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Plans (80)
1`c1 -c - 0 W:)kt4Ant` S C. .c1L,,,kk St- px , ��86Tilji:it2349drl ::.., AREA OF BERM FOR GRRND FIREPLAC I' 52' \ ..+ T . I. HGE (JGE� J i _ici E:Z7 R• ft _ Z7 • —1 k = ��rr a w k _ve. lir HZOZ_co •I X C G) o --/— / — s —=])27 It C —cncnmo M. oMIJ0M1 if xlmriz iji lin _ M I -1(n O N O• O-i W co 3'2' 8 x h O 3 zU) U�mo C K - - -11- >‘ x DC O �- h xr-1 O G7��)-{ am- z -_ 10131,0 C m co x -o, r-icor- ,-.- m CO -p kX h m p��p .� z _ 0 x) m 3I.2' C cn 73 1 1 Of O m U, m M x .ti w h n Xirju tij N 141 h = 2 x RCF Rr.F 1-,---5 --4.---6. 14 35'6" I- 5'G" - f 52' ADJUST THE B SPACING SO IT DOES :-NO-T_ ---1 +-K—RFE-R # #4_,. # -Telt-ET-HERE. .— _-_ ..,: .-.__. . . . _ -_4- �- Customer: PARR FOREST GROVE O r o Desc. : Rvrside 2885 Floor Most 0 0 O ADDRESS: master m m o z Designed by: BILLY BREESE Z cn O 0 CO •• _01ED PROF�`rS �y oihi � >O t:? 19576 Alpine,an ITW Company /- 8351 Rovana Circle Sacramento,CA 95828 1t/26/2018 Phone:(800)877-3678(916)387-0116 OREGON ALPINE 0 OMPANY AN ITW Fax:(916)387-1110 C 'VAN RO� N� ;o,198 r' sacseals@itwbcg.com Renews 6/30/2019 ,wtSA' t „_At _ . . ... �.ub .� ' .�'d a �.. Customer: Truss Components of Oregon,Inc. Job Number: 1116053 Job Description: Rvrside 2885 Floor Master Address: master,HILLSBORO,OR �,h.>.i:.....3.. 1...b,i.A. ° .. _ �'~,t 6.f :' .. f ' �. �M_.:.®�'•' � '�e._:A. M1 ��.t!�, .w Design Code: IRC 2012 View Version: IRC 2012 JRef#: 1 Wfl71750001 Wind Standard: NA Roof Load(pdt): None Wind Speed(mph): 0 Floor Load(pst): 40.00-10.00-0.00-7.00 This package contains general notes pages,29 truss drawing(s)and 5 detail(s). 1 298.18.0802.52938 B 2 298.18.0802.53358 BGE 3 298.18.0802.53188 D 4 298.18.0802.52967 I 5 298.18.0802.53359 J 6 298.18.0802.53419 JGE 7 298.18.0802.53435 HGE 8 298.18.0802.53389 H 9 298.18.0802.54293 G 10 298.18.0802.52969 E 11 298.18.0802.53202 A 12 298.18.0802.53515 AGE 13 298.18.0802.53249 F 14 298.18.0802.53420 Z 15 298.18.0802.52939 M1 16 298.18.0802.53186 M 17 298.18.0802.53561 X 18 298.18.0802.53248 BPX 19 298.18.1647.02000 LG 20 298.18.0802.52968 KG 21 298.18.0802.53187 RT3 22 298.18.0802.53342 RT9 23 298.18.0802.52937 RT6 24 298.18.0802.53374 RT10 25 298.18.0802.52940 RT7 _� 26 298.18.0802.53514 RT4 27 298.18.0802.53530 BP1 28 298.18.0802.53545 BP2 29 298.18.0802.53232 BP3 Printed 10/26/2018 9:08:30 AM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10(Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing,wind bracing, portal bracing or similar building V5iIn 13T ifctfl are pans of the overa •ut • ng design to be apecifed,designed arta detattea by The Buaddng Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orq. Page 1 of 2 1 } General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL= Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL,TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL)= maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL)=maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL= additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. LI#= user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value. L/defl =ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL=additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB= additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP= Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds,from all specified non-gravity(wind or seismic)load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)=maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W=Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest& Paper Association, 1111 19th Street, NW, Suite 800,Washington, DC 20036; www.afandpa.orq. 2. ICC: International Code Council;www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.aloineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312,Alexandria, VA 22314;www.toinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison,WI 53719;www.sbcindustrv.co Page 2 of 2 r Job Number: 1116053 Ply: 1 SEAN:34202 / T22 /SY42 Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.52938 Truss Label: B BFR / GWH 10/25/2018 26'9"4 22'11" I 24'0"4I 2'9" 22I '11" 1'1"$ 2'6"--I 2'6"12----2'6"12—{--2'6"12—' ---22" - 2'7"8 I —2'6"12--}--2'6"12--I--2'6"12—I (TYP) W=3X5 =4X8 =3X3 =3X7 =4X12 =3X5 =3X5 A B C D E F G H I T2 J K L M WA V U T S R 111!) P 0 N 3X7 3X10 =3X5 4X12 =W=3X5 =4X12 =3X5 r 20'2"12 1 6'6"8 1 F- 26'9"4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.320 F 759 480 W 1061 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.541 F 449 360 Q 1945 /- /- /- /- /3.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.058 B - - N 276 /202 /- /- /- /3.7 EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.097 B - - W Min Brg Width Req= 1.3 NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 0 Min Brg Width Req= 1.3 TCDL:NA psf BldgCode: IRC 2012 Max TC CSI: 0.884 N Min Brg Width Req= 1.3 Soffit: 2.00 BCDL:NA psf Bearings W,Q,&N are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.968 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.909 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:10(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber B-C 0-2943 G-H 0 -2256 C-D 0-2943 H-I 0 -2256 Top chord 4x2 HF#2:T2 4x2 HF#18Bet.: D-E 0-3588 I-J 1605 0 Bot chord 4x2 HF#2 E-F 0-3588 J-K 1605 0 Webs 4x2 DF-L Std/Stud F-G 0-3588 K-L 614 -229 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading W-V 1767 0 R-Q 723 0 Bottom chord checked for 10.00 psf non-concurrent V-U 3512 0 Q-P 225 -624 bottom chord live load applied per IRC-12 section U-T 3198 0 P-O 229 614 301.5. T-S 3198 0 O-N 230 -606 Deflection S-R 723 0 Calculated vertical deflection is 0.31"due to live load Maximum Web Forces Per Plylbs and 0.22"due to dead load at X=10-3-12. See ( ) detail DEFLCAMB1014 for camber recommendations. Webs Tens.Comp. Webs Tens. Comp. Additional Notes W B 0-1994 S-I 1789 0 +2x6 continuous strongback.See detail �p PROF B-V 1336 0 1-Q 0 -2338 STRBRIBR1014 for bracing and bridging , '1- Fs� V-D 0 -645 Q-K 0 -1304 recommendations. .� G 1 N F /o U-G 501 0 L-N 684 -260 FZ G-S 0-1108 Deflection estimate assumes composite action with 19575 'y L.. __ , of(aver the M anMuoet6-4rm s r=ead ahlA-najisd_ w.. . ..-. - ' / _ _ _____ __ _ wood sheathing. ' Negative reaction(s)of-202#MAX.from a non-wind load case requires uplift connection.See Maximum 1 i 6/2118 Reactions. OREGON Truss must be installed as shown with top chord up. 9c0 n 20.190;4,� e Renews 6/90/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)toy safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppelr y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e, listing this drawing,indicates acceptance of oronessional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.lpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:34204 / T13 /SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53358 Truss Label: BGE BFR / GWH 10/25/2018 1'4"12 I 1'4"H (TYP) H W=3X5 A 716 V CDT I_1 1_1 1,1 IJ 1_1 1,1 1_1 I,I 1,1 IJ I_I IJ I_1 IJ LI I_I 1_1 1 LI AS////////////// ///////////X (�A_E 3X5(=,3X5(..)(13X5(")( 3X5(*) 3X5(**)3X5(.:)3X5(')3X5(')3X5(**)3X5('_)3X5(«)3X5(")3X5W-)3X55(+*)3X5(.)3X5(**)3X5(')3X5(.. 3X5(') 1 26'9"4 1 (- 26'9"4 -{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or"...VLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 AS*131 /- /- /- /- /216 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 AE*130 /- /- /- /- /105 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 AS - - AS Min Brg Width Req= - EXP:NA Des Ld: 57.00 HORZ(TL):-0.000 AS - - AE Min Brg Width Req= - Mean Height:NA ft Bearings AS&AE are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.028 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.059 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2:T16 4x2 HF#1&Bet.: Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. (")19 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrentEO PROFS. bottom chord live load applied per IRC-12 section 1j(r 4;t,� 301.5. Additional Notes 19575 �� y STRBRIBR1014 for bracing and bridging "'allk recommendations. 1 t 6/2118 Deflection estimate assumes composite action with OREGON single layer of the appropriate span rated glue-nailed wood sheathing. Ven.20,1946 `e. Truss must be installed as shown with top chord up. ROL p N`'' Renews 8/30/201 9 *'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have 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-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AWN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pronessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 A y Job Number: 1116053 Ply: 1 SEQN:11608 / T9 / SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 13 FROM:BB DrwNo: 298.18.0802.53188 Truss Label: D / GWH 10/25/2018 13' ,1312 24'1"4 H 13' 8"1 10'4"8 H 2'6" -1 2'6"12 1 2'6"12 1 2'6"12 1 2'6"12--1 2'6"12 1 2'6"12 I—2'6"12 (TYP) =3X10 3X5 =3X3 =3X5 W=3X5 =3X10 A B C D E F G H I J K L ioL 1 �T -fir ------3X7 =3X10 R 3X5 B2 P _ 05 3X10= M 3 7 W=H0312 1 24'1"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.488 F 592 480 T 916 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.799 F 361 360 M 916 /- /- /- /- /3.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.077 B - - T Min Brg Width Req= 1.3 EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.125 B - - M Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings T&M are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.655 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.888 Members not listed have forces less than 375# RepFactors Used:Yes Max Web CSI:0.676 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" C&C Dist a:NA ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2746 G-H 0 -3961 Wind Duration:NA WAVE,HS VIEW Ver:15.02.00C.1217.15 C-D 0-2746 H-I 0 -2743 Lumber D-E 0-3961 I-J 0 -2743 E-F 0-3961 J-K 0 -2743 Top chord 4x2 HF#2 F-G 0-3968 Bot chord 4x2 HF#2:B2 4x2 HF#1&Bet.: Webs 4x2 DF-L Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. T-S 1574 0 P-O 3968 0 Loading S-R 3512 0 O-N 3515 0 R-Q 3512 0 N-M 1573 0 Bottom chord checked for 10.00 psf non-concurrent Q-P 3971 0 live load. Deflection Maximum Web Forces Per Ply(lbs) Calculated vertical deflection is 0.49"due to live load Webs Tens.Comp. Webs Tens. Comp. and 0.31"due to dead load at X=12-11-4. See T-B 0-1777 O-H 664 0 detail DEFLCAMB1014 for camber recommendations. B-S 1330 0 H-N 0 -876 S-D 0 -869 N-K 1328 0 Additional Notes D-Q 510 0 K-M 0 -1776 +2x6 continuous strongback.See detail EO PROF STRBRIBR1014 for bracing and bridging Q" F recommendations. �'(‘ GINF S'tr,0 Deflection estimate assumes composite action with c.� F� Z single layer of the appropriate span rated glue-nailed 19575 9 wood sheathing _. Truss must be installed as shown with top chord up. 111V/P" alp -- s 1/ 6/2118 OREGON 14,Oilia. ,, Nom: Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI anal SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 63,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. Defer to ALPINE L drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,ITW CIMrgM, ANSI/TR in conformance with ANSI/T1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:11616 / T16 /SY42 Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.52967 Truss Label: I BFR / GWH 10/25/2018 7'10"8 9'6''10 I 17'5"2 7'10"8 1'8 2 7'10"8 2'6" I 2'692 1 2'6"12--I I—2'6"12 I 2'6"12----{ (TYP) 1112X4 =3X10 1112X4 =3X5 =3X5 III 2X4 =3X10 1112X4 A B C D E F G H io 1 rr � -1 � .if M L K J I =3X7 =3X10 1112X4 III 2X4 =3X10 =3X7 A- 17'5"2 i F- 17'5"2 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.233 L 897 480 N 993 /- /- /- /- /3.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.404 L 517 360 I 993 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 I - - N Min Brg Width Req= 1.3 EXP:NA Des Ld: 57.00 HORZ(TL):0.079 I - - I Min Brg Width Req= - Mean Height:NA ft BearingN is rigid surface. NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 a Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.620 TPI Std:2007 Max BC CSI: 0.968 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.606 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2686 E-F 0 -2686 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2686 F-G 0 -2686 D-E 0-3130 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1634 0 K-J 3129 0 M-L 3129 0 J-I 1634 0 Bottom chord checked for 10.00 psf non-concurrent L-K 3130 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Deflection Webs Tens.Comp. Webs Tens. Comp. Calculated vertical deflection is 0.19"due to live load N-B 0-1845 E-J 0 -723 and 0.22"due to dead load at X=7-9-12. See detail B-M 1193 0 J-G 1193 0 DEFLCAMB1014 for camber recommendations. M-D 0 -723 G-I 0 -1845 Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. �(�PROF Deflection estimate assumes composite action with Q. F single layer of the appropriate span rated glue-nailed ��' Se. 43- wood sheathing. ....,CP ‘,‘G 1 E"FI' O,t Truss must be installed as shown with top chord up. 19575 7 l i 6/2118 OREGON 1/I-0i. 1 2o,110' ,e. Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)1-o'safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,N,, , , truss in conformance with ANSIITPI 1,or for handling,shipping,installation and braci ,,,W,,AN, ng of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of pro-fesslonal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 T Job Number: 1116053 Ply: 1 SEQN:11618 / T15 /SY42 Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53359 Truss Label: J BFR / GWH 10/25/2018 710"8 1 98 la 17'6"8 H 7'10"8 1'9 8 7'10"8 H—2'6" H 2'6"12 I 2'6"12- H F----2'6"12 I 2'6"12-H (TYP) 1112X4 3X10 III 2X4 3X5 =3X5 1112X4 =3X10 1112X4 A B C D E F G H _i_ ,r --1":440- -0.1° °. NIr M L K J I 3X7 =3X10 1112X4 1112X4 3X10 3X7 r 17'6"8 i H 17'6"8 { Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.238 L 883 480 N 1000 /- /- /- /- /3.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.426 L 494 360 I 1000 /- /- /- /- /1.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 I - - N Min Brg Width Req= 1.3 EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.082 B - - I Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings N&I are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.638 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.995 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.613 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-2710 E-F 0 -2710 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2710 F-G 0 -2710 Lumber D-E 0-3168 Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1647 0 K-J 3167 0 M-L 3167 0 J-I 1647 0 Bottom chord checked for 10.00 psf non-concurrent L-K 3168 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Deflection Webs Tens.Comp. Webs Tens. Comp. Calculated vertical deflection is 0.20"due to live load N-B 0-1859 E-J 0 -744 and 0.23"due to dead load at X=7-9-12. See detail B-M 1207 0 J-G 1207 0 DEFLCAMB1014 for camber recommendations. M-D 0 -744 G-I 0 -1859 Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with PRO single layer of the appropriate span rated glue-nailed (`�f�fl F'O wood sheathing. ��'� G IN E 'Oft Truss must be installed as shown with top chord up. (9 Fi' / AlplAtoso, 1 i 6/2118 0 OREGON 9ii,RO`io .se04'1 Renews 6/30/2019 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. ""IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the /NOWCOMPM" truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of Droressionat engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.2. 8351 Rovana Circle For mom information see this job's general notes page and these web sites:ALPINE www.alpineltw.com;TPI:www.ipinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 • } Job Number: 1116053 Ply: 1 SEQN:102955 /T17 /SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53419 Truss Label: JGE BFR / GWH 10/25/2018 I—1'2"8 H 9"- 1 A C T U• ••• • `-O I-I■I 1IM=IIIMMI ODM ■ :-:111 : N-_L Cr E =3X5 =3X5 3X5(**)(I) I– 2'4" H 2'4" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 G" 131 /- /- /- /- /28.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 G Min Brg Width Req= - Category:NA BCDL: 7.00 Snow Duration:NA HORZ(LL):-0.000 B - - Bearing a G is rigid surface. Des Ld: 57.00 EXP:NA HORZ(TL):-0.000 B - - Mean Height:NA ft NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.144 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.010 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI: 0.029 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Provide for complete drainage of roof. CEO PROFS Truss must be installed as shown with top chord up. 4' SA-, aG1NFFA`�9j 19575 9 ditt 1/ 6/2118 OREGON 9RO`2O,lesOS° Renews 8190/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µMNroMPµr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proressronat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.lccsafe.org Sacramento,CA 95828 " Job Number: 1116053 Ply: 1 SEQN:102959 /T10 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53435 Truss Label: HGE BFR / GWH 10/25/2018 1.. 1'_.4" 11^8 1'2" 22'9"8 ,23'8"12 26'9"4 4j 8 21'5"8 8 3'3"8 12_4"1 1,4" (TYP) =W HX5 A T16 T T L io 1 LI lel Lsl 1 L..-__I L.-..i �I 1_I C.1 lot ] LJ 1-,...-1 lel 1---1l l T a AO. � / ,-'----.--- -- ./---../ / � ������------1/ AA 3X5('") 3X5(")= =3X5('"') =3X5(" = ) 3X5('"") =3X5(") --3X5(")-- =3X5(*") V 3X5(")(I) =3X5(") 3X5(") =3X5(") -3X5(") 3X5(") —3X5(**) =3X5(") =3X5(") 3X5 1 26'9"4 1 23'5"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pt NA Ce:NA VERT(LL): 0.000 B 999 480 A0131 /- /- /- /- /216 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 AA*81 /- /- /- /- /105 Category:NA BCDL: 7.00 Snow Duration:NA H RZ LL O ( ) -0.000 B AO Min Brg Width Req= EXP:NA Des Ld: 57.00 HORZ(TL):-0.000 B AA Min Brg Width Req= - Mean Height:NA ft Bearings AO&AA are rigid a d NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 9 9 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Load Duration:1.00 MW FRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.030 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.037 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2:116 4x2 HF#1&Bet.: Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Plating Notes All plates are 2X4 except as noted. (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. (**)17 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Q"EO PROpSs +2x6 continuous strongback.See detail • t�j STRBRIBR1014 for bracing and bridging .11o� NO1NZ' Oy recommendations. 19676 41 7 single layer of the appropriate span rated glue-nailed Allill wood sheathing. /- Truss must be installed as shown with top chord up. 11 6/2118 Bracing 0 OREGON Fasten rated sheathing to one face of this frame. `•+n.20,1t►go J ROf. • NW Renews 6/30/2019 '"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 0031357 21 OR 97113 Component Safety Information,by TPI and SBCA)Msafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ,,,�,,C,,,,,,N,. truss in conformance with ANSI/TPI 1,or for handling,shi ,, pping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-fessionai engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.ori;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org * a Job Number: 1116053 Ply: 1 SEQN:11711 / T7 / SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.53389 Truss Label: H BFR / GWH 10/25/2018 7'10"8 18.3 13'6" 7'10"8 4 5'3" I~2'6" -I 2'612 1 2'6"12-H I--2'6"12--{ (TYP) 1111.5X3 1111.5X3 =3X7 1111.5X3 --'3X3 =3X7 1111.5X3 A B C D E F G i. 1 - ,„,.- )- -.N44441% , ,.../."°:_v_ L1 K J I - H =-3X5 =3X7 =3X5 =3X5 1111.5X3 A 13'6" i I` 136" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.101 D 999 480 L 769 I. /- /- /- /1.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.165 D 980 360 H 769 /- /- /- /- /1.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 H - - L Min Brg Width Req= 1.3 EXP:NA Des Ld: 57.00 Mean Height NA ft HORZ(TL):0.037 H - - H Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 Bearings L&H are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.382 Members not listed have forces less than 375# Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.651 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.369 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-1848 D-E 0 -1843 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 C-D 0-1848 E-F 0 -1835 Lumber Top chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 DF-L Std/Stud L-K 1209 0 J-I 1843 0 Loading K-J 1849 0 I-H 1214 0 Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section 301.5. Webs Tens.Comp. Webs Tens. Comp. Additional Notes L-B 0-1364 I-F 709 0 B-K 726 0 F-H 0 -1371 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. P .4'`' ROFESS p G% NE �O .4 19575 �� 1, 6/2118 OREGON 1,p0`;o ,1s0��,, Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections 83,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinftDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M1 rTW NMPPNY truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of ordfessronaT engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.corn,ICC:www.iccsafe.or9 Sacramento,CA 95828 " Job Number: 1116053 Ply: 1 SEQN:154038 /T2 / SY42 Cust:R R7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.54293 Truss Label: G BFR / GWH 10/25/2018 5'3" 4"8 23'0"4 5F '3" �8 177"12 ------26" 1 2'6"12—I I---21"—4—2'612 I- 2'6"12 - 2'692—+•--2'6"12--H (TYP) 3X5 --3X5 - 3X7 =W=3X5 --3X3 =3X5 A B CD E F G H I J K L iro 11� / '/ 1 , ,fei M =3X5 =3X3 5 =W=33X5 =3 1 Q l9 =3X7 3X3= =3X5 A 102" j 1210"4 j f 23'0"4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pt NA Ce:NA VERT(LL): 0.063 J 999 360 T 493 /- /- /- /- /3.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.117 J 999 240 P 1592 /- /- /- /- /3.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 M - - M 642 /- /- /- /- /- EXP:NA Des Ld: 57.00 HORZ(TL):0.024 M - - T Min Brg Width Req= 1.3 Mean Height:NA ft P Min BrgWidth Req1.3 NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 =M Min BrgWidth Re Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.645 q= - Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.457 Bearings T&P are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.469 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:10(0)/4(0) ) I:NA GCpi:NA Plate Type(s): Maximumhods Top Chord Forces Per Ply Comp. Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.15 Lumber B-C 124 -776 G-H 0 -1165 C-D 130 -775 H-I 0 -1165 Top chord 4x2 HF#2 D-E 139 -764 I-J 0 -1165 Bot chord 4x2 HF#2 E-F 1075 0 J-K 0 -1349 Webs 4x2 DF-L Std/Stud F-G 1075 0 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading T-S 687 0 P-O 409 -165 Bottom chord checked for 10.00 psf non-concurrent S-R 775 -130 O-N 1362 0 bottom chord live load applied per IRC-12 section R-Q 377 -436 N-M 967 0 301.5. Q-P 377 -436 Additional Notes Maximum Web Forces Per Ply(lbs) +2x6 continuous strongback.See detail Webs Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging recommendations. T-B 0 -776 G-O 923 0 Deflection estimate assumes composite action with R-E 619 0 N-K 436 0 single layer of the appropriate span rated glue-nailed p PRO E-P 0-1175 K-M 0 -1091 wood sheathing. 4'1- FFss P-G 0-1444 Truss must be installed as shown with top chord up. ,4, , G 1 N E� /GZ 19575 y 1i 6/2118 OREGON '0 ..,I'9AO a.20,190 ! 9- C , Os. Renews 6/30/2019 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeiiy 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. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w,,,�,,Q,M,,,,,Y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e listing this drawing,indicates acceptance of processional engineering responsibility solely for the design shown. The suitabilityg and use of this dawing for any structure is the responsibility of the Building Designer per ANStfTPI I Sec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEAN:11594 / T4 / SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 9 FROM:BB DrwNo: 298.18.0802.52969 Truss Label: E BFR / GWH 10/25/2018 7'10"8 18'41"8 16'3" 7II '10"8 6 I 7'10"8 F-2'6" -f 2'6"12 1 2'6"12—1 '--2'6"12 -1 2'6"12—H (TYP) 3X3 1112X4 =3X10 III 2X4 ---3X3 1112X4 =3X10 III 2X4 A B C D E F G H T X i/-\ - / -\ /- L 1 \ N M L K J I =3X7 =3X10 1112X4 =3X10 =3X7 III 2X4 A 16'3" i f- 16'3" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CS!Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.185 L 999 480 N 926 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.302 L 644 360 I 926 /- /- /- /- /2.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 I - - N Min Brg Width Req= - EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.064 I - - I Min Brg Width Req= 1.3 NCBCLL:10.00 Code I Misc Criteria Creep Factor.1.5 Bearing I is a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.373 Members not listed have forces less than 375# Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.773 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.535 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2434 E-F 0 -2434 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 C-D 0-2434 F-G 0 -2434 Lumber D-E 0-2748 Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1507 0 K-J 2748 0 M-L 2748 0 J-I 1507 0 Bottom chord checked for 10.00 psf non-concurrent L-K 2748 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail N-B 0-1701 J-G 1053 0 STRBRIBR1014 for bracing and bridging B-M 1053 0 G-I 0 -1701 recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. 4',ikE0 PROPS SAN O§0 ¶ G I I4 X02 19575 46 '9 41111 , 1. 6/2118 OREGON 4,,,i,ii...;0,195)`Y Renews 6/30/2019 V "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proprly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingg 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. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of prooessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 { Job Number: 1116053 Ply: 1 SEQN:112564 /T3 / SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53202 Truss Label: A BFR / GWH 10/25/2018 F" 5'3" I4" 81" H 5'3" 2S" I" 2'6" I- 2'612 (TYP) III1.5X3 1111.5X3 =3X5 =3X5 III 1.5X3 A B CD E io T I HG 3F 3X5 —--3X3 1 5X3 -=3X5 i8'1" 'i I' 8'1" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.022 H 999 480 I 461 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.036 H 999 360 F 461 /- /- /- /- /2.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 F - - I Min Brg Width Req= - EXP:NA Des Ld: 57.00 HORZ(TL):0.010 F - - F Min Brg Width Req= 1.3 Mean Height:NA ft rigid 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearing F is a g Id surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.445 TPI Std: 2007 Max BC CSI: 0.454 Members not listed have forces less than 375# Load Duration:1.00 MW FRS Parallel Dist NA Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.199 Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -666 C-D 0 -663 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 HF#2 I-H 625 0 G-F 664 0 Webs 4x2 DF-L Std/Stud H-G 663 0 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-12 section 301.5. I-B 0 -706 D-F 0 -750 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. ����0 PROp- 0�5 aG I N l�t�` i0 1967• dill L 6/2118 OREGON J `°n.20,1900 ,r' Roz . VW Renews 6/30/2019 **WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlingp shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)Mir safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingg ins-Called 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. I'tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN rIW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of Droressionar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com:ICC:www,iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:24802 / T14 /SY42 Cust:R R7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53515 Truss Label: AGE BFR / GWH 10/25/2018 1'4"12 1'4"-H (TYP) A G io I f l lI I ]= 1 I ra 2X4 =2X4 3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5(**) $,1„ $,1„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeNCSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NALoc R /U /Rw /Rh /RL /W Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 O* 131 /- /- /- /- /97.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 O Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 0 - - Bearing 0 is a rigid surface. EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):-0.000 0 - - NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.028 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.061 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes E,PROp&s Deflection estimate assumes composite action with �( S, single layer of the appropriate span rated glue-nailed , G I N F6 wood sheathing. G 1957541 R_ — /- / 6/2118 OREGON 'Ion.20,0 ,sa . Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of 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 and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proressionai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:350844 /T11 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53249 Truss Label: F BFR / GWH 10/25/2018 2'9" , 3'8" , 6'5" 2'9" 11" 2'9" 1 2'6" 1 (TYP) 1111.5X3 =3X3 =3X3 1111.5X3 A B C D T - io I HS G F E III 1.5X3 III 1.5X3 =3X3 3X3 6'5" 1 F 6'5" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.022 G 999 480 H 366 /- I. /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.046 G 999 360 E 366 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.007 B - - H Min Brg Width Req= 1.5 EXP:NA Des Ld: 57.00 Mean Height:NA k HORZ(TL):0.014 B - - E Min Brg Width Req= - NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearing H is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.396 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.256 Members not listed have forces less than 375# RepFactors Used:Yes Max Web CSI: 0.135 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Chords Tens.Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0 -452 Wind Duration:NA WAVE VIEW Ver:15.01.016.0522.21 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 HF#2 H-G 451 0 F-E 451 0 Webs 4x2 DF-L Std/Stud G-F 452 0 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 301.5. H-B 0 -509 C-E 0 -509 Additional Notes Truss must be installed as shown with top chord up. PROF�ss 4-1°7.P % GINE %p 19575 ill Allir ;101 �� OAP 1 f 6/2118 0 OREGON 1 `a/n.20,1 'r "VI. 9ab a NW Renews e,30,2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted Otherwise/op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN riw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e listing this drawing,indicates acceptance of oroTesstonal engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq * Job Number: 1116053 Ply: 1 SEQN:26319 / T28 /SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53420 Truss Label: Z BFR / GWH 10/25/2018 H- 1'4"12—+— 1'4"----1 (TYP) A E - • - • • • I I� �I�I IMilleo K G 2X4 =2X4 3X5(**) =3X5(**) 3X5(**) F- 5'5"14 H F 5'5"14 -1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 D 999 480 G* 131 /- /- /- /- /65.9 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 D 999 360 G Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 K - - Bearing K is a rigid surface. EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):-0.000 K - - NCBCLL:10.00 TCDL:NA psf Code 1 Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.164 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.029 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.066 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (e*)3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 1 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Vtep PROpF Deflection estimate assumes composite action with .(G s' single layer of the appropriate span rated glue-nailed �5 �G 1 N Z.0 �0 wood sheathing. G y 19578 all ffiji°11. / 6/2118 0 OREGON 90`l!�.W.' 9. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)tosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin 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 JointDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nw COMPANY truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal 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 Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For mom information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number: 1116053 Ply: 1 SEQN:24813/ T5 / SY42 Gust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52939 Truss Label: M1 BFR / GWH 10/25/2018 III 1.5X3 III 1.5X3 III 1.5X3 IH 1.5X3 A B C D 1 inommemmmom so N:_ I_.1, N� �••. .. I H G F 3X3(**) =3X5(**) =3X3(**) 1111.5X3 1111.5X3 =3X5(**) III 1.5 3 1111.5X3 I- 3'6"4 1 H 3'6"4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.018 B 999 480 I 201 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.029 B 999 360 F 201 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.003 D - - I Min Brg Width Req= - Des Ld: 57.00 EXP:NA HORZ(TL):-0.005 D - - F Min Brg Width Req= - Mean Height:NA ft NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 TCDL:NA psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.153 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.169 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.859 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes ("")4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with �Q PROp single layer of the appropriate span rated glue-nailed !G� FS wood sheathing. \y� �G�N E6. S'i0 Truss must be installed as shown with top chord up. C� 19575 44 - �:� - . 1/ 6/2118 OREGON 9,-01.0 20,1104 ,d, Renews 6130/2019 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 87113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have 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. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN m4 COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of Don rdfesstai engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEAN:39505 / T19 /SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53186 Truss Label: M BFR / GWH 10/25/2018 4 2'9" 3'4"1 F 8 11 2'9" 7"12 2'6" 1111.5X3 =3X3 1111.5X3 A B C T i 1 1=16 L F E D 3X3 III 1.5X3 III 1.5X3 3'6"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL):-0.028 E 999 480 F 95 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.070 E 602 360 D 95 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.015 B - - F Min Brg Width Req= - Des Ld: 57.00 EXP:NA HORZ(TL):0.036 B - - D Min Brg Width Req= - Mean Height:NA ft NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.796 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.315 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.051 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. _so PRQp `J a 19575 1Ph p / 6/2118 OREGON 9RO`i0 ,10 1tt`f Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 at bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µrr,,,.pMPANn truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of tn/ssesA seal on this drawing or cover pa e listing this drawing,indicates acceptance of prolessionai engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 • 4 Job Number: 1116053 Ply: 1 SEQN:26315 / T27 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53561 Truss Label: X BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A B iNE � I E, 2X4 1111.5X3 III 1 5X3 { 1'1 0 4 1'10"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,PI in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 D* 114 /- /- /- /- /22.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 D Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 E - - Bearing E is a rigid surface. Des Ld: 57.00 EXP:NA HORZ(TL):-0.000 E - - Mean Height NA ft NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.245 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.038 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.146 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. ��¢EO PRQp.. at CyG%NF O 19575 �41 y __. .. ;0i 011F- 1 i 6/2118 OREGON 'FAN 11 2o,,a.Ns. Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELtUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or BI0, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,r,,,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of prolessronal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:39508 / T25 /SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53248 Truss Label: BPX BFR / GWH 10/25/2018 1111.5X3 1.5X3 11128 112 C4 A D ■ Il lI ■ I11w2_Iii i H G F E 1112X4 1112X4 1111.5X3 1111.5X3 1'8"8 1'8"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL):-0.024 C 855 480 H 46 /379 /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):-0.040 C 510 360 E 46 /401 /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - H Min Brg Width Req= - EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.002 D - - E Min Brg Width Req= - NCBCLL:10.00 Code 1 Misc Criteria Creep Factor.1.5 TCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.947 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.563 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.311 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#1&Bet. Bot chord 4x2 HF#2 Webs 4x2 DF-L#2:W2,W3 4x2 DF-L Std/Stud: Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. iiks0 PRO/C�.s Negative reaction(s)of-401#MAX.from a non-wind 'C j load case requires uplift connection.See Maximum G�� ,0G N F� tO,L Reactions. 19575 - a a /- i 1/ 6/2118 OREGON 9RQ` o ;o.,e ��. Renews 8/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS 357 21 OR 07113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properylr y attached rigid ceiling. Locations shown foermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appr pplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u,,, COMPANY in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci �,ng of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Buitding Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustrv.com;ICC: www.iccsafe.orq Sacramento,CA 95828 • SEQN:210981 T6 FLAT Ply: 2 Job Number: 1116053 Cust:R7175 JRef: 1 Wf171750001 FROM:BB Qty: 1 Rvrside 2885 Floor Master DrwNo: 298.18.1647.02000 Truss Label: LG PBC / GWH 10/25/2018 I 5 5 2 Complete Trusses Required 3'5"10 _ 6'9"9 10'4"10 13'11"10 17'6"11 20'10"9 24'4"4 3'5"10 I 3'3"14 I 37"1 I 371 I 371 I 3'314 I 3'5"10 --A6X8 =4X68[5] 1111.5X3 =3X5[11] =3X5[13] =3X5=3X5[18] =3X5r20] =4X5 T Fp -�: -0„ , f�� li_ -:n.moi �■■ ■■� 1 - mu - - - - Q P O N M L K J 1113X5 =5X7[4] =6X8[7]=SS0514 =3X5[12] =3X5[14] =3X5[19] =3X5[21] 1111.5X3 I- 2444 1 3'510 3'3"14 3'7"1 371 37"1 3'314 I 3'5"10 ', 3'5"10 6'9"9 10'4"10 13H '11"10 17'6"11 20'10"9 24'4"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL): 0.539 N 541 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL): 0.886 N 329 240 R 2980 /- /- /- /- /- Category:NA BCDL: 7.00 Snow Duration: - HORZ(LL): 0.078 A - - J 1296 /- /- /- /- /- EXP:NAKzt:NA Des Ld: 57.00 HORZ(TL):0.180 A - - R Brg Width=5.5 Min Req= 1.6 Mean Height:NA ft J BrgWidth=3.7 Min Req1.5 NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 = TCDL:NA psf Bearings R&J are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: Custom Max TC CSI: 0.861 9 Load Duration:1.15 MW FRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.779 Members not listed have forces less than 375# Spacing:Special loads C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.844 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0-4182 E-F 0 -5196 Wind Duration:NA WAVE,18SS VIEW Ver:16.01.00C.0327.16 B-C 0-8040 F-G 0 -5196 Lumber Additional Notes C-D 0-8040 G-H 0 -3500 D-E 0-6911 H-I 0 -1761 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4 DF-L Std/Stud:W2,W4,W8,W10,W12,W14 Use of truss designs for any particular project Maximum Bot Chord Forces Per Ply(lbs) 2x4 DF-L#2: is the responsibility of the building owner or Chords Tens.Comp. Chords Tens. Comp. building design professional.Building designer is Nailnote responsible for conventional framing.Loads& Q-P 4522 0 N-M 5340 0 Nail Schedule:0.120"x3",min.nails dimensions entered by truss manufacturer. P-O 7016 0 M-L 3646 0 O-N 7016 0 L-K 1920 0 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 7.00"o.c. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. A-R 0-1432 E-M 0 -576 Special Loads A-Q 4393 0 M-G 1642 0 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) Q B 0-1356 G-L 0 585 TC:From 17 plf at 0.00 to 17 plf at 24.35 B-P 3731 0 L-H 1693 0 BC:From 2 plf at 0.00 to 2 plf at 24.35 P-D 1156 0 H-K 0 -632 BC:3813 lb Conc.Load at 6.80 D-N 0 -422 K-I 1849 0 , Plate Shift Table ' 'op PRopE. N-E 1666 0 I-J 0 -613 JT Plate Chord JT Plate Chord ' G(N,E �0 No Size Shift Bite No Size Shift Bite [4] W5X7 S 1.25 [5] W4X8 S 1.25 C1 19575 F� �. [12] W3X5 2.25 L 1.25 [13] W3X5 2.25 R 1.25 OVI/air [14] W3X5 S 1.25 [18] W3X5 S 1.25 [19] W3X5 2.25 L 1.25 [20] W3X5 2.25 R 1.25 1i 6/2118 [21] W3X5 2.00 L 1.25 0 OREGON Purlins V `1,4.2o,OW ', The TC of this truss shall be braced with attached ROL I .�� r spans at 24"OC in lieu of structural sheathing. Renews 8130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)tsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE I drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of oro7essionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.ora Sacramento,CA 95828 " Job Number: 1116053 Ply: 2 SEQN:108037 /T1 / FLAT Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52968 Truss Label: KG BFR / GWH 10/25/2018 I 5 5 2 Complete Trusses Required 4'9"8 IH 2'4"14 3'2" 17"8 6'5"8 6'1 "2 9'4" 2'4"14 I 9"2" F" 1'8" I5"1b 2'4" 14 H 111.5X3 III 1.5X3 AB C D 6X8 III 1.5X3 II 1.5X3 II 1.5X3 F -6X8G T \ 43 a o 0 0.J— M L K J I H 3X7 =5X7(') 1111.5X3 =5X7("*) I)3X7 111.5X3 III 1.5X3 1 9'4" 1 2'4"14 9"2� ' 1'8" I5"1 2'4"14 2'4"14 3'2" 1'7"8 6'5"8 6'11"2 9'4" HI 4'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.089 D 999 360 N 3417 /0 /161 /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.179 D 626 240 H 3658 /0 /161 /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 A - - N Min Brg Width Req= 2.8 EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.043 A - - H Min Brg Width Req= - NCBCLL:0.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 Bearing N is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.625 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.745 Members not listed have forces less than 375# Spacing:2.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.720 Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): A-B 101 -2936 D-E 106 -3053 Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 B-C 106-3053 E-F 106 -3053 Lumber Additional Notes C-D 106-3053 F-G 101 -2895 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) Botchord2x6 Chords Tens.Comp. Chords Tens. Comp.2xx4 DF-L Std/ Stud:W2,W8 2x4 DF-L#2: M-L 3053 -106 K-J 3053 -106 Nailnote L-K 3053 -106 J-I 3053 -106 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @ 1.25"o.c. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails A-N 71 -1759 D-K 19 390 in each row to avoid splitting. A-M 3260 -113 F-I 48 -1232 Special Loads M-B 48 -917 1-G 3209 -112 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) C-L 9 -401 G-H 71 -1817 TC:From 8 plf at 0.00 to 8 plf at 9.33 BC:From 1 plf at 0.00 to 1 plf at 9.33 TC: 998 lb Conc.Load at 0.60,2.60,3.31,4.60 6.60,7.31,8.75 Ep PROp Plating Notes �(4 c`rS (**)2 plate(s)require special positioning.Refer to `g ,,G aNE0 �0 scaled plate plot details for special positioning C9 19575 4. Z requirements. y Purlins` / '� The TC of this truss shall be braced with attached 1/ 6/2118 spans at 24"oc in lieu of structural sheathing. OREGON J Additional Notes Use of truss designs for any particular project 'Y4 20,19# is the responsibility of the building owner or OL . building designprofessional.Building designer is responsible for conventional framing.Loads& Renews 8/30/2019 dimensions entered by truss manufacturer. **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI ana SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MlrIW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal 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 Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinstorq;SBCA:www.sbcindustry.com;ICC:www.Iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEAN:11721 / T18 /GABL Cust:R R7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53187 Truss Label: RT3 BFR / GWH 10/25/2018 H 5'9"13 11'515 "I 17'312 H 5'913 5'81 5'9"13 H 1'4"H (TYP) A FAA K P T o 0 o a o 0 0 0 0 0 0 0 0 0 U 0 -- -1 0 0 0 W2 0 1 0 0 OAF -B- W6-0 I II E =0 u 0 3X3 T S :------3X3 III 1.5X3(**) -- 4X8(**) =4X8(**) III 1.5X3(**) 1 17'3"12 5'8"1 " 2 5'4"9 "12 5'81 H 5'8"1 '""T2 11'4"3 11'X35 17 '3"12 ' 1"9 11 1"711 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.036 C 999 360 R* 84 /0 /35 /- /- /207 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.074 C 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 P - - R Min Brg Width Req= - EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.000 U - - Bearing U is a rigid surface. NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.248 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.154 Maximum Web Forces Per Ply(lbs) RepFactors Used:Yes Max Web CSI:0.406 Webs Tens.Comp. Webs Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) AA-F 117 -485 K-AF 117 -484 GCpi:0.18 Plate Type(s): AA-T 105 -433 S-AF 105 -433 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 Lumber Top chord 2x4 DF-L#1&Bet. Bot chord 2x4 DF-L#1&Bet. Webs 2x4 DF-L Std/Stud:W2,W6 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. •cVs ROF P -`SS C95 00114e0 1OZ 19576 41 Lli 1i 6/2118 OREGON J 4+n.20,1946 '• 9-OC , "N� Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357US OR 57113 Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, �\ as applicable. Applates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the Ni RN/COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 " Job Number: 1116053 Ply: 1 SEAN:102909 /T24 /GABL Gust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53342 Truss Label: RT9 BFR / GWH 10/25/2018 H 1,4„H f 9"12 (TYP) A l' 0 0 0 0 0 -o o 0 0 so a 0 0 0 0 0 0 0 0 Rj 1— 10'3" 1 10'3" 10'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 J* 97 /18 /37 /- /- /123 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - J Min Brg Width Req= EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.000 A - - Bearing R is a rigid surface. NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.019 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x3 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. P G IN C9 a r 4 19575 �"4b ,-... ,, 1 6/2118 OREGON J 9-Renews 8/30/2019 v '"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handlin shippin installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)toy safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE L drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANr WmMPPNY truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal 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 dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:105600 /T12 /GABL Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52937 Truss Label: RT6 BFR / GWH 10/25/2018 3"8 9 6" 3" 9'2"8 H--1'4"--H (TYP) A H T O 0 0 0 0 0 U 0 I� w1il D U Qw2 T 1 - 1 K/////////J 3X5(*") i 3�II5 ) 1 3X5 F 9'6" H F 9'6" H 9'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.157 E 726 360 K* 84 /0 /35 /- /- /114 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.317 E 359 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 K - - K Min Brg Width Req= - EXP:B HORZ TL: - Bearing g Des Ld: 42.00 Mean Height:15.00 ft ( )-0.007 K K is a rigid surface. NCBCLL:10.00Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.667 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.486 Maximum Bot Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.509 Chords Tens.Comp. Loc.from endwall:Any FT/RT:2(0)/4(0) K-J 455 -165 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#1&Bet. Webs 2x4 DF-L Std/Stud:W1,W2 2x4 DF-L#2: Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Use of truss designs for any particular project op PROF , is the responsibility of the building owner or s building designprofessional. Loads&dimensions eaG 1 14 FF s�0 entered by truss manufacturer. C.., ,Q Z amt* = ,s 19675 40 r 6/2118 OREGON Renews 8/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing ins-ailed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Defer to ALPINE E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MY COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pronessronar engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For mom information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 • Job Number: 1116053 Ply: 1 SEQN:102907 /T23 /GABL Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master OW: 1 FROM:BB DrwNo: 298.18.0802.53374 Truss Label: RT10 BFR / GWH 10/25/2018 1— 1'4" T'12 (TYP) • A G o a a o a 1 1 fl 0 U 0 0 11L 7,1„ 71„ 71' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 H. 97 /30 /37 /- /- /85.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - H Min Brg Width Req= - EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.000 A - - Bearing N is a rigid surface. NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.027 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x3 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. P ���EQ ROFlc� S voiNiO 19575 'Q . 1+ 6/2118 OREGON 'OL NA';o.JO-N' Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinq ins-tailed per BCSI sections B3,67 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of oro7essionat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this iob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq * Job Number: 1116053 Ply: 1 SEQN:11729 / T20 /GABL Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52940 Truss Label: RT7 BFR / GWH 10/25/2018 F--- 1'4"---d (TYP) A E • • T . -�-el W 1 l61 il-■ co I T i • "• G —=3X3 =3X3 1111.5X4(**) 1111.5X4(**) 5'6" H F- 5'6" H 5'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.048 C 999 360 G* 84 /0 /35 /- /- /66.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.096 C 687 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 E - - G Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):-0.000 H - - Bearing H is a rigid surface. NCBCLL:10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.239 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.227 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.322 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud:W1 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. . �# PROFS p GiNF �O w 19575 �� p '� �_ -,. ilPr 1111) -01. t 6/2118 OREGON 9-0L Renews 6130/2019 v **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proprly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proresstonal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:11717 / T8 / GABL Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53514 Truss Label: RT4 BFR / GWH 10/25/2018 [-- 1'4"---{ I—1'2"4 (TYP) A E • • • • ■ ■ ■ ". II H' G 3X3 =3X3 III 1.5X4(**) III 1.5X4(**) �^ 5'4" 5'4" 5'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSl Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.042 C 999 360 G* 84 /0 /35 /- /- /64.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.085 C 748 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 E - - G Min Brg Width Req= - EXP:B HORZ TL:-0.000 H - - BearingH is rigid surface. Des Ld: 42.00 Mean Height:15.00 ft ( ) a NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.223 Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.215 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.305 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud:W1 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. PROFESS 0,5 NO hi ',6. HOZ 19575 1/ 6/2118 OREGON " "en.20,'14eb RO1_ NS Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have 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 JoinfDetails, unless noted otherwise. Defer to ALPINE I drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of oro-fesstonar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:118514 /T29 /FLAT Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53530 Truss Label: BPI BFR / GWH 10/25/2018 III 1.5X3 A =3X3 B ■■' ■ ■ !►►i iC 3X3 1111.5X3 1'8"4 1'8"4 1'8"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:ll PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 71 /0 /29 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 71 /0 /29 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 Mean Height:15.00 ft C Min BrgWidth Req1.5 NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 = Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.041 Bearings D&C are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.021 RepFactors Used:Yes Max Web CSI:0.024 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to transfer lateral or longitudinal forces.Sheathing or other bracing is required Efl PROF for any longitudinal(drag)forces.All horizontal and vertical Q. F diaphragms and connections shall be designed by the *c S� engineer of record.See Code section 8602.10.6.2. ( ' G N % 19575 9 116/2118 OREGON 9 "on.20,f9ab .POL . Nti Renews 6130/2019 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. '*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byt TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have 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. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,an ,ry y failure to build the k, ,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number: 1116053 Ply: 1 SEQN:116938 /T30 /FLAT Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53545 Truss Label: B?2 BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A B 1MEE 1111.5X3 1111.5X3 1'1"6—� 1'1"6 1'1"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 47 /0 /19 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 47 /0 /19 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 Mean Height 15.00 ft C Min BrgWidth Req1.5 NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 = TCDL:6.0 psf Bearings D&C are a rigid surface. Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.018 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.013 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.0OC.1217.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. �4Lto PROF„ This truss is designed to support vertical loads only. 43? This truss has not been designed to transfer lateral or 4 ,yG 1 N . O longitudinal forces.Sheathing or other bracing is required G 19575 for any longitudinal(dra )forces.All horizontal and vertical .4 engineer of record.See Code section R602.10.6.2. 1i'/lr 6/2118 OREGON TAN"bo.20.I09N". Renews 6130/2019 *"WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *"IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, /11&61/4.as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M1 ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proressionai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI I Sec.2. 8351 Rovana Circle For more information see this fob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:116940 /T31 /FLAT Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53232 Truss Label: BP3 BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A B 111111111111 io ►� 1. 1111.5X3 1111.5X3 1'0"8 1'0"8 1'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 44 /0 /18 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 44 /0 /18 /- /- /5.5 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B HORZ TL: - BrgReq= Des Ld: 42.00 Mean Height:15.00 ft ( ) 0.000 A D Min Width 1.5 NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 TCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.016 Bearings D&C are a rigid surface. Soffit: 2.00 BCDL:4.2 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.008 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.012 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. CEO PRG1pF This truss is designed to support vertical loads only. 4;: - SSi� This truss has not been designed to transfer lateral or �G)N OZ longitudinal forces.Sheathing or other bracing is required G•5 EF 19575 for any longitudinal(dra )forces.All horizontal and vertical , 41, engineer of record.See Code section R602.10.6.2. apt � 1/ 6/2118 OREGON 9-rO io .lsoN�. Renews 6/30/2019 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *'IMPORTANT.' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing ins-Called per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face ot truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,,,r,,,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTesstonat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI!TPI 1 Sgec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.lccsafe.orq Sacramento,CA 95828 hr it Ggble Detail I Fa ' Let—in Verticals Gable Truss Plate Sizes Aboouut'Y� O Refer to appropriate Alpine gable detail for Or minimum plate sizes for vertical studs. PC IL , +°Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web riig�`tn 11 Examplen 2X4 .. A 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing 0/4111 Member Member OToe-not 1 - Or - End-mat /1 1�r �` "1 AI .i '/ © O To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply increase by lengthdeta (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails. Maximum allowable 'T' reinforced gable vertical IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, R•Id ShentWn• Toenalled Nails, specie, and grade of the 'L' reinforcing member. T T h. IOd Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace 4 Nall 1 (4) toenails in the top and bottom chords. This detail to be used with theappropriate Al Ina 'T' Reinf. •T• p gable detail for ASCE Mbr, Size Increase Reinforcing I wind load. Member I 2x4 30 Y. ASCE 7-05 Gable Detail Drawings Example, 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENCIO1014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A1153OENC101014, A1203OENC101014, A14030ENC101014, A1603OENC101014, (1) 2x4 'L' Brace Length = 8' 7' A1803OENC101014, A2003OENC101014, A2003OEND101014, A2003OPED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30x8' 7' = 11' 2' JSee appropriate Alpine gable detail for maximum unreinforced gable vertical length. �I 4 Nall 1� Ceiling '#e,0 PROpk, iO ti �, READ AND F I'LL LOV NOTES ON THIS DNAVI3 O� NG1NCFn ry REF LET—IN VERT INE PORT - FURNISH THIS BRAW5 3 TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 'Q Trusses require care h fabricating,handing,shipping,installing and bracing. Refer to and , 19575 follow the latest •�-. of SCSI(Building Component Safety Information,by TPI andySPCAA)p for safety %r DATE 10/01/14 Unless no"ticest deo•to ,tap chordse shall have propeIns-rlya attashall r ed provide structrral sFwnrewpaand botBCSL tom chord . i DRWG GBLLETIN1014 >r shall have a • •• attached rigidCSI ceiling. Locations shown for permanent lateral restraint of webs A 1'1 P10 I� l E shall have brad • - • per DOST sectknn B3,37 or 310,as appikable. Apply plates to each face ' ' I�� I \VI of truss end po -•; as shown above and on the Joint Details,unless noted otherwise. Refer to drawings Z for standard plate positions. 0 OREGON Alpine,a dlaiskm •� 1TW gubdnp Ce,runts Group Inc shwa not be respansrf for any tlevk pPron ,9R a. MAX, TOT. LD. 60 PSF AN IITNCOMPMPIY this drawYp army P to bWd the truss In canPornorw a with ANSI/TP[L or For handing s NtA•20,ts� •1 installation I • •- of trusses. a� A seal on Ws • or cover page listing this drawbry Nndcates acceptance of profs O` B `, solely for tlr design shown. mer ser part'and uaw oP CE. dr'° ' DUR. FAC. ANY Pares ructvY resporybblky oP the MIN)Designer Por AIRI/TPI l Seas. City, MOo 3 45 Fon, . Information see this Job's general notes page end these web sites, Renews 6/30/2019 MAX. SPACING 24.0' Earth Cily, 83045 ALPIFi www,• tw.comi TPI,www.tphstorgi SBCA www.sbchdustry.orgi ICC'wewJccsafe.org L it ,1 STRONGBACK BRIDGING REC❑MMENDATI❑NS ii 11.-All scab-on blocks shall be a minimum 2x4 BUTT BRIDGING STROTOGE HER NGBACK 'stress graded lumber." O.-All strongback bridging and bracing shall be a r---1 —"!!'w."11 le Minimum 2x6 'stressgradedlumber.' 4' f ►The purpose of strongback bridging is to -411110,441 I ��� P P 9 9 9 "p' ATTACH SCAB WITH IOd BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0,128'x3.o') NAILS IN 2 ROWS AT resulting In an overall Increase In the SCABNOTE' IN' LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 bridging,LAP S NGBACK BRIDGING MEMBERS strongback FOR A LEAST ONE TRUSS SPACING g g g, positioned as shown in STR❑NGBA K BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o.c. (max,) NOTE: Details 1 and 2 are the preferred attachment methods pm-The terms 'bridging' and 'bracing' are sometimes , ATTACH STRONGBACK TO O mistakenly used interchangeably. "Bracing" is an 3i WEB W/ (3) l0d COMMON important structural requirement of any floor i, (0.148'x3') NAILS OR (4) 10d BOX/GUN or roof system, Refer to the Truss Design za•x3.o•> N '' Drawing (TDD) for the bracing requirements for �� / each individual truss component. "Bridging,' \O��1 I particularly 'strongback bridging' is a I`�'�� recommendation for a truss system to help riy01 Gcontrol vibration, In addition to aidin in the %,, distributi n f int t t g�/ I o o po oads be ween ad,scent / 1.- 4:001116".. / truss, strongback bridging serves to reduce STRONGBACK BRIDGING 'bounce' or residual vibration resulting from ...40:00111 • : SPACING REQUIREMENTS moving point loads, such as footsteps. up to 10'None required 10'to 2C 1 roe(ot center of spa) The performance of all floor systems are (2) 10d COMMON (0.148'x3.0') OR 20'to 30'2 roes a at each)/3 odds) enhanced by the Installation of strongback BOX/GUN (0.128'x3.0') NAILS AT , 2x6 (MINIMUM) STRONGBACK, 30'to 40'3 roes a at eoch V4 oahts) TOP AND BOTTOM OF 2x4 it RESTRAINED AT EACH END. Over 40' space crow at 1a ac pohts) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) it 10d COMMON (0.148'x3.0') NAILS For additional Information regarding strongback OR (4)10d BOX/GUN (0.128'x3.0') O ® g g g NAILS. bridging, refer to BCSI (Building Component �� , Safety Information). ...00411111/110* IIIIIIitili. —mil''kutiliiiiim --...........4•011111110oiril oftlimillill......41111111iir OPP- Aleito.4.10 \4I'M111111 \/ ATTACH STRWGHACK \ �H BOTTCr1 CH02D WITH (2) 910 - 3' Sa Ws CEO PROFS. STRONGBACK B i IDGING ATTACHMENT ALTERNATIVES IN Ssoe , '- FURNISH THIS DRAWING TO ALL ...NAMPO=READ AND FOLIIIV�L9/1RAC'Qts INCLUDING T'E IISTALL°t5.KITES IN THIS SRAWING 00 N 19575 �'� O� TC LL PSF REF STRONGBACK Trusses require • ne core in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest • of DCSI Milking Component Safety Information,by TPI and SDCA)for safety %, TC DL PSF DATE 10/01/14 Unlesspractices prior to forming Mese functions. installers shag provide temporary bracing per eat ��. ,� BC DL PSF DRWG STRBRIBR1014 Unless noted o• ,top fiord shall have properly attached struchrnl sheathing and bottom dwrd r shall have a pr•.• I. attached rlold�Lecatlons shown For permanent lateral restraint of ruts A [LER' A ,E shall have •• ed per abo J of DU,as wlessbno App" a to wch Fau 11�26�201g /�'�u��_IJ I\`J' aF truss ane po as shorn aboveand on the Ott Detaas, mess noted BC LL PSF Refer to drael ngs 2 forr�srttandard plate posftlons. OREGON AN r7INCOMPANY this eMo F' into bid t lo ca Inc.nonce:ItY ANSI/rnipu a:T,..2,`��:<lpp",,'" "a -20,15eq, -4 TOT. LD. PSF Installation I • - of trusses. 9,, n .�! A seal on this • or cover• esti,this drawing,bdcates acceptance of proFesabrol -s C V for aeildro TMs y Ond °f this d'°wi'g D DUR. FAC. 1.00 farfar array structve reverie/My Ort Dnidng Designer per ANSVIPI 1 Sec.2. 13389 Lakefront Drive Earth City,MO 63045 For Mo.otbn see this Job's generalnotes page and theweb sites' Renews 8130I2019 SPACING ALPINE. I... tw.cww. onl TPI,wtpM =CM CM a www.sbdrndiutry.ory ICO wseAxsaFearg IF 11 Gable Stud Reinforcement Detail 1 ASCE 7-101 20 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or' 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace 'I (1) 1x4 'L' Brace III (1) 2x4 'L' Brace w (2) 2x4 'L' Brace IMI (1) 2x6 'L' Brace 5 (2) 2x6 'L' Brace ww Bracing Group Species and Grades! Gable Vertical No ;I Spacing Species Grade Brac Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group AI S #1 / #2 4' 1 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir S P r *1 / *2 Standard *2 Stud lJ #3 4' 7 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud *3 Standard Q HF Stud 4' 7 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 8' 10' 9' 5' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7 6' 7' 7' 0' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' D• •las Fir-Larch Southern Pinewww #1 5' 0 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' ® *3 J k SP #2 4' 1 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Standard Standard d D #3 4' 8 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 8 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group BI U #1 / #2 5' 6 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir SPF #3 5' 3 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' *1 1 Bb^ L Y HF Stud 5' 3 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' *t Standard 5' 3 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' QJ Q Douglas Fir-Larch Southern Pines** S P #2 5' 6 I 9' 5' 9' 9' 11' 1'3' 11' 6' 13' 2' 13' 9'11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' *2 *2 #3 5' 5 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' `O D F L1x4 Braces shalt be SRB (Stress-Rated Board). Stud 5' 5� 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' wwrFor 1x4 So, Pine use only Industrial 55 or Standard 5' 3 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 6' 1'� 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d - SPF #3 5' 9/1 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes! 13 U H FStud 5' 9/1 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. OStandard 5' 9} 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X #1 6' 4'' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d P #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. r—! D F L Stud 5' 11 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm ITAttach 'L' braces with 10d (0.128'x3.0' min) nails. Aboutrt �/.C.xtble Tru X I a Ill For (I) 'L' brace. space nails at 2' o.c. 1111 In 18' end zones and 4' ac. between zones. 31EI1EFor (2) 'L' braces. e nails at 3' ac. Diagonal brace option. In 18' end zones and 6'cac. between zones. vertical length nay be — s - doubled when diagonal ii 18' . e 'L' bracing must be a minimum of 80% of web brace is used. Connect f�� r member length. diagonal brace for 335* 'L' at each end. Max web Br ce f� Gable Vertical Plate Sizes total length is 14'. IIE11E `' it Vertical LengthNo Splice / 2x4 DF-L *2 orLess than 4. 0' 1X4 or 2X3 better diagonal r + Greater than 4' 0', but2X4 bracer sin le less than Il' 6'Vertical length shown '' 9 18'M table above. / or double cut ;) Greater than 11' Ei' 3X4 — 4 (ns shown) at �_ + Refer to common truss design for uPPer end• 4 4 �� 11 I • peak, splice, and heel plates. I', �/ / / / /ontinuous Bearl I ' " r, / / Refer to the BuRdinng Designer for conditions Connect dhgona at 3 midpoint of vertical web. 1, Refer to chart above for • •iri 1 * gth. not addressed by this detaR. weDpplT �Fu�as♦i THIS Bal ARNINGliel READ ar m�ALLACONrRAC LL KITES ON S DCLUDI(GVTHIS D1°TIE=TALLERs, N FAQ REF ASCE7-10-GABI2015 Trusses require , ne care h fabricating,handling,shipping.installing and bracing. Refer to end 19575 fogey the latest of SCSI(Building Component Safety Information,by TPI and sBcu for safety /! DATE 10/01/14 practices prior to •• arming these functions. Installers shall provide tenporar bra per BCSL Unlessrated •• , ,top`hard shall have properly attached structural sheathing and bottom`hors !�' % DRWG A12015ENC101014 e. shall have a prop attached rlbdyd ceiling. Locntbns shown for permanent lateral restraint of webs shall have braclnp fled per DM motions B3,37 or HIB,as nppocnble. Apply plates to each face . ./ t /11 11_,P0 I of truss and pow•• as shown above and on the Joint Details,unless noted otherwise. �� LI �f Refer to drawings � Z for standard plate positions. rma ce ,o ^ OREGON J AN ( Maslnyonf ITVtBUdtheuti GconInc.ashaltintAHeTPreLnosrbleorforneotiongfr , om9R`n.20. so° i MAX, TOT, LD. 60 PSF& Iofrussses A seal an this - • ar cover page listing*o drawing.Indicates acceptance of professional OL g "1 N solelyfor the desk.shown. The •. Por�dre - Mappu6Rity of the Blddsl0 Deslpnr Per Al6I/TPI I Sect. 13389 Lakefront Drive Earth Cay,MO 63045 For •! information see this Job's general notes page and flim web sites Renews 6130/2019 MAX. SPACING 24.0' ALPINE.m,• .cont TPD wm.tpb storgl SBCM wwwsbcIndust ryarHi ICG wmlcrJmFearg 'I IL IF ii Commentary: Deflection and Camber I Camber may be built into tru ses to compensate L = Span of Truss (inches) for the vertical deflection hat results from the D = Depth of Truss at Deflection Point (inches) application of loads, Providin camber has the - following advantages Recommended Truss Deflection Limits • Helps to ensure level ceilings and floors after dead loads are applied, Truss Type Deflection Limits • Facilitates drainage to j.void ponding on flat or Live Load Total Load low slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for diffe4nt deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses • Improves appearance of'' garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans hat can appear to 'sag.' Roof Trusses • Avoids 'dips' in roof ricbelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adja]Pent clear span trusses. In accordance with ANSI/TPI -the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) through the Construction Do uments, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magniitude of all loads attributable to ponding that may occur dOe to the design of the roof drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and llin-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is depndent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etc teras, Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for altiowable deflection and Actual Dead Load slenderness ratio (L/D) may 10e required to help control vibration. Flat Roof Trusses (0,25 x Deflection from Live Load) + <1.5 x Design Dead Load Deflection) The following tables are prodded as guidelines for limiting deflection and estima-Ong camber. Conditions or Note: The actual dead load may be considerably less than codes may exist that require exceeding these the design dead load, recommendations, or past experience may warrant using more stringent limitations. P 4V,, ROp,, aVARNAND S1Iin READ AF TOa LDV ALL TES THIS pRAVnrrd NG 1 W eF /O D T FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 REF DEFLEC/CAMB . foTrsehraetse • of cnI s UPohkCtspp,olenaUnpfeypInprnInaWq yanPI banrcioswReorer tofwwi Si, DATE 10/01/14 Wile`s. teed a `op°wrdng thesefunc'a" pee Y watt..chedhall�st r'act`°`pShea fl a` bag t'"chord DRWG DEFLCAMB1014 wm shall have a • •• attached rigid cello g. Locations shown for permanent lateral restraint of rebs ��, : A 17 M 1� 1 E ohat haw ben- . • per BCS,sections 83,e7 rt Peunnlessbno dpot plates to rndi face i ' //��'I I (LJ�1 I\VI Re truss and •• '• as shorn above and on the Jost Petals,unless noted otherwise. L^I Refer to drarps 1 z for stnndo.a plate position. ^ OREGON w Alpine,a division • ITV Buildsp Components Group Inc shall not be responsible for any deviation fran 62 AN RWCOMPAW this drawing,any f i to build the truss in conformance with ANSI/TPI 1,or for hansYrp,shipping, 'V All.20.190 `f installation t • .- of trusses. opr A seat on this �- • or cover page y listing this draeng Indicates acceptance of professional OCD NA 13389 Lakefront Drive ferwo Aruct re � salrlyre>iPoreaUh'c' "•`W�Designer yper'��1 Sect �t Earth City,MO 03045 For •1 Information see this Job's general notes page and these web sites, Renew.6/90/2019 ALPOE tsconl WI.rww.tpsstorgl SPCA.rrw.sbcsdustry.orgi ICCI rweJccsafesrg Ii I it ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Resiolential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft, Mean Hgt, AYE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft, Mean Hgt, ASE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASE 7-10, Part, Enclosed, Exp C, H Greater than 4'6' to 7'6' In length Kzt = 1.00, Wind TC DL=5.0 f, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof' diaphragm every 6'0' (see detail below or Lateral chord bracing reqrements refer to DRWG A12030ENC101014), Top! Continuous roof she hing Bot: Continuous ceiling die hragm H Greater than 7'6' to 12'0' maxi provide a 2x6 stiffback at mid-height and brace See Engineer's sealed des4n referencing this detail to roof' diaphragm every 4'0' (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. X Optional 2x L-reinforcement attached Nails' 10d box or gun (0,1283 3',min) nails. to stiffback with 10d box or gun (0,128" x 3', min,) nails @ 6' o,c, I 7, 7;1111 .0'Illnll'; , ir 144111 I o 'Fili 1 • 2X4 Blocking nailed to 45° sheathing and �1�� i gill 1 each truss i H iat \ 2X4 bette DF-L '#2 di dagonalace, Attach e ch end iiih ea iw for 560#. 16111 li I I I I I li ■ ■■■ ■ ■,Gly ontinuous Bearing 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box ori gun (0.123' X 3', min,) nails, 40 PRoS i S NOTES ON TICS DRAWING' .m1PalT I isaV�aaHIrBRAVING READ AND ro ALLOW D UR0o TIE INSTALL (P NC'la -I- �� REF GE WHALER Trusses require - ne care h fabricating,handling,shlppYn.Installing and bracing Refer*of and , 19575 follow the latest • of DCSI(Building Component Safety Information,by TPI and SBCA)for saety r t DATE 10/01 14 p'acticw peke to on+hg thew functions. installers shall provkle tvnporary�bradrq per HCSL Unless noted .• ,top chord shall have properly attached structural sheaavrp and bottom chord / / r shall have a • •• " attached rigid ceiling. Locations shown for permanent lateral restraint of webs f- �e DRWG GABRST101014 A (� ^�A ' shall have bra- • • per DOM sections B3, or BIB,as applicable. Apply plates to each face 1//26/2018 //`1'I I\v' of truss and po - as shown above and on the Joint Details,unless noted otherwise. Refer to drawings z for stands d plate positions. OREGON resoaeB>tBty Bwaig NITPl SSec anevia bAN RwcoWPAw thiAsIdangdlnannf ITVtoBWdCopussenGconuporIncance aanNe/TPrespLosirberPoradypshIPZfrom 941,29, 99 A MAX. TOT, LD, 60 PSF& • - of trusses. RONr sofoape n:bdobacceptanceof professionall , fae^aVAr.u<dnsey r_M ote shown Designer ltcunIodrawingg 13389 Lakefront Drive For information see this Job's general notes page and these web sites.Earth Oily,MO 83045 ALPINE.ewe • tacomi TPE ww.tphst.orgl SBCA.ww.sbcindustryargi ICC.wwwJccsafearp Renews 8/90/2019 MAX, SPACING it