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Plans (2) o u) z -• 3S332I9 Al 1I9 :Aq pau6 I sap z up w w ua4sow :SS32IOOd m --I c9 o 4.soW -10013 SBBZ apl5-1na : 'osap o ¢ 3A089 1932:10d 88E18 :'awo4snp `" m -' AREA OF BERM FOR GRAND FIREPLACE ONLY F 1 .ZS T or I 3 O / — i R A r1 I I-- cn ~ M M CC _____IL___ I- OM 0 Cr o w cn o -/- JW)--I DO N M�M :-. dQ �Z D MW ¢ a S'-' =„7.,,, ooc� Tw ' c., H C7 •Cf)-- x .Z•E co o cn I x w zw�¢ mMO I w o¢maMd- x _ w 4 C7 ' wcnD - ~ 1- . •• - O C7 O '-' z z .zI, x N ti:\_ ., M01-13 x ml I - \.c JJ¢`L COg .Z.1 1 a) c a:_ : L 'C -- I' — / 7 c m ¢ x Mn ix I y a�A any m ..9.5 I ..9.56 f .9--I - .S--I I .ZS I ADJUST THE B SPACING SO IT DOES NOT INTERFER WITH THE TOILET HERE NOISIAIO ONIO-lln8 OEIV011 JO A11O 61OZ C I Nnr GDA13O21 vomiQ Ivy 1-72_b11 7 oszoo-6107.15 IN PROF"' 4'1-e SA, P % GINE �O O 19575 �� r Alpine,an ITW Company /� /' 8351 Rovana Circle Sacramento,CA 95828 11/26/2018 ,4 LPI N E Phone:(800)877-3678(916)387-0116 OREGON ►n v AN 1WCOMPAM! Fax:(916)387-1110 9ROto,0eN"r sacseals@itwbcg.com Renews 0/30/2019 Site Information: Page 1: Customer: Truss Components of Oregon, Inc. Job Number: 1116053 Job Description: Rvrside 2885 Floor Master Address: master,HILLSBORO,OR Job Engineering Criteria: Design Code: IRC 2012 View Version: IRC 2012 JRef#: 1 Wf171750001 Wind Standard: NA Roof Load(pdf): 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). Item Seal# Truss Item Seal# Truss 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 stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building 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 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. L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl 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.afandoa.org. 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.alpineitw.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 Job Number: 1116053 Ply: 1 SEON:34202 / T22 /SY42 Cust:R R7175 JRef:1 Wf171750001 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" 24'0"4 29 22'11" 1'1"4 --2'6" 1 76"12 ! —2'6"12 -2'6"12—"H—22" - 278 1 2'6"12-4--2'6"12—H--2'6"12-H (TYP) =W=3X5 A 48 C -33 E F _—37 =4X12 3X5= 3X5= B XG H T2 J K L M T i in W V U T S R MQ P 0 N =3X7 3X10 =3X5 =4X12 wW=3X5 =4X12 =3X5 Ii" 20'2'12 j 6'6"8 i 1 26'9"4 H 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): 0.320 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 /- /- I- /- /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 Q Min Brg Width Req= 1.3 TCDL:NA psf N Min BrgWidth Req Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.884are= 1.3 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.968 Bearings W,Q,&N a rigid surface. 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#1&Bet.: 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 and 0.22"due to dead load at X=10-3-12. See Maximum Web Forces Per Ply(lbs) 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 ED PROF B-V 1336 0 I-Q 0 -2338 STRBRIBR1014 for bracing and bridging �(G� FS+s V-D 0 -645 Q-K 0 -1304 recommendations. � r1G 1►4 E� /CG-S `010-1108 L-N 684 260 Deflection estimate assumes composite action with 19575 • y single layer of the appropriate span rated glue-nailed r r wood sheathing. /' Negative reaction(s)of-202#MAX.from a non-wind /- load case requires uplift connection.See Maximum 11 6/21 8 Reactions. OREGON Truss must be installed as shown with top chord up. IA)`on Zo 1900 OCD W. 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 SCSI.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. Applplates to each face of truss and position as shown above and on the JointtDetails, unless noted otherwise. (2efer to �1 LI I N E drawings 160A-Z for standard plate positions. . 1 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,m 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-fessronat engineering responsibility solely for the design shown. The suit-ability 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.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:34204 / T13 /SY42 Cost:R R7175 JRef: 1 Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53358 Truss Label: BGE BFR / GWH 10/25/2018 F1'.21"12 I 1,4„ (TYP) H W=3X5 A T16 V T - - - - - - - - - - d o _ 1.1 . 11. • - JJT. 1 AS�� / �/ ,��/ �, -��/ ��X 1 AE =3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5("") 3X5(**) =3X5(**) =3X5("") =3X5("") =3X5(**)(I) 3X5(**) =3X5(**) =3X5(**) =3X5(**)3X5(**) —3X5( =)3X5 —3X5(**) =3X5(**) 3X5(**) 1 26'9"4 A I- 2674 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft LI# 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 /- /- I- I- /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. 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 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-concurrent ,ego PROF , bottom chord live load applied per IRC-12 section 4' 301.5. §0GINF s./0 Additional Notes , 19575 �� +2x6 continuous strongback.See detail Al' ' STRBRIBR1014 for bracing and bridging al -- recommendations. 1/ 6/2118 Deflection estimate assumes composite action with OREGON single layer of the appropriate span rated glue-nailed 0 v wood sheathing. *'Ai man.20.1900 `. Truss must be installed as shown with top chord up. OC D W„ilk‘' 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,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (593)357-2119 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. AppTy 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,apy failure to build the M,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 prolessionat 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 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: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'F1 13'8 12 24'1"4 13' 8"1 10'4"8 I- 2'6" H- 2'6"12 1 26"12 I- 2'6"12 -I 2'6"12--{ H--26'12--{--2,6"12—4—2'6"12- (TYP) =3X10 =3X5 =3X3 =3X5 =W=3X5 =3X10 A B C D E F G H I J K L LD y T1 S R 0 B2 P 0 N M 3X7 3X10 3X5 =3X5 =3X10 =3X7 W=H0312 r 24'1'4 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): 0.488 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 9 HORZ TL:0.125 B - - M Min BrgWidth Req1.3 Des Ld: 57.00 Mean Height:NA ft ( ) NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 Bearings T&M are a rigid surface. TCDL:NA psf 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# Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.676 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 0-2746 G-H 0 -3961 Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 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-0 3968 0 S-R 3512 0 O-N 3515 0 Loading 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 Additional Notes S-D 0 -869 N-K 1328 0 D-Q 510 0 K-M 0 -1776 +2x6 continuous strongback.See detail E�PROF STRBRIBR1014 for bracing and bridging F recommendations. `�'c0 G I N `rS�O Deflection estimate assumes composite action with (g a F41 y single layer of the appropriate span rated glue-nailed 19575 7 wood sheathing. g, Truss must be installed as shown with top chord up. , 1 i 6/2118 OREGON -•O` 20, . '9 Renews 8/90/2019 "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.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 003)357 US OR 97113 Component Safety Information,by TPI and SBCA)Mr 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 sheathing and bottom chord shall have a propefly attached rigid ceitinq. Locations shown forpiermanent 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 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 CO,OAA,,,. 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 pronessional 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 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 a x Job Number: 1116053 Ply: 1 SEAN:11616 / T16 /SY42 Gust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.52967 Truss Label: I BFR / GWH 10/25/2018 7108 , 96"101 1752 H 7'10"8 1'8 2 7'10"8 F. 2'6" -H 2'6"12 2'6"12--{ f---2'6"12 -H- 2'6"12-H (TYP) 1112X4 =3X10 1112X4 =3X5 =3X5 1112X4 =3X10 1112X4 A B C D E F G H 6 1 ,r 88 M L K J I =3X7 =3X10 1112X4 1112X4 =3X10 =3X7 r 1752 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 Bearin rigid 10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 g N is a g Id surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.620 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.968 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.606 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 0-2686 E-F 0 -2686 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 C-D 0-2686 F-G 0 -2686 Lumber D-E 0-3130 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. Es:)PROF Deflection estimate assumes composite action with itL F single layer of the appropriate span rated glue-nailed 4' StSj wood sheathing. Ory aG I N EF. O,y Truss must be installed as shown with top chord up. 19575 y r %r 1/ 6/2118 OREGON 9,Qo`I ofd. ' 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 o-therwise,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. 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 MAI A. CO,P , 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 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 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.iccsate.orq Sacramento,CA 95828 • k r 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"897 176"8 T10"8 I 1'9"8 I 7'10"8 I--2'6" -1 2'6"12 -I 2'6"12-1 I—2'6"12—+—2'6'12--I (TYP) 1112X4 =3X10 1112X4 3X5 3X5 1112X4 =3X10 1112X4 A B C D E F G H T J / N' M L K J 1 =3X7 3X10 1112X4 1112X4 =3X10 =3X7 r 17'6"8 i F- 17'6"8 -1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI 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): 0.238 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 Des Ld: 57.00 EXP:NA HORZ(TL):0.082 B - - I Min Brg Width Req= 1.3 Mean Height NA ft Code I Misc Criteria Creep Factor.1.5 Bearings N&I are a rigid surface. NCBCLL:10.00 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.638 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.995 Members not listed have forces less than 375#Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.613 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 D-E 0-3168 Lumber Top chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. N-M 1647 0 K-J 3167 0 Loading 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 fp PROF single layer of the appropriate span rated glue-nailed (GQ' FS wood sheathing. `f? 00114 00114 -. '1'/O Truss must be installed as shown with top chord up. r�0- 19575IP' y t- i 6/2118 OREGON * 9ROC2o14#, 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 PORNEx468 97113 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building COR ELIUS Ext Component Safety Information,byTPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oherwise,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 wJnW 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 prosessionaf engineering responsibility solely for the design shown. The suitability 8351 and use of this dawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 83Sa51a Rovana C Circle 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineilw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq >r 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 H-12"8- 1H9"H A C T • • ■ ZO III 1 ur.,=riummi co—i— e' E 3X5 =3X5 3X5(**)(I) 2,4" H 2'4" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in ioc L/defl L/# Loc R /U /Rw I Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 G* 131 /- /- /- I- /28.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 G Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - Bearing G is a rigid surface. EXP:NA HORZ(TL):-0.000 B Des Ld: 57.00 Mean Height:NA ft Members not listed have forces less than 375# NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 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:16.01.00C.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 PROP 4'1- Truss must be installed as shown with top chord up. ,�S' S'Si� CP a GtNEI� 01.• 19575 7 A/- i 1, 6/21 8 OREGON *9OLw.Nom• "OLD Renews 613012019 **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 CO3)357US 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-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyrl 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. 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 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 pro essrona engineering responsibility solely for the design shown. The suitability Rovana and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351Sa51aRovan C Circle 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.corn;TPI:www.ipinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq r -x Job Number: 1116053 Ply: 1 SEQN:102959 /T10 /SY42 Cust:RR7175 JRef:1 Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:88 DrwNo: 298.18.0802.53435 Truss Label: HGE BFR / GWH 10/25/2018 i1{8 12.8 22'9"8 _123'q"12 26'9"4 "8 I 21'5"8 8"43'3"8 -I �4"12+1'4"-{ (TYP) A EW=3X5 116 T T - - - AO// //////////////%// // /// 3X5("") =3X5(") =3X5(") =3X5("') =3X5("") =3X5("") —63X5("") =3X5("") V 3X5(")(I) =3X5(") =3X5(") =3X5(") =3X5(") 3X5(") =3X5("")3X5 —3X5(") =3X5(") k 26'9"4 i I 23'5"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI 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 VERT(LL): AO1131 /- /- /- /- /216 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 AA"81 /- /- /- /- /105 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - AO Min Brg Width Req= Des Ld: 57.00 EXP:NA HORZ(TL):-0.000 B - - AA Min Brg Width Req= - NCBCLL:10.00 Mean Height NA ft Code I Misc Criteria Creep Factor:1.5 Bearings AO&AA are a rigid surface. TCDL:NA psf 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: 0.030 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:16.01.00C.0327.16 Lumber Top chord 4x2 HF#2:T16 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 eco PROFS +2x6 continuous strongback.See detail ( S/ STRBRIBR1014 for bracing and bridging &4 4G(N EF O recommendations. �Q 2 19575 Deflection estimate assumes composite action with %r single layer of the appropriate span rated glue-nailed wood sheathing. allik i Truss must be installed as shown with top chord up. I i 6/2I 8 Bracing 0 OREGON Fasten rated sheathing to one face of this frame. °n•20 19- 9ROCD W"NC 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)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progenyattached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections 83,B7 or B10, /161/4 as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. itefer to A IPL NEE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w,Mt,cr 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-fessional 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 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 r r Job Number: 1116053 Ply: 1 SEQN:11711 / T7 / SY42 Cust:RR7175 JRef:1WfI71750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.53389 Truss Label: H BFR / GWH 10/25/2018 7'10"88' " 13'6" I " 5'3" H T10"8 4 2'6" H 2'6"12 -1 2'6"12-I 1-2'6"12-I (TYP) III 1.5X3 1111.5X3 =3X7 1111.5X3 =3X3 =3X7 1111.5X3 A B C D E F G T - - - - L 1 9 K J I r 3X5 =3X7 =3X5 =3X5 III 1.5X3 r 13'6" I- 13'6" 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/deft 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 /- /- /- /- /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 g HORZ TL:0.037 H - - H Min BrgWidth Req1.3 Des Ld: 57.00 Mean Height:NA ft ( ) NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 Bearings L&H are a rigid surface. TCDL:NA psf BldgCode: IRC 2012 Max TC CSI: 0.382 Soffit: 2.00 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.651 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.369 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 0-1848 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) Tot chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 DF-L Std/Stud L-K 1209 0 J-I 1843 0 K-J 1849 0 I-H 1214 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 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. PROp p GlNF � aO �. • 19575 �� %r 11 6/2118 OREGON 9-01 D,W.tv- + Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.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,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,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,apy failure to build the µfive 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/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 c Job Number: 1116053 Ply: 1 SEQN:154038 /T2 / SY42 Gust:RR7175 JRef:1WfI71750001 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 FH 5'3" 111"8 17'7"12 F—2'6" -f 2712---I f--2'1" 1 —2'6"12 1 2'6"12 f 2'6"12 1 2'6"12--{ (TYP) =3X5 =3X5 =3X7 =W=3X5 =3X3 =3X5 A B CD E F G H I J K L 1 / .7.-4., _ -_ _ -%.%. tr T - SR Q PI9 0 N M =3X5 =3X3X5 —W=3X5 =3X10 =3X7 =3X3 =3X5 r 102" 1 1210"4 1 f 23'0"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): 0.063 J 999 360 T 493 /- l- l- I- /3.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.117 J 999 240 P 1592 /- I- /- /- /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 Re 1.3 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 g= TCDL:NA psf M Min BrgWidth Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.645 Req= Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.457 Bearings T&P area 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) 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:16.01.000.0327.15 B-C 124 -776 G-H 0 -1165 Lumber 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-nailedda ep PRO E-P 0-1175 K-M 0 -1091 wood sheathing. • 1-. FFS.c, P-G 0-1444 Truss must be installed as shown with top chord up. ,fp �G I N�� /0 0 • 19575 y r %, I� i 1 t 6/2118 OREGON 9R OCD W. 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 an8 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 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 B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. (tefer 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 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 pro-fessronat 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 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 i , 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" 7'10"8 6 I 7'10"8 k—2'6" _I 2'6"12 -f 26"12—H H—2'6"12 H 2'6"12—H (TYP) 3X3 1112X4 =3X10 1112X4 =3X3 1112X4 =3X10 III2X4 A B C D E F G H T L �/ \ / - t 1 �` N M L K J I =3X7 =3X10 1112X4 =3X10 =3X7 III 2X4 r 16'3" i 16'3" I 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): 0.185 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 — HORZ(TL):0.064 I - - I Min Brg Width Req= 1.3 Mean Height:NA ft BearingI is rigid surface. NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 a g 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# TPI Std: 2007 Max BC CSI: 0.773 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:0.535 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 0-2434 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-QED PRO/�FSS s� GINE �O G 19575 �� 7 %r 11 6/2118 OREGON 9R0L20,10"Nom., 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,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)t6'rsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 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 JoinDetails, 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 M,my 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 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:112564 /T3 / SY42 Cust:RR7175 JRef: 1WfI71750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53202 Truss Label: A BFR / GWH 10/25/2018 5'3" 5,4„ 81" I 5,3„ h� 2,9„ 1' 2'6" -{ 2'6"12 1 (TYP) 1111.5X3 1111.5X3 =3X5 =3X5 1111.5X3 A B CD E T — - io X 1 \ 1 _ H G ' F =3X5 3X3 15X3 =3X5 1 8,1„ A I 81" 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 Pt NA Ce:NA VERT(LL): 0.022 H 999 480 I 461 /- /- /- /- I- 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 9 HORZ TL:0.010 F - - F Min BrgWidth Req1.3 Des Ld: 57.00 Mean Height:NA ft ( ) NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 Bearing F is a rigid surface. TCDL:NA psf BldgCode: IRC 2012 Max TC CSI: 0.445 Soffit: 2.00n: BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.454 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.199 Maximum Top Chord Forces Per Ply(lbs) 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 -666 C-D 0 -663 Wind Duration:NA WAVE VIEW Ver:15.02.00C.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. 4:4.- PRO/�SSS %fp �GlNe >O O 19575 ' 9 I. 1/ 6/2118 OREGON 9ROCD.WaNA'+ 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 COR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (5003)3)3 357 US 57-2118 Ext bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing 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 L 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 ITW n)MPA truss in conformance with ANSIITPI 1,or for handling,shipping,installation and braciNY ng oftrussesA seal on this drawing or cover page listing this drawing indicates acceptance of professronaf 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.orq Sacramento,CA 95828 i 0 Job Number: 1116053 Ply: 1 SEQN:24802 / T14 /SY42 Cost:RR7175 JRef:1 WfI71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53515 Truss Label: AGE BFR / GWH 10/25/2018 H 1'412—4-- 1'4"-H (TYP) A G T - - - - - - - m I I I I I I I l I I I T 1 2X4 =2X4 3X5(**) =3X5(**) 3X5(**) =3X5(**) =3X5(**) F' 81" { I` 8'1" { Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI 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 Enclosure:NA ( ) O* Mi r- /- /- /- /97.0 BCLL: 0.00 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/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:15.02.00C.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 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 �Ep PROp . Deflection estimate assumes composite action with � str single layer of the appropriate span rated glue-nailed ..f.,3- �G N FF �O wood sheathing. dil a, 19575 Truss must be installed as shown with top chord up. r r /- i I/ 6/21 8 OREGON 9 �f 9-Ot , W 20, v/� Renews 0/30/2019 **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 0 herwise,top chord shall have properly attached structural sheathingand bottom chordshall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face o truss and position as shown above and on the JoinDetails, 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 mY 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 prooessronaf 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 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:350844 /T11 /SY42 Cust:RR7175 JRef: 1WfI71750001 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" I2'6" -{ (TYP) III 1.5X3 =3X3 w 3X3 III 1.5X3 A B C D T io 1 - H-1 G F E III 1.5X3 III 1.5X3 w 3X3 3X3 r 6'5" H 6'5" 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 I U /Rw /Rh I RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.022 G 999 480 H 366 /- l- l- 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 Des Ld: 57.00 EXP:NA HORZ(TL):0.014 B - - E Min Brg Width Req= - Mean Height:NA ft Code 1 Misc Criteria CreepFactor:1.5 Bearing H is a rigid surface. NCBCLL:10.00 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.396 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.256 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.135 Maximum Top Chord Forces Per Ply(lbs) P 9 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) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 HF#2 Bot chord 4x2 HF#2 H-G 451 0 F-E 451 0 Webs 4x2 DF-L StdlStud G-F 452 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. H-B 0 -509 C-E 0 -509 Additional Notes Truss must be installed as shown with top chord up. 4,0'PROFS _� GINF vO F 19575 4. y r %r 1/ 6/2118 OREGON 9-OL, W W. 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.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installin and bracin Refer to and follow the latest edition of SCSI(BuildingCO3)357 US OR 97113 d safety9. 9• (503)357-2118 Ext ComponentSafety Information,by TPI an SBCA)fpractices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have 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 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 me listing this drawing,indicates acceptance of proesstonaengineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Sacramento,CA 95828 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 Job Number: 1116053 Ply: 1 SEQN:26319 / T28 /SY42 Dust:R R7175 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-- 1'4"--{ (TYP) A E T I�I�III I . .:._m::_:::-• co ._._._U •K IIMP G 2X4 =2X4 3X5(**) =3X5(**) =3X5(**) F 5'5"14 -I F 5'5"14 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 Category:NA ( ) G Min Brg Width Req= - BCDL: 7.00 g ry 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/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:15.02.00C.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 All plates are 1.5X3 except as noted. (**)3 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 CEO PROFF Deflection estimate assumes composite action with ,(`i , single layer of the appropriate span rated glue-nailed .y G I N F� :O wood sheathing. 0 � �19575 Z Truss must be installed as shown with top chord up. 9r /- i /01 I1 6/2118 OREGON 9RLa . Of. vii 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.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 and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 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, 11116 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 M n OWN.' 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.tpinst.orq;SBCA: www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 * b 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 III 1.5X3 A B C D T .-•-••-. ZO ommion . IIIIIIIIIIIIIIM MINIMMilr 1 � • �• � I -:-: AU I H G F 3X3(**) =3X5(**) =3X3(**) III 1.5X3 III 1.5X3 =3X5(**) III 1.5X3 III 1.5X3 I- 3'6"4- H 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): 0.018 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= - EXP:NA HORZ(TL):-0.005 D F Min Brg Width Req= - Des Ld: 57.00 Mean Height:NA ft NCBCLL:10.00TCDL:NA psf Code I Misc Criteria Creep Factor.1.5 Soffit: 2.00BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.153 Members not listed have forces less than 375# 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:15.02.000.1217.16 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 (**)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 BEV PROFF single layer of the appropriate span rated glue-nailed 4' . wood sheathing. O.5 �G t N FF �O41 y Truss must be installed as shown with top chord up. r 19575 yf /I <- 1 i 11 6/2118 OREGON 9"OCD W.'" 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.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)f-osafety 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 bracingg installed per BCSI sections B3,B7 or B10, /41111 . as applicable. Apply plates to each face of truss and position as shown above and on the Joint-DDetails, 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 AN f1w 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 professronaf engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing 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.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 � R Job Number: 1116053 Ply: 1 SEQN:39505 / T19 /SY42 Cust:RR7175 JRef: 1Wfl71750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53186 Truss Label: M BFR / GWH 10/25/2018 2,9" , 3,4„1 '8 2'9" 7"12 2,6" III 1.5X3 =3X3 III 1.5X3 A B C iTIi io . F E D 3X3 III 1.5X3 III 1.5X3 3'6"4 �- 3'6"4 -{ LoadingCriteria ♦Maximum Reactions lbs (psf) Wind Criteria Snow Criteria(Pg,Pf in PSE) DeflICSI Criteria 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):-0.028 E 999 480 F 95 /- /- I- /- /- 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 Code/Misc Criteria Creep Factor:1.5 NCBCLL:10.00 TCDL:NA psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.796 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.315 Spacing:24.0" CSC 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. 4',Ep PROFESS Op ,t0 N eF O '2 19575 y �i l f 6/2118 OREGON 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,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS03)357OR 97113 fc3 safety9. 9• (503)357-2118 Ext Component Safety Information,by TPI an SBCA)fpractices prior to performing these functions. Installers shall provide temporaryry /1116bracing 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 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 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 N nW WMPPNY 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 protessionaT engineering responsibility solely for the design shown. The suitability98351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building 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.orq;SBCA:www.sbcindustry.corn,ICC: www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:26315 / T27 /SY42 Cust:RR7175 JRef:1Wfl71750001 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 T • • _ isol• 111 1 MIIIIIMMINEMI E, D 2X4 =2X4 1111.5X3 1111.5X3 1'10.'4 -� l'10"4 -{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI 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 LL VERT : 0.000 B 999 480 VERT(LL): 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 - - NCBCLL:10.00 Mean Height:NA ft Code 1 Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# TCDL:NA psf 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. Oke PROFSSS Op G1NFF iO 19575 7 1 f 6/2118 OREGON 9 20,10 ,Q0`.o Renews 813 012 01 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 SCSI(Building CO3)357 US OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 EM 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 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 Joint-Details, 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 pk,rr,Y, ,, 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 Dro-fessionaf 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 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 Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:39508 / T25 /SY42 Gust:R R7175 JRef: 1 Wfl71750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53248 Truss Label: BPX BFR / GWH 10/25/2018 1111.5X3 1111.5X3 1112X4 1112X4 A B C D ■ Il lI ■ W2 ,■�Iilllllllllllllll1il=i H G F E 1112X4 1112X4 1111.5X3 1111.5X3 1 r8n8 1'8"8 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):-0.024 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/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: 0.947 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. kop PROOFS Negative reaction(s)of-401#MAX.from a non-wind '� S'� load case requires uplift connection.See Maximum ‘AGIN E . O Reactions. O 19575 2 Truss must be installed as shown with top chord up. %, l/' '- 1/ 6/2118 OREGON �9ROiOs9 2o,104 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)fosafety 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 JoinDetails, unless noted otherwise. Refer to A IPL 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 rIW COMPANYtruss in conformance with ANSI/IP!P! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of orooessronaf engineering responsibility solely for the design shown. The suitability and use of this yawing 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.corn;ICC:www.iccsafe.orq Sacramento,CA 95828 t SEQN:210981 T6 FLAT Ply: 2 Job Number: 1116053 Cust:R7175 JRef:1Wf171750001 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"106'9"9 10'4"10 13'11"10 17'6"11 20'10"9 24'4"4 3'5"10 I 3'3"14 I 3'7"1 I 3'7"1 3'7"1 I 3'3"14 3'5"10 '� 6X8 =4X88[5] I111.5CX3 =3X5111] =3X513] 3X5= =3X18] = 5r2 3X0] =4X5 T RI iallIl •. Q 1113X5 =5X7[4] =6X8[7] SS0514 =3X5[ = 12] =3X5[14] =3X5[19] =3X5[21] 1111.5X3 r 24.4"4 1 3'5"10 , 3'3"14 379 3'7"1I 3'7"1 I 3'3"14 , 3'5"10 3'5"10 6'9"9 10'4"10 13'11"10 17'6"11 20'10"9 24'4"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI Criteria A 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 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration: - HORZ(LL): 0.078 A - - J 1296 /- I- /- I- /- EXP:NAKzt:NA HORZ TL:0.180 A - - R Brg Width=5.5 Min Req=1.6 Des Ld: 57.00 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 Members not listed have forces less than 375# Load Duration:1.15 MW FRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.779 Maximum Top Chord Forces Per Ply(lbs) Spacing:Special loads C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.844 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 0-4182 E-F 0 -5196 Wind Duration:NA WAVE,18SS VIEW Ver:16.01.000.0327.16 B-C 0-8040 F-G 0 -5196 C-D 0-8040 G-H 0 -3500 Lumber Additional Notes 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. Botschord2x6 DF-L Std/Stud 2400:W2,2.OE Use of truss designs for any particular project Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L W4,W8,W 10,W 12,W 14 is the responsibility of the building owner or Chords Tens.Comp. Chords Tens. Comp. 2x4 DF-L#2: building design professional.Building designer is Nailnote responsible for conventional framing.Loads& Q-P 4522 0 N-M 5340 0 dimensions entered by truss manufacturer. P-0 7016 0 M-L 3646 0 Nail Schedule:0.120"x3",min.nails 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-13 1156 0 H-K 0 -632 BC:3813 lb Conc.Load at 6.80 D-N 0 -422 K-I 1849 0 IkE°PROP , N-E 1666 0 I-J 0 -613 Plate Shift Table �� JT Plate Chord JT Plate Chord ,' �G1NFF "O No Size Shift Bite No Size Shift Bite C./ 4 9 [4] W5X7 S 1.25 [5] W4X8 S 1.25 19575 5 [7] W6X8 3.00 L 2.75 [11] W3X5 S 1.25 /` [12] W3X5 2.25 L 1.25 [13] W3X5 2.25 R 1.25 i- . [14] W3X5 S 1.25 [18] W3X5 S 1.25 [19] W3X5 2.25 L 1.25 [20] W3X5 2.25 R 1.25 11 6/21 8 [21] W3X5 2.00 L 1.25 OREGON Purlins 14)‘1917.20,19a- G, The TC of this truss shall be braced with attached� L D W"N spans at 24"OC in lieu of structural sheathing. 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,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 d safetyg (503)357-2118 Ext ComponentSafety Information,by TPI an SBCA)fr practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppse y attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /11111as 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 A,,,,,, „r 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 professionar engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 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: 2 SEQN:108037 /T1 / FLAT Cust:RR7175 JRef: 1Wf171750001 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 II 2'4"14 3'2" 17"8 6'5"8 6'111I"-2 9'4" - 2,4"14 9.21 1'8" -15"1e 2'4.'14 III 1.5X3 III 1.5X3 6X8 III 1.5X3 III 1.5X3 III 1.5X3 A B C D E F =6X8G T W2 : B o B o We : M L K J I H 3X7 5X7(**) 1.5X3 1111.5X3 1111.5X3X7(**) 1113X7 A 9'4" 1 34"14 19 2 I I 1'8" I5"1p 2,4„14 , 2'4"14 32" 1'7"g 6'5"8 6'11"21 9'4" 4'9"8 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 LL VERT : 0.089 D 999 360 VERT(LL): N 3417 IO 1161 /- /- 15.5 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 HORZ(TL):0.043 A - - H Min Brg Width Req= - Mean Height:NA ft BearingN is rigid surface. NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 a g Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.625 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.745 Members not listed have forces less than 375# RepFactors Used:Yes Max Web CSI: 0.720 Maximum Top Chord Forces Per Ply(lbs) Spacing:2.0" C&C Dist a:NA ft 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:16.01.00C.0327.16 B-C 106-3053 E-F 106 -3053 C-D 106-3053 F-G 101 -2895 Lumber Additional Notes Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF SS Webs 2x4 DF-L Std/Stud:W2,W8 2x4 DF-L#2: Chords Tens.Comp. Chords Tens. Comp. 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. Maximum Web Forces Per Plylbs Bot Chord:1 Row @12.00"o.c. ( 1 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 I-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 Plating Notes �(fGQ'��PRGF &AN (**)2 plate(s)require special positioning.Refer to ...C? aG 1 N F� /O scaled plate plot details for special positioning C9 19575ich y requirements. r3r ;0,Purlins /411. <0, The TC of this truss shall be braced with attached 14 6/2118 spans at 24”oc in lieu of structural sheathing. OREGON Additional Notes 'IAN Use of truss designs for any particular project • vee'2O'1900 r is the responsibility of the building owner or �L e W W.N building designprofessional.Building designer is responsible for conventional framing.Loads& Renews 6/30/2019 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.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)357 US OR 97113 Component Safety Information,by TPI and SBCA)f6 (5 03)357'rsafety practices prior to performing these functions. Installers shall provide temporary -2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properlyattached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face oftrussand 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 M1 rTW 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-fessionar 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 + r Job Number: 1116053 Ply: 1 SEQN:11721 / T18 /GABL Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53187 Truss Label: RT3 BFR / GWH 10/25/2018 5'9"13I 11'5"15 _I 17'3"12 —.I 5'9"13 5'8"1 5'9"13 I—1'4"H (TYP) A FA K P T o a o 0 0 0 o a o a o a a a o 0 to .1 $ -0 0 j El $ $ $AF $ $ -$- W6 $ 1 7 12 1 u3X3//------1/T////�///,----- //��/R III 1.5X3(°°) =4X8(**) =4X8(°"') 1111.5X3(**) I 17'3"12--- 5 8"1 " � 114493 i'1I' ' 5 17 3"112 1"9 17"11 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): 0.036 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= - Des Ld: 42.00 EXP:B HORZ(TL):-0.000 U - - Bearing U is a rigid surface. Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 NCBCLL:10.00 TCDL:6.0 psf Soffit: 2.00 BCDL:4.2sf Bldg Code: IRC 2012 Max TC CSI: 0.248 Members not listed have forces less than 375# p TPI Std:2007 Max BC CSI: 0.154 Maximum Web Forces Per Ply(lbs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Webs Tens.Comp. Webs Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.406 Loc.from endwall:Any FT/RT:2(0)/4(0) AA-F A-F 11705 -433 K-AF 117 -484 7 -484 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 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. �� O PROFS � SS 04, �G1NFF /O 19575 7' // 1 i 6/21 8 OREGON GI av 9 • "- o,OLDWN� 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.Box488 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)fbsafety 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 for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or 810, 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,any failure to build the AN RSV COMMW 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 professional engineering responsibility solely for the design shown. The suitability Circle 51 and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 9383Sa51a Rovana CA 95828 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 C 4 Job Number: 1116053 Ply: 1 SEAN:102909 /T24 /GABL Cust: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 9'12 (TYP) A T 0 0 0 0 0 0 -0 0 0 I a o- 0 0 0 -0 10'3" { 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 Pf: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= - Des Ld: 42.00 EXP:B HORZ(TL):0.000 A - - Bearing R is a rigid surface. Mean Height:15.00 ft NCBCLL:10.00 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: 0.028 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:16.01.0OC.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. 4-�Eo PROp a G.NQ �O 19575 FR 9 /0i /- i 1/ 6/2118 OREGON 11,0 20,104 Do a 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,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building COR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (5003)03)357OR 357-2116 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. Appplates to each face of truss and position as shown above and on the JointtDetails, unless noted otherwise. (2efer 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 w nw 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 proressronal 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 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 4 e Job Number: 1116053 Ply: 1 SEQN:105600 /T12 /GABL Gust: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" 9'6" 3"8 9'2"8 H—1'4"H (TYP) A H T 0 W1 0 0 0 0 0 0 0 W2 O 0 0 0 0 0 0T. 1 J 1 K ! ////// //J 3X5(* *) 6 3X15(( )) 111 3X5 h 9'6" h 9'6" H9'6" 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/defl 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):-0.007 K - - Bearing a 9 K is rigid surface. Des Ld: 42.00 Mean Height:15.00 ft Code 1 Misc Criteria CreepFactor.1.5 NCBCLL:10.00 TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.667 Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Maximum Bot Chord Forces Per Ply(lbs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.486 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.509 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 projectCEO PROFS. is the responsibility of the building owner or ,cf(i Ss building designprofessional. Loads&dimensions ...4, l;;1 N E iO entered by truss manufacturer. (� F 2 r(U. _�(i 19575 7 /0' I1 6/2118 OREGON GI 9R0LDW. 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 4e8 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 BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locationsshown 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. 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 ANI1WODMPANY 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 pr essiona engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 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:102907 /T23 /GABL Cust:R R7175 JRef: 1WfI71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53374 Truss Label: RT10 BFR / GWH 10/25/2018 H- 1'4" 3"12 (TYP) r 1 A G T 0 0 0 0 0 OID 0 a 0 0 a0 7'1" 71" 7'1" 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 LI# 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 I- /- /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= - Des Ld: 42.00 EXP:B HORZ(TL):0.000 A - - Bearing N is a rigid surface. Mean Height:15.00 ft NCBCLL:10.00 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: 0.028 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: 0.027 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. G%NF O Ga 19575 FR .1" % 1/ 6/21 8 OREGON 4r.11%‘4, 20,,9. 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 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)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 ermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face ofptruss 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 * COMPANY truss in conformance with ANSI/TPt 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prooessionall 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.orq Sacramento,CA 95828 IOW • Job Number: 1116053 Ply: 1 SEAN:11729 / T20 /GABL Gust: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 H-- 1'4"----I (TYP) A E T • 0 ■-�-i W 1 �- 1 I ■ „ "• 1 ' G HII.5X4(*) 111135X4(**) H 5'6" H 5'6" { 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/defl L/# Loc R /U I Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf: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= - EXP:B HORZ(TL):-0.000 H Bearing H is a rigid surface. Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00TCDL:6.0 psf Code 1 Misc Criteria Creep Factor:1.5 Soffit: 2.00BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.239 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: 0.227 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:15.02.00C.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. �1ED PROpSS �� G1NFF SA \ O O 19575 9 Si, /- Ii 6/2118 OREGON 9'OLD,W." 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 488 Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCO3)3 72S OR 97113 Component Safety Information,by TPI anc3 SBCA)fsafety 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 for ipermanent lateral restraint of webs shall have bracing ins-tailed per BCSI sections B3,B7 or B10, /46 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer 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 ITN 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 prdtessionar engineering responsibility solely for the design shown. The suability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building 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.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 • �r Job Number: 1116053 Ply: 1 SEQN:11717 / T8 / GABL Cost:RR7175 JRef: 1WfI71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53514 Truss Label: RT4 BFR / GWH 10/25/2018 1'4" f--1'2"4�{ (TYP) A E ° • co -ri7-Id W 1 ill iIII 1712 H' G 3X3 =3X3 1111.5X4(**) 1111.5X4(**) 54" 5'4" 5'4" 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 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 9 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.223 Members not listed have forces less than 375# Load Duration:1.15 MW FRS 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. PROFE 4;(- SS O18575 % 1/ 6/2118 OREGON 9-1OLD WaN` ' Renews 6/30/2018 **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.Box468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORN E7-21 OR 97113 Component Safety Information,by TPI and IU SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 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 permanent lateral restraint of webs shall have bracinginstalled 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,any failure to build the M OWN..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-fessronal engineering responsibility solely for the design shown. The suitability Circle 51 Rovana and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 838351a CA95828 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.orq f y Job Number: 1116053 Ply: 1 SEAN:118514/T29 /FLAT Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53530 Truss Label: BP1 BFR / GWH 10/25/2018 I3111.5X =3X3 B 1 •=Imoraims 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: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 71 /0 /29 /- I- /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 Req NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:1.5 = 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 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:0.024 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.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 PROF for any longitudinal(drag)forces.All horizontal and vertical Er.E F diaphragms and connections shall be designed by the S, engineer of record.See Code section R602.10.6.2. .� 14G IN F OZ 19575 11 6/2118 ni OREGON 1,0"+n.20,19eo OLD W•Ns' Renews 613012019 "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 4e8 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 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 810, 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 wrrwmrHww 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 prooessionar 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.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:116938 /T30 /FLAT Cust:RR7175 JRef: 1WfI71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53545 Truss Label: BP2 BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A B 54) C 1111.5X3 1111.5X3 11"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/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 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 Code/Misc Criteria CreepFactor:1.5 C Min Brg Width Req= 1.5 NCBCLL:10.00 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 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.013 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:15.02.000.1217.16 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. O-e0 PROpFS This truss is designed to support vertical loads only. A S� This truss has not been designed to transfer lateral or %� , G N E + O longitudinal forces.Sheathing or other bracing is required O19575 9 for any longitudinal(drag)forces.All horizontal and vertical diaphragms and connections shall be designed by the %' engineer of record.See Code section R602.10.6.2. �- 1/ 6/2118 OREGON -*OLD W. 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.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 0OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (5003)3)3 357 US 57-2118 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 permanent lateral restraint of webs shall have bracing installed 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. (2efer 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 ,,,,,W 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 ANSIfTPI 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: ==w.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:116940 /131 /FLAT Cust:RR7175JRef:1Wfl71750001 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 1111.5X3 1111.5X3 �— 1'0"8—j 1'0"8 1'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI 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: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/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: 0.016 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.008 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:0.012 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 PROFS This truss is designed to support vertical loads only. ,(Si S0 This truss has not been designed to transfer lateral or �G 1 N E� O longitudinal forces.Sheathing or other bracing is required 19575 4h y for any longitudinal(drag)forces.All horizontal and vertical diaphragms and connections shall be designed by the engineer of record.See Code section R602.10.6.2. /I. 1/ 6/2118 OREGON 9Lila.20,10' -FOLDW. Renews 0/30/2019 **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.0.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CO3)35721 OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ex 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. 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 y,r,W ,,, o,,,N, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing indicates acceptance of pronessionar 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 Gable Detail '_ For Let-in Verticals Gable Truss Plate Sizes About O Refer to appropriate Alpine gable detail for • II minimum plate sizes for vertical studs. 11 1141 +QRefer to Engineered truss design for peak, splice, web, and heel plates. O ®If gable vertical plates overlap, use a 111111 single plate that covers the total area of the overlapped plates to span the web. © © verOExample. 2X4Len • Iiiirdikliii41 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reknforcing MemberMcVImbeber Toe-Hatt - Or - End-nail OO To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' increase by length (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.101 Shea-thin. Toennlled Nails, specie, and grade of the 'L' reinforcing member, IOd Common (0.148'x3',min) Toenails at 4' o.c. plus i 4 Natt II: �1 (4) toenails in the top and bottom chords. Web Length Increase w/ T Brace 'T' Reinf. 'T' .T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Slze Increase Relnforcing wind fond. 2x4 30 Member 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 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 AI1530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC1010I4, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.3 0 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length, �1 4 Nall II II Ceiling ��0 PROI . i seVARNINma'eEAD AND FOU-IN ALL NIKES ON THIS DRAVIGI C., ,V. V 02 REF LET-IN VERT ssD TANTes FURNISH THIS'RAVING TO AU.CONTRACTORS INCLUDING THE INSTALLER& 'Q Trusses require extreme care A,fabrbwti ng,handling,shipping,instal1,/ 19575, Bab T bracing Refer to end (1, -1DATE 10/01/14 follow the latest ediior to tion performingof BCth sof(Building Component. Safety ell provide,temporaryrovide TP[rytl bracingcfor safety • fl, Unless notes ed otherwise,topchord shall have properly attached structurasheathingand botton&L chord e. shall have a properly attached r shown ceiling, Locations shofor permanent lateral restraint of webs ��_� DRWG GBLLETIN1014 [If_� E shall have bracing Installed per SCSI sections B3,B7 or 310,as applicable. Apply plates to each face s 1 ,q i l�l�\`V,ll of truss and position as shown above and on the Joint Details,unless noted otherwise, V Refer to drawings 160A-Z for standard plate positions. OREGON Alpine,a division of ITV Building Components Grow Inc.shalt not be responsible for any deviation from ,� ' 20 19 o MAX. TOT. LD. 60 PSF AN RW COMPANY this draskng,any failure to build the truss in conformance with ANSI/TPI 1,or for handing,shipping, dn, 8 Installation I hisbracing of trusses. N'�OLD w•N� A seat on this drawing or cover uesg this n The,suitability acceptanceuseof professional DUR. FAC. ANY for s yY resp for the te loofa sinown. The sur pert'and use of c2, drawing 13389 Lakefront Drive for any structure the responsbAlty of the Binding Designer AHSI/TPI t SK2. Earth City,MO 63045 For more information see this Job's general notes page and these web sites. Renews B/30/2019 MAX. SPACING 24.0' ALPINE.www,atpin ltw.cont TN'wnr,tphstorgt SBC&www.sbcndustryorgt ICC.wswiccsafedrg STRONGBACK BRIDGING REC❑MMENDATI❑NS P--All scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK 'stressraded lumber.' BRIDGING TOGETHER g m.-All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' �` I�5•`I 0.-The purpose of strongback bridging is to -p• ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting In an overall Increase In the SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o.c. (max.) NOTE! Details 1 and 2 are the preferred attachment methods . The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) 1Od COMMON O important structural requirement of any floor (0.148'x3') NAILS OR o (4) 10d BOX/GUN or roof system. Refer to the Truss Design 1 �za•x3.o') NAILS .0(1?. '� Drawing (TDD) for the bracing requirements for �� I' / each individual truss component. 'Bridging,' ! �� particularly 'strongback bridging' is a -48b...4001111110recommendation for a truss system to help % ` li control vibration. In addition to aidingin the 4rf% et- �`t,� ��' distribution of point loads between adjacent '�'�� truss, strongback bridging serves to reduce ► ` 'bounce" or residual vibration resultingfrom STRONGBACK BRIDGING SPACING REQUIREMENTS moving point loads, such as footsteps. Up to 10'None required 10'to 20'I row at center of span) The performance of all floor systems are (2) 10d COMMON (0.148'x3.0') OR 20'to 3a2 rows a at eadi I/3 pdntsl enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK, 30'to 49,3 rows a at ea&1/4 pdntsl TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. fiver my space IV was at ac pohts) bridging and therefore is strongly recommended SCAB—ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) LOd COMMON (0148'x3.0') NAILS For additional Information regarding strongback OR (4)lOd BOX/GUN (0.128'x3.0') 9 9 9 NAILS. / bridging, refer to BCSI (Building Component 100040:11P il. rrol ;1010 '0 iii Safety Information), % ,,Fidg 1011111411117 1111gillhll% 111111111*" 11 \/ ZATTACH STRINGBACK TO BUTCH CFQ2D WITH \ (2) 910 — 3' SCREWS EQ PROPS`DS sSTR❑NGBACK BRIDGING ATTACHMENT ALTERNATIVES -c , BMs ARNINGi READ AND MUM ALL NINES ON THIS BRAVING' C.// NG NCF ©ii Tr TC LL PSF REF STRONGBACK . WDRTANTwe FURNISH THIS DRAWING TI ALL mITRACTRtS INCLUDING THE INSTALLERS. 14 - - 19575 7 /� \ Trusses require extreme care M fabricating handling,shipping,installing and bracing. Refer to and r TC DL PSF DATE 10/01/14 /,� follow the latest edition of BCSI..(Building Component Safety Infornovide by WI and SBCA)for safety �' prncdces 7. . pmfornkq these functions. Installers sit provkN ten 517A brndrq per n Unless noted otherwise,top chord s)all Pave properly attaches structu of Shea ng and batten ch rd �• BC DL PSF D R W G S T R B R I B R 1014 tr shall Pave a properly attached r Locations whom for pernnnent lateral restrolnt of webs I� n� shall have b poet kutnllyd per B SI s B3,87 or B30,as a d.,,no Apply pinkrs to wch Face 14/26/2018 d Iuta\vH �nf trr,sr and pnslda,as.ham Shave nd an that=Details,unless noted otherwise. BC LL PSF Reser to.rowing.1641,1 for standardaplate positims. OREGON AN Alpine,o .Llan of ITV BJldlnp hetr.nts G'o. Inc shad not be responsrole far wwyy devlaaan lean new `n.20,19 -4 TOT. LD. PSF ITM/COMPANY this drop bracingPeof to 4Il the truss Incon ornnnnce.Nth ANSI/TPI 1,or For handing,shlpping, 7 ♦ 0 installation on I a of trusses. A seal this crude or cover page listing this drawing,indicates occ.pte.¢e of professional JAI. 0 W• •N,, y solely for the ded I show. The suitability and use of this drawing DUR. FAC. 1.00 II 13389 Lakefront Drive far�wre h the of the BvAdrp Drslprwr per ANSI/iPl I SecE. Earth City,MO 63045 For note information see this Job's general notes page and these web sites. Renew,6/30/2019 SPACING ALPINE.e...alpb,eltw.coni TPI.wrr.tpinst.orgi SDC,e.w.sbdndustry.org,ICO ee.Jccsafe.org Gable Stud Reinforcement Detail ASCE 7-101 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 4 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 e 2x4 Brace (1) 1x4 'L' Brace ■ (1) 2x4 'L' Brace ■ <2) 2x4 'V Brace ■■ (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace Bs Bracing Group Species and Grades) Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S Spruce-Pine-Fir Hem-Fir SF #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 411 / k2 Standard M2 Stud P r #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 CD U I i F Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' OHF Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine**e 01 #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 *3 J SP #2 4' 10' 8' 2' • 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud anStdd Standard Standard #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' II' 11' 14' 0' 14' 0' 14' 0' 14' 0' CCU DPL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' d Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B: 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' Hem-Fir - S P P #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' kl & Btr L U ki 01 o HF Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Plness= #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' *1 *1 SP #2 5' 6' 9' 5' _ 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 l ) 1)--I DFL #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Hoard), Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' cesFor 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 SPP #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: Lf U H 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. OI l Standard 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 kSP #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. a--I D P 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' I 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm iy; Attach 'L' braces with 10d (0.128'x3.0' min) nails. T T About it: ii able Truss ii 11 I a 1k For (1) 'L' brace. space nails at 2' o.c. r 1 in 18' end zones and 4' o.c. between zones. Diagonal brace optlorn ��`'� 31E 31(for (2) onesea space nailseat 3' o.c. vertical length may be T : In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' 'L' bracing must be a minimum of 80% of web brace Is used, Connect 1_ ± r� ;� member length, diagonal brace for 3354 'L' at each end. Max web Brace :� Gable Vertical Plate Sizes total length is 14'. �_ kEW a Vertical Length No Splice 2x4 DF-L #2 or a Less than 4' 0' 1X4 or 2X3 better diagonal r : Greater than 4' 0', but 2X4 Vertical length shownbraces single 18, : less than 11' 6' or double cut * Greater than 11' 6' 3X4 In table above. tit (as shown) at L_ 1 n n + Refer to common truss design for pd {j4 4 U ' y L I N peak, splice, and heel plates. / /ontinuous Bearl•/ 1),,R Connect diagona at 1� / / / /11 /�•E`�"" F��+_ / / / Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for .• -1. .. 30': gth. not addressed by this detaR, sNARNDOem READ AND FDLLOV ALL NOTES ON THIS BRAVIki C./ N C.A. 2 REF ASCE7-10-GAB12015 ssfvBltTNITee FURNISH THIS BRAVING TU ALL CBIITRACTRNS INCLUDING THE INSTALLERS. O 19575 u 7 Trusses rewire extreme care In fabricating,handling,shipping,installing and bracrg. Refer to and DATE 10/01/14 follow the latest ednon of BCSI(Bolding Component Safety Information,by WI and SBCA)for safety %: practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chard 1410, DRWG A12015ENC101014 y shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs it 5/ �e Ll OFA (1 shall have bracing installed per b` sections B3,B7 or B10,as applicable. Apply plates to each face /�/.''' i= l�l�\`V'll of truss and position as shown above and on the Joint Details,unless noted otherwise. V Refer to drawings 160A-z for standard plate positions 0 OREGON Alpine,a division of ITV Building Components Group Inc shall not be responsble for any deviation from AN RWCOMP4NY this drawrg,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, 11,0`•1).20,190°' MAX, TOT, LD, 60 PSF installation&bracing of trusses. .�� A seal on this drawing or corer gape listing this drawing,Indicates acceptance of professional pl ear 6rerYip resparu6Blty sa-i far#y lf.* slwws Designer sulr per and uv of a&s d^awrg 13389 Lakefront Drive for any s�tlr b the responsibility M tie Building Dper A16VTPI 1 SeeE. Earth CiTy,/2063045 For more information see this Job's general notes page and these web sites, Renews6/30/2019 MAX, SPACING 24,0' ALPINE'wwwaipineitw.comi TPD www.tprlstorgi SBCN www.sbcindustry,orgi ICC,www)ccsafe.org Commentary: Deflection and Camber Camber may be built into trusses to compensate L = Span of' Truss (Inches) for -the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of' loads. Providing camber has the following advantages: Recommended Truss Deflection Limits • Helps to ensure level ceilings and floors after dead loads are applied, Truss Type L/D Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs, Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for different 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 that can appear to 'sag.' Roof Trusses • Avoids 'dips' in roof ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. In accordance with ANSI/TPI 1 the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) -through -the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1,25' (horizontal) location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-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 dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras, Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be 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 provided as guidelines for limiting deflection and estimating 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, ,SV' PROFESS, otT,,,,r.�'mm• a .READ AND FOLLOW OVALL ALL CIMITES ON THIS IRA;,V01°„e INSTALLERS. C -4,,�G'a rF46 /OZ REF DEFLEC/CAMB Trusses require extreme care in fabricating,handing,shipping,Installing and bracing. Refer to and t(/ 19575 y N follow the latest edition of BCSI Making Component Safety Information,by TPI and SBCA)for safety % -1 DATE 10/01/14 practices prior to pe ezinpog these functions. Installers shall provide tenporar bradnp per 3CSL unless noted otherMse,top chod stall have properly attached structural rhea io and bottom chord / !° DRWG DEFLCAMB1014 r shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 1 t •r A L O^ E shall have bracing installed per BOW sections B3,B7 or 810,as applicable. Apply plates to each face ' a '1�1 lu^\vl' of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings I60A-2 for standard plate positions. OREGON AN Alpine,a dMsbn of ITV HWId Conponmts Group Inc shall not bt responsible for any deviator from 1kqq Rw�MPI�NY this drawing,any coo; to badld the truss ti conformance with ANSI/TPI 1,or for hnrd6ng,shbpinp, 96"iA.20 j944' r installation I bracing of trusses. /r _ A seat an this drawing or cover Meting this drawing,indicates acceptance of professional OCD far�tvngrittte resrxeisibility Mf tics sbn shown Tee per MS[�TPI I SICS and nota of this drawing Y 13389 Lakefront Drive oBuilding Designer Earth City,MO 63045 For more information see this Job's general notes page and these web sites. Renews 6/30/2019 ALPINE!www.alpineltw.coml TPI.wee.tpinst.org,SBCA,ow o.sbcindustryao rgl ICC,oolccsafecrg ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required a 100 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1.00, Wind TC DL=5.0 psf, 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 requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6' to 12'0' max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design 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 (0.128'x3',min) nails. to stiffback with 10d box or gun (0.128' x 3', min,) nails @ 6' o.c. I II Nx I ll* 2X4 Blockingolif 1 nailed to 45° sheathing and t each truss '— , H ®—®—®_®_®`l� 1111Zl1=lllllllllllllIIIIINtlM1111111. 1111=111111111111MIIIIII2X4 DF-L #2 H/2 or better diagonal brace. Attach each end X for 560#. iiiiiAkfr ` ,i i ' IiniU�■ im ■ i■■••.■nim■film ■ ■ ■ ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0,123' X 3', min.) nails. ,r,- PROFESS i swVARImi[A.READ AND FRlIV ALL NOTES do THIS DL1VDIli . /NG t N C�h O .uIPIINTNITa FURNISH THIS IDAVDO TO ALL CIIITRACT1DtS DNCLIIDDNfi THE INSTALLERS. •r REF GE WHALER Trusses require extrene care in fabricating,han lb.g,shipping,installing and bracing. Refer to and • 19575, follow the latest nation of RCSI(Bulging Component safety Information,by WI and SDCA)for safety ' f 1 DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bra=per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathinng and bottom chord. /- DRWG GABRST101014 AIL ^ . shall have a properly attaedched rigid ceiling. Locations shown for permanent lateral restraint of webs /Q I I �� of shall have bracing siition as shown aboove and on 33,D7J or n tails,unlesaps Pott herrwwiplates to each fa" 1 a/26/2018 �j—=��IL�r Refer to drawings Isw-z for standard plate positions. OREGON Alpine,a division of ITV BuNdn Components Group Inc shall not be responsible for anydeviation from v b ANRINCOMPANY this s drawing, ,any failure to bulbi the truss in conformance with Nisi/TPI 1,or for hansong,shipping, 9n an.20,190 f f MAX, TOT, LD, 60 PSF bracing of trusses, rT V A seal on this drawing or cover page listing tNds drawing,bndcates acceptance of professional OCD W•NA �trs ty sa4My for the design sfown The s,Aboblllty and use of tide .ing 13389 Lakefront Dove for pay b the refponusbBNty:Int Building Designer per NISI/TPI I SeeB Earth Ci MO 63045 For more information see this Job's general notes page and these web sites. MAX. SPACING City, ALPINE.wwwalpineltw.coml TPI.wv. Renews 613012019 tphstorgl SBCh www.sbceMustryargl ICC wwwJccsafrany