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Plans (50) IAMMMMIMIEMEIMMEIMI F 34'8" I -5'4" --I J RT3 RT3 ZT w'1 h , e a 311 + O 8 T r W mU I` 1 RT4 LL 07 a �� p ; z cc HGUS262 O UJ w 16" ON CENTER HERE - I—I o ti_ CD e-- O k- w jTlq 1 KG U461 m Li_ tU46 Z1- Li., U2 CC RT9 . . _� - > ISJ 8 g in U cn CBd W LG AND KG DO NOT SUPPORT FLOOR LSC. LOAD. THEY ARE GIRDER TRUSSES =0� L ACTING AS BEAMS. LG SUPPORTS 1--L4 '•- KG WICH SUPPORTS I RND G FLOORS h w 0 r// _ I '. B � o LL CrH "4---":"---0.- E -7 F- Como cwn OLU ..,..01 , _ ,.,-7.) 6 _ RT X LL C� 0: D1 I ¢ LL-0 L� .1 t� X -q R�7 1 19 IS X Ute—X X 9 ItX — N> r Q > O r-+ y BPX M BPX ECO tX X X (D L •(n 0 N MIT4 •18 N E �w .� Fmy I fm / \ -i- 0 0 0 0 H6'4.. -6'4" al , 2 v m i / _. \ y 0 F.------11 ' - "4' - 1 19' B NO: 6' 1116053 x I 40' PRGE NO: 1 OF 1 ,s0 PROFESS .2 GINE �O 19575 7 r , Alpine,an ITW Company J- 8351 Rovana Circle Sacramento,CA 95828 11/26/2018 ALPINE' Phone:(800)877-3678(916)387-0116 OREGON Fax:(916)387-1110 9 '�.so.19s AN ITW COMPANY �)07 14, sacseals@itwbcg.com Renews 6/30/2016 Site Information: Page!: Customer: Truss Components of Oregon,Inc. Job Number: 1116053 Job Description: Rvrside 2885 Floor Master Address: master,HILLSBORO,OR Job Enoineering Criteria: Design Code: IRC 2012 View Version: IRC 2012 JRef#: 1 Wfl71750001 Wind Standard: NA Roof Load(pelt): None Wind Speed(mph): 0 Floor Load(psf): 40.00-10.00-0.00-7.00 This package contains general notes pages,29 truss drawing(s)and 5 detail(s). Item Seat/ 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 RT1 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 iateraTsupport 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. U#= user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value. L/deft = 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.orq. 2. ICC: International Code Council;www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.tpinst.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 SEQN:34202 / T22 /SY42 Cust:RR7175 JRef:1 Wf171750061 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.52938 Truss Label: B BFR / GWH 10/25/2018 2694 , 22'11" 24'0"4 29" 22'11" I 1'1"4 I----2'6"—4--2'6"12#-2'6"12-4-2'6"12--1---22" ---278--1--2'6"12--I--2'6"12-4-2'6"12—{ (TYP) =W=3X5 =4X8 =3X3 =3X7 =4X12 3X5 =3X5 A B C D E F G H I T2 J K L M 1 VA V U T S R FRIQ P 0.-4: N =3X7 =3X10 =3X5 =4X12 =W=3X5 =4X12 =3X5 1 20'2"12 j 6'6"8 i F 26'9"4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pt NA Ce:NA VERT(LL): 0.320 F 759 480 W 1061 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.541 F 449 360 Q 1945 /- /- /- /- /3.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.058 B - - N 276 /202 /- /- /- /3.7 EXP:NA HORZ(TL):0.097 B - - W Min Brg Width Req= 1.3 Des Ld: 57.00 Mean Height:NA ft Q Min BrgWidth Req1.3 NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor.1.5 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.884 N Min Brg Width Req= 1.3 BCDL:NA psf TPI Std:2007 Max BC CSI: 0.968 Bearings W,Q,&N are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA 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 B-C 0-2943 G-H 0 -2256 Lumber 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 S-R 723 0 Deflection Calculated vertical deflection is 0.31"due to live load Maximum Web Forces Per Ply(lbs) and 0.22"due to dead load at X=10-3-12. See detail DEFLCAMB1014 for camber recommendations. Webs Tens.Comp. Webs Tens. Comp. W—B0_1994 _S_--1 —1389 0 Additional Notes O PROF ,s,.._ B-V 1336 0 I-Q 0 -2338 +2x6 continuous strongback.See detail �lE FV-D 0 -645 Q-K 0 -1304 STRBRIBR1014 for bracing and bridging '� U-G 501 0 L-N 684 -260 recommendations. Ory �G('"FFA OZ G-S 0-1108 Deflection estimate assumes composite action with 19575 single layer of the appropriate span rated glue-nailed �, wood sheathing. , Negative reaction(s)of-202#MAX.from a non-wind /- load case requires uplift connection.See Maximum 1 6/21 8 Reactions. OREGON Truss must be installed as shown with top chord up. *9 "+n,yp,1s� "VAN'lin. "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 0OR 97113 Component Safety Information,by TPI and SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary (5003)3)3357US 57-2116 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 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 A ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the K+mvoxwwr 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 proiessionaf engineering responsibility solely for the design shown. The suitability 8351 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351a Rovana C Circle 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.ora;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq e °Job Number: 1116053 Ply: 1 SEAN:34204 / T13 /SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53358 Truss Label: BGE BFR / GWH 10/25/2018 11'4"12 I 1'4"H (TYP) H W=3X5 A T16 V T J - - - - - - - - - - - - - - - - L io - - Ts 1 - J - AS/ ����� /'��> �� - ��/ ���-------',--"--1,-----X AE 3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5(**) 3X5(**) =3X5(**) =3X5(**) --3X5(**) 3X5(**)(I) w3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5((**) =3X5(**) =3X5(**) =3X5(**) 3X5(**) =W=3X5 1 26'9"4 1 F 26'9"4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 AS*131 /- /- /- /- /216 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 AE*130 /- /- /- /- /105 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 AS - - AS Min Brg Width Req= - EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):-0.000 AS - - AE Min Brg Width Req= - NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor.1.5 Bearings AS&AE are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Members not listed have fomes less than 375# 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:0.059 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 CEO PROpF bottom chord live load applied per IRC-12 section . tr 301.5. C9y4.1' s�0 Additional Notes d —+ xWoon ous strongback.Spee detail0' - STRBRIBR1014 for bracing and bridging / i recommendations. 1 4 6/21 8 Deflection estimate assumes composite action with OREGON single layer of the appropriate span rated glue-nailed r wood sheathing. 9��-n.20,190 IP Truss must be installed as shown with top chord up. O` I * Renews 5/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)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 forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE 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 , ,,,,,031,,,,,,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci1, ng of trussesA peal on this drawing or cover page listing this drawing,indicates acceptance of pro7essionat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.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 Wfl71750d01 e Rvrside 2885 Floor Master Qty: 13 FROM:BB DrwNo: 298.18.0802.53188 Truss Label: D / GWH 10/25/2018 13' ,' 13'112 24'1"4 HH 13 8"1 10'4"8 I—2'6"--I 2'6"12 - 2'6"12 - 2'6"12---I—2'6"12--{ I—2'6"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 T1 S R Q B2 P 0 N M =3X7 3X10 3X5 =3X5 3X10 =3X7 W=H0312 1 24'1"4 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): 0.488 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 Req= 1.3 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 BldgCode: IRC 2012 Max TC CSI: 0.655 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: 0.888 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 D-E 0-3961 I-J 0 -2743 Lumber E-F 0-3961 J-K 0 -2743 Top chord 4x2 HF#2 F-G 0-3968 Bot chord 4x2 HF#2:B2 4x2 HF#1&Bet.: Webs 4x2 DF-L Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. T-S 1574 0 P-O 3968 0 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 0-H 664 0 detail DEFLCAMB1014 for camber recommendations. B-S 1330 0 H-N 0 -876 AdditionalNofes S-D 0 -869 N-K 1328 0 - -- -- ------ D-Q —510 ---0- -K-M --0 -1776 +2x6 continuous strongback.See detailEp PROp STRBRIBR1014 for bracing and bridging F* F recommendations. `y4' G N E sv? Deflection estimate assumes composite action with C a F� y single layer of the appropriate span rated glue-nailed 19575 7 wood sheathing. Si, Truss must be installed as shown with top chord up. // 1 6/2118 OREGON 9ROC 'o ,9oN�v Renews 6/9012019 V `*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building 003)357-2118US OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503) Ext bracingper BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp 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 ,,,,,,,w°,,,,,,,,n, 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 essionat 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/1711 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 " *Job Number: 1116053 Ply: 1 SEQN:11616 / T16 /SY42 Cust:R R7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.52967 Truss Label: I BFR / GWH 10/25/2018 �' 7'10"8 -1- 1.8"2 9;6'110+ 17'5"2 7'10"8 1 8 2 7'10"8 I—2'6" -f 2'6"12—4.--2'6"12-i 2'6"12 I 2'6"12---I (TYP) 1112X4 -=3X1 0 1112X4 -----3X5 =3X5 1112X4 =3X10 1112X4 A B C D E F G H 1 't Mill N- M L K J I =3X7 =3X10 1112X4 1112X4 =3X10 =3X7 r 1 T5"2 A F 17'5"2 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): 0.233 L 897 480 N 993 /- /- /- /- /3.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.404 L 517 360 I gm /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 I - - N Min Brg Width Req= 1.3 EXP:NA HORZ TL:0.079 I - - I Min BrgWidth Req Des Ld: 57.00 Mean Height NA ft ( ) NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.1.5 Bearing N is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.620 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.968 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.606 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2686 E-F 0 -2686 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2686 F-G 0 -2686 Lumber D-E 0-3130 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 1634 0 K-J 3129 0 Loading 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 STRBRtBR1014 for bracing and bridging recommendations. EO PROF Deflection estimate assumes composite action with �� F. single layer of the appropriate span rated glue-nailed ' A, wood sheathing. Gam' oG%NZ" OZ Truss must be installed as shown with top chord up. 19676 lill'01, /- / 1 i 6/2118 OREGON '9 . s 20,11� 9-0/ i Renew.e13012019 **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,handlingg shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)f8'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 bracingq installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. 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 Mi rry ,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 proiessronaT engineering responsibility solely for the design shown. The suitability 8351 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana,C Circle e828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindusiry.com;ICC:www.iccsafe.orq Job Number: 1116053 Ply: 1 SEQN:11618 / T15 /SY42 Cust:RR7175 JRef:1 Wfl71750001 r. Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53359 Truss Label: J BFR / GWH 10/25/2018 7'10"89'8" 17'6"8 T10"8 I 1,9"8 I 710"8 2'6" -I 2'6.'1 2 1 2V1 2—i I—2'6.'1 2 I 2'6"1 2—{ (TYP) 1112X4 ==-3X1 0 1112X4 =3X5 -=-3X5 1112X4 --3X1 0 1112X4 A B C D E F G H T - io _L -1 .------- - 1_ 4:1%4\ /---- - NO M L K J iI =3X7 =3X10 1112X4 1112X4 =3X10 =3X7 r 176"8 i F 176"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI 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 EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.082 B - - I Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 Bearings N&I are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.638 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.995 Members not listed have forces less than 375# RepFactors Used:Yes Max Web CSI:0.613 Maximum Top Chordmp. Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) - I:NA GCpi:NA Plate Type(s): B-C 0-2710 E-F 0 -2710 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2710 F-G 0 -2710 Lumber D-E 0-3168 Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1647 0 K-J 3167 0 M-L 3167 0 J-I 1647 0 Bottom chord checked for 10.00 psf non-concurrent L-K 3168 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Deflection Webs Tens.Comp. Webs Tens. Comp. Calculated vertical deflection is 0.20"due to live load N-B 0-1859 E-J 0 -744 and 0.23"due to dead load at X=7-9-12. See detail B-M 1207 0 J-G 1207 0 DEFLCAMB1014 for camber recommendations. M-D 0 -744 G-I 0 -1859 Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014TortiracInq and bridging recommendations. Deflection estimate assumes composite action with41 Z PRO single layer of the appropriate span rated glue-nailed '�(�il. vet, wood sheathing. `� oG i N EF 90 Truss must be installed as shown with top chord up. (J 19575 9 ' - Si r / i 6/21 8 OREGON v Ven-20"19t 'r 14a.,441. "VW Renews 6/30/2019 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,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)mr safety practices prior to performing these functions. Installers shall provide temporary (593)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 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 w MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pae listing this drawing,indicates acceptance of prosessionaf 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 ramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sac I'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 �1'2"8-H H 9" A C io I.I■I 1lr.=IIIrnrj cor- e' E =3X5 =3X5 3X5(**)(I) 2'4" -{ 2'4" • -{ Loading Criteria(psi) 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 G. 131 /- /- /- /- /28.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 G Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - Bearing G is a rigid surface. EXP:NA TL Des Ld: 57.00 HORZ( )-0.000 B - - Mean Height:NA ft NCBCLL:10.00 Code I 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: 0.144 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.010 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI:0.029 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Provide for complete drainage of roof. i%eQPROFS Truss must be installed as shown with top chord up. f(, S G�y� �GINEF s0 - 14 6/2118 OREGON TA,pi 20,10* .• Renews 8180/2019 **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 CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)far safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, .41161 . 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 ,t,my COMPANYtruss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawing,indicates acceptance of pronessionaf engineering responsibility solely for the design shown. The suitability and use of this aawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineltw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEAN:102959 /T10 /SY42 Cust:RR7175 JRef:1 Wf171750IX)1 * Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53435 Truss Label: HGE BFR / GWH 10/25/2018 14" I-I 1'2"8 1"8 22'9"8 ,23'1"12 26'9"4 8 21'5"8 8 3'3"8 �4 12--1'4"'.I (TYP) =W XS A H T16 T T - - - - - - - - - - - ' - - - - - b_ fo T AO// //// // // ////// /////� AA V =3X5("*) w 3X5(**) =3X5(") w 3X5(*") e 3X5("*) =3X5(") w 3X5(**) =3X5(*") 3X5(**)(1) w3X5(") =3X5("") =3X5(**) =3X5(") 3X5(") w3X5(*")3X5 w3X5(**) =3X5(**) I 26'9"4 1wV 1 I 23'5"12 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 A0*131 /- /- /- /- /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= - EXP:NA Des Ld: 57.00 HORZ(TL):-0.000 B - - AA Min Brg Width Req= - Mean Height:NA ft Bearings AO&AA are a rigid surface. NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 9 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.030 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 3015. Additional Notes REO PRO +2x6 continuous strop back.See detail , STRBRIBR1014 for bracing and bridging GAG aGINeo VOA recommendations. 19575 Deflection estimate assumes composite action with �, single layer of the appropriate span rated glue-nailed wood sheathing. /- i Truss must be installed as shown with top chord up. 1 7 6/2118 OREGON Bracing ..f Fasten rated sheathing to one face of this frame. 9/QO n.29,19 N6,• L Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT'"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing 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 ,,,,,,,CO„r,,,,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci ,,,, ng of trussesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of proressionar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 • 10 Job Number: 1116053 Ply: 1 SEQN:11711 / T7 / SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.53389 Truss Label: H BFR / GWH 10/25/2018 710"8 H8"4 136" F710' "8 4 5'3" I--2'6" I 2'6"12 -I 2'692—I I--2'692—I (TYP) III 1.5X3 1111.5X3 3X7 1111.5X3 =3X3 =3X7 III 1.5X3 A B C D E F G T — / 1 L1 K J I r 3X5 ' 3X7 ---.3X5 =3X5 1111.5X3 A 13'6" i I 13'6" H Loading Criteria(ps() Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl1CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/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 Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.037 H - - H Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings L&H are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.382 Load Duration:1.00 MW FRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.651 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:0.369 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-1848 D-E 0 -1843 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 C-D 0-1848 E-F 0 -1835 Lumber Top chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 DF-L Std/Stud L-K 1209 0 J-I 1843 0 Loading K-J 1849 0 I-H 1214 0 Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section 301.5. Webs Tens.Comp. Webs Tens. Comp. Additional Notes L-B 0-1364 I-F 709 0 B-K 726 0 F-H 0 -1371 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. `y 110PROp�s O i __. ___.. eArfillp-- Ii 6/21 8 OREGON 9,Qo 20.OW 4'.- Renews 6180/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE 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 ,,,,,,�,P,,,,,. truss in conformance with ANSI/TP! 1,or for handling,shiIN ITW installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of prosessionaT engineering responsibility solely for the desjgn shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:154038 /72 / SY42 Cust:RR7175 JRef:1 Wf171750051 e 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 F" 5'3" '"8 17 '7"12 H I---2'6" -1 2'6"12—H H-21"--♦~2'6"12----F..--2,6"12 - 2'6"12 - 2'6"12—H (TYP) =3X5 =3X5 =3X7 W=3X5 =3X3 =3X5 A B CD E F G H I J K L So 1 , Tiri T3X5 = 3 3 X5 -W=3 - = X5 3X10 3X7= 3X3 3X5 r 102" * 1210"4 i F 23'0"4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,P(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): 0.063 J 999 360 T 493 /- /- /- /- /3.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.117 J 999 240 P 1592 /- /- /- /- /3.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 M - - M 642 /- /- /- /- /- EXP:NA HORZ TL:0.024 M - - T Min Br Width Req1.3 Des Ld: 57.00 Mean Height:NA ft ( ) g 9 Code I Misc Criteria CreepFactor.1.5 P Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf MMin Br Width Req - Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.645 9i = Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.457 Bearings T&P are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.469 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:10(0)/4(0) 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 Lumber B-C 124 -776 G-H 0 -1165 C-D 130 -775 H-I 0 -1165 Top chord 4x2 HF#2 D-E 139 -764 I-J 0 -1165 Botchord4x2HF#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-0 923 0 e- -- - -.-...siteaction with - R-E— 619 0 N-K---- 436 0 single layer of the appropriate span rated glue-nailedE-P 0-1175 K-M 0 -1091 wood sheathing. ��it0 PROF Fs+, P-G 0-1444 Truss must be installed as shown with top chord up. ��5 10N EF 'o 19578 7 Ar /- i 1/ 6/21 8 OREGON 9 20,106 spO` O 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 003)357US OR 97113 Component Safety Information,by TPI an 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 sheathingshall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,r,,rr,,,m,,,,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 pro-fessronar 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 mom information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 • '4'Job Number: 1116053 Ply: 1 SEQN: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 i 8'4,"8 16'3" HI 7'10"8 6" 7'10"8 -{ F=2'6" -1 2'6"12—4—2'6"12--1 I-*--2'6"12--I--2'6"12— f ( ') 1112X4 =3X1 0 1112X4 =3X3 3X3 1112X4 =3X10 1112X4 A B C D E F G H T J k/ + / \t r 3X7 =3X10 1112X4 K =3X10= 3X71 1112X4 r 16'3" i 1 16'3" 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 Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.185 L 999 480 N 926 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.302 L 644 360 I 926 /- /- /- /- /2.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 I - - N Min Brg Width Req= - EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.064 I - - I Min Brg Width Req= 1.3 NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 Bearing I is a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.373 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.773 Rep Factors Used:Yes Max Web CSI:0.535 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2434 E-F 0 -2434 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 C-D 0-2434 F-G 0 -2434 D-E 0-2748 Lumber Top chord 4x2 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 4x2 HF#2 (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*IE0 PROpNt i C9`y 1 i 6/21 8 O OREGON R.n.ws 1/30/2019 "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)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, .44111/4, 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 Buildin g.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,,,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page COWNY listing this drawing,indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this awing 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.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:112564 /T3 / SY42 Cust:RR7175 JRef:1WfI71750001 e Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53202 Truss Label: A BFR / GWH 10/25/2018 5'3" _§'4" 81" 5'3F " yf" 2'9" "I I— 2'6" I- 2'6"12 —I 1 (TYP) 1111.5X3 III 1.5X3 =3X5 =3X5 III 1.5X3 A B CD E T x I 1 _ H G .F =3X5 —3X3 15X3 =3X5 1--- 8'1" I 81" 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 Ioc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.022 H 999 480 I 461 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.036 H 999 360 F 461 /- /- /- /- /2.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 F - - I Min Brg Width Req= - EXP:NA g 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 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.454 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.199 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 Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) 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'itEO PROFS a � At, GINE "O 19575 � y l Ar 1 i 6/21 8 0 OREGON 9,p O`;0., 90 J -�: Job Number: 1116053 Ply: 1 SEQN:24802 / T14 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53515 Truss Label: AGE BFR / GWH 10/25/2018 14"12 1'4"-H (TYP) A G io 1 l I I I I I I I I F-1 2X4 - 2X4 3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5(**) 8'1„ �. 8'1„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSl 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 O* 131 /- /- /- /- /97.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 0 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 HORZ TL:-0.000 0 Des Ld: 57.00 Mean Height NA ft ( ) NCBCLL:10.00 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: 0.157 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 #EO PROFS Deflection estimate assumes composite action with •( St single layer of the appropriate span rated glue-nailed �y O wood sheathing. a _ Truss must be installed as shown with top chord up. /, i 1i 6/21 8 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,installing,and bracing. Refer to and follow the latest edition of BCSI(Building COR 57113 Component Safety Information,by TPI and SBCA)fb'safety practices prior to performing these functions. Installers shall provide temporary (5003)3)3 357 US 57-2111 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 pci ermanent lateral restraint of webs shall have bran installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinifDetails, 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 minwoonssm 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 ANSIITPI 1 Sgec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:350844 /T11 /SY42 Cast:RR7175 JRef:1 Wf1717500B1 e 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" F" 2'6" H (TYP) 1111.5X3 ---3X3 --3X3 III1.5X3 A B C D T - ioI G F E 1111.5X3 1111.5X3 =3X3 3X3 i 6'5" A I- 6'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph PE NA Ce:NA VERT(LL): 0.022 G 999 480 H 366 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.046 G 999 360 E 366 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.007 B - - H Min Brg Width Req= 1.5 EXP:NA Des Ld: 57.00 HORZ(TL):0.014 B - - E Min Brg Width Req= - Mean Height:NA ft BearingH is rigid surface. NCBCLL:10.00 TCDL:NA psf Code 1 Misc Criteria Creep Factor.1.5 a Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.396 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.256 Members not listed have forces less than 375# RepFactors Used:Yes Max Web CSI:0.135 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Chords Tens.Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0 -452 Wind Duration:NA WAVE VIEW Ver:15.01.016.0522.21 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 HF#2 H-G 451 0 F-E 451 0 Webs 4x2 DF-L Std/Stud G-F 452 0 Loading 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. ,ct.00 PROFESS �y G%NF �0 G d 19575 F� 5, �r 1 t 6/21 8 OREGON 9,Q0`i o.1s 4, Renew.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 BCSI(Building CORNELIUS- OR 97113 Component Safety Information,by TPI and SBCA)fog safety practices prior to performing these functions. Installers shall provide temporary (503)357-2718 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottochord shall have a properly attached rigid eilibottom chord Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawingan failure to build the ,t,,,,r COMPANYrCOMPANYtruss in conformance with ANSI/7P! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of processional engineering responsibility solely for the design shown. The suittlblllty and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.corn:TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 • 9'Job Number: 1116053 Ply: 1 SEQN:26319 / T28 /SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53420 Truss Label: Z BFR / GWH 10/25/2018 H- 1'4"12 I 1'4" (TYP) A E ic. I-I-I-I-I 1 iI .-.-.-• . K G 2X4 ''-2X4 3X5(**) 3X5(**) =3X5(**) F- 5'514 -{ F- 5'514 H Loading Criteria(psf) 'Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSl Criteria I ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pt NA Ce:NA VERT(LL): 0.000 D 999 480 G. 131 1- l- l- /- /65.9 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 D 999 360 G Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 K - - Bearing K is a rigid surface. EXP:NA Des Ld: 57.00 HORZ(TL):-0.000 K - - Mean Height:NA ft NCBCLL:10.00 TCDL:NA psf Code 1 Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.164 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.029 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.066 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.00C.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 I% 0 PRO Deflection estimate assumes composite action with '1' `SSS single layer of the appropriate span rated glue-nailed 0aG I N EF O woad sheathin . Truss must be installed as shown with top chord up. r /r /I i 11 6/2118 OREGON v 9 "1/11.20,19 •. RpLi .NO 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)Mr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. /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 MIN/COMPAW 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 pro1esslonaf engineering responsibility solely for the deli n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.aipineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:24813 / T5 / SY42 Gust:RR7175 JRef:1W1171750001 • 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 AB C D I ._••_•_......._. ■ ■ ■ ■ `-r° I I_____I1i�11=1.11^I : •• I H G F =3X3(**) =3X5(**) =3X3(**) I111.5X3 1111.5X3 =3X5(**) III 1.5X3 1111.5X3 r 3'6"4 A H 3'6"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 Pt 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 Des Ld: 57.00 Mean Height NA ft HORZ(TL):-0.005 D - - F Min Brg Width Req= - NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 TCDL:NA psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.153 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.169 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.859 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with Ep PROF single layer of the appropriate span rated glue-nailed (�,� FS wood sheathing. `7� oG s ry F� s,0 Truss must be installed as shown with top chord up. + y 0 19575 7 I- i /r 1 t 6/2118 OREGON 1OZ.; N o,1sa° S� "- Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-21f6 ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. APply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to 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,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 oro-fessronaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 ' 'Job Number: 1116053 Ply: 1 SEQN:39505 / T19 /SY42 Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53186 Truss Label: M BFR / GWH 10/25/2018 2,9,E , 3'4"1 .8 2'9" 7"12 I--2'6"--I III 1.5X3 =3X3 III 1.5X3 A B C T • --. fo Iomil Ili .�■ F E D 3X3 III 1.5X3 III 1.5X3 1 3'6"4 A F 3'6"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL):-0.028 E 999 480 F 95 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.070 E 602 360 D 95 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.015 B - - F Min Brg Width Req= - Des Ld: 57.00 EXP:NA HORZ(TL):0.036 B - - D Min Brg Width Req= - Mean Height NA ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.796 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.315 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.051 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. ail PRO O AllrelW 1i 6/21 8 OREGON •J lop O` 9 20,196e 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,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA) tiisafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted oiherwise,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 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 m truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pageAN listing this drawing indicates acceptance of proiessionar 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 S-ec.2. 8351 Rovana Circle For more information see tits 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:26315 / T27 /SY42 Cust:RR7175 JRef:1 Wf171750901 • 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 AB I .____. • • cfl r` I I ■— —. •--• E r D 2X4 =2X4 1111.5X3 1111.5X3 1'10"4 1 f 1'10"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 D* 114 /- /- /- /- /22.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 D Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 E - - Bearing E is a rigid surface. Des Ld: 57.00 EXP:NA HORZ(TL):-0.000 E - - Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# NCBCLL:10.00 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. --T shownwith top chord up. ���EO GPROF'ss �h aG%N F � ,O 19675 y ii0r /- r 1i 6/21 8 OREGON 4 9�O` N worr.20,19 � Renews/113012019 '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 4118 Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(Building003)357 US OR 97113 q q pp g, g, (503)357-2110 Ext Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed er BCSI sections B3,B7 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the JoinfDetails, unless noted otherwise. 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 ,w MN COMPANY 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 pro7essionai engineering responsibility solely for the design shown. The suitability Rovana and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.2. 8351Sa51aRovan C Circle 95828 For more information see this iob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org • " Job Number: 1116053 Ply: 1 SEAN:39508 / T25 /SY42 Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53248 Truss Label: BPX BFR / GWH 10/25/2018 III1.5X3 III1.5X3 A 11128 1112 C4 p T III r'zo1 _ 1W2I ii�llill� _i H G F E 1112X4 1112X4 III 1.5X3 1111.5X3 1'8"8 f 1'8"8 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DetUCSI Criteria •Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL):-0.024 C 855 480 H 46 /379 /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):-0.040 C 510 360 E 46 /401 /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - H Min Brg Width Req= - EXP:NA Des Ld: 57.00 Mean Height NA ft HORZ(TL):0.002 D - - E Min Brg Width Req= - NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.947 Members not listed have forces less than 375# 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. co PROFS Negative reaction(s)of-401#MAX.from a non-wind '� A% load case requires uplift connection.See Maximum �y rG i N F� O Reactions. G 19675 .__.-.TraSS IIIc abe inStdflCd Bs shown wttl r tGy uhurd Mt: — _.. - 1 ---_.__ - _- - - _. _- _.._ . _-. s. .. _ -a /- i 1i 6/21 8 OREGON v Vp'0n9 .20,1 '�i IL i Renews 513012015 "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)tsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. 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 AaN�SIITPI 1p,or for handling,shipping,installation gand bracing of trussesA seal on this drawing or cover page listing this of thisdrawingfor aacceptance y structure is the responsibilitygof the Building Designer per ANSII!TPdnSec2.shown. The suiFabllity 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:210981 T6 FLAT Ply: 2 Job Number: 1116053 Cust:R7175 JRef: 1 Wfl71750001 • 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 H 3'7"1 I 3'7"1 3'7"1 I 3,3"14 3'5"10 ----A6X8 4X8[5]= I111.5CX3 =3X5111] =3X5(13] =3X5=3X5(18] =3X5(20] 4X5= ?a ,4I.NI -a6�� fE�� G� �F.= .11 1 . - .. .4:-..,. Q P 0 N M L K J 1113X5 5X7[4] =6X8[7] SS0514 3X5[12] ' 3X5[14] =3X5[19] 3X5[21] 1111.5X3 I- 24'4"4 i 3'5"10 I 3'3"14 3'7"1 3'7"1 I 3'7"1 I 3'3"14 I 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) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL): 0.539 N 541 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL): 0.886 N 329 240 R 2980 /- /- /- /-Category: /- NA BCDL: 7.00Snow Duration: - HORZ(LL): 0.078 A - - J 1296 /- /- /- /- /- Des Ld: 57.00 EXP:NAKzt:NA HORZ(TL):0.180 A - - R Brg Width=5.5 Min Req= 1.6 Mean Height NA ft Code I Misc Criteria Creep Factor:2.0 J Brg Width=3.7 Min Req= 1.5 NCBCLL:0.00 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 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.779 RepFac:No Max Web CSI:0.844 Maximum Top Chord Forces Per Ply(lbs) Spacing:Special loads 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 0-4182 E-F 0 -5196 Wind Duration:NA WAVE,18SS VIEW Ver:16.01.00C.0327.16 B-C 0-8040 F-G 0 -5196 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. Botschord 2x6 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 2x4 DF-L#2: is the responsibility of the building owner or Chords Tens.Comp. Chords Tens. Comp. building design professional.Building designer is Nailnote responsible for conventional framing.Loads& Q-P 4522 0 N-M 5340 0 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-0 4393 0 M-G 1642 0 1 ---(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-plat- 0.00 to 2 plf at 24.35 P-D 1156 0 H-K 0 -632 . G.80 II Q -422 K- 1 1849 0P ... RGFFN-E 1666 0 I-J 0 -613 Plate Shift Table �� ss JT Plate Chord JT Plate Chord P aGINEF /O No Size Shift Bite No Size Shift Bite 19575 y [4] W5X7 S 1.25 [5] W4X8 S 1.25 r [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 /- [14] W3X5 S 1.25 [18] W3X5 S 1.25 1 6/2118 [19] W3X5 2.25 L 1.25 [20] W3X5 2.25 R 1.25 [21] W3X5 2.00 L 1.25 OREGON v Purlins Ihil, ilPfr.20,09 G'e- The TC of this truss shall be braced with attached /. 0v spans at 24"OC in lieu of structural sheathing. Renews 6/3012019 **WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSIBuildin CO3)357US OR 97113 ComponentInformation,byTPI ana SBCA)fosafe g' (Building (503)357-2118 Ext p t Safety d safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. 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 ,w 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 proressionaT 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 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: 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 S S 2 Complete Trusses Required 4'9"8 II 2'4"14 3'2" 17"8 6'S"86'1 "2 9'4" ' 2'4"14 "I 9"2� 1'8" I5"1b 2'4"14 { 1111.5X3 III 1.5X3 6X8 III 1.5X3 III 1.5X3 1111.5X3 A B C D E F =6X8G T W2 e : : B—ELW 1 -ip 0 oI AX III3X7 5X7("') L 1111.X3 J 5X7(")1113X7 = III 1.5X3 III 1.5X3 ♦ 9'4" i 2'4"14 9"2� , 1'8" 15"10 2'4"1 2'4"14 3'2" 1'7"8 6'5"8 6'11'"2 9'4" 4'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: moo Speed:NA mph Pf:NA Ce:NA :VERT LL 0.089 D 999 360 VERT(LL): N 3417 /0 /161 /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.179 D 626 240 H 3658 /0 /161 /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 A - - N Min Brg Width Req= 2.8 Des Ld: 57.00 EXP:NA HORZ(TL):0.043 A - - H Min Brg Width Req= - NCBCLL:0.00 Mean Height:NA ft Code I Misc Criteria Creep Factor.1.5 Bearing N is a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.625 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.745 Members not listed have forces less than 375# Maximum Top C Spacing:2.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.720 mp. Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 101 -2936 D-E 106 -3053 Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 B-C 106-3053 E-F 106 -3053 Lumber Additional Notes C-D 106-3053 F-G 101 -2895 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Plylbs Bot chord 2x6 HF SS (lbs) Webs 2x4 DF-L Std/Stud:W2,W8 2x4 DF-L#2: Chords Tens.Comp. Chords Tens. Comp. Nailnote M-L 3053 -106 K-J 3053 -106 L-K 3053 -106 J-I 3053 -106 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @ 1.25"o.c. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails A-N 71 -1759 D-K 19 390 in each row to avoid splitting. A-M 3260 -113 F-I 48 -1232 Special Loads M-B 48 -917 1-G 3209 -112 ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac=1.00) C-L 9 -401 G-H 71 -1817 TC:From 8 plf at 0.00 to 8 plf at 9.33 BC:From 1 plf at 0.00 to 1 plf at 9.33 TC: 998 lb Conc.Load at 0.60,2.60,3.31,4.60 6.60,7.31,8.75 Plating Notes ��• o PRoFE'Oft (")2 plate(s)require special positioning.Refer to �y �G 1 NFA v(� scaled plate plot details for special positioning G 19575 Z requirements. 4 J _ Purlins ,/ The TC of this truss shall be braced with attached I i 6/21 8 spans at 24"oc in lieu of structural sheathing. OREGON Additional Notes7/ Use of truss designs for any9 �*Q.20,19 r g particular project RO "Ni is the responsibility of the building owner or L building designprofessional.Building designer is responsible for conventional framing.Loads& Renews 8/30/2019 dimensions entered by truss manufacturer. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.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)Nor 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 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 ,,,,,N, ,, 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 Rngineenng responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustrp.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEAN:11721 / T18 /GABL Cust:RR7175 JRef:1 Wfl71750061 e 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 H 5'9"13 5'8"1 5'9"13 I._1'4"H (TYP) A FAA K P T o 0 0 0 o 0 0 0 0 0 o 0 0 o a 0 IDL-3 ° $ $ $ W2 $ 1 $ $ $ $AFf $ $ $ W61 IQ _ U// //// // // 3 R _ 3X3 1111.5X33) =4X8(") =4X8("') 1111.5X3(""`) F 17'3"12 5'89 " 2 5'4"9 "12 5'8"1 5.8"1 '."11 11'4"3 1 '115 17'3'12 ' 1"9 111'7"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:ll PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.036 C 999 360 R' 84 /0 /35 /- /- /207 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.074 C 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 P - - R Min Brg Width Req= - EXP:B HORZ(TL):-0.000 U Bearing U 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: 2.00Bldg Code: IRC 2012 Max TC CSI: 0.248 Members not listed have forces less than 375# BCDL:4.2 psf 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:0.406 117-485 K-AF -484 Loc.from endwall:Any FT/RT:2(0)/4(0) AA-F AA-F 11717 -433 K-AF 105 -433 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 Lumber Top chord 2x4 DF-L#1&Bet. Bot chord 2x4 DF-L#1&Bet. Webs 2x4 DF-L Std/Stud:W2,W6 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (")4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. likE0 PROFe S s , GINE X02 19575 'y �r 11 6/2118 OREGON '9'r0;.10.,90 t i Renew.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(BuildingCORNELIUS031357OR 97113 q p g p (503)357-2118 Ext Component Safety Information,byTPI and SBCA)fo'r safety practices prior to perfoing 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 properlyrl attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ,m,mecomrµr truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proressionaf engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this / awing 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.org Sacramento,CA 95828 "'Job Number: 1116053 Ply: 1 SEQN:102909 /T24 /GABL Cost: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 '1� (TYP) A T 0 0 0 11 0 0 0 fl -0 i 0F 0 11 a a a '0- a 0. RJ f 10'3" { 103 11 10'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Bed/CS!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 I 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:16.01.00C.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. O`ii_c 0 PROFS O i y eilreill 1i 6/2118 OREGON 9v+n.20,f9 RoL6 "V66 W Renews 618012010 **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 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 bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates o 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 A 11W COMPANY truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prosessronai engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsate.orq Job Number: 1116053 Ply: 1 SEQN:105600 /T12 /GABL Cust:RR7175 JRef:1 WfI717500C1 4 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52937 Truss Label: RT6 BFR / GWH 10/25/2018 I 3"3"8 9'6" 9'2"8 '--1'4"H (TYP) A H T O 0 0 0 0 0 0 0 ,Nwi io 1 1 K J k 3X5(**) #3X5(**) 1113X5 1113X5 H 9'6" H H9 6" 9'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/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:11 Snow Duration:1.15 HORZ(LL):-0.003 K - - K Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):-0.007 K - - Bearing K is a rigid surface. Mean Height:15.00 ft Code 1 Misc Criteria CreepFactor.1.5 NCBCLL:10.00 TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.667 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 desgn. Additional Notes Use of truss designs for any particular project �E0 PROp S ga is the responsibility of the building owner or •((, S building designprofessional. Loads&dimensions , G i N FFA 1O entered by truss manufacturer. 0 Z 19575 y I/ i 1i 6/21 8 OREGON ..I 9R0` 20,,s�� Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 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 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,apy failure to build the q,r,w m,,,PAN,. 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 sui&bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI 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 "t Job Number: 1116053 Ply: 1 SEQN:102907 /T23 /GABL Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53374 Truss Label: RT10 BFR / GWH 10/25/2018 (TYP) A G T L a 0 0 -0 00 i a 0 0 a a0 T1" _H 71" H 7'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or•=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 H. 97 /30 /37 /- /- /85.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - H Min Brg Width Req= - EXP:B Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):0.000 A - - Bearing N is a rigid surface. NCBCLL:10.00 Code!Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.027 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 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. `y���Epmber ,44141: 1 6/2118 OREGON 91%O`2 0,1 9 Od. N' 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 488 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)ter safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, .411111 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 A,r,,,,m,,,,w,, 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 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.ipinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:11729 / T20 /GABL Cust:RR7175 JRef: 1 Wf1717500Uft Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52940 Truss Label: RT7 BFR / GWH 10/25/2018 1'4" (TYP) A E T °�N�M • • W 1 el 111111 1 3X3 -==-3X3 1111.5X4(**) 1111.5X4(**) 5,6„ 5'6" -� 5'6" 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): 0.048 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 Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.000 H - - Bearing H is a rigid surface. NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.239 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:15.02.000.1217.15 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud:W1 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind with additional-C&C member design. �oXEO PROpFst, �y GENE �O 0 19575 r 1i 6/21 8 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,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUSOR 97113 Component Safety Information,by TPI and SBCA)far safety practices prior to performing these functions. Installers shall provide temporary (503)357-21118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the 1)411W 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 twoiessionat 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. Sacramento,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.iccsate.orq 44 t Slob Number: 1116053 Ply: 1 SEQN:11717 / T8 / GABL Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53514 Truss Label: RT4 BFR / GWH 10/25/2018 I— 1'4"--{ H 174 H (TYP) A in : E El NM II.-ri7-I'il W 1 lil- T SII II_, 11 ' G 3X3 - 3X3 1111.5X4(**) III 1.5X4(**) F 5'4" I 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/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt: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 - - Bearing a 9 H 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 Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.223 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.215 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.305 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): I Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud:W1 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (0*)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. `y���Ep PROFS litC0 Cw 1i 6/21 8 OREGON 14)0 11° •20,19��� Renews 6150/2019 **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 olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3,B7 or B10, as applicable. AppTplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ,,,rry,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 piMeasronal 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 ANSIITPI 1 Sec.2. 8351 Rovana,C Circle e828 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 Job Number: 1116053 Ply: 1 SEAN:118514/T29 /FLAT Cust:RR7175 JRef:1 Wf17175C001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53530 Truss Label: BP1 BFR / GWH 10/25/2018 1111.5X3 A =3X3 B Eft •1 II Ii ► C 3X3 III 1.5X3 r 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/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 71 /0 /29 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 71 /0 /29 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 Mean Height 15.00 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 C Min Brg Width Req= 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: 0.041 9 g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.021 RepFactors Used:Yes Max Web CSI:0.024 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 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: l ms truss has not been designetlTo transfer lateral or longitudinal forces.Sheathing or other bracing is required for any longitudinal(drag)forces.All horizontal and vertical 4Q,EO PROp. diaphragms and connections shall be designed by the engineer of record.See Code section R602.10.6.2. Gam' oG N 'i ;� Oy 19575 9 r /- 1 r 6/21 8 OREGON 9.1-01. ,s N�� 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 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 003)357-2118US OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503) 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 inslalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to 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 nw COMPANY ANSI/TM in conformance with ANSI/T1,or for handling,shipping,installation and bracing of tnlssesA eal on this drawing or cover pagge listing this drawing,indicates acceptance of proessionai engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 aJob Number: 1116053 Ply: 1 SEAN:116938 /T30 /FLAT Cust:RR7175 JRef: 1 Wf171750001 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 ._ .__ 1111.5X3 1111.5X3 1'1"6—� 1'1"6 1'1"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/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 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 C Min Brg Width Req= 1.5 TCDL:6.0 psf Bearings D&C are a rigid surface. Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.018 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 RepFactors Used:Yes Max Web CSI:0.013 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver: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. ,00 PROP, This truss is designed to support vertical loads only. trj This truss has not been designed to transfer lateral or 0�5 0 longitudinal forces.Sheathing or other bracing is required 1. •r-1 I. .'ll ', , r",_: r.; .t :r. :r,+, .lap ragms an.connec ons shalfbe designed by the !� 0' engineer of record.See Code section R602.10.6.2. i/ 1 I 6/21 8 / OREGON v RO` s ;o., N‘°. Renews 6/80/2019 "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 ship Ing,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI ana SBCA)br 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 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 ,wITW 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 professions. 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 S-ec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindusW.com;ICC:www.iccsafe.org Job Number: 1116053 Ply: 1 SEQN:116940 /T31 /FLAT Cust:RR7175 JRef:1Wf1717500b1 r F 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 ifl SII 1111.5X3 1111.5X3 1'0"8 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 Mean Height:15.00 ft HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.016 Bearings D&C are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.008 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.012 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional-Notes Truss must be installed as shown with top chord up. PROF . This truss is designed to support vertical loads only. .(G ss, This truss has not been designed to transfer lateral or �5 .G HFA. O longitudinal forces.Sheathing or other bracing is required �! 19878 • y for any longitudinal(drag)forces.All horizontal and vertical �t" diaphragms and connections shall be designed by the engineer of record.See Code section R602.10.6.2. 11 6/21 8 OREGON 9�OC90 20,104 O6 Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357 US OR 97113 Component Safety Information,by TPI and SBCA)tOr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for rmanent 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. �tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MIN/COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proiessfonaf 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.org Sacramento,CA 95828 ! _ Gable Detail For Let—in Verticals Gable Truss Plate Sizes syn.4 O i minimum m plaRefer to tesizzees for verticaliate Alpine studs.e l for } ORefer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a CO single plate that covers the total area of the overlapped plates to span the web. Vertical `� O Examples 2X4 © 4 : Length 2X4 2X8 'T' Reinforcement Attachrient Detail 'T' Reinforcing 'T•Reinforcing \\C/41115 Member Member OToe-nail - Or - End-nal COTo 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, Toenalled Nails' specie, and grade of the 'L' reinforcing member. Rigid Sheathing 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Len th Increase w/ 'T' Brace 1 4 Nall 4 Sr (4) toenails in the top and bottom chords. g 'T' Reinf. 'T' •T• This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinfmorccing . wind load. 2x4 30 Y. ASCE 7-05 Gable Detail Drawings Examples 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 i ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' ac. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30X = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC10101.4, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. li 4 NaA Nail * Ceiling ,S40,0 PROpl S s 'MIMING ss READ NOFO10V NJ.NOTES O1 T14S/RAVP C' NC'IaCF O� REF LET-IN VERT .mrlRT FU N1111 THIS/RIVING TO ALL CONTRACTORS I1almING TIE INSTALLERS. 19 5 Tresses require care In fabricating,handling,shipping,Instate.and bracinp. Refer to and folow the latest _ of SCSI CP,*dlg Component Safety Innfornatbn,by TPI and SICAf for safety , % DATE 10/01/14 Untoes prior to • these functions. Installers shall provide Y�brae�a per KU less noted • top chord shag have properly attached structural dneawn/crud batten chord 40111 % DRWG GBLLETIN1014 a, s a havvee a . •• steadied rigid�sLocations shown far permanent lateral restraint of webs per SCSI 11,17 or 110,as Appl plates to each face ' ' ' /i O of truss and •• • as down above e� positions. Details,unless noted o nereue. OREGON /�—� D N Refer to dna •- Z for standard Alpine,a division ITV Dulldno Components Group Inc shall not be responsible for_ any `n �/ AN ITW COMPANY this drawing,any to laid the truss in ornonoe with ANSVTPI 1,or for mandaW installation S tracing' trusses IQ 20,19# G'f MAX, TOT. LD, 60 PSF A sed on this or�cowr pope listing dnwtg,Indicates aewpesu a of professional OC , 13388 Lakefront Drive for reapaulSltty design g Designer r.N�y�Ti i ge dra rg DUR, FAC, ANY Earth City,MO 63045 ALPINE. •, information• rafe:w.�b's iii and rgi MO mkcsafearp Renews 117801201e MAX. SPACING 24.0' STRONGBACK BRIDGING RECOMMENDATIONS 10.-All scab-on blocks shall be a minimum 2x4 BUTT BRIDGING TOGETHER NGBACK 'stress graded lumber,' Noimi����� I.-All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' `' ��I 10-The purpose of strongback bridging is to -0- 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. NOTEi 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 pm-The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) lOd COMMON O important structural requirement of any floor (0.148'x3' NAILS OR ca) 1oa Hox/GUN or roof system. Refer to the Truss Design O2 >�3.0•> min ' Drawing (TDD) for the bracing requirements for each i `\./ // I / particularly astrongback l truss bridgng'onent Bisidging,' 1' 1 1 I' � / I I`��� recommendation for a truss system to help \°i ,. / 11control vibration. In addition to aiding in the / `'f/� ��'�� distribution of point loads between adjacent ��/ 1: �� �' �� truss, strongback bridging serves to reduce `/ ° \ STRONGBACK BRIDGING/ 'bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps. \/ Up to 10'None required 10'to 20'1 row at center of spuJ The performance of all floor systems are (2) 10d COMMON (0.148•x3.0') OR 20.to 3a2roes aateach l/3odds/ enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MI M) STRONGBACK 30'to 40'3 roes a at each V4 ams► bridging and therefore is strongly recommended TOP AND BOTTOM OF 2x4 RESTRAI D AT EACH END. 01er�' Spsa roes at 17 oz poietsl g 9 9 y SCAB-ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) 10d COMM014 (0.148'x3.0') NAILS For additional information regarding strongback OR (4)IOd BOX/GUN (0.128'x3.0') g g g NAILS. 3 bridging, refer to BCSI (Building Component -**.o............ �� `�/�� Safety Information). ..,....thil op 0144,•00 -.......40.....ik4_, r010AdmiA...„ � At'01110- I 0% \---........... 104,1 Id Alk Pi ,1110- I )ATTACH STRWGBACK \/ 2) SSTM ( #110— Wop PROpz. STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES �4 GAN ,vO =WORM=READ MO MUT/ TO ALL TES ON MS BRAVING G N Z TC LL PSF REF STRONGBACK ssDeTANTss MONISM pals BRAWN III All CONTRACT=INCLUDING ftE INSTALLERS. 19575 'y — Trfsses require extrene cora In fabricating.handling. pnfo aatlan. and Brad% Refer to and TC DL PSF DATE 10/01/14 fBCSL ollow the i test eaten N+otlrxOM °nncMorrlseai:elynio sy TPI and=A/r safety ' ° 011 lMAess�`venated aeher, e,sap afard slfll hew pfaparty atteehed strr,ehral lfwersrfD and botten chord �/ % BC DL PSF DRWG STRBRIBR1014 fr sha0 haw a progrty attached riga �y Lacatlons leen for pernenent lateral reshaaft or.abs shell haw brac�antellw per ICSH° man.n,IT or em.asapp0ce6le Apply pl.te.t°eaa.vac. 11/26/2018 eeN of truss and ltlm as loran and en Me.haat Zetas,vA noted othersbe. BC LL PSF /�1 I P N[ n.f.r se area s ua-z for et rd play wraon: OREGON Alpin,a dk�len of m P.idno Cq,..1.....a 9�p Inc.shau pat be respernble far ry devlatlan n'on v TOT. LD. PSF AN rtwooMwu4r Jar; any faeva to 6Jld thf truss In asnfernance elite ANSI/1PI 4 x fr hendlnp,ahlppM G '�4)0L-r. meq.YU.,9� G . hs llatIco&bracing of trusses. seat an ihls droving,or cover peer Sett*Y— rkalrp.aaieetas acceptance of professional OL e •0- a�p y sally far alfa:ix leer. Th.waruay arl us.or tars draarip DUR. FAC. 1.00 13389 Lakefront Drive forirry sirrletv'evb�ihe raaparukMay d iFN Mdap Delprnr per ANiVTPI 1 SaCB Earth City,MO 63045 Far nor.Mornaorn see this Jaws penes notes ppaagpee arl these seb lt<p Renews 6/3012019 SPACING ALPRE•vesslpantN.canl TPU wstpastAry SIC saasbcJrfdistryorpl ICO mJccaofeorg I Gable Stud Reinforcement Detail - ASCE 7-101 20 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 k On 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or' 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace a (1) 2x4 'L' Brace a (2) 2x4 'L' Brace we (1) 2x6 'L' Brace a (2) 2x6 'L' Brace am Bracing Group Species and Grades' Gable Vertical No I Spacing Species Grade Brach Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al S #1 / #2 4' 11 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir CD U SP #3 4' 7 i 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' *1 *2 Stud *3*2 StandardStud *3 Standard Stud 4' 7 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Q H F 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 Pnesas CU #1 5' 0'4 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' *3 *3 J a SP #2 4' 11y 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard d .1. D F L #3 4' 8 1 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' cuStud 4' 8 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 71 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 1 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir -- - SPF #3 5' 3 i 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' N1 # Pr L Y H F Stud 5' 3 I 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' cu O Standard 5' 3 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' • . .s FN-Larch Southern Pnessn \ #1 5' 9 i 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' ® *1 > S P #2 5' 6 J 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' © *2 #3 5' 5: 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' DFL Stud 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 SRP(Stress-Rated Board). aasior 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 nay be used with these grades. C5 - SPF #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! 13 U H FStud 5' 9'4 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. Standard 5' 9'4 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' (� Froouplift connections for 3D pd over X S P #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 a psf IC Dead Load). CS \ #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 toad 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. .--1 D F L Stud 5' 11 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9'I 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' S Attach 'L' braces with lid 01.1213"x3.0' min)nails. ' About it /Faable T 111 n 18' For l sr space nails at 2' oz. end zones and 4' o.c. between zones. Pi Diagonal brace aptbraor , braces. esnails at 3 vertical length nay be _ T 18' endzonesand 6'ac. betweenzones. brace ed is used. Coon t Lwhen diagonal ' *4,41 , be a mMnun of 803 of web member length. diagonal brace for 335* 'L' at each end. Max web By Ce ei'� Gable Vertical Plate Sizes total length Is 14'. / �� `. Vertical Length No Splice / 2x4 DF-L *2 or • Less than 4' 0' 1X4 or 2X3 better dingle l T- -I- ' Greater than 4' 0',but 2X4 Vertical length shown brnul angle less than It' 6' n table above. or double cut 18' B Greater than 11' 6' 3X4 (as shown/ at n L_F7 _L + Refer to common truss design for upper end' L IJ Q U 1 111 U ■I✓ Ipeak, _0 / / / / splice, and heel plates. Connect ding• • at ontnuous Beare Refer to the Building Designer for conditions midpoint of vertical web. fit'- `r N,N, Refer to chart above for u A gth. not addressed by this cleat =MRS m ALL S. N I tPB75 F,Q ' REF ASCE7-10—GAB12015 FURNISH TINS ORAWING ALL CIINTRACTIMS INCUJDING TIE INSTALLER Trusses require care ti fabricating,handling,�b�o Instant*and 6racYhp Rae.r to and DATE 10/01/14 follow the latest of DMIoradhg component Safety nfornatbn,by TPI and SPCN for safety IAI6p•ec prior to • then suncamr. cast leers shell pro'ae r ibra�per PcaL UMen seated - top chord wlall haw properly attached strucbral eheasrang enli bottom shad / . shall have a • .. . attached rigid cel, Locations shown for permanent lateral ne tr.nt of webs /� DRWG A12015ENC101014 A L P O N[ shall have bra- • per PEST sections B3,A 1W,as applicable. Appl plates to each face h •/ t of truesand ••... as'hewn above and On the Joint 510,Details,unless noted o er.hsa. Refer to dna • Z for stanaaw plate poshaae. OREGON Abbe,a MvUbn ITV wldtia Components Croup Inc.shall not be from ft/ AN IIINGOMPANY this*swing,any f to band the buss ti oonfona.ce with 0NSI/1P1 forf•�nendlwng hlsnpp�rn, '9 .20.1g� installation*. - •i trusses. R " (�, MAX, TGT, LD, 60 PSF A seal on this . ar saa�pe llisstinggm this dr..rq.Indicates accwpt.hce of professional OL , ,1114 - 13389 Lakefront Drive for 1 's ucturr H:Pt&idea aligner �MW/Tn Sect Earth City,M083045 ALPINE)For .conn TPA� �m� �wwwJJccfafeory M.rn.er.hiramzme MAX. SPACING 24.0' 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 M�has the - following advantages= Recommended Truss Deflection Limits • Helps to ensure level ceilings and floors after dead loads are applied. Truss Type La l 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 I 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 cle h h span trusses. Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 -the Bu Wing Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of •.II loads attributable to ponding that may occur due to t e 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 •n 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 •eflection and Actual Dead Load slenderness ratio (L/D) may be requi ed 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. ��Q,EO PROFESS iO WAR10f0�REAR ANS FOLLOW ALL moms O THIS BRANSON �040NC'1Nz , , REF DEFLEC/CAMB INIOWIRTANTell FURNISH MB MVOS 10 ALL CONTRACTORS OCLUIIRG TIE INSTALLERS. 19575 Trusses na*'a extreme care h fabricating,handling.WppFq,Installing and bracing Refer to and I DATE 10/01/14 follow the latest edtbn of SCSI Miliary Component Safety Infornatlan,by TPI and SPCA)for safety - p practices prior to perfornYq these fenctlans. Installers shall provide tenpororY_br'adno per SCSL Unless noted otheMse,tap chord shell have progeny attached structural ahsaatnnl orxi bona+chord /�_ i Air DRWG DEFLCAMB1014 u shall hew a properly attached Ndd ojllhb. Lacatbns shown far pernanent lateral restraht of webs : r i IL O r� 'IE shall hew�h n as own aboI sand on to ,l a•no,as Apely Antes to..ah van OREGON • f] I\vI 7,:z..1:and as sloes above land on the.but Details, .ss noted pUtisa. duv I60A-2 Por starhdad plate pasMba. Mphe,a dMalan of ITV yq Components Q-ow Inc.shalt not M r•sponOda for any deviation Pram AN RIN COMPANY tis arastrg•any rasher,to wld thetruss h whfornonn dth M130/WI 1,or for hendhg,uMpphp• 9 `fin.20.19� '. hstalatbn I bradrp of trusses. I A seal on tis drawing or cover.lc listing Yds drawing,bdloates amept nor of prof•ssbnal RO` , `, �' far vry stru ec re the yea y ofist Dens r p.ry end use aP c& drawhp 13389 Lakefront Drive IIh Dfslprer per Af4I/TPI 1 Sart. Earth City,MO 63045 For nare Information see this Jabs general notes page and these web sites. Renews 0/8012010 ALPIIES www.apiMtw.ad+l TPO www.tpistaryl SSCA.wwwsbdndustry.orgl ICC.wwwlccsafearg 1 Z t a- 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 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 p5f, 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 requi 'ements 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 desi4n referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and othitr information not shown refer to DRWG A12030ENC101014), on this detail. X Optional 2x L-reinforcement attached Nails' 10d box or gun (0,128'i3',min) nails. to stiffback with 10d box or gun (0,128' x 3', min.) nails @ 6' o,c. I ;�d.� I ipy �1 Psi 2X4 Blocking nailed to11 i . tip 45° sheathing and w`�� each truss H ®_®_®_®-®_ Ii 2X4 DF-L 2 or better diagonal b ace. Attach e• h end for 560#. ' .h. i: I I I I I ■ 1.1 ,ril` ■ ■ ontinuous Bearing , , , 2x6 #2 Stiffback attached to each EO PROF Stud w/ (4) 10d box or .un (0.123' X 3', min.) nails. ,<0 FS+S, ..vAlaoD>fse REAR AND MLLE/ALL NOTES GN THIS BRAVING 0 NG 1 W C ' �O NOM= f1BMGM THIS DRAWING TO ALL cII1RACTBRS INCLUDING THE■ISTALLERS C7 � 6 �Q Z REF GE WHALER — Trusses require cars in fabricamg,handing, inand Refer to and 9 follow the asst of BCSI MOWN component Safetyornaaon,by TPI ands SON for safety %, DATE 10/01/14 actbes prbr to these fv,etlans. IrotaRers shall provide y�brae4q per SCSI. noted • top d10fd shal have properly attadved'tru`w'``� botan drord /� % DRWG GABRST101014 t shall have a proper( attached rigid cdM sLocations shown for permanent lateral restraint of webs _ shall have bra- , per HCSI peter, B3,n or Hing,as opphaab(.. Applyy gaffs t0.ach face 1 i/26/2018 A of truss and po as shown above and on the Joint Betels,unless noted otheMse. ,4 P N Refer te drawegs z for,4ondsrd pea pas:«ons OREGON Alpine,,d:wron 1!win=Ca+penents Group Inc.slap not be re,paralle fo�r aenr�y d.slatlon from yo.1 ../ AN RINOOMMNY this drawing,aren the Avgs in orvanee with ANSVTPI I,or for nsn.erB.sldppbq 9�"�n. 9� G'f MAX, TOT, LD. 60 PSF Insulation t=acre trusses. v A sed an Ni . or cover lbstr,g this drawing,indicates aeceptsnc.of professional OC It .‘14 sail far d--aay shown TM 13389 Lakefront Drive Ox�llf'f ns,,,... tY ""■ �Re r� y T�I Seel' p Earth City,MO 63045 for Information see this Job's general notes page and these web sites Renews 6/90/201 B MAX, SPACING MIME,m -• TPD wptpinstorgl SEM inimeb indstry.orp ICO mJccUaPearg 1