Loading...
Plans (2) St . . . .'ilik., 41:1 4 ., NOV 1 4 2,018 AREA OF BERM FOR GRAND FIREPLACE ONLY1 [ 52' \ "'i HOE -___ (JGE -- -[ \ .. __,4 -I- 1 : 93 _ -1 ,., • .. I Mt1-1--- ' :11 moot-) -I- / - X / -1m - ,-,tom --1 --w ,-,z• z- 00 0 I -1 - cemr-2<-16-1 3:)=A-1. t ‘ C) __---------------4. C r> A xci --OM 0--, C C • ,1 -0MMU = m . rilAprIla ›'F m ...., Ml m T t \--1 .• 0_, " w 32 _ ' " I, W' CM) I 1-11—'-iM---; 00C _,. , — 1— ,---, ---, 03 p M MI , M -P Z(.0 -0 0 . —j' OC 0 D. ,_ ____ _ _ I '-' 11—I 0 M 3 0-070—i W Z - -0 (= I--• a limmil .. -0 m m - 7—IMr" M '—' • M D. z CD o< .. - 8'MPD 3 —I -. } - m m , ...7 m 32- M 33 —11.. 111 ca ij m m- m , x ri. m m ... 1.- V tin ,. II lw - RrIF \ 1 -1 z im A_ --+"---6' -14 35'6" 4.-5'6" --I m H 52' H ADJUST THE B SPACING SO IT DOES NOT INTERFER WITH THE TOILET HERE Customer: PARR FOREST GROVE ,--- -.0 1-- r_ m 1-- o Desc. : Rvrside 2885 Floor Most 0 0 I- 03 ADDRESS: master -ri m cr) p z Desi9ned by: BILLY BREESE 0 C_A) •• x." PRO 0. FS \ �GIN�F SAO 19575 � 2 7' Alpine,Alpine,an ITW Company /-� ' 8351 Rovana Circle Sacramento,CA 95828 OREGON ALPINE Phone:(800)877-3678(916)387-0116 0v Fax:(916)387-1110 9iQ an.20,i'4 '.. ‹._NP' sacseals@itwbcg.com OCD W- Site Information: Page 1: Customer: Truss Components of Oregon, Inc. Job Number: 1116053 Job Description: Rvrside 2885 Floor Master Address: master,HILLSBORO,OR Job Engineering Criteria: Design Code: IRC 2012 View Version: IRC 2012 JRef#: 1 Wfl71750001 Wind Standard: NA Roof Load(pdt): None Wind Speed(mph): 0 Floor Load(pst): 40.00-10.00-0.00-7.00 This package contains general notes pages,29 truss drawing(s)and 5 detail(s). Item Seal# Truss Item Seal# Truss 1 298.18.0802.52938 B 2 298.18.0802.53358 BGE 3 298.18.0802.53188 D 4 298.18.0802.52967 I 5 298.18.0802.53359 J 6 298.18.0802.53419 JGE 7 298.18.0802.53435 HGE 8 298.18.0802.53389 H 9 298.18.0802.54293 G 10 298.18.0802.52969 E 11 298.18.0802.53202 A 12 298.18.0802.53515 AGE 13 298.18.0802.53249 F 14 298.18.0802.53420 Z 15 298.18.0802.52939 M1 16 298.18.0802.53186 M 17 298.18.0802.53561 X 18 298.18.0802.53248 BPX 19 298.18.1647.02000 LG 20 298.18.0802.52968 KG 21 298.18.0802.53187 RT3 22 298.18.0802.53342 RT9 23 298.18.0802.52937 RT6 24 298.18.0802.53374 RT10 25 298.18.0802.52940 RT7 26 298.18.0802.53514 RT4 27 298.18.0802.53530 BP1 28 298.18.0802.53545 BP2 29 298.18.0802.53232 BP3 Printed 10/26/2018 9:08:30 AM r. s General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orq. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL)= maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL)= maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL=additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl =ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL =additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB= additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R=maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw=maximum downward design Reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)=maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W =Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest& Paper Association, 1111 19th Street, NW, Suite 800, Washington, DC 20036; www.afandpa.org. 2. ICC: International Code Council; www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.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 Rvrside 2885 Floor Master Ply: 1 SEQN:34202 / T22 /SY42 Cust:RR7175 JRef:1 Wfi71750001 Truss Label: B Qty: 3 FROM:BB DrwNo: 298.18.0802.52938 BFR / GWH 10/25/2018 26'9"4 �- 22'11" 24'0"4 27' 22'11" I- 1'1" ('6" 2'6"12 -I 2'6"12--1---2'6"12- I--22" �I 2'7"8--�—2'6"12-�I 2'6"12 �I 2'6"12--{ W=3X5 A B C 3X3= E 3X7 =4X12 T2 J =3X5 =3X5 =3X7 =3X10 3X5= 4X12= =W 3X5 =4X14 P O =3X5N 20'2"12 j 678 1 f 26,9^4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL: 0.320 F 759 480 _ BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):) 0.541 F 449 360 w 10615 / / /.. /- /3.5 BCDL: 7.00 Category:NAQ 1945 /- /- /- /- /3.5 EXP:NA Snow Duration:NA HORZ(LL): 0.058 B - - N 276 /202 /- /- /- /3.7 Des Ld: 57.00 Mean Height NA ft HORZ(TL):0.097 B - - W Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.1.5 Q Min Brg Width Req= 1.3 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.884 N Min Brg Width Req= 1.3 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.968 Bearings W,Q,&N are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.909 Loc.from endwall:NA FT/RT:10(0)/4(0) Members not listed have forces less than 375# I:NA GCpi:NA Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:NA WAVE Chords Tens.Comp. Chords Tens. Comp. VIEW Ver:16.01.000.0327.16 Lumber B-C 0-2943 G-H 0 -2256 Top chord 4x2 HF#2:T2 4x2 HF#1&Bet.: C-D 0-2943 H-I 0 -2256 Bot chord 4x2 HF#2 D-E 0-3588 I-J 1605 0 Webs 4x2 DF-L Std/Stud E-F 0-3588 J-K 1605 0 Plating Notes F-G 0-3588 K-L 614 -229 All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Loadin 9 Chords Tens.Comp. Chords Tens. Comp. Bottom chord checked for 10.00 psf non concurrent W-V 1767 0 R-Q 723 0 bottom chord live load applied per IRC-12 section V-U 3512 0 Q-P 225 624 301.5. U-T 3198 0 P-O 229 -614 T-S 3198 0 O-N 230 -606 Deflection S-R 723 0 Calculated vertical deflection is 0.31"due to live load and 0.22"due to dead load at X=10-3-12. See Maximum Web Forces Per Ply(lbs) detail DEFLCAMB1014 for camber recommendations. Webs Tens.Comp. Webs Tens. Comp. Additional Notes W-B 0-1994 S-I 1789 0 +2x6 continuous strongback.See detail Ep PRQF B-V 1336 0 I-Q 0 -2338 STRBRIBR1014 for bracing and bridging r V-D 0 -645 Q-K 0 -1304 recommendations. U-G 501 0 L-N 684 -260 Deflection estimate assumes composite action with , G-S 0-1108 single hlgerof the appropriate span rated glue-nailed 19575 wood sheathing. %r Negative reaction(s)of-202#MAX.from a non-wind load case requires uplift connection.See Maximum f Reactions. OREGON Truss must be installed as shown with top chord up. 9190 20 ' .l✓1 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss Boxo rNsotoregon,Inc. 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 S fety Information,by TPI ane SBCA)fr safetemporary bracing per BOSI.Unless noted ooherwise,top chrd shall havpracticesrolprioracheperformingrucral theseeth ntgl and bottom chord shall havpffy (503)357-2118 Ext 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 Joint-Details, unless noted otherwise. Refer 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 MN truss in conformance with ANSI/TR1,or for handling,shipping,installation and bracing of tnissesA seal on this drawing or cover page ^" roNPAN listing this drawing,indicates acceptance of prosiona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:wwaipIneftw com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org w. A t Job Number: 1116053 Rvrsid2885 Floor Master PIY 1 SEQN:34204 / T13 /SY42 Cust:R R7175 JRef:1W671750001 Truss Label: BGE Qty: 1 FROM:BB DrwNo: 298.18.0802.53358 BFR / GWH 10/25/2018 '44"12 1 14 (TYP) H A =W=3X5 T �� --� .� T16 V co -- �—Tr p-____7-7 G 1 __�:e=:e=a1 ---=c—a-=r.=a:=a:=a:tea.—a:—a::i =u:—a:=:r_� i�i��Nr i lriigtr�trrim AS PPP- X = E 3X5(**) =3X5(**) -3X5(**) =3X5("*) =3X5(**) =3X5(**) A3X5(**) =3X5(**) -3X5('*) 3X5(*•)(I) =3X5(*') -3X5(*') -3X5(*') =_3X5(•*) -- 3X5(''*) -. 3X5(**) =3X5(**) =3X5(**) -3X5(•*) z----W =3X5_ 26'9"4 F* 26'9'4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl 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 BCLL: 0.00 Enclosure:NA AE*130 /- /- /- /- /2 Category:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 AE*13 /- /- /- /- 10515 BCDL: 7.00 Snow Duration:NA HORZ(LL):-0.000 AS - - AS Min Brg Width Req= - Des Ld: 57.00 EXP:NA Mean Height NA ft HORZ(TL): 0.000 AS AE Min Brg Width Req= - NCBCLL:10.00 TCDL:NA psf Code/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 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.028 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.059 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 4x2 HF#2:T16 4x2 HF#1&Bet.: Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud 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 botto1.5chord live load applied per IRC-12 section rOPROP . ESs F� -10Additional Notes 19575+2x6 continuous strongback.See detail %r STRBRIBR1014 for bracing and bridging recommendations. /- i Deflection estimate assumes composite action with *f single layer of the appropriate span rated glue-nailed 0OREGON wood sheathing. .../ Tt Truss must be installed as shown with top chord up. �R SCman•Yo,D W.19.N ' RNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! A"IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss Components of Oregon,Inc. Trusses require extreme care in fabricating,handling shipping, C.0. U Component Safety Information,by TPI and SBCA)toy safety g'cti sng or t brerfor g these and tions.the latest shall of BCSI temporary(Building CORNELIUS OR 07113 bracing per BCSI.Unless noted otherwise,tpop chord shall have practices attached performing sheatttngl and bottom chord shal havrpily (503)357-2118 Ext as applicable cApply Locations each face of truss shown above and on the Joint-Details,s,unless noted othenwse.B7F�eferr 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 truss in conformance with indicates PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page ^"MN COMPANY listing this drawing,indicates acceptance of proTesslonal engineering responsibility solely for the deskin shown. The suitability and use of this aawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www aIpineitw.com;TPN:www.tpinst.org:SBCA:www.sbclndustry.com;ICC:www.iccsafe.ora Sacramento,CA 95828 f -1 Job Number: 1116053 Ply: 1 SEQN:11608/ T9 / SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 13 FROM:BB DrwNo: 298.18.0802.53188 Truss Label: D / GWH 10/25/2018 �- 13 -I 113'812 24'1"4 8"1'2 10'4"8 'I I 2'6"--I 2'6"12--I 2'6"12--{—2'6"12--I 2'6"12---I 1-.--2'6"12 —2'6"12-----2'6"12---{ (TYP) A =3X610 C =3XD5 E =3F3 G =3H5 =W=3X5 J =3X10 io -0.0 .°°...- — .%\-1._ -/'' ''...°.°‘- -,,,------; j...-------'- .._ 1+ T kl 3X7 =3X10 R 0E---3X5 B2 P -03X5 =3X10 M L =W=H0312 =3X7 • 24'1"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT LL: 0.488 F 592 480 BCLL: 0.00 Enclosure:NA ( ) T 916 /- /- /- /- /3.7 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 Des Ld: 57.00 EXP:NA Mean Height:NA ft HORZ(TL):0.125 B M Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.1.5 Bearings T&M are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.655 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.888 Members not listed have forces less than 375# Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.676 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-2746 G-H 0 -3961 Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 C-D 0-2746 H-I 0 _2743 Lumber D-E 0-3961 I-J 0 -2743 Top chord 4x2 HF#2 E-F 0-3961 J-K 0 -2743 Bot chord 4x2 HF#2:B2 4x2 HF#1&Bet.: F G 0-3968 Webs 4x2 DF-L Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. T-S 1574 0 P-O 3968 0 Loading S-R 3512 0 0-N 3515 0 Bottom chord checked for 10.00 psf non-concurrent R 0 3512 0 N-M 1573 0 live load. 0-P 3971 0 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 detail DEFLCAMB1014 for camber recommendations. T B 0-1777 O-H 664 0 B-S 1330 0 H-N 0 -876 Additional Notes S-D 0 -869 N-K 1328 0 +2x6 continuous strongback.See detail 0 510 0 K-M 0 -1776 STRBRIBR1014 for bracing and bridging CEO PROF-F recommendations. .< `rS Deflection estimate assumes composite action with c? ��G( 4 FF �O single layer of the appropriate span rated glue-nailed 19575 7 wood sheathing. r Truss must be installed as shown with top chord up. 'r .r 0 OREGON I - '9R a 20.199 !c f°LD w. " "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss oxoe�n�oforegon,inc. 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 functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ceiling.Locations shown for op chord latehave al esstrraint of webs shstructural ll hav bracinci installed per BCSI1sections have orB1y as applicable. Apply plates to each face a truss and position as shown above and on the Join>9Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawingany failure to build the truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page ^""m°ANV listing this drawing indicates acceptance of pro7essronai 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 5-ec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites-ALPINE:www.alpineilw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.corn;ICC:www.iccsafe.org Sacramento,CA 95828 J .9 Job Number: 1116053 Ply: 1 SEAN:11616 / T16 /SY42 Cust:R R7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.52967 Truss Label: 1 BFR / GWH 10/25/2018 F 710 8 i 9'6"10 I 17'5"2 7'10"8 1'8 2 710„8 H I---2'6• -1 2'6.12 I. 2'6"12----I f---2,6"12 I 2'6"12--{ (TYP) 1112eX4 =3X610 III X4 =3Xp5 =3EX5 1112 X4 =3XG10 I 112X4 T i /— L io M L K =3X7 =3X10 1112X4 1112X4 = = 3X10 3X71 1 17'5"2 A 1.' 1T5"2 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 0.233 L LL VERT : 897 480 VERT(LL): N 993 /- /- /- /- /3.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.404 L 517 360 I 993 /- /- /- /- /- BCDL: 7.00 EXP9NA ory:NA Snow Duration:NA HORZ(LL):0.048 I - - N Min Brg Width Req= 1.3 Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.079 I - - I Min Brg Width Req= - 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# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.606 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-2686 E-F 0 -2686 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 C-D 0-2686 F-G 0 -2686 Lumber D-E 0-3130 Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1634 0 K-J 3129 0 Bottom chord checked for 10.00 psf non-concurrent M-L 3129 0 J-I 1634 0 bottom chord live load applied per IRC-12 section L-K 3130 0 301.5. 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 DEFLCAMB1014 for camber recommendations. B-M 1193 0 J-G 1193 0 M-D 0 -723 G-I 0 -1845 Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with ���0 PROFFS single layer of the appropriate span rated glue-nailed ''( s, wood sheathing. 3f' G t Ni E Truss must be installed as shown with top chord up. �� 19575.�'� O� %r OREGON v '9,Q0 L Do W NVQ **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,byTPI ane SBCA)fsafely actices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ceiling.Locations shownforpoermanent lateral eproperly trra nt of webs shstructural ll hav bracinaggttinslalled bottom Ifsections B3,,B7 or51y as applicable. Apply plates 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 Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shippin ,installation and bracing of trussesA$eal on this drawing or cover page ”" COMPANY listing this drawing,indicates acceptance of profiessional 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 ANSUTPI 1 S-ec.2. 8351 Rovana Circle Sacramento,CA 95828 For mom information see this job's general notes page and these web sites: ALPINE:ww .alpineitw.com;TPI:www.tpInst.omw ;SBCA:ww.sbcindustry.com;ICC:www.iccsafe.org w x Job Number: 1116053 Ply: 1 SEQN:11618 / 715 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB Truss Label: J DrwNo: 298.18.0802.53359 BFR / GWH 10/25/2018 T1(Y8 9'8" 17.6"8 I-7'10"8 1,9„8 I 71(1"8 '� �H—2'6” -I— 2'6"12 I 2'6"12 1112X4 =3X610 1112X4 =3XD5 =3EX5 1112X4 =3G0 1112X4 T J y � - L 1 / � � NM M LK J I =3X7 =3X10 1112X4 1112X4 =3X10 =3X7 i 176'8 Is 17'6"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pt:NA Ce:NA VERT(LL): 0.238 L 883 480 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT TL 0.426 L 494 360 N 1000 /- /- /- /- /3.7 BCDL: 7.00 Category:NA VERT(TL): I 1000 /- /- /- /- /1.7 EXP:NA Snow Duration:NA HORZ(LL): 0.049 I - - N Min Brg Width Req= 1.3 Des Ld: 57.00 Mean Height NA ft HORZ(TL):0.082 B - - I Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings N&I are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.638 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.995 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.613 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-2710 E-F 0 -2710 Wind Duration:NA WAVE VIEW Ver:15.02.00C.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 Bottom chord checked for 10.00 psf non-concurrent M-L 3167 0 J-I 1647 0 bottom chord live load applied per IRC-12 section L-K 3168 0 301.5. Deflection Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Calculated vertical deflection is 0.20"due to live load and 0.23"due to dead load at X=7-9-12. See detail N B 0-1859 E-J 0 744 DEFLCAMB1014 for camber recommendations. B-M 1207 0 J-G 1207 0 M-D 0 -744 G-I 0 -1859 Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with ' 'CL- PROFS single layer of the appropriate span rated glue-nailed wood sheathing. t4 Truss must be installed as shown with top chord up. �? �,�GItJE� /O 19575 IS 'moi OREGON 17 '-'4'.20,194b ! ` oto w.N.` "'WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS PTruss Com .O.Box 48 nents of Oregon,Inc. Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fo'r safetemporary bracing per BCSI.Unless noted otherwise,top chod shall have practices priorched performing sheathing and bottom chord sham havrny (503)357-2118 Ext attached rigid ceilingg Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or 810, 4 as applicable. Apply plates to each face ottruss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance withANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover paggQ """"OW'^" listing this drawing,indicates acceptance of professional engineering responssbility 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 Sacramento,CA 95828 For more information see this lob's general notes page and these web sites:ALPINE: w.alpineitw.com;TPI:www.tpinstorg:SBCA: ww.sbcindustry.com;ICC:www.iccsafe.orq www J Job Number: 1116053 Ply: 1 SEAN:102955 /T17 /SY42 Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53419 Truss Label: JGE BFR / GWH 10/25/2018 I--1'2"8--I I--9"H A C T :-t.:Illi_. I I�I 1 ,_-_:::__.• - . CV E w3X5 =3X5 3X5("')(1) I• 2'4" H I 2'4" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL: 0.000 B 999 480 BCLL: 0.00 Enclosure:NA ) G* - /_ /_ /_ /28 0 Mi 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. Des Ld: 57.00 EXP:NA Mean Height:NA ft HORZ(TL):-0.000 B NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.144 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.010 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI:0.029 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): • Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Provide for complete drainage of roof. Truss must be installed as shown with top chord up. ''CkE0 P120FCs. ��� c,(N6- -Q k.\-% 19575 %r /- --i 0 OREGON v "57 an.20,199\-k - **WARNING" W.1 *'WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss o a 8mrRs of Oregon,Inc. Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 ComponentpSafety Information,by TPI and SBCA)for safety actices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ceiling.Locations sjhowni or petoprmanet shall have al esttraint oattached wall structural bracinaggtiinstalled pert BCSI sections B3,B7 or 1 , as applicable. Apply plates to each face 0 truss and position as shown above and on the Joint Details, unless noted otherwise. f�efer 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 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page "" "A P^"' listing this drawing,indicates acceptance of profiessronal engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this fob's general notes page and these web sites:ALPINE:www.alpineltw.com;WI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq a "r Job Number: 1116053 Ply: 1 SEQN:102959 /T10 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53435 Truss Label: HGE BFR / GWH 10/25/2018 14".J u.1"8 8 12"8' '"8 I 229"8 9"8 _123' "12 26'9"4 I 8"43'3"8 1.24."1 —1'4"- (TYP) A .W=3X5 T16 T - - - - - - - - - - - - l FP �r—L�--+D- I-4---f-r\---L-1--L-1--12 I�-3----I-r13- --I--L-f---F-1--- --h,71-1--1--- --h,71-1- -I- _l_ AO���/ ��/ / ���/ �� ����/ � I =3X5( ) =3X5("") =3X5(') =3X5("") =3X5(**) =3X5( ) —X335(') =3X5(") V 3X5("")(1) =3X5(*') =3X5(**) =3X5("") =3X5("*L3X5(M) =3X5(""')335 =3X5("") =3X5(**) I, 26'9"4 i I 23'5"12 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 AO*131 /- /- /- /- /216 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA :VERT TL 0.000 B 999 360 Category:NA VERT(TL): AA*81 /- /- /- /- /105 BCDL: 7.00 Snow Duration:NA HORZ(LL):-0.000 B - - AO Min Brg Width Req= - Des Ld: 57.00 EXP:NA HORZ(TL):-0.000 B - - AA Min Brg Width Req= NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria CreepFactor.1.5 Bearings AO&AA are a rigid surface. TCDL:NA psf 9 9 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.030 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.037 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2:T16 4x2 HF#1&Bet.: Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Plating Notes All plates are 2X4 except as noted. (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. (**)17 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes 9 � O PROFF +2x6 continuous strop back.See detail 9�' j STRBRIBR1014 for bracing and bridgingG(N 'NS F O recommendations. ,� !".1 19575 ,Q 2 Deflection estimate assumes composite action with • �r single layer of the appropriate span rated glue-nailed /r wood sheathing. �I' "'if Truss must be installed as shown with top chord up. r Bracing 0 OREGON v Fasten rated sheathing to one face of this frame. an 20, 9m Q **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,byTPI and SBCA)fer safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ceiling.Locations shownl for permanent lateral res traint nt of webs shstructurallracinagttinstalied per BCSI sections B3,B7 properly as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer 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 truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page """"COMPANY listingthis drawing,indicates acceptance of prdfessiona engineering responsibility solely for the deskin shown. The suitability and se of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpinellw.com;TPI:www.tpinst.org;SBCA:www.sbdndustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 I " Y Job Number: 1116053 Ply: 1 SEAN:11711 / T7 / SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.53389 Truss Label: H BFR / GWH 10/25/2018 7'10"88 " 13'6" 7'10"8 �4 5'3" I---2'6" I 2'6"12 -H 2'6"12—H 1—2'6"12--{ (TYP) III 1.5X3 1111.5X3 =3X7 III1.5X3 =3X3 =3X7 1111.5X3 A B CD E F G T — _ io L1 K J =3X5 =3X7 =3XH 5 =3X5 1111.5X3 1 13'6" I 13'6" -{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT LL: 0.101 D 999 480 ( ) L 769 /- /- /- /- /1.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA : 0.165 D 980 360 VERT TL Category:NA VERT(TL): H 769 /- /- /- /- /1.7 BCDL: 7.00 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 area rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.382 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.651 Members not listed have fortes less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.369 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-1848 D-E 0 -1843 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 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 bottom chord live load applied per IRC-12 section Maximum Web Forces Per Ply(lbs) 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. `��ES PROFss, X43 , G(W�F t, 19575, 7 • %1 is .r 0 OREGON 9,�oL.D 20. 9 V"- 'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)Mr safety actices prior to performing these functions. Installers shall provide terhporary (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, 161/4. as wingsab�le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to PL ,NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin,gCompongnts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the NIT truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pageAW COMPANY listing this drawing,indicates acceptance of professional engineering responsibility solely or the design shown. The sult-ability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 " ,r Job Number: 1116053 Ply: 1 SEQN:154038 /T2 / SY42 Cust:RR7175 JRef:1W971750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.54293 Truss Label: G BFR / GWH 10/25/2018 53" '4"8 23'0"4 5'3" f"8 17'7"12 H I--2'6"----{-.--2'6"12--I 1--2'1" -2'6"12--•H—2'6"12--}.--2'6"12--{-.--2'6"12----{ (TYP) 3X5 w 3X5 =3X7 w W=3X5 =3X3 =3X5 A B CD E F G H I J K L io e ° -1+.7. + T SR Q PM 0 N M =3X5 =3X3X5 -W-3X5 =3X10 3X7= 3X3= =3X5 A 102" A 1210"4 f 23'0"4 -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSl 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 : 0.117 J 999 240 VERT TL Category:NA VERT(TL): 1592 /- /- /- /- /3.5 BCDL: 7.00 Snow Duration:NA HORZ(LL): 0.015 M M M 642 /- /- /- /- /- EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.024 M - - T Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 P Min Brg Width Req= 1.3 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.645 M Min Brg Width Req= - 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 Bot chord 4x2 HF#2 E-F 1075 0 J-K 0 -1349 Webs 4x2 DF-L Std/Stud F-G 1075 0 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading T-S 687 0 P-O 409 -165 Bottom chord checked for 10.00 psf non-concurrent S-R 775 -130 0-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 +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. recommendations. T-B 0 -776 G-O 923 0 Deflection estimate assumes composite action with R-E 619 0 N-K 436 0 single layer of the appropriate span rated glue-nailed E-P 0-1175 K-M 0 -1091 wood sheathing. ���Ep PROFESS P-G 0-1444 Truss must be installed as shown with top chord up. � .AG(l'�� i0 1.475 • /r ,r OREGON 90(020, . 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 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 anti SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Join 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,an failure to build the roup 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 pro7essionaa engineering responsibility solely for the desiIgon shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.atpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 a 1 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 8' "8 16'3" 7'10"8 f 6" 7'10"8 H—2'6" I- 2'6"12 -I 2'6"12--I H----2'6"12 -I 2'6"12---.-I (TYP) 1112X4 --3X10 1112X4 =3X3 3X3 1112X4 =3X10 1112X4 A B C D E F G H T JFp / - ,, �\ +� 1 N 3X7 =3X10 1112X4 K =3X10 7 1112X4 =3X7 A 16'3" F 16'3" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA LL VERT : 0.185 L 999 480 VERT(LL): N 926 /- /- /- /- /_ BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT TL: 0.302 L 644 360 Category:NA ( ) I - /- /- /- /2.5 BCDL: 7.00 Snow Duration:NA HORZ(LL): 0.039 I Mi N Min Brg Width Req= Des Ld: 57.00 EXP:NA HORZ(TL):0.064 I - - I Min Brg Width Req= 1.3 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 BearingI is a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.373 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.773 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.535 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 0-2434 E-F 0 -2434 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2434 F-G 0 -2434 Lumber D-E 0-2748 Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1507 0 K-J 2748 0 M-L 2748 0 J-I 1507 0 Bottom chord checked for 10.00 psf non-concurrent L-K 2748 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail N-B 0-1701 J-G 1053 0 STRBRIBR1014 for bracing and bridging B-M 1053 0 G-I 0 -1701 recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. r (N575 7 /r / OREGON ^y7R0LD20W0NvP "WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling shipping installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefryly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7. or B10, as applicable. Appiy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 'rvm mWPnm 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 pro7essionai engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpinefiv.com;TPI:www.tpinsLorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 a 1 Job Number: 1116053 Ply: 1 SEAN:112564/T3 / SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53202 Truss Label: A BFR / GWH 10/25/2018 5'3" 4" 81" 5'3" �. 2'9" H F----2'6" 1- 2'6"12--I III 1.5X3 III1..55X3 --- 3X5B C3DX5 III1:E3 T — - zo I X\ _ .4- ---------------t.--------------,_ - IG F 3X5 =3X3 III 1.5X3 =3X5 A- 81" F- 8'1" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA 0.022 H LL VERT : 999 480 VERT(LL): I 461 /- I- /_ /_ /_ BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.036 H 999 360 F 461 /- I- /- /- /2.5 BCDL: 7.00 EXP9NA ory:NA Snow Duration:NA HORZ(LL): 0.006 F - - I Min Brg Width Req= - Des Ld: 57.00 Mean Height NA ft HORZ(TL):0.010 F - - F Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor.1.5 Bearing F is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.445 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.454 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.199 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 -666 C-D 0 -663 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 HF#2 I-H 625 0 G-F 664 p 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) bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 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. -.E - PROFFss 0s G1NFF "O 19575 7 • %1 ii<0 OREGON 6)919 ''40.Du. 9 NAP **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 safely 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 propeily attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingc�installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin g.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover paga listing this drawing,indicates acceptance of proTesstonal engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alptneIlw.com;TPI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:24802 / T14 /SY42 Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53515 Truss Label: AGE BFR / GWH 10/25/2018 H 1'4"12-+— 1'4"--i (TYP) A G T - I I I I J I I I I f I I I T - - - - 7"8 —X4 �i 1 3X5(**) =3X5(**) =3X5(**) --3X5(**) ----3X5(**) F 8'1" { I- 8'1" { Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI 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 0.000 B LL VERT : 999 480 VERT(LL): 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. Des Ld: 57.00 EXP:NA HORZ(TL):-0.000 0 - - Mean Height:NA ft NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor.1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.028 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.061 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes r Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. 57��4. O� Truss must be installed as shown with top chord up. �i ( OREGON 9,QO`.D,W 0 NVQ **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 etreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component SafetyInformation,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary 1503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperrlly 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 oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. �LPI A, E Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the OOupANr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover pageAN!NV listing this drawing,indicates acceptance of proTessionar 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 i design 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.orq Job Number: 1116053 Ply: 1 SEQN:350844 /T11 /SY42 Cust:R R7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DlwNo: 298.18.0802.53249 Truss Label: F BFR / GWH 10/25/2018 29" I 38" I 65" I 2'9" 11" 2'9" I- 2'6" -I (TYP) 1111.5X3 .-3X3 ----=3X3 1111.5X3 C D T - _ - _- - III 1.5X3 1111.5X3 =3X3 =3X3 k 6'5" - I- 6'5" 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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT LL: 0.022 G 999 480 ( ) H 366 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA 0.046 G TL VERT : 999 360 BCDL: 7.00 Category:NA VERT(TL): E 366 /- /- /- /- /- EXP:NA Snow Duration:NA HORZ(LL): 0.007 B - - H Min Brg Width Req= 1.5 Des Ld: 57.00 Mean Height NA ft HORZ(TL):0.014 B - - E Min Brg Width Req= NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.1.5 Bearing H is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.396 Load Duration:1.00 MW FRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.256 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.135 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -452 Wind Duration:NA WAVE VIEW Ver:15.01.018.0522.21 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 HF#2 H-G 451 0 F-E 451 0 Webs 4x2 DF-L Std/Stud G-F 452 0 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 301.5. H-B 0 -509 C-E 0 -509 Additional Notes Truss must be installed as shown with top chord up. C��ED PROF�S'S' 0�co , GINF� /O 19575 " %r is OREGON GI v 9� -.n.D W g NSP '"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,handling9 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Componpent Safety Information,byTPI and SBCA)for safety practices prior to performing these functions.tiInstallers shall provide temporary (503)357-2118 Ext attached nrggld ceiling.Locations shownl for Peertop manent lateral have properly of webs shstructural ll hav bracinagg ins lilted per BCSI sectional B3,B7 Or 10, �� as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TM 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, ANQN COMPANY listing this drawing indicates acceptance of pro7essiPonaf 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 ANSUTPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes pane and these web sites: ALPINE:www.alpinettw.com;TPI:www.ipinstorq;SBCA:www.sbcindustry.com;ICC:WWW.Iccsafe.orq I Job Number: 1116053 Ply: 1 SEQN:26319 / T28 /SY42 Cust:RR7175 JRef:1 Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53420 Truss Label: Z BFR / GWH 10/25/2018 H 1'4"12--1—1'4"----I (TYP) A E io IIIII attlizimmini•imm•mluiin co • •• •inimmimmommim•um. anilli' K G 2X4 -- 2X4 3X5(**) .---=-3X5(**) -- 3X5(**) I'' 5'5"14 -I I- 5'5"14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA :VERT LL 0.000 D 999 480 VERT(LL): G* Mm /- /- /- /65.9 Min BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 D 999 360 G Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 K - - Bearing K is a rigid surface. I Des Ld: 57.00 EXP:NA HORZ(TL):-0.000 K NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria CreepFactor.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: 0.164 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.029 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.066 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)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 �Ep PROFF Deflection estimate assumes composite action with �� S�, single layer of the appropriate span rated glue-nailed � G i N F� �O wood sheathing. �j Truss must be installed as shown with top chord up. • 19575 y * %1 ice % r OREGON J r f **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 Componpeent Safety Information,by TPI and SBCA)�r safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached rigir d ceiling.Locations shown for permanent lateral lateral restrraint of webs shstructural ll hav bracinaggthngtalled pert BCSI sections B3,,B7 orr B1 , .416 as applicable. Apply plates to each face a truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling'shipping,installation and bracing of trussesA$eal on this drawing or cover page ""MN �""" listing this drawing indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer perANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineltw.com;TPI:www.fpinst.orq;SBCA:www.sbcindustry.corn;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:24813/ T5 / SY42 Cost:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52939 Truss Label: M1 BFR / GWH 10/25/2018 III 1.5X3 III 1.5X3 III 1.50X3 1111.5X3 T ■ I_•i,: :•■�:U:�iU:� : TIl.._._._._.__t:._:� **) -.=-3X5(**)I (**) III F 1 53 3 III 3 =3X5(**)3X3 III 1.5X3 III 1.5X3 A 3'6"4 1 F 3'6"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.018 B 999 480 I 201 /- /- /- /- / BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.029 B 999 360 F 201 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.003 D - - I Min Brg Width Req Des Ld: 57.00 EXP:NA HORZ(TL):-0.005 D - - F Min Brg Width Req= NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Cree Factor.1.5 TCDL:NA psf p Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.153 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.169 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.859 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action withPR single layer of the appropriate span rated glue-nailed � �0 OFFS,s wood sheathing. �C (N po Truss must be installed as shown with top chord up. C� tJG FF O 19575 7 ' %r /lei OREGON J '9,900 Q g NlP "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)f rrsafe y practices prior to performing these functions. Installers shall provide temporary (50.3)357-2115 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 drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on thl?drawing or cover pagemmVm"°"" listing this drawing,indicates acceptance of proTessionar engineering responsibility solely for the deal n shown. The suits llity and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec2. 8351 Rovana Circle Sacramento,CA 95828 For more infomlation see this job's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:www.Ipinstorq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org t i Job Number: 1116053 Ply: 1 SEQN:39505 / T19 /SY42 Cust:R R7175 JRef:1 Wfl71750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53186 Truss Label: M BFR / GWH 10/25/2018 2'9" 13'4"1 18 2'9" 7"12 1 2'6" H III 1.5X3 ----3X3 III 1.5X3 A B C T -: ± -II,i :_:. F E D 3X3 III 1.5X3 III 1.5X3 1 3,6"4 A 1 3'6"4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT LL:-0.028 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 Br Width Re Des Ld: 57.00 EXP:NA HORZ(TL):0.036 B - - D Min Brg Width Req NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Cree Factor.1.5 TCDL:NA psf P 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. . Ep PROFESS Opp �G I hi �O I 19575 -7 r OREGON J 9RO`.DzoW. "`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 Componpent Safety Information,by TPI and SBCA)for safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached rriirid ceiling.Unless noted for?permanent lateral estrraint oattached webs shall have bracinagttins3alled pelt BCSI sections B3,B7 or 1 , as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA eal on this drawing or cover pa e """1 COMPANY listing this drawing indicates acceptance of pro tonaf engineering responsibility solely for the deskin shown. The suit-abil and use of this drsa awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes pane and these web sites:ALPINE:www.alpineitw.com;TPI:www.tprnst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org l Job Number: 1116053 Ply: 1 SEQN:26315 / T27 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53561 Truss Label: X BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A B i -i oI -I- . I.. a■ i_ I : Job Number: 1116053 Ply: 1 SEQN:39508 / T25 /SY42 Gust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53248 Truss Label: BPX BFR / GWH 10/25/2018 III 1.5X3 1111.5X3 11128 C 1112 4 A D W2 imlilllllllllmII H G F E 1112X4 1112X4 III 1.5X3 III1.5X3 �- 1r8"8 �- 1'8rr8 -{ 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 Udefl U# 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 1 379 /- /- /- /- 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= - Des Ld: 57.00 EXP:NA HORZ(TL):0.002 D - - E Min Brg Width Req= - Mean Height:NA ft NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.947 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:16.01.00C.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. ,e03 PRI Negative reaction(s)of-401#MAX.from a non-wind load case requires uplift connection.See Maximum ,@ x4G) Reactions. 1957Truss must be installed as shown with top chord up. OREGON OLD w "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 anc3 SBCA)fbsafety 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 bracingg 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 IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the ssnwrMPANY pane listing this drawing,indicates acceptance of proTessional 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 For mom information see this lob's general notes pane and these web sites ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 SEAN:210981 T6 FLAT Ply: 2 Job Number: 1116053 Cust:R7175 JRef:1Wf171750001 FROM:BB Qty: 1 Rvrside 2885 Floor Master DrwNo: 298.18.1647.02000 Truss Label: LG PBC / GWH 10/25/2018 I 5 5 2 Complete Trusses Required 3'5"106'9"9 10'4"10 13'11"10 17'6"11 2010"9 24'4"4 3'51I 3'3"14 I 3'7"1 3'71 I 371 I- 3'314 3'5"10 "1 6X8 =4X68[5] I111.5CX3 =3X511] =3X5113] =3X5=3X5818] =3X5120] =4X5 T .- ..NIIIINimeill.. II.. - •• G H l ft 1113X5 =5X77[4] =6X8 7]=SS0514 =3X5[12] '-. 3X5[14] = = 3X5[19] 3X5[ 21] 1111.5X3 24'4"4 1 3'51 0 I 3'314 , 3'7"1 3'7"1 I 3'7"1 I 3'3"14 , 3'5"10 3'5"10 6'9"9 10'4"10 13'11"10 17'6"11 20'10"9 24'4"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL): 0.539 N 541 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL):0.886 N 329 240 R 2980 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration: - HORZ(LL): 0.078 A - - J 1296 /- /- /- /- /- Des Ld: 57.00 EXP:NA Kzt:NA HORZ(TL):0.180 A - - R Brg Width=5.5 Min Req= 1.6 Mean Height NA ft NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor.2.0 J Brg Width=3.7 Min Req= 1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: Custom Max TC CSI: 0.861 Bearings R&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.779 Members not listed have forces less than 375# Spacing:Special loads C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.844 Maximum Top Chor Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0-4182 E-F 0 -5196 Wind Duration:NA WAVE,18SS VIEW Ver:16.01.00C.0327.16 B-C 0-8040 F-G 0 -5196 Lumber Additional Notes C-D 0-8040 G-H 0 -3500 D-E 0-6911 H-I 0 -1761 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4 DF-L Std/Stud:W2,W4,W8,W10,W12,W14 Use of truss designs for any particular project Maximum Bot Chord Forces Per Ply(lbs) 2x4 DF-L#2: is the responsibility of the building owner or Chords Tens.Comp. Chords Tens. Comp. building design professional.Building designer is Nailnote responsible for conventional framing.Loads& Q-P 4522 0 N-M 5340 0 Nail Schedule:0.120"x3",min.nails dimensions entered by truss manufacturer. P-O 7016 0 M-L 3646 0 Top Chord:1 Row @12.00"o.c. O-N 7016 0 L-K 1920 0 Bot Chord:1 Row @ 7.00"o.c. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. A-R 0-1432 E-M 0 -576 Special Loads A-Q 4393 0 M-G 1642 0 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac:1.15) Q B 0-1356 G-L 0 585 TC:From 17 plf at 0.00 to 17 plf at 24.35 B-P 3731 0 L-H 1693 0 BC:From 2 plf at 0.00 to 2 plf at 24.35 P-D 1156 0 H-K 0 -632 BC:3813 lb Conc.Load at 6.80 -N 0 -422 K-I 1849 0 Plate Shift Table ��eEO PROFESS -E 1666 0 I-J 0 -613 JT Plate Chord JT Plate Chord �5 �G I N . i� No Size Shift Bite No Size Shift Bite C2 19575 2 [4] W5X7 S 1.25 [5] W4X8 S 1.25 7 [7] W6X8 3.00 L 2.75 [11] W3X5 S 1.25 %I [12] W3X5 2.25 L 1.25 [13] W3X5 2.25 R 1.25 all ,-0' [14] W3X5 S 1.25 [18] W3X5 S 1.25 J [19] W3X5 2.25 L 1.25 [20] W3X5 2.25 R 1.25 [21] W3X5 2.00 L 1.25 I7 OREGON Purlins "9 "B O.YO 19a7 Q' The TC of this truss shall be braced with attached '01.0 W.VA spans at 24"OC in lieu of structural sheathing. "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,shippin 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 terhporary (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 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 Joint-Details, unless noted otherwise. Refer 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 µ*CO truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pageMPANY listing this drawing,indicates acceptance of pro-tessionaf 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/MI 1 oec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:wew.alpineitw.com;TPI:www.lpinst.o,g;SBCA:www.sbdndustry.com;ICC: www.iccsafe.org . Job Number: 1116053 Ply: 2 SEAN:108037/T1 / FLAT Cust:RR7175 JRef:1W1171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52968 Truss Label: KG BFR / GWH 10/25/2018 I S 5 2 Complete Trusses Required I 4'9"8 24"14 I 32" 17.8 , 6'5"8 161 •2 94" 2'4"14 9"2 1'8" 5"10 2'4"14 III 1.5X3 III 1.5X3 A6X8 1111.8 C DE X3 1111.5X3 1111.5X3 F =6X8 G I W2 0 : . : W: io E. _ _ 1 - : 7 M L K J I H 13X7 --5X7("") 1111.5X3 m'5X7("') 1113X7 1111.5X3 1111.5X3 A 9'4" ' 2'4"14 I 9"2 , 1'8" I5"1 2'4 "14 2'4"14 3'2" 1'7"8 6'5"8 6'11"2 9'4" 4'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.089 D 999 360 N 3417 /0 /161 /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.179 D 626 240 H 3658 /0 /161 /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):0.015 A - - N Min Brg Width Req= 2.8 EXP:NA Des Ld: 57.00 Mean Height NA ft HORZ(TL):0.043 A - - H Min Brg Width Req= - NCBCLL:0.00 TCDL:NA psf Code I Misc Criteria Creep Factor.1.5 Bearing N is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.625 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.745 Members not listed have fomes less than 375# Rep Factors Used:Yes Max Web CSI:0.720 Maximum Top Chord Forces Per Ply(lbs) Spacing:2.0" C&C Dist a:NA ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): A-B 101 -2936 D-E 106 -3053 Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 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 I-G 3209 -112 --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) C-L 9 -401 G-H 71 -1817 TC:From 8 plf at 0.00 to 8 plf at 9.33 BC:From 1 plf at 0.00 to 1 plf at 9.33 TC: 998 lb Conc.Load at 0.60,2.60,3.31,4.60 6.60,7.31,8.75 Plating Notes ' '�. p PROFFss ("")2 plate(s)require special positioning.Refer to C . G I N EF /O scaled plate plot details for special positioning C�7 4. - requirements. * 19575 � I Purlins /API`....• The TC of this truss shall be braced with attached r spans at 24"oc in lieu of structural sheathing. OREGON Additional Notes Use of truss designs for any particular project '` • 7ROC.o e NVQ is the responsibility of the building owner or • building designprofessional.Building designer is responsible for conventional framing.Loads& -r 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 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)Mr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. 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,COMPANY truss in conformance with ANSUI-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this 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.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 1 a , Job Number: 1116053 Ply: 1 SEAN:11721 / T18 /GABL Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53187 Truss Label: RT3 BFR / GWH 10/25/2018 59"13FI 11'5"15 f 17'3"12 H 5'9"13 5'8"1 5'9"13 F`1'4"—I (TYP) A FAA K P T o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 io -r r I 0 $ --B W2 -B—u- 0 $ $ $AF $ $ ff W6$ , L 1 U U3X3����T/�////��/� R 3 1111.5X3(**) =4X8(**) =4X8("*) 1111 5X3(**) I 17'3"12 5'8"1 " 2 5'4"9 "12 5'8"1 H 5'8"1 ',..?2 11'4"3 1 'X151_1 17'312 ' 1"9 1 '7"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def!CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.036 C 999 360 R* 84 /0 /35 /- /- /207 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.074 C 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 P - - R Min Brg Width Req= - EXP:B Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):-0.000 U - - Bearing U is a rigid surface. NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.248 Members not listed have forces less than 375# TPI Std:2007 Max BC CSI: 0.154 Maximum Web Forces Per Ply(lbs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Webs Tens.Comp. Webs Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.406 Loc.from endwall:Any FT/RT:2(0)/4(0) AA-F 117 -485 K-AF 117 -484 GCpi:0.18 Plate Type(s): AA-T 105 -433 S-AF 105 -433 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 Lumber Top chord 2x4 DF-L#1&Bet. Bot chord 2x4 DF-L#1&Bet. Webs 2x4 DF-L Std/Stud:W2,W6 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. ��eEp PROpk,„ O$5 GINE-k- "O tJ 19575 9 OREGON an.20.19`� P RECD W. **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 pnor 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 propeily attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A IPL NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w,,,,,, COMPANY truss in conformance with ANSI/TPI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e listingthis drawing, Dr indicates acceptance of essiona engineering responsibility solely for the design shown. The suitability and se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw corn;TPI www.tpinst.orq;SBCA: www.sbcindustry.com;ICC www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEAN:102909 /T24 /GABL Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53342 Truss Label: RT9 BFR / GWH 10/25/2018 H- 1'4"H 1-- 9 1?.� (TYP) A I T 0- 0 fl 0 0 0 0 L a io i 0 a o- 0 a a o- 0 a f- 10'3" 1 10'3" 10'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph 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 Code I Misc Criteria Creep Factor.1.5 NCBCLL:10.00 TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.019 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 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 MW FRS with additional C&C member design. • •FEO PROFESS 0s, vG4NF /O _.. 19575 �� 0 OREGON J 9 . 19°'W. P ,QODN,(„7- • ` "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 erforming 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 plates shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, a aapplicable. mgs b e.Ap-Z for of stadart plate face truss and position as shown above and on the Joint'Details, unless noted otherwise. Defer to 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 truss in conformance with ANSI/TPI 1,or tor handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of prolwmon* engineering responsibility solely for the design shown. The suitability and Cir and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.1pinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sa51cramentoRova ,CA c95828le • s , Job Number: 1116053 Ply: 1 SEQN:105600 /T12 /GABL Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52937 Truss Label: RT6 BFR / GWH 10/25/2018 13„ 96 3 97'8 H H—1'4"H (TYP) A H T 0 W1 0 0 0 0 0 0 0W2 `° 0 0 0 0 0 0 Q T I - 1 0 3X5(**) 0 3X51" 1113X5 1113X5 I 9'6" H 9'6"F H 9'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.157 E 726 360 K' 84 /0 /35 /- /- /114 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.317 E 359 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 K - - K Min Brg Width Req= EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.007 K - - Bearing K is a rigid surface. NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.667 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: 0.486 Maximum Bot Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.509 Chords Tens.Comp. Loc.from endwall:Any FT/RT:2(0)/4(0) K-J 455 -165 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.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 MW FRS with additional C&C member design. Additional Notes Use of truss designs for any particular project p PRO is the responsibility of the building owner or ' '%- FFss � building designprofessional. Loads&dimensions � G i N F �O entered by truss manufacturer. F �' 19575 • �r OREGONGI J 9-o`D,W. '"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)fbr safe y 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, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE L drawings 160A-Z for standard plate positi ons. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,,w COMPANY truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page,. listing this drawing,indicates acceptance of prr/'essional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq • r • Job Number: 1116053 Ply: 1 SEAN:102907/T23 /GABL Cust:RR7175 JRef:1WfI71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53374 Truss Label: RT10 BFR / GWH 10/25/2018 H- 1,4„_H r'11 (TYP) A G T 0 0 0 0 0 as l a 0 0 0 a 11a F- 71" F r1° 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 Udell 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 Risk Category: VERT(TL): Wind reactions based on MWFRS BCDL: 7.00 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:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.027 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 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. . • `NS PROF-E,'SS �co G%W IO F O 1957.5 r ii �r 0 OREGON c• - "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 S fety Information,by TPI and SBCA)fasafely practices prior to performing these functions. Installers shall provide tempora (503)357-211e Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerly 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 Join Details, unless noted otherwise. Refer to ALPINE NE drawings 160A-Z for standard plate positions. ,.i j 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� COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e, listing this drawing indicates acceptance of professional engineering responsibility solely for the deal n shown. The suitabilityg and use of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI I Sgec.2. 8351 Rovana Circle Sacramento,CA 95828 For more infonnation 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.iccsare.org * / • Job Number: 1116053 Ply: 1 SEQN:11729 / T20 /GABL Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master OW: 1 FROM:BB DrwNo: 298.18.0802.52940 Truss Label: RT7 BFR / GWH 10/25/2018 H—1'4"--{ (TYP) A E • M� ii 11■ T 1 ' ■ 1 G III 1.5X4(3)3X111135XX4( **) F 5'6" H I- 5'6" 5'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI 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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pt:21.2 Ce:1.1 VERT(LL): 0.048 C 999 360 G° 84 /0 /35 /- /- /66.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.096 C 687 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.000 E - - G Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):-0.000 H - - Bearing H is a rigid surface. Mean Height:15.00 ft NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.239 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.227 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.322 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud:W1 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 4'E - PROpcs, O., �GINFF IO 19575 "7 Li' die .00:0, OREGON "9�0LDoW.NSP *"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 anc7 SBCA)tOr safety actices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face otptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to �I L IP N E drawings 160A-Z for standard plate positions. /`y Alpine,a division of ITW Buildin.gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,r,,,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 proessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry corn;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEAN:11717/ T8 / GABL Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53514 Truss Label: RT4 BFR / GWH 10/25/2018 H-1'4" 12"4�{ (TYP) A E T ' • • w1 • IL • l77-.12 dizmimmimmimi" 3X3 1111.5X4(**) 1111.5X4(**) 5'4" -{ 5'4" 5'4" 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): 0.042 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 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/Misc Criteria Creep Factor.1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.223 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.215 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.305 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud:W1 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. PROFS s� `G(NF O 19575,F� 7 it r OREGON y,4OLO wa NSP **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)fbsafety 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 for permanent lateral restraint of webs shall have bracinfg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Join 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,an failure to build the truss in conformance with ANSI/7191 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prolessionaf engineering responsibility solely for the des n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 aec.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:ww w .sbcindusay.com;ICC:www.iccsafe.otq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:118514 /T29 /FLAT Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53530 Truss Label: BP1 BFR / GWH 10/25/2018 III 1.5X3 =3X3 B =Nom■G' _ ■ •=� 1110- 1C 3X3 III 1.5X3 1'8"4 1'8"4 1'8"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI 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 LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 71 /0 /29 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 71 /0 /29 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height 15.00 ft Code 1 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 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.021 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.024 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to transfer lateral or longitudinal forces.Sheathing or other bracing is required rPRO for any longitudinal(drag)forces.All horizontal and verticaldiaphragms and connections shall be designed by theengineer of record.See Code section R602.10.6.2. 575 Air 1 OREGON 9,QOC.D, Ovv.NtP "'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)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oTerwise,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 ins-belled 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 M rIW COMPANY truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proiesslonar engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpInst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 K -t e Job Number: 1116053 Ply: 1 SEAN:116938 /T30 /FLAT Cust:RR7175 JRef:1Wf171750001 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 emedgami •�_ ►Z_C 1111.5X3 1111.5X3 1'1"6-j 1'1"6 1'1"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 47 /0 /19 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 47 /0 /19 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I 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 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.013 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.16 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. rPR0 This trussis designed to support vertical loads only.This truss has not been designed to transfer lateral orlongitudinal forces.Sheathing or other bracing is required575 4 for any longitudinal(drag)forces.All horizontal and vertical diaphragms and connections shall be designed by the /r engineer of record.See Code section R602.10.6.2. J OREGON '9,Q0 L 20,W.NSP "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)fbr 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 Haid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingg�iinstalled 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 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this 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 Sacramento,CA 95828 ,. Job Number: 1116053 Ply: 1 SEQN:116940 /T31 /FLAT Gust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53232 Truss Label: BP3 BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A B . : :_.0 1111.5X3 1111.5X3 1'0"8 L 10"8 1'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A 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 Des Ld: 42.00 EXP:B 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: 0.016 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.008 Members not listed have forces less than 375# Spacing:24.0" CSC Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.012 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. rPRo This truss is designed to support vertical loads only.This truss has not been designed to transfer lateral orlongitudinal forces.Sheathing or other bracing is requiredfor any longitudinal(drag)forces.All horizontal and vertical575 diaphragms and connections shall be designed by the %r engineer of record.See Code section R602.10.6.2. �- i� d OREGON 96'0C.DzoW0�,�P • "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)Tosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted 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. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MAW d 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-fessionaT engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsate.org Sacramento,CA 95828 Gable Detail For Let-in Verticals Gable Truss Plate Sizes About O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. 16 01\ ()Refer to Engineered truss design for peak, splice, web, and heel plates. 0 0,, O ®If gable vertical plates overlap, use a ., single plate that covers the total area of the overlapped plates to span the web, le . 4 n!hl © Examples 2X4 , �. 2X4 2X8 , ,dik,, 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing ' Member Member Toe-Hatt - Or - End-nnK A, ILA. 'hi,.,, xi v + To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss desOgn. 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.',nin) 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, RI•Id Shenthln• Toenalled Nails, specie, and grade of the 'L' reinforcing member. T f T ° 10.1 Common (0.148'x3',min) Toenails at 4' o,c, plus 4 Nail �i al (4) toenails in the top and bottom chords. Member Web Length Increase w/ 'T' Brace 'T' Relnf, 'T' •T• This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Relnforcin9 wind load. 2x4 30 20 ASCE 7-05 Gable Detail Drawings Example 2x6 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Win Speed = 120 mph Mean Roof Hght = 30 ft, Kzt = 1.00 ei Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Truss Spaced At ASCE 7-10 Gable Detnll Drawings Gable Vertical = 24'o.c, SP *3 4' o.c. A11515ENC101014, AI2015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' rced Gable Vertical Length A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinfo 1.30x8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length, h 4NaK. '=' Ceiling BmPORTANTee VARNINGOn F S"Bawl�TD ALLLIIV CONTRACT=!CITES uaulmaeiG T`�°1GI E INSTALLERS. Cr 4'0 s' ���Q v2 REF LET—IN VERT Trusses require eotrene care h fabricating handling,shipping,installing and bracing. Refer to and 79575 foliow the latest edition of SCSI ceuHrip Component Safety Information,by WI and secA)for safety , DATE 10/01/14 VN practices prior to performing these functions. Installers shall provide temporary bracing per BCSL / lii��� llr� Unless noted otherwise,top chord shall have properly attachedocations shown _structural sheatHng and bottom chord i DRWG GBLLETIN1014 . shall have a properly attached A 1 ��I lam\I I� osfpll truss and Qve sisition as shown aboveinstalled per IOC uand ond ceiling. Lctions t3,the HJoht Details,u7 or B10,as nless tednt 1poa,plates e`ateral s toa each Fint of ps t y�— U v Refer to drawings I60A-Z for standard plate positions. OREGON Alpine,a division of ITV&AIComponents Group Inc. hall not be responsible for an deviation from GI AN 1TWCOMRANY this drawing,any failure to build the truss h /W conformance with ANSI/TPI I,or for handing,shipping, 1 '4'7.20,19 9 MAX. TOT. LD. 60 PSF hstallatbn L bracing of trusses. A seal on this droving or cover listing Aids droving.hdcntes acceptance of professional Ro L D W fturesponsibility ttho ro`yre>ny shown.g De,suitability ANS/TPI 1 Seca b°e`g DUR. FAC, ANY Earth1338LakefrontDriveFor more information see this Job'sgeneral notes Earth City,M083045 ALPINE,wwealpheitscoml iPI,mS, �� and these c. .' ",� MAX, SPACING 24.0' P STRONGBACK BRIDGING RECOMMENDATIONS I, ►All scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK 'stress graded ' BRIDGING TOGETHER lumber. ' All strongback bridging and bracing shall be a -1111116 minimum 2x6 'stress graded lumber,' 4' AW°- . 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 resultingIn an overall Increase In the SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP FOR ATRLEASTCONEK R TRUSS SPACING IDGING MEMBERS strongback bridging, positioned as shown in STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o.c. (max,) NOTE: Details 1 and 2 are the preferred attachment methods 11..-The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an WEB W/ (3)3') IOd COMMON 1;010": / important structural requirement Of any floor (0.148'x3') NAILS OR (4) 1oa BOX/GUN or roof system. Refer to the Truss Design t.-28'x3.0') NAILS 1 ��� � dy Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' is a )'Ir recommendation for a truss system to help ,, control vibration. In addition to aiding in the � distribution of point loads between adjacent truss, strongback bridging serves to reduce I11111111 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 roe cat anter of span) The performance of all floor systems are (2) 10d COMMON (0.148'x3.0') OR 2n)to 3Y2 roes 0 at each 1/3 points) enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK, 30'to 40'3 roes(1 at each 1/4 ports) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. Over 40' SpIce roes 44 17 ac ports) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) by Alpine. 10d COMMON (0.148'x3.0') NAILS OR (4)IOd BOX/GUN (0.128'x3.0') ® For additional Information regarding strongback NAILS. O ' / bridging, refer to BCSI (Building Component ` 10 Safety Information). VrAllr ,i illri V �� �� tit ATTBOH STRONGBACK TO BOTTOM • - (2) #10 - 3' ' /6 4 W21 PROFFS STREINGBACK BRIDGING ATTACHMENT ALTERNATIVES �A'> S' �wI*IPTArfr sliAMANINCiee fEADBRAvamn+aID�LOH ewe,NOTES ilns Drains swaTNS INSTALLERS. Cr �NG,NCF� �2 TC LL PSF REF STRONGBACK Trusses require extreme care In fob-lootng.handing,shipping,installing and tracing. Refer to and , 19575 follow the latest edition of BCSI Gua.ng Component Safety Infornatlon,by TPI and SBCA)for safety �r , TC DL PSF DATE 10/01/14 practices prbr to pw•forMrng thew fw,ctkww. Installers shall provide tenporary�bracYq per BCS4 Alliihi unless noted oa,erwlw,top chord shall have property attached structural sheathing and bottom chard �` /,� / BC DL PSF DRWG shad have b properly attached ECSI ecce L33,87 o sho.n fpr permanent lateral testtolnt of websA um N E STRBRIBR1014 shoU have bracing nsha�led per BCSI sections B3,B7 or 810,os appUcable. Apply pintas to arch ince ,f of truss and position as shown above and on the Joint Details,unless noted otherwise. BC LL PSF Refer to drawings lion)-z for standard plate positions. OREGO AN RW COMPANY AlpYx,a dvalon of ITV Buildsp Components group Inc.shall not be respmMble for rry dwdaaongFran 1 n.20,19 , " TOT. LD. PSF tins drawing,any faau^e to sued the truss Incon#ornnnce with ANS[/TPI 1,or fr hnndYp,sl ppin }�j Installation I bracing of mases. A seal on this drasay or cover page listing ars draelng,indicates....otiose of profession' 'r0 L D W••N'' resporhstiaty solely far are shown, The suitability and useof ills drawing 13389 Lakefront Drava for ally ane reaporWoa,ty Buadrhp Designer per AlOt/TN t Sect DUR. FAC. 1.00 Earth cry,MO 63045 For nore information see ars Job's general notes page and these web sites SPACING ALPINE.malpheltw.coml TPI.m.Tpnst•orga SDCA.m.sbdndatryarg,ICO m.kcsafearg Gable Stud Reinforcement Detail ` ASCE 7-101 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 or. 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace a (1) 2x4 'L' Brace * (2) 2x4 'L' Brace ee (1) 2x6 'L' Brace a (2) 2x6 'L' Brace ew Bracing GroupSpecies p.cies and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al S — #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 9' 11' 11' 5' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir CO S #3 4' 7' 7' 9' 8' 3' 9' 7' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #1 / #2 Standard *2 Stud U *3 Stud *3 Standard HF Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' o 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 Plneeee #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 *3 J k SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard CS P #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' al Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group Bl U _ #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir .j _ S P F #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' *1 1 Btr Y i f l I F Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' *1 01 o Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Dou.las Flr-Larch Southern Phewwe #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' EIMIMIM #1 SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). a) , D F L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' eeeFor 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 SPF #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. C5 _ S P r #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 Y H F Stud 5' 9' 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. o I Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X 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 (5 psf TC Dead Load). d #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. ,--I D F L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm Attach 'L' braces with IOd (0.128'x3.0' min) nails. able Truss � � I * )K For (1) 'L' brace. space nails at 2' o.c. r � in 18' end zones and 4' o.c betreen zones, Diagonal brace option. � BE3�For C2) 'L' brnces� space Halls at 3' o.c. vertical length may be T : In 18' end zones and 6' o.c. between zones. doubled when diagonal • 'L' bracing must be a minimum of 80X of web brace is used. Connect e r7./.., -,. .,,,..----"...P4' member length. diagonal brace for 335# ' .:::::1:7 at each end. Max web Br `'� Gable Vertical Plate Sizes total length is 14'. a Vertical Length No Splice 2x4 DF-L *2 or • Less than 4' 0' 1X4 or 2X3 better diagonal �— Greater than 4' 0', but 2X4 Vertical length shown brace! single 18, less than 11' 6' In table above. or double cut ;� • Greater than 11' 6' 3X4 ''�'r/ 45' (as shown) at L_�-I J_ + Refer to common truss design for - upper end. Q L 0 U r :b��, peak, splice, and heel plates. 1� ontinuo **.'•014' TD i'RI Refer to the Building Designer for conditions Connect diagona at not addressed by this detail. midpoint of verticnl web. Refer to chart above , `r` '■m�ulTANTFURNISH S BRAVING READ AND TO AVAI.CONTRACTORS MITEu CLUDING`TIE INSTALLERS. 0�� �.�U'5 CF'S� �� REF ASCE7-10-GAB12015 Trusses require.,crena care in fabricating,handling,shipping,installing and bracing. Refer to and • 19575 Tract the orlatest pert miof BCSIth<Buildithese g Compions. nt Safety all provide by WIandSBCA) safety r l DATE 10/01/14 practices prior to performing these f..hctlons. Installers shall provide temporary bracing Unless noted otherwise,top chord shall have properly attached structural sheaT,ingand batten chord DRWG A12015ENC101014 r shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs , �^ 1 shall have bracing installed per DOM sections B3,37 or 310,as applicable. Apply plates to each face Q Ilil�\vIof truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-2 for standard plate Positions, G1 OREGON AN ITW COMPANY Alpine,a division of ITV Building Components Group Ina shall not be respansble for any deviation from v' this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, gin.20,101' MAX. TOT. LD. 60 PSF installation&bracing of trusses. 9/�OL �� A seal on this drawing or cover listing this d awkp,Indicates acceptance of professlorol fry«.."'°"�"tle' y fo' •own, The skiper of tide drs*,g 0 W 13389 Lakefront Drive re>lK7r of Building Designer ANSI/TPI 1 Sect. Earth City,MO 63045 For more information see this Job's general notes page and these web sites MAX. SPACING 24.0' ALPINE.www.alpineltw.comi IPS www.tpbhstorgi MCA www.sbcwww rdustry.orgi ICC, ,ccsafe.org NE t 1 Commentary: Deflection and Camber Camber may be built into trusses to compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the following advantages: Recommended Truss Deflection Limits • Helps to ensure level cel{Ings and floors after dead loads are applied. Truss Tyoe L/D Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load tow slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for different deflection Floor of Room-In-Attic: 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses • Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses • Avoids 'dips' in roof ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, -through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of' camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0,25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration. Flat Roof Trusses (0.25 x Deflection from Live Load) + (1,5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or Note: The actual dead load may be considerably less than codes may exist that require exceeding these the design dead load, recommendations, or past experience may warrant using more stringent limitations, _03 PR0,c' . 4 a1W TAIT.�FURNISH mrSVARNINGIss BRAVAD ING F10 LLAC TORS THIS BRAVING INSTALERS. 0�� �NG,N�'FAP �2� REF DEFLEC/CAMB Trusses require extreme care In fabricating,handing,shipping,Installbg and bracing. Refer to and m 19575 — follow the latest edtlon of 3CSI(Building Component Safety Information,by TPI andyMA) for safety 1 DATE 10/01/14 Untess noprior to ted other s, trap Uwrd sthese hall havesproperly attached structural sheortNnga=bottta+Sehord / shallim have a properly attached r cellinLocations shown Por perrronent lateral rcstrnh{of cabs DRWG DEFLCAMB1014 ALP. li 11I shall hose ndadng ionas,hoar aboI sections th, ,l of BIB,as unlessbdpoly plates to wch face Q I �U�1 I�1�\\VVI II of truss and position us shown above and on thr,bht DetMs,unless noted otherwlu. Refer to drcwYlgs leoA-z von standard plate post{Tamm. ^^ OREGON AN RwCOMPANY � Alpine,a division of CM Building Components Group Inc shall not be responsible for any deviation from V' this drawing,any fake,to build the truss In conformance with ANSI/TPI 1,or for handing,shipping, �n a,.2o,199 Installation&bracing of trusses. ,I" A seal on this&awingg or cover listinglitnthis drawing,tndcates acceptonce of professbral O L.D W•N for any b tr.rely f rlty of the me NE t of this drawing 13389 Lakefront Drive Building Designer per 1WSI/TPI 1 SeC.2, Earth City,MO 63045 For more information see this Job's general notes page and these web sites. - •, AVM ewwalpineltw,coml TPB eww.tphstorgt MAI www.sbcMustryargl ICCs eweiccsafearg ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C r Common Residential Gable End Wind Bracing Requirements - Stiffeners j 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 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG Ai12030ENC101014). Topp Continuous roof' sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6' to 12'0' max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof' diaphragm every 4'0' (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. * Optional 2x L-reinforcement attached Nails' 10d box or gun (0,128'x3',min) nails, -to stiffback with 10d box or gun (0.128" x 3', min,) nails @ 6' o,c, I Z z ..• x 2X4 Blocking Idillitirilli nailed to 45° sheathing and each truss ; __ H at:_ ®_®_®_®__ •_ii® . 2X4 DF-L #2 H/2 or better ii diagonal brace. Attach each end ) 611 IL for 560#. I■ I I ■ Ii$IIt44I1■. Gl/�■�■�■.■■■■ ■ ■ ■■ ■ • I� ontinuous Bearing , , — 2x6 #2 Stiffback attached to each E�PROF Stud w/ (4) 10d box or gun (0.123' X 3', min.) nails. �,c�vFSs� .WPORTMTe. Iewl I roTO uoL ALL(=TRACTORS DELUDING�INSTALLERS. (jam �r1G1NCF's e� REF GE WHALER 19575 Trusses require extreme can In Fnbrionthg,handling,shipping,installing and bracing Refer to and e follow the latest edition of SCSI(Bulking Component Safety Information,by TPI and SBCA)for safety r F DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSL / / \ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord /J�d// DRWG GAB R S T 101014 A Q N shall have n acrlyIns attached r41 I ceiling. Locations B7 shown for permanent Apply testto e h webs shall hese bracing ion4asvdperown I and on th, J or RIO,t is applicable.hes. dpot pates to each face ,! of truss and position -Z fabove and on the Jost Details,unless noted otherwise. Refer to drawings I60A-z for standard plate positions. ^^ OREGO Alps,,a division of ITV Building Components Group Inc shall not be responsible for any deviation from U, AN flWCOMPANY this drawing,any failure to build the truss h conformance with ANSI/TPI I,or for handling,shipping, y�, �".zo,199¢' ...‘i'' MAX. TOT. LD. 60 PSF Installation IL bracing of trusses. A seal on tide drawingor cover ape wig, ncceP professional �ci..-,I. t reZ n.ib ity ding he y and uof a•aw,g OLD W 13389 Lakefront Drive fa'any r<sh aiding Deflpnlr per ANSI/TPI I Sect' Earth City,MO 63045 For more information see this Job's general notes poge and these web sites, , ALPD wswalpnelt,.con,TPI.www.tpsst.orgl SBCAO www.sbchdustry.orgi ICC(wwwucsafe.org MAX, SPACING