The URL can be used to link to this page

Plans (91) 'JOV I 4 (!wk AREA OF BEAM R-cRAN4 FIREPLACE ONLY 52' „I HGE L JGE — ♦ — �13rr n W s��,o�_c�o I X '-'z• z no o_ z -i —' , mm I_ —0 [ , . pemr-r MI r, 332M M 3 z- (n• �� F CO t = r< xE8 . c�oc�� m a: k mT— z cn M T . 0 3 OC 0 a --1- x c»�� z _ OC .-- a x m M cn m 0 m 00 m r-imr m m f v `x k lim o cmn o ,� ._ x xi xi m 32• $� cn 2 m m v X K x w x l'ID Ica cn x xi ar,F ar,F 1 1--5' —+-6' 14 35'6" I 5'6" -*-{ f 52' ADJUST THE B SPACING SO IT DOES NOT INTERFER WITH THE TOILET HERE Customer: PARR FOREST GROVE DD o Desc. : Rvrside 2885 Floor Most o 0 CO ADDRESS: master m m oo z Designed by: BILLY BREESE z cn o 0 w •• 'C�EO PROFESS 0�5 GINFF �O 19575 2 Alpine,an ITW Company ,- 8351 Rovana Circle Sacramento,CA 95828 OREGON ALPINE Phone:(800)877-3678(916)387-0116 G) .,i Fax:(916)387-1110 '9,? C.D 9 NSP sacseals@itwbcg.com 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(psf): 40.00-10.00-0.00-7.00 This package contains general notes pages,29 truss drawing(s)and 5 detail(s). Item Seal# Truss Item Seal# Truss 1 298.18.0802.52938 B 2 298.18.0802.53358 BGE 3 298.18.0802.53188 D 4 298.18.0802.52967 I 5 298.18.0802.53359 J 6 298.18.0802.53419 JGE 7 298.18.0802.53435 HGE 8 298.18.0802.53389 H 9 298.18.0802.54293 G 10 298.18.0802.52969 E 11 298.18.0802.53202 A 12 298.18.0802.53515 AGE 13 298.18.0802.53249 F 14 298.18.0802.53420 Z 15 298.18.0802.52939 M1 16 298.18.0802.53186 M 17 298.18.0802.53561 X 18 298.18.0802.53248 BPX 19 298.18.1647.02000 LG 20 298.18.0802.52968 KG 21 298.18.0802.53187 RT3 22 298.18.0802.53342 RT9 23 298.18.0802.52937 RT6 24 298.18.0802.53374 RT10 `25 '298:18.0802.52940 'RT7 - ' 26 298.18.0802.53514 RT4 27 298.18.0802.53530 BP1 28 298.18.0802.53545 BP2 29 298.18.0802.53232 BP3 Printed 10/26/2018 9:08:30 AM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability.The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10(Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building r .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 � T 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 Udefl value. L/deft =ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL=additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB=additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP= Panel Point. R=maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds,from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds,from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U =maximum Upward design reaction, in pounds,from all specified non-gravity(wind or seismic)load cases, at the indicated location (Loc). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)=maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W =Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest&Paper Association, 1111 19th Street, NW, Suite 800,Washington, DC 20036; www.afandaa.orq. 2. ICC: International Code Council;www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043;www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.toinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison,WI 53719;www.sbcindustrv.co Page 2 of 2 Job'Number: 1116053 Ply: 1 SEQN:34202 / T22 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.52938 Truss Label: B BFR / GWH 10/25/2018 26'9"4 22'11" 24.2142'9" 22'11" 1'1"$ I—2'6" I- 2'6"12—4.—2'6"12-f-i—2'6"12—1.--22"--4—2778--!- -276"12—4--2'6"12--,jam 2'6"12—I (TYP) _ W=3X5 _ A 4X8 C —3X3 E F —3X7 H —4X12 =3X5 =3X5 T i _ _ T2 J K L M WA V 3X7 =3X10 =3X5 T =4X12 =W 3X5 =4X12 P O =3X5 5N t 202"12 A 6'6"8 i 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 Udefl 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 ( ) 1061 /- /- /- /- /3.5 Q Lu:NA Cs:NA VERT(TL): 0.541 F 449 360 Q 1945 /_ /_ /_ /_ /3.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.058 B - - N 276 /202 /- /- /- /3.7 Des Ld: 57.00 EXP:NA HORZ(TL):0.097 B - - W Min Brg Width Req= 1.3 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Q Min Brg Width Req= 1.3 TCDL:NA psf 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,0,&N are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.909 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:10(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 Lumber B-C 0-2943 G-H 0 -2256 C-D 0-2943 H-I 0 -2256 Top chord 4x2 HF#2:T2 4x2 HF#1&Bet.: D-E 0-3588 I-J 1605 0 Bot chord 4x2 HF#2 E-F 0-3588 J-K 1605 0 Webs 4x2 DF-L Std/Stud F-G 0-3588 K-L 614 -229 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading W-V 1767 0 R-Q 723 0 Bottom chord checked for 10.00 psf non-concurrent V-U 3512 0 Q-P 225 -624 bottom chord live load applied per IRC-12 section U-T 3198 0 P-O 229 -614 301.5. T-S 3198 0 O-N 230 -606 Deflection S-R 723 0 Calculated vertical deflection is 0.31"due to live load and 0.22"due to dead load at X=10-3-12. See Maximum Web Forces Per Ply(lbs) detail DEFLCAMB1014 for camber recommendations. Webs Tens.Comp. Webs Tens. Comp. Additional Notes W-B 0-1994 S-I 1789 0 +2x6 continuous strongback.See detail �p F'( B-V 1336 0 I-Q 0 -2338 STRBRIBR1014 for bracing and bridging '� Fss V-D 0 -645 Q-K 0 -1304 recommendations. \ G F iG U-G 501 0 L-N 684 -260 Deflection estimate assumes composite action with C9 l�,� 1s5N5 F� G-S 0-1108 single layer of the appropriate span rated glue-nailed / / woorteheighing; - Negative reaction(s)of-202#MAX.from a non-wind I- i P load case requires uplift connection.See Maximum '9O; Reactions. OREGON Truss must be installed as shown with top chord up. ORDz o�e NS "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face 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 positiof 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 NJ mvmwwn truss in conformance with ANSI/TPI 1,or for handlin 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 ANSUTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.Ipinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 R Job Number: 1116053 Ply: 1 SEAN:34204 / T13 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53358 Truss Label: BGE BFR / GWH 10/25/2018 f 1'4"12 I 14" (TYP) H W=3X5 A T16 V TT 1 - - - - - T AS. . �� -,/'''-.�,,'"-'--/ V ��.,-'.-1�X AE 3X5(**) =3X5(**) --3X5(**) --3X5(**) =3X5(**) .-3X5(**) =3X5(**) =3X5(**) =3X5(**) 3X5(")(I) =3X5("") =3X5(") =3X5(*') =3X5(**)3X5(*') =3X5('_)3X5 3X5(") =3X5(") =3X5(**) r 267"4 1 I- 2674 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefllCSI 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 I U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 AS*131 /- /- /- /- /216 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 AE*130 /- /- /- /- /105 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 AS - - AS Min Brg Width Req= - EXP:NA HORZ TL:-0.000 AS - - AE Min BrgWidth Des Ld: 57.00 Mean Height:NA ft ( ) Req 9 NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 Bearings AS&AE are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Load Duration:1.00 MW FRS 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 �E�PROFF bottom chord live load applied per IRC-12 section ,�ti t%S 301.5. �s, _,GINF �p Additional Notes 19575_ % 7 r + S49t!ltloUs gtrongi +T$See-del / r STRBRIBR1014 for bracing and bridging /6--2---'..i -*- recommendations. recommendations. r Deflection estimate assumes composite action with OREGON single layer of the appropriate span rated glue-nailed ") -./ wood sheathing. 'TA. an.20:199'b e" Truss must be installed as shown with top chord up. ,1"0 L 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 488 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propely attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPI 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 ,,,,,r,,, ,,P,,,,, 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 prooessionaT 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 ANSIRPI I Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEAN:11608 / T9 / SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 13 FROM:BB DrwNo: 298.18.0802.53188 Truss Label: D / GWH 10/25/2018 13' ,1312 24'1"4 13' 8"1 10'4"8 F--2'6"--2'6"12—4--2'6"12—.-F.—2'6"12—~4- 2'6"12—F F--2'6"12—{--2'6"12—4.—2'6"12 (TYP) =3X10 3X5 =3X3 =3X5 =W=3X5 =3X10 A B C D E F G H I J K L T - - %., .... -,.... ..; T1 S R 0 B2 P 0 N kM =3X7 3X10 =3X5 =3X5 3X10 3X7 =W=H0312 r 24'1"4 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.488 F 592 480 T 916 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.799 F 361 360 M 916 /- /- /- /- /3.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.077 B - - T Min Brg Width Req= 1.3 Des Ld: 57.00 EXP:NA HORZ(TL):0.125 B - - M Min Brg Width Req= 1.3 Mean Height:NA ft NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor.1.5 Bearings T&M are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.655 Load Duration:1.00 MW FRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.888 Members not listed have forces less than 375# 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:15.02.00C.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 F-G 0-3968 Bot chord 4x2 HF#2:62 4x2 HF#1&Bet.: Webs 4x2 DF-L Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. T-S 1574 0 P-O 3968 0 Loading S-R 3512 0 O-N 3515 0 R-Q 3512 0 N-M 1573 0 Bottom chord checked for 10.00 psf non-concurrent Q-P 3971 0 live load. Deflection Maximum Web Forces Per Ply(lbs) Calculated vertical deflection is 0.49"due to live load Webs Tens.Comp. Webs Tens. Comp. and 0.31"due to dead load at X=12-11-4. See T-B 0-1777 0-H 664 0 detail DEFLCAMB1014 for camber recommendations. B-S 1330 0 H-N 0 -876 Additional Notes S-D 0 -869 N-K 1328 0 -Q 510 0 K-M 0 -1776 +2x6 continuous strongback.See detail E�PROF STRBRIBR1014 for bracing and bridging FL F recommendations. �' ' l N SSS Deflection estimate assumes composite action with 0 �G EF,p OZ single layer of the appropriate span rated glue-nailed 19575 7 wood sheathing. / / r 'Truss must be installed as shown with top chord up. 6-o-/40. OREGON an.20.19 P RECD W•N. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Box x4sa Trusses require extreme care in fabricating,handling9 shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building P.P.O.O.Bo CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Com onents GroupInc.shall not be responsible for anydeviation from this drawin an failure to build the ALPINE P Building_Components P 9. Y AN mamnmv, 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 professionaengineering 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.tpinstorg;SBCA:www.sbcindustrv.com;ICC:www.iccsate.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:11616 / T16 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.52967 Truss Label: I BFR / GWH 10/25/2018 7'10"8 I 9'6',10_I 17'5"2 H 7'10"8 1'8 2 7'10"8 I-.--2'6"--I—2'692—4 2'692--I I--2'692--I 2'692—H (TYP) 1112X4 =3X10 1112X4 =3X5 =3X5 1112X4 3X10 IIi2X4 A B C D E F G H T — io 1o11°.°°./°:k_ r 1'4. W IA Nrt M L K J I =3X7 =3X10 1112X4 1112X4 =3X10 =3X7 r 17'5"2 A F' 17'5"2 { Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Dell/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: W.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.233 L 897 480 N 993 /- /- /- /- /3.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.404 L 517 360 I 993 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 I - - N Min Brg Width Req= 1.3 EXP:NA Des Ld: 57.00 HORZ(TL):0.079 I - - I Min Brg Width Req= - Mean Height:NA ft BearingN is rigid surface. NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 a Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.620 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) Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2686 E-F 0 -2686 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2686 F-G 0 -2686 Lumber D-E 0-3130 Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1634 0 K-J 3129 0 M-L 3129 0 J-I 1634 0 Bottom chord checked for 10.00 psf non-concurrent L-K 3130 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Deflection Webs Tens.Comp. Webs Tens. Comp. Calculated vertical deflection is 0.19"due to live load N-B 0-1845 E-J 0 -723 and 0.22"due to dead load at X=7-9-12. See detail B-M 1193 0 J-G 1193 0 DEFLCAMB1014 for camber recommendations. M-D 0 -723 G-I 0 -1845 Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. E�PROF Deflection estimate assumes composite action with F single layer of the appropriate span rated glue-nailed •C� `rS� wood sheathing. 0s �G(N FF O °p 2 Truss must be installed as shown with top chord up. 19575 7 r �i�I OREGON v an.20,)e9t Q RECD W•N� '*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)Mr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the ,,�di11�,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of pro'fessronar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI TPI 1 Sec.2. 8351 Rovana Circle For more Information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:11618 / T15 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53359 Truss Ube!: J BFR / GWH 10/25/2018 7'10"8 I 9'8" I 17'6"8 7'10"8 1'9 8 7'10"8 Fe--2'6"----}--2'6"12--}t—2'6"12--{ F—2'6"12—4--2'6"12--{ (TYP) 1112X4 - 3X10 1112X4 =3X5 -=-3X5 1112X4 =3X10 1112X4 A B C D E F G H 1 " Nr M L K J P( =3X7 =3X10 1112X4 1112X4 3X10 =3X7 r 17'6"8 F 17'6"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CS!Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT LL: 0.238 L 883 480 ( ) N 1000 /- /- /- /- /3.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.426 L 494 360 I 1000 /- /- /- /- /1.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 I - - N Min Brg Width Req= 1.3 EXP:NA Des Ld: 57.00 HORZ(TL):0.082 B - - I Min Brg Width Req= 1.3 NA ft NCBCLL:10.00 Mean Height Code I Misc Criteria Creep Factor:1.5 Bearings N&I are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.638 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.995 Members not listed have forces less than 375# RepFactors Used:Yes Max Web CSI:0.613 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2710 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 M-L 3167 0 J-I 1647 0 Bottom chord checked for 10.00 psf non-concurrent L-K 3168 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Deflection Webs Tens.Comp. Webs Tens. Comp. Calculated vertical deflection is 0.20"due to live load N-B 0-1859 E-J 0 -744 and 0.23"due to dead load at X=7-9-12. See detail B-M 1207 0 J-G 1207 0 DEFLCAMB1014 for camber recommendations. M-D 0 -744 G-I 0 -1859 Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with EO " -OF single layer of the appropriate span rated glue-nailed r„,x FS wood sheathing. G N -� Si0Truss must be installed as shown with top chord up. C � 19575- 'r r , OREGON e�� 9 20.1900 ��Lo W.N� d, , "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing 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 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 ,,rITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sac.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEAN:102955 /T17 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53419 Truss Label: JGE BFR / GWH 10/25/2018 I--1'2"8--I H 9"H A C T • I I I .• •�• r- :Iti: L c E 3X5 w 3X5 3X5(**)(I) 1' 2'4" H 1 2'4" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc 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 G* 131 /- /- /- /- /28.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 G Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - Bearing G is a rigid surface. Des Ld: 57.00 EXP:NA HORZ(TL):-0.000 B NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.144 Load Duration:1.00 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. Ep PROF Truss must be installed as shown with top chord up. ( 'E SSS �� GINF� >O 19575 2 OREGON 1 -.n.20,199 Q' 4)0l.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)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingg 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. 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 pageCOMIMY listing this drawing, ita indicates acceptance of professionar 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 I Sgec.2. 8351 Rovena Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.fpinst.org;SBCA:www.sboindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 e • Job Number: 1116053 Ply: 1 SEQN:102959 /T10 /SY42 Cust:RR7175 JRef:1 WfI71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53435 Truss Label: HGE BFR / GWH 10/25/2018 1"812"8 22'9"8 23' "12 26'9"4 "8 21'5"8 I8"4 3'3"8 1.;L4"1�1'4""1 (TYP) A W HX5 T16 T T L 1 I`I_ L I 0 I-I I-I I-I I I 1-'1 I I I I I I I I 1 I I I 1_ I I T 1 444 J re AO/// � /, �.//� � /�/��/ !I l/�� 1 =3X5("*) =3X5(*") =3X5("*) =3X5(") =3X5("*) =3X5(**) —3X5(") 3X5(")=AAV 3X5(")(I) =3X5("") =3X5(") =3X5("") =3X5(") ") 3X5(") - 3X5(.1 3X5 =3X5(") =3X5(") 26'9"4 1 I 23'5"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc 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 VERT(LL): A0*131 /- /- /- /- /216 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 AA*81 /- /- /- /- /105 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - AO Min Brg Width Req= Des Ld: 57.00 EXP:NA HORZ(TL):-0.000 B - - AA Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings AO&AA are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.030 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.037 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 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 '. Q PRoi k' +2x6 continuous strongback.See detail �C S'j STRBRIBR1014 for bracing and bridging ., �G(N FF O recommendations. 0Z At 19575„ 7 single layer of the appropriate span rated glue-nailed A' 1 wood sheathing. - Truss must be installed as shown with top chord up. Bracing O OREGON Fasten rated sheathing to one face of this frame. 9 a^ 20.1C-°0., Q" At, D W•NA **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 35712S18 E87113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503) Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN17W 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 proTessionaf engineering responsibility solely for the design shown. The suitability use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI'I ..ec.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.om Sacramento,CA 95828 s , Job Number: 1116053 Ply: 1 SEQN:11711 / T7 / SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.53389 Truss Label: H BFR / GWH 10/25/2018 7'10"8 f8"" 136" 7'10"8 4 5'3" f--2'6" 1 2'6"12 I 2'6"12--1 I--2'692—H (TYP) 1111.5X3 1111.5X3 =3X7 1111.5X3 3X3 =3X7 1111.5X3 A B C D E F G T - I Lgl K J I g 3X5 =3X7 =3X5 =3X5 III 1.5X3 r13'6" i 1– 13'6" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.101 D 999 480 L 769 /- /- /- /- /1.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.165 D 980 360 H 769 /- /- /- /- /1.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 H - - L Min Brg Width Req= 1.3 EXP:NA Des Ld: 57.00 HORZ(TL):0.037 H - - H Min Brg Width Req= 1.3 NCBCLL:10.00 Mean Height:NA ft TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings L&H are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.382 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.651 Members not listed have fomes 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) Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-1848 D-E 0 -1843 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 C-D 0-1848 E-F 0 -1835 Lumber Top chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 DF-L Std/Stud L-K 1209 0 J-I 1843 0 Loading K-J 1849 0 I-H 1214 0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. L-B 0-1364 I-F 709 0 Additional Notes 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. o PROFESS 0�5 �G(NFF �O 1957 j 7 �n OREGON 7r an.20.190 P ROLo W_N� "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,Inc. "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlingg shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building CO3)357 US OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performng 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 properlyattached 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. (2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µnwCOMPANY truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of proessionar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com,TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.tccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:154038 /T2 / SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.54293 Truss Label: G BFR / GWH 10/25/2018 l'' 52" 14"8 23'0"4 5'3" 8 17'792 F—2'6"--.4.----2'6"12—1 I---2'1" 2'6"12 + 2'6"12 + 2'6"12 -F- 2'692—{ (TYP) 3X5 =3X5 =3X7 =W=3X5 =3X3 -.3X5 A B CD E F G H I J K L T \ �44:7,,. \ / 40.00.000000000, ' T _ S R Q P1K1 O N M' 3X5 -3X3X5 —W=3X5 =3X10 =3X7 =3X3 3X5= I" 102" 1 12'10"4 A 1 23'0"4 -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeVICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.063 J 999 360 T 493 /- /- /- /- /3.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.117 J 999 240 p 1592 /- /- /- /- /3.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 M - - M 642 /- /- /- /- /- EXP:NA 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:16.01.00C.0327.15 Lumber B-C 124 -776 G-H 0 -1165 C-D 130 -775 H-I 0 -1165 Top chord 4x2 HF#2 D-E 139 -764 I-J 0 -1165 Bot chord 4x2 HF#2 E-F 1075 0 J-K 0 -1349 Webs 4x2 DF-L Std/Stud F-G 1075 0 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading T-S 687 0 P-O 409 -165 Bottom chord checked for 10.00 psf non-concurrent S-R 775 -130 O-N 1362 0 bottom chord live load applied per IRC-12 section R-Q 377 -436 N-M 967 0 301.5. Q-P 377 -436 Additional Notes +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. ��r 0 RR�FSS P-G 0-1444 Truss must be installed as shown with top chord up. \� G(N iO (2 F 1957/ 1 7 ,t'T/s -. OREGON v 9ROC.Ds 9 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 468 Trusses require extreme care in fabricating,handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS031357OR 97113 Component Safety Information,by TPI and SBCA)fOr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown 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 ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinaComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,H,,rr`„°MPM,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or cover page listing this drawing indicates acceptance of 12ro/'essional engineering responsibility solely or the for n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI!TP11 Sbc.2. 8351 Rovana Circle For more information see the job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;CC:www.iccsate.orq Sacramento,CA 95828 " 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 -1 8'4,"8 16'3"F H 7'10"8 6 I 7'10"8 I`—2'6" -I 2'6"12—I—2'6"12--I H—2'6"12—.-}--2'6"12--I (TYP) 1112X4 =3X10 1112X4 =3X3 3X3 1112X4 =3X10 1112X4 A B C D E F G H :(0,_ X\ •0.000 .°. - .,•0•0 °°°.°171,_ , .°°.'- X7 =3X10 III 2X4 K 3X10= 3X7! N III 2X4 1 16'3" i I 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 VERT(LL): 0.185 L 999 480 N 926 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.302 L 644 360 I 926 /- /- /- /- /2.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 I - - N Min Brg Width Req= Des Ld: 57.00 EXP:NA HORZ(TL):0.064 I - - I Min Brg Width Req= 1.3 Mean Height:NA ft NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor.1.5 Bearing I is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.373 Load Duration:1.00 MW FRS 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) Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2434 E-F 0 -2434 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 C-D 0-2434 F-G 0 -2434 Lumber D-E 0-2748 Top chord 4x2 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 4x2 HF#2 (lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1507 0 K-J 2748 0 M-L 2748 0 J-I 1507 0 Bottom chord checked for 10.00 psf non-concurrent L-K 2748 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail N-B 0-1701 J-G 1053 0 STRBRIBR1014 for bracing and bridging B-M 1053 0 G-I 0 -1701 recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. C��Ep PROFESS 0�9 �GINFF �O 1. �' 1s57� % - Lel/ /`� -> ,r OREGONGI J 9 "4,-,.20,199Q' 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 488 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Defer to AALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the „t,r,�„Q„ truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge, MPANY listing this drawing,indicates acceptance of professtona 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 Sacramento,CA 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinslorq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.om Job Number: 1116053 Ply: 1 SEQN:112564 /T3 / SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53202 Truss Label: A BFR / GWH 10/25/2018 I•' 53" I4" 81" 5'3" 2'9" I~2,6" -1 2'6"12 (TYP) 1111.5X3 III 1.5X3 -- 3X5 =3X5 III 1.5X3 AB CD E T - - - io I X\ I HG -§F 3X5 —11 j 5X3 =3X5 A 81" I 8'1" I 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): 0.022 H 999 480 I 461 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.036 H 999 360 F 461 /- /- /- /- /2.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 F - - I Min Brg Width Req= - EXP:NA Des Ld: 57.00 HORZ(TL):0.010 F - - F Min Brg Width Req= 1.3 NCBCLL:10.00 Mean Height NA ft Code I Misc Criteria Creep Factor:1.5 Bearing F is a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.445 Load Duration:1.00 MW FRS 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 Chor mp. 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 0 Webs 4x2 DF-L Std/Stud H-G 663 0 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) 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. y...GIN 0 / IS'....i OREGON -VA) '4'7.20. .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)Mrsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to `, Refer 160A-Z for standard plate positions. A LPI I V 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 AN rRv COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro esslonal engineeringresponsibility 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 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: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-- 1'4"- (TYP) A G T - - - - - - - io 3X5(**) =3X5(**) =3X5(**) =3X5(**) 3X5(**) F 8'1" F 81" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI Criteria •Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 0* 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 Code I Misc Criteria CreepFactor.1.5 Members not listed have forces less than 375# NCBCLL:10.00 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 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 ;O�,1 PRo . Deflection estimate assumes composite action with `rSS single layer of the appropriate span rated glue-nailed �� r1GIN -z, wood sheathing. �� 19575 7 . —Truss mast he Installed as sfiOwrtwR -- ---- —,h top chord-up. _ OREGONGI v 7 n.20,1900 P "-CIL gio 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.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)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. Refer to ALPINE P 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,,r�„CO„P„, 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 proTessronal�engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this Hawing for any structure Is the responsibility of the Building Designer per ANSIITP11 Sbc.2. For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.ipInst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:350844/T11 /SY42 Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53249 Truss Label: F BFR / GWH 10/25/2018 29" I 38 _I 65" 2'9" 11 2'9" F-2'6"---1 (TYP) III 1.5X3 =3X3 --3X3 III 1.5X3 A B C D T - io 1 _ G F E 1111.5X3 III 1.5X3 =3X3 3X3 • 6'5" 1 I- 6'5" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA 0.022 G LL VERT : 999 480 VERT(LL): H 366 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.046 G 999 360 E 366 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.007 B - - H Min Brg Width Req= 1.5 Des Ld: 57.00 EXP:NA HORZ(TL):0.014 B - - E Min Brg Width Req= NCBCLL:10.00 Mean Height NA ft Code I Misc Criteria Creep Factor.1.5 Bearing H is a rigid surface. TCDL:NA psf Soffit 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.396 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.256 Members not listed have forces less than 375# 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:15.01.01B.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. .0 - PROFF`rS 0�9 _tG(NFF �O 19575_ ? 7 I i OREGON 9 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!a�IDTruss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling9 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 propefly attached rigid ceiling Locations shown forpermanent lateral restraint ofwebs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMFPNY 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 proessiona 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/I-PH 1 Sec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites;ALPINE:www.alpineiiw.com;TPI:www.tpinst.org;SBCA:www.sbclndustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 • Job Number: 1116053 Ply: 1 SEQN:26319 / T28 /SY42 Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53420 Truss Label: Z BFR / GWH 10/25/2018 F-- 1'4"12—I 1'4"—{ (TYP) A E T °-°-° 1 1 �I ._._._. K G 2X4 =2X4 3X5(**) =3X5(**) 3X5(**) F- 5'5"14 H I– 5'5"14 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA LL VERT : 0.000 D 999 480 VERT(LL): G* 131 /- /- /- /- /65.9 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 D 999 360 G Min Brg Width Req o BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 K - - Bearing K is a rigid surface. EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):-0.000 K - - NCBCLL:10.00 TCDL:NA psf Code 1 Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.164 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.029 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.066 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes CEO PROFF Deflection estimate assumes composite action with (� `rd' single layer of the appropriate span rated glue-nailed �� NAG N E� i0 wood sheathing. (2 2 19575, i "t�7 r 1 /e,ilk' „ /r OREGON 1 an.20.190 P ,90 N.‘ ,W•N� **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 4e8 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,r,rr,,, „w,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpInst.orq;SBCA:www.sbcindustry.com:ICC:www.iccsafe.orp " Job Number: 1116053 Ply: 1 SEQN:24813 / T5 / SY42 Cust: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 1.5CX3 I 111.5DX3 T ...___•••_______. •io 111=1111 :1:x:1•I_Iii ! ^I • IIA• . .0_•••___••=im. -3X3(**) _ (**� _3X3(* III 3 III 1 5X3 =3X5(**) III 1.5X3 1111.5X3 1 3'6"4 1 I' 3'6"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.018 B 999 480 I 201 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.029 B 999 360 F 201 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.003 D - - I Min Brg Width Req= Des Ld: 57.00 EXP:NA HORZ(TL):-0.005 D - - F Min Brg Width Req= Mean Height:NA ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:NA psf 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:15.02.00C.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action withPR single layer of the appropriate span rated glue-nailed .(��D OFFS'S wood sheathing. (W Truss must be installed as shown with top chord up. [�C�7� G , 7 O 19575, T 0 OREGON an.20,199 P RDID W.N� "WARNINGS READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 87113 ComponentpSafety Information,by TPI and SBCA)t6r safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ceiling.Locations shown for permanenlateral res traint nt of webs shall have bracinagt installed pert BCSIrsections have properlyrr B1 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to44161/4, 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 v, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover paggeITW COMPANY 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 ANSIfTP11 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.or9;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:39505 / T19 /SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53186 Truss Label: M BFR / GWH 10/25/2018 2 9" 3'4"l 3'418 F 2'9" "I-7"122 I-----2'6" -I III 1.5X3 —=3X3 III 1.5X3 A B C T I1'v 1 _:� F E D 3X3 III 1.5X3 III 1.5X3 r 3'6"4 1 I 3'6"4 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI 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 LL VERT :-0.028 E 999 480 VERT(LL): F 95 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.070 E 602 360 D 95 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.015 B - - F Min Brg Width Req= - Des Ld: 57.00 EXP:NA HORZ(TL):0.036 B - - D Min Brg Width Req= NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria CreepFactor:1.5 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.796 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.315 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.051 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. -S SI,PROFESS Oso NkGINF� "O 19575 / 7 I � OREGON env RaCDW -r r ""WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary15031357-2116 Ext attached per ceiliUnless cationsoshowni for pDeermanenlateral Kresttraint of webs shstructural ll hav bracinaggttii sq and per BCSI sections B3,,B7 or B1 , 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 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,shipping,installation and bracing of trussesA seal on this drawing or cover page " �""dA listing this drawing indicates acceptance of pro-fessionaf engineering responsibility solelyfor the design shown. The suitability th and use of this drawing for any structure is e responsibility of the Building Designer peANSI/TPI 1 Sic.2. 8351 Rovana Circle For more information see this fob's general notes page and these web sites:ALPINE:www.aipineilw.com;WI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC: www.iccsafe.or9 Sacramento,CA 95828 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 6 I I �1 �_. i i E , 2X4 =2X4 1111.5X3 1111.5X3 1'10"4 1'10"4- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 D' 114 /- /- /- /- /22.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 D Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 E - - Bearing E is a rigid surface. EXP:NA Des Ld: 57.00 Mean Height NA ft HORZ(TL):-0.000 E - - NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor.1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.245 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.038 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.146 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. D PROFESS O�� vtGIN� O 19575 7 , r7 .2OREGON rL0O1n0.199�!„ 'f CD W 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 and SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary (5031357.2119 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as applicable. Appy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the uimv COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the des�iggn shown. The suitaability 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.tpinstorg;SBCA:www.sbcindustrv.com:ICC:www.iccsafe.org Sacramento,CA 95828 Y Job Number: 1116053 Ply: 1 SEQN:39508 / T25 /SY42 Cust:RR7175 JRef:1 Wfl71750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53248 Truss Label: BPX BFR / GWH 10/25/2018 III1.5X3 III1.5X3 111284 III 4 CA D T .____. • ii Ii. i...., _ I I 1iI11w2_II illlll! . . H G F E 1112X4 1112X4 III 1.5X3 III1.5X3 A 1'8"8_-- 1,8„8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA L VERT L:-0.024 C 855 480 ( ) H 46 /379 /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):-0.040 C 510 360 E 46 /401 /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - H Min Brg Width Req= 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 I 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. �EO PROFFS Negative reaction(s)of-401#MAX.from a non-wind Cr, load case requires uplift connection.See Maximum ,� "G(N FF O Reactions. O 19575 ', - ' r e OREGON gJ 9RoQOCDwNA **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)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, Alhl as applicable. Apply plates to each face otptruss 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 P,RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of 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 ANSI/TPI 1 oec.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.ipinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org s SEQN:210981 T6 FLAT Ply: 2 Job Number: 1116053 Cust:R7175 JRef:1Wfl71750001 FROM:BB Qty: 1 Rvrside 2885 Floor Master DrwNo: 298.18.1647.02000 Truss Label: LG PBC / GWH 10/25/2018 I S 5 2 Complete Trusses Required 3'5106'9"9 10'4"10 13'11"10 17'6"11 20'10"9 24'4"4 3'5"10 I 3'3"14 I 37"1 f 37"1 I 3'7"1 I 3'3"14 I 3'5"10 H 6X8 =4X88[5] 1111.5CX3 =3X5111] =3X5113] =3X5=3X5118] =3X5120] =4X5 CCff EE GG FH1 T Em io - J .11111 liril" 1 m •• - L�■� \■1 J■- - rG�ri ■ ■- n -i- rr ■ - - - 1113X5 =5X77[4] =6X8[7]=SS0514 =3X5 12] 033X5[14] =3X5[19] 3X5[21] 1111.5X3 1 24'4"4 i 3'5"10 3'3"14 I 3'7"1 I 3'7"1 - 371 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) Defl1CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL): 0.539 N 541 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL):0.886 N 329 240 R 2980 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration: - HORZ(LL): 0.078 A - - J 1296 /- /- /- /- /- EXP:NA Kzt:NA Des Ld: 57.00 Mean Height NA ft HORZ(TL):0.180 A - - R Brg Width=5.5 Min Req= 1.6 NCBCLL:0.00 Code 1 Misc Criteria Creep Factor:2.0 J Brg Width=3.7 Min Req= 1.5 TCDL:NA psf Bearings R&J are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: Custom Max TC CSI: 0.861 9 Members not listed have forces less than 375# TPI Std:2014 Max BC CSI: 0.779 Load Duration:1.15 MW FRS Parallel Dist NA Maximum Top Chord Forces Per Ply(lbs) Spacing:Special loads CBC Dist a:NA ft Rep Fac:No Max Web CSI:0.844 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): A-B 0-4182 E-F 0 -5196 Wind Duration:NA WAVE,18SS VIEW Ver:16.01.00C.0327.16 B-C 0-8040 F-G 0 -5196 C-D 0-8040 G-H 0 -3500 Lumber Additional Notes D-E 0-6911 H-I 0 -1761 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. 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& 0-P 4522 0 N-M 5340 0 dimensions entered by truss manufacturer. P-0 7016 0 M-L 3646 0 Nail Schedule:0.120"x3",min.nails 0-N 7016 0 L-K 1920 0 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 7.00"o.c. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. A-R 0-1432 E-M 0 -576 Special Loads A-Q 4393 0 M-G 1642 0 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) Q B 0-1356 G-L 0 585 TC:From 17 plf at 0.00 to 17 plf at 24.35 B-P 3731 0 L-H 1693 0 BC:From 2 plf at 0.00 to 2 plf at 24.35 P-D 1156 0 H-K 0 -632 BC:3813 lb Conc.Load at 6.80 -N 0 -422 K-I 1849 0 Plate Shift Table kOk." PROFESS E 1666 0 I-J 0 613 JT Plate Chord JT Plate Chord ,� .AG I N FF /O No Size Shift Bite No Size Shift Bite CI 2 1 9575 [4] W5X7 S 1.25 [5] W4X8 S 1.25 / / �r L71 W6X8 a.M 2.7§ [111_llfa(5- $-- ,fix [12] W3X5 2.25 L 1.25 [13] W3X5 2.25 R 1.25 � - .. [14] W3X5 S 1.25 [18] W3X5 S 1.25 [19] W3X5 2.25 L 1.25 [20] W3X5 2.25 R 1.25 [21] W3X5 2.00 L 1.25 +n OREGON Purlins 1 •'n.20,19g� P. The TC of this truss shall be braced with attached ��L D W.NA ' 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,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)rosafety practices prior to performing these functions. Installers shall provide temporary 15031357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riggid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the NOM COMPANY truss in conformance with ANSI/TPI PI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-fessional engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSUTPI I Sec.2. 8351 Rovana Circle For mom information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.lccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 2 SEQN:108037/T1 / FLAT Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52968 Truss Label: KG BFR / GWH 10/25/2018 I S 5 2 Complete Trusses Required I 4'9"8 I 2'4"14 13 2"I 17"8 I 6'5"8 161 "2 9'4" 2'4" 14 9"2 1'8" 510 2'494 1111.5X3 1111.5X3 ABC DE 6X8 1111.SX3 1.6X3 1111. 3 F =6X8 G T W2 0 o a JWo _l - M L K J I H 1113X7 m5X7("") 1111.5X3 m5X7("') III 3X7 III 1.5X3 III 1.5X3 r 9" 1 2'4"14I 9"2 1'8" 15"1 2' 4"14 2'4"14 3'2" 6'5"8 6'12 9'4" I- 17"8 `I 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 LI# 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 Des Ld: 57.00 EXP:NA Mean Height:NA ft HORZ(TL):0.043 A H Min Brg Width Req= NCBCLL:0.00 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: 0.625 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std: 2007 Max BC CSI: 0.745 Members not listed have forces less than 375# Spacing:2.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.720 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 101 -2936 D-E 106 -3053 Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 B-C 106-3053 E-F 106 -3053 Lumber Additional Notes C-D 106-3053 F-G 101 -2895 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Bot chord 2x6 HF SS Maximum Bot Chord Forces Per Ply(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 Nail Schedule:0.120"x3",min.nails L-K 3053 -106 J-I 3053 106 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 in each row to avoid splitting. A-N 71 -1759 D-K 19 -390 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 '�Ep PRpF�Ss (**)2 plate(s)require special positioning.Refer to �Gj G(N /0 scaled plate plot details for special positioning C9 F requirements. : 19575, J r �ii�, The TC of this truss shall be braced with attached r spans at 24"oc in lieu of structural sheathing. OREGON Additional Notes v Use of truss desinsfor '9R ��.2u.1em �Q g any particular project O is the responsibility of the building owner or L p W,N building designprofessional.Building designer is responsible for conventional framing.Loads& dimensions entered by truss manufacturer. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! TussComponentsofOregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Componpent Safety Information,b TPI and SBCA)'Mir safety practices prior to performing these funcgtions. Installers shall provide temporary (503)357-2118 Ext attached reit id ceiling.Locations s�howni for permanent lateral estrraint of webs shall have brac,napthnstalied bottom Ilsections B3,B7 or B1 , /4111 , as applicable. Apply plates to each face oftrussand position as shown above and on the JoingDetails, 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 seal on this drawing or cover page "'m° °*" listing this drawing,indicates acceptance of proessronaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry,com;ICC:www.iccsafe.orq Sacramento,CA 95828 S 1. Job Number: 1116053 Ply: 1 SEQN:11721 / T18 /GABL Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53187 Truss Label: RT3 BFR / GWH 10/25/2018 5'9"13 -I 11'715 I 17712 H 5'9"13 5'8"1 5'9"13 I-1'4"H (TYP) A FAA K P T a 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 roW2 1 a -e0 0 01 0 0 0 0Aj 0 0 0 "'6 0 '- U/,---"//..----"////////////R 1111.5X3(3) =4X8(4X8(**) =4X8(") 11115X3( ) I 17'3"12 H 571 " 2 5'4"9 "12 5'8"1 H 5'8"1 •"11 11'4"3 1 $135 17'3'12 ' 1"9 11/'7"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT: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= - Des Ld: 42.00 EXP:B HORZ(TL):-0.000 U - - Bearing U is a rigid surface. NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Cree Factor:1.5 TCDL:6.0 psf P Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.248 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.154 Maximum Web Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.406 Webs Tens.Comp. Webs Tens. Comp. 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. ,c,c,.Eo PROFESS 0�0 �GINF - O 1957 OREGON -I Win.20.19 - P 1P0 C D W NYC "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 Componpent Safety Information,byTPI and SBCA)fr safety actices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached riggqid ceiling.Locations hown for permanent shall lat have ral eproperly ttra ntlofwebs shall have bracinagt ins-tailed bottom Ihsections B3,B7 or 1 , 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. ALPINE Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TP1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. "n 4°MA N° listingshiodrawing, a lin ,indicates iiiatesan stance of prolmsional engineering responsibility solely for the des�iggn shown. The suitability drawing y fracture Is the responsibility of the Building Designer per ANSI/T1211 sec.2. 8351 Rovana Circle BCremento,CA 95828 For more information see this lob's general notes page and these web sites:ALPINE: ww.alpineitw.com;TPI:www.tpinst.orri;SBCA:www.sbcindustrv.com;ICC: www.iccsafe.org S w Job Number: 1116053 Ply: 1 SEAN:102909 /T24 /GABL Cust:RR7175 JRef: 1WfI71750001 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"12 —I (TYP) A I a 0 fl II 0 -0 0 0 a I a 0 0 a a a a IF 0 f 10'3" F 10'3" 1 10'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 J* 97 /18 /37 /- /- /123 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - J Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):0.000 A - - Bearing R is a rigid surface. Mean Height 15.00 ft NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.019 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x3 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Cp PROFESS 080 _xG(NF� -O 19575 2 A/ C/ -'moi Gl. OREGON 4R°`.Do. 9 NSP -r *"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,handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)Mr safety practicesprior performing 503 357-2118 Ext r sa rior to erformin these functions. Installers shall provide temporary ( > bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, gillb as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE INE drawings 160A-Z for standard plate positions. A Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MI ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proiessionaf 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 ANSI/TPI 1 Sgec.2. 8351 Rovena Circle For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.ipinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 ■ r Job Number: 1116053 Ply: 1 SEQN:105600 /T12 /GABL Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52937 Truss Label: RT6 BFR / GWH 10/25/2018 I3"8 9 6 H 3" 9'2"8 F-1'4"H (TYP) A H T 0 0 0 0 0 0 0 0 W1 W2 -- 0 0 0 0 0 0 -I 1 - 1 K J 3X5(**) 6 3X5("*) lII3X5 1113X5 F- 9'6" 1 �' 96" 9'6" 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): 0.157 E 726 360 K' 84 /0 /35 /- /- /114 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.317 E 359 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 K - - K Min Brg Width Req= - EXP:B HORZ TL:-0.007 K - - BearingK is rigid surface. Des Ld: 42.00 Mean Height 15.00 ft ( ) a 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# TPI Std:2007 Max BC CSI: 0.486 Maximum Bot Chord Forces Per Ply(lbs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.509 Loc.from endwall:Any FT/RT:2(0)/4(0) K-J 455 -165 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.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 MWFRS with additional C&C member design. Additional Notes Use of truss designs for any particular projectEp PROF is the responsibility of the building owner or �,C FSS, building designprofessional. Loads&dimensions 0 (,I N entered by truss manufacturer. C< r1 95FF O 17', l r Ii-: r OREGON 7L1 fin.20,19, ,„.,.7. O �/ CD W.N "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and'SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN mV COMPANY truss in conformance with ANSUfPI 1,or for handling,shipping,installation and bracing of trussesA peal on this drawing or cover page this in indicates nof r n f engineering responsibility solelyfor the design shown. The suiTabili andt s of this g wl nater a y s ru acceptance ppro espo a e ggg 8351 Rovana Circle and fine thls drawing for any structure Is the responsibility of the Building Deslg er peANSUTPI I Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineltw.com;TPI:www.lpinst.org;SBCA:www.sbcindustry.com:ICC: www.iccsafe.onl Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:102907 /T23 /GABL Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53374 Truss Label: RT10 BFR / GWH 10/25/2018 (TYP) A G T U Q -00 • i ff a Q U a afl H H 7'1" I— 7,1,. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt21.2 Ce:1.1 VERT LL: 0.000 B 999 360 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 H. 97 /30 /37 /- /- /85.0 BCDL: 7.00 Risk Category:II Wind reactions based on MWFRS EXP:B Snow Duration:1.15 HORZ(LL): 0.000 A H Min Brg Width Req= Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):0.000 A - - Bearing N is a rigid surface. NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Members not listed have fomes less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.027 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x3 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. � PROFE t�Eo SS psf 4G(NFFp �O 19575- ik ice % OREGON an4099 ,1t "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss Box Components 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,byTPI anc3SBCA fsafetemporary bracing per BCSI.Unless noted 0herwise,top chord shall havpracticesrolpriorached performing theseathing and bottom chord sham havrpfly t503)357-2119 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 COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page ^"TM listing this drawing,indicates acceptance of pro-fessiona engineering responsibility solely r the design shown. The suit-ability and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 S-ec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:www.lpinst.org;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.org Sacramento,CA 95828 C Job Number: 1116053 Ply: 1 SEQN:11729 / T20 /GABL Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52940 Truss Label: RT7 BFR / GWH 10/25/2018 I— 1'4"----I (TYP) A E T • • ii�M�MNom' l • T • 1 G Fa- 1111.5X4(3) III 135X4(**) 1 5'6" H I– 5'6" { 5'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 LL VERT : 0.048 C 999 360 VERT(LL): 84 /0 /35 /- /- /66.0 Wind BCDL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.096 C 687 240 Wireactions based on MWFRS BCDL: 7.00 Risk Category:II EXP:B Snow Duration:1.15 HORZ(LL):-0.000 E - - G Min Brg Width Req= - Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):-0.000 H - - Bearing H is a rigid surface. NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.239 Members not listed have fames less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.227 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.322 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud:W1 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. D PROFESS 0�5 r1G(N " /O 19575, 1 it OREGON '9,'O`DEW9NSP '*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,b TPI and SBCA)for safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ceiling.Locations s�hownforpoermane t lateral estrraintlofwebs shall have bracinagqt inatalled pertBCSItsections B3 67 or 1 , 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 listing this drawing,indicates acceptance of pro7essionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Deslgrfor per ANSI/TPI 1 S-ec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alp'neilw.corn;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org a • Job Number: 1116053 Ply: 1 SEQN:11717 / T8 / GABL Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53514 Truss Label: RT4 BFR / GWH 10/25/2018 I--- 1'4"---I I~1'2"4 (TYP) A E T NSM w1 : ii : T I. I. M i 11 i -: G X3 1111.5X4(3) 111135X4(") I- 5'4" H F 5'4" 5'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or.=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph 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 Code I Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.223 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.215 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.305 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): 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. ��Ep PROFESS GIN `- i \ r 1es7. 'Q O� _ - � mssr . ,r OREGON 1990 RECD W•N� "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-211& Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent and lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plater to each face o�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 µm ,y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-fessrona 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 ANSUTPI 1 Sgec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindusiry.com;ICC:www.iccsafe.orq Job Number: 1116053 Ply: 1 SEQN:118514 /T29 /FLAT Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53530 Truss Label: BP1 BFR / GWH 10/25/2018 III 1.5X3 A =3X3 B T ommm. iii ail ic. ,_ 1 r. • .► ......=4,m C 3X3 1111.5X3 1--- 1'8"4 1'8"4 { 1'8"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 71 /0 /29 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 71 /0 /29 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height 15.00 ft Code f Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 TCDL:6.0 psf s rigid Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.041 Bearings D&C are a g' surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.021 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.024 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver: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 for any longitudinal(drag)forces.All horizontal and vertical -.E - l'ROFFS diaphragms and connections shall be designed by the ( S, engineer of record.See Code section R602.10.6.2. ,f, v‘G I N FF O 19575 -r i 7 f �n OREGON ei� r an.20.19°' ��LD W•N�` **WARNING** Truss Components of Oregon,Inc*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.o.Box aee T. .. require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 ComponentSafetyInformation,by TPI an SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MIT truss in conformance with ANSI/TPI 1,or for handling'shippin ,installation and bracing of trussesA seal on this drawing or cover pa e ',CDMPANY 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 ANSI/1711 S-ec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TP1:www.ipinst.org;SBCA:www.sbcirdustry.com;ICC:www.iccsate.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:116938 /T30 /FLAT Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53545 Truss Label: BP2 BFR / GWH 10/25/2018 III 1.5X3 III 1.5X63 T 1 1 i m NIil 1 io lram. ►� iii..► il��C 1111.5X3 1111.5X3 1.1"6 L. 1'1"6 i 1'1"6 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 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 HORZTL:0.000 A - - D Min Brg Width Req= 1.5 ( ) Mean Height 15.00 ft Code 1 Misc Criteria CreepFactor.1.5 C Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:6.0 psf Bearings D&C are a rigid surface. Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.018 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:15.02.00C.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. �� .o PROFF This truss is designed to support vertical loads only. SS, This truss has not been designed to transfer lateral or s ,A G(N EF O longitudinal forces.Sheathing or other bracing is required O 19575 2 for any longitudinal(drag)forces.All horizontal and vertical ' / 7 - •diaphragms and connections shaft be designed bytht -4-- engineer of record.See Code section R602.10.6.2. eS J OREGON 9'O`.Do,W 9 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)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the /,N MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and Use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineltw.com;TPI:www.ipinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 mow ., Job Number: 1116053 Ply: 1 SEQN:116940 /T31 /FLAT Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53232 Truss Label: BP3 BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A B T im, io z: 1 NI ► ►� 1111.5X3 1111.5X3 1'0"8--- L. 1'0"8 i 1'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/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 44 /0 /18 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 44 /0 /18 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00Code 1 Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.016 Bearings D&C are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.008 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.012 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. �EID PROF-. This truss is designed to support vertical loads only. SS, This truss has not been designed to transfer lateral or 0�0 �O(N r�F OZ longitudinal forces.Sheathing or other bracing is required �G '� 19575, 7 for any longitudinal(drag)forces.All horizontal and vertical / / r- diaphragms and eenneetlens sheN be dedgese by the engineer of record.See Code section R602.10.6.2. c /- OREGON v RoC.D 9N�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 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins-talled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Nmw m l MI.NY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing indicates acceptance of prooessionat engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing, for any structure Is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more Information see this lob's general notes page and these web sites: ALPINE:%Nov atpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindusW.com;ICC:www.iccsafe.orq Sacramento,CA 95828 1 Gable Detail For Let-In Verticals Gable Truss Plate Sizes y Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. II koliiiiikel °Refer to Engineered truss design for peak, splice, web, and heel plates. O ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. ti Iii.i Exapten 41 'T' Reinforcement Attachment Detail 1' Reinforcing 'T' Reinforcing Member Member I Ilil111111 O Toe-nal - Or - V A End-nal 71 iA 1 O O To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. a 'T' increase by length (based on apppropprop riate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable 'T' reinforced gable vertical IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, SFlea Toennled Nails' specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Mfeb Length Increase w/ 'T' Brace 4 Nal .• (4) toenails in the top and bottom chords. 'T' Reinf. 'T' 'T' IThis detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase i Reinforcing wind load 2x4 30 X ASCE 7-05 Gable DetailDrawings Example, 2x6 20 X A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails HI A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP 103 4, 0.G A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 i A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 307, = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC1010I4, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30x8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. - , --i- 4 Nal Si i Ceiling ��EO PROFESS ID .DPW - "WARNING=nes FILM ALL CONTRACTORS CO DING TIE INSTALLERS.VING C�� ''. 1 575 F.r �� REF LET—IN VERT Trusses rewire care in fabricating,handing,shOphg,installing end bracing. Refer to and • follow the latest of ICSI Cull**Component safety Information,by TPI and SIM for safety %r DATE 10/01/14 practices prior to " -ening these functions. Installers shall provide r�YraeYa per DCBE ... Unless noted • ,top chord shall have properly attached structural ahea limy batten chord DRWG GBLLETIN1014 pi shall have a .. ettaded rigid ptY�np Locations shown for pernarent lateral restraint of webs -= n r shall have bra- per 1011 mtkrns 13,37 or 510.as Apply plates to each Fan n i I' I of truss and ppoo� " as shown above and on the Joint Details,unless noted othenMse. OREGON 1 �0 N Refer to drawanps Z for standard plate positions. Alpile,a division ITV Dulling Canpanents Grate Inc.shall not be responsible for" v�deviation from AN 1TWCOMPANY this d.s*Q,any to build Idle truss In conforvanoe with ANSI/TPI 1,or for enernainp shipping, 9n an.20.19g� �P MAX. TOT. LD. 60 PSF installation I - 'of trusses. 'r A seal�inw1n this or cover tinting this y +a OLD VC N — drawing 13389 Lakefront Drive acct"' ,, re'paa6atty list Ina's'g Ds nse'per astidnPI I se`P' DUR, FAC. ANY Earth City,MO 63045 For InforaJ n see this Job's general money these '"slots MAX. SPACING 24.0' ALPINE, .c000m1 TPD wtphstorgl SPCA, argh ICO wsdccsahorg STRONGBACK BRIDGING REC❑MMENDATI❑NS .I ..-All scab—on blocks shall be a minimum 2x4 BUTT STRONGBACK 'stressraded lumber,' BRIDGING TOGETHER g • ...-41111S�` Pm-All strongback bridging and bracing shall be a -1441:1 `� minimum 2x6 'stress graded lumber.' 4'-111111111111111111111"— ►The purpose of strongback bridging is to "p' ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.126'x3.0') NAILS IN 2 ROWS AT resulting in an overall Increase in the 6' O.C. SCAB NOTES IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP SIRONGBACK BRIDGING MEMBERS bridging,strongback FOR AT LEAST ONE TRUSS SPACING 9 g g, positioned as shown in STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' —0' o.c. (max.) i NOTE: Details 1 and 2 are -the preferred attachment methods No.The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) 10d COMMON O important structural requirement of any floor (0.148'x3') NAILS OR (4) 10d BOX/GUN or roof system Refer to the Truss Design O28'x3.0')` /'�/ Drawing (TDD) for the bracing requirements for �,! �� / each individual truss component. 'Bridging,' !7,0�, \O�,� ' II �+ particularly 'strongback bridging' is a �` `�//� recommendation for a truss system to help WAd/ I /l:\ �� control vibration. In addition to aidin in the ►�.�� \ '� distribution of lads between g0. ent � �' �.�° 0:i pointo adjacent `/ ► truss, strongback bridging serves to reduce STRONGBACK BRIDGING 'bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps. Up to 8'None required W to 2r l rov at rider of spent The performance of all floor systems are (2) 10d COMMON (0.148'x3.0') OR 2'to 312 revs 0 at'.di VJ mints) enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK 3'to 413 roils 0 at..d 1/4 odds) bridging and therefore is strongly recommended TOP AND BOTTOM OF 2x4 r RESTRAINED AT EACH END. Over 4C spice nils.t w oil phis) 9 9 9 Y SCAB-ON BLOCK. ATTACH byAlpine. STRONGBACK TO BLOCK W/ (3) P 104 COMMON (0.148'x3.0') NAILS For additional information regarding strop back Ott (4)104 BOX/GUN (0.128'x3.0') g g NAILS. O g bridging, refer to BCSI (Building Component -"ft......„ .1.11.1-01110111 ` / /�� Safety Information). -41.1tSN* ij Airt t. �11111111111111 tel �e I I / ` ZATTACH TRONGBACK TO BUTTER C2) KO - 3' • ¢Ep PROP STRONGBACK B'•IDGING ATTACHMENT ALTERNATIVES G, > Ss, .e.WIT -A This DIbMPOS3es WAD WOID lMO ANLL ora mauDilD TIE naTAuexs XI-1.31E3 IN 11113 11114VM3C; ,NC9 75FS G- TC LL PSF REF STRONGBACK Tnsws ra est . r+ebMcatb�D.henaFy el*pb�p, �b�p OId RNer to entl fouoe the latest o►DCSI cDWip Coigonene safety frriarwatbn 6y Tf[ a+0.r safety r TC DL PSF DATE 10/01/14 apr ct�c s prier to' or•nYp t+xw n.cikne. wt lWr•s.n U arovlde marry_Maelno n«•SSL , UnNss ne.f1) •- ,top d10Pd el*ll hove properly ettodied gime-brat shfetnM and bottom dura �S/ is shall have a • _. ,. attadtsl d aaYro weatloro slam for parnanent l oral restrab+t ov.ebs BC DL PSF DRWG STRBRIBR1014 shell have - -. per 6s 33.D7 or DW,es app.roM.. 'Aptly plates to ends face r A I R0 I E of truss and ... os shown above end on the Joint Details,unless noted otherwise. BC LL PSF I y ' V Refer to d�o • z for standard plate positions. r1 OREGON Alpha,.addon ITv dao oapo..ncs faw.O LK..h.0 pat be..,penrne for mry aeNatbn ere" +\' n TOT. LD. PSF AN Tl WIOOMAR\NY this a cabs any te MAId the truss in eanfer n.nee elth ANSI/WI L or fey hen�q.shipping. '9 , -20 19co !Q hstellatb n I - ' of trines. A seal on this • or cover pec listing Pis dro ng. Sidewise Loren of professional OCD W. for�w. - re AV of the�De,per A Vlu1 Seca. drsing DUR. FAC. 1.00 Earth City,MO 304Driv5 For Information see this Job's general notes and these web sites. Earth MO 63045 ALPINE. TPD wwc+ob-eta•y s�� SPACING •on'Yl 100 wwdoewafearp Gable Stud Reinforcement Detail ASCE 7-101 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 1 Or' 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Gable Vertical Brace Ma (1) 1x4 'L' Bracer (1) 2x4 'L' Brace 5 (2) 2x4 'L' Brace rr (1) 2x6 'L' Bracer (2) 2x6 'L' Brace 111. Bracing Group up Species and Grades' S Spacing Species Grade Braies Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Ai / 4' ' 2' 8' 6' 9' 8' 10 U F #1#3#2 4' e' 9' 8' 3' 9' 7' 9''11' 11' 5' 11'/10' 14' 0' 14' 0' 14' 0' 14' 0' *1 *22 Standard 112 F~Stud HF Stud 4' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud *3 Standard 4' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' B• • . Fir-Larch Southern Plnerrr CU #1 5' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' ® *3 —I SP #2 4' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' ® I StStu rd I —' 'Cr #3 4' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' C5 cu D F L Stud 4' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' U Standard 4' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group Bi #1 - -) - SPF #3 5' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' iiiiiiC� Y HF Stud 5' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' MINOT' 01 O Standard 5' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' \ #1 5' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' as FYI-Larch Southern PY'errr S P #2 5' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' IMITIMII 112 #3 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 01 v--i D F L Stud 5' S# 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). Standard 5' I, 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' osFor 1x4 So.Pine use only Industrial 55 or #1 / *2 6' lF 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values ly be Stress-Rateddthese 'Q Group. B values may grasps, d F #3 5' 94 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes! L7 U HF Stud 5' 914 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Vind Load deflection criterion Is L/240. 0 Standard 5' 9! 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide X #1 6' 40 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuousEtbearing(5Ole for 35 Of over d SP #2 6' 11 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' ispsi TC Dead' Hook CU #3 5' 1? 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load,or 12' 4a outlookers a---I D F L Stud 5' 1? 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Oplywood a n0 Standard 5' 9$ 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Syme t T ► Abou . Attach 'L' braces with 10d (0.128'x3.0' nin)nails. i J Bl For (1) 'L' brace. space nails at 2' ac. Oji In 18' end zones and 4' o.c. between zones. Diagonal brace option. 31E11EFor (2) 'L' bracesr vertical length any be . space nails at 3' o.e doubled when diagonal T In 18' end zones and 6' ac. between zones. brace is used. Connect 18' *I -1144,w 'L' bracing must be a idrinun of BOX of web diagonal brace for 335* ' 'L' L J. -,_ J member length at each end. Max web I total length Is 14'. Br cq a 4`* Gable Vertical Plate Sizes 2x4 DF-L fit or '�— BM Vertical Length No Splice ii Less than 4' 0' 1X4 or 2X3 bitter dbgonnl r : Greater than 4' 0', but 2X4 Vertical length shown brncel sMgle 18' less than 11'6' in table above. or double cut0 sir� 4 ' (ns shown) at s1 L 1 3 B Greater than 11' 6' 3X4 ''' u �+ Q U rr 'il �J 01:kitilki: + Refer to cannon truss design for upper acid _ peak, splice, and heel plates. Connect dog. . at 1� . ,' , /E�rR(�F� Refer to the Hui ��t. FS` Building Designer for conditions nidpdnt of vertical web. Refer to chart above < ��-, ,� not addressed by this detail r VARiOOs READ MO num ALL NOTES 111 MS 3RAWP*5 l\., 4 V i V C. �e ea r Itee0SN INS ERAV TO ALL INCLUDING TNe naTALLExs �' iss�s 'Q 2 REF ASCE7-10—GAB12015 Trusses require care In fabricating,handling.s pbn,Installing and brad' _Refer to and r follow the latest of ICSI=Ul Component Safety Information,by TM and EECM Par m �� - pvatlps prior to .' . these arra-bons. Installers shag brads "h' 1 DATE 10/01/14 1Mdeu noted .- top chord shall have properly attached structural den and cord r shall have a • .. ,, ,ttaeMd Locetbrs shown Por permanent lateral restra►rt of webs ,4 PO N[ of trussladDRWG A12015ENC101014 shall have Apely plates to each Pen as shown obese and an the Joint Details, noted otherwise. Refer to dr* Z for sta'ndar'd plate positions. ^ OREGON AN 1FIMC1alApM�NY Alpine,a division ITV Adlarq CaOsnmts Gran lac shall not be respors6le Por deNntlan from v' �/ this draetp,any - b 2 qx Saes h eanFa•nonce dish ANSI/TPI 1,ar•fx '- Mtallatlon t - •i.. trusses. sq' n �n.20,'19' !tom, A seat on this or cover pope listing this dr•aw*q, t acceptsn, professional "POI D `^' �`` MAX, TOT. LD. 60 PSF �a sdely for tls des dew►draw* O•ewwp Y • 13389 Lakefront Drive NY a 9s B1rr10 peslpse•per N4T/TPI I Seca Earth City,MO 63045 For , hformatlon see this Job's general notes and these web site, mime 44MTI0 wwwsSIM,starpi SSm.>t t yorgl ICC. ew ekcsafe.wp MAX. SPACING 24.0' Commentary: Deflection and Camber Q Camber may be built Into it-tosses 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: • Helps to ensure level ceilings and floors after Recommended Truss Deflection Limits dead loads are applied.i Truss Type L/D Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs. IPitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for differnt deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics betweenadjacent trusses. Trusses • Improves appearance of garage door headers and other long spans hat can appear to 'sag.' Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses • Avoids 'dips' in roof ri geines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adj cent clear span trusses. In accordance with ANSI/TPIthe Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) through the Construction D uments, shall provide the location, direction, and magna ude of all loads attributable Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) to ponding that may occur e 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 criteria for flat or low-slop roofs subject to ponding Pitched Trusses 1.00 x Deflection from Actual Dead Load loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dep ndent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etteras. Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for al wable deflection and Actual Dead Load slenderness ratio (L/D) may Ile 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. ��p PROFESS e1/AAIO!'is, NO MAU AL1 Imes ON Tin mAVROI Cl N C� �CF �4 IIIKIPORT ROM ll MS pAWD03 To Au CONTRACTION INCUJI I TIE INSTALLERS 'Q REF DEFLEC/CAMB Trusses require care In fabrics bro�,� 19575 /116 � raw.the latest of eat.bfa1p Component sareq-0° ' atl :beAl .tY DATE 10/01/14 practkw p'la'-to. ., These functions. rnsg8en ehn8�°tlon. TPI andbrod��fa�r ' r UMess not.d •- top chord shsl have PrWeMY°tt.dwd Mictwl kle sheoYMy lira= leott diad IN .hall have e . ... `tt dwd Locatlon,slam for,p.r,n.n.nt latero:rostrata of webs DRWG DEFLCAMB1014 0 J I E ,h dl have .u.1k.61 MWY plates*0 wadi race FP I\vl Mhz" Z fa- above•1d.1071 0 s 17 rsk Die !t.�idese ram.therMse. Neter to dro • Z far st.nderd plate positions. OREGON shbpkq, O R E G O N any tot -.../ division ' 'mAN IMOOAAAN41 °� theDO1getrnssentsInwoInc'nvMthatANe/PIrapLrrearrtevyndntter " � gin20 ,9c� om, Installation ibracing; inOD , Npappee Oiling!lib drawing.Indicates of poresslael CN .Asedateke s44 for the e� ,hMITIMgar,lowyeN4/P[use to=drawing13389 Lakefront Drive Earth City,MO 83045 ALPINC� • , hn roratbn see this Job's general rates pope end big:ft sates rani WI,u iwtay$JCA see.ft embrys IMeb oeselccsaf orp ASC 7-101 120 mph, 30' Mean Height, Closed, Exposure C Common Resi ential Gable End Wind Bracing Requirements - Stiffeners ' 120 mph, 30ft. Mean Hgt, AE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft. Mean Hgt, A E 7-10, Part100 mph, 30ft. Mean Hgt, A E 7-10, Enclosed, Exp D, or Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1.00, Wind TC DL=5.0 sf, Wind BC DL=5,0 psf. provide a 2x6 stiffback at mid-height and brace stiffback Lateral chord bracing req rements to roof diaphragm every 6'0' (see detail below or Top: Continuous roof sheet hing refer to DRWG A12030ENC101014), Bot: Continuous ceiling dia hragm H Greater than 7'6' to 12'O' max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed des n 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. YK Optional 2x L-reinforcement attached Nails: 10d box or gun (0.12843',min) nails. to stiffback with 10d box or gun (0.128' x 3', min.) nails @ 6' o.c. �.>l��I' p.,;, yr ( 2X4 Blocking-.1, I RI _ nailed to 45' sheathing and each truss__ H ►�.®�®�li 11 IIIiii® - 2X4 DF-L #2 I or better diagonal brace. i for a560# och end I ochend ■ i. ■ ■ ■ ■ I 1_1 ■ ■ ■■ ■ mm ■ ■ im • • e ontinuous Bearing 2x6 #2 Stiffback , attached to each Stud w/ (4) 10d box or gun (0.123' X 3', min.) nails. u� . o PROFFSS� neVA,smud•nw MID F LDV ALL ON MIS PRAWNS Nv F v REF GE WHALER _ =OMR row's:nes BRAVING to ALL CONTRACTORS MUMS TIC■aTAuaes �Q Z 19575 folio,the least of SCS[ raartC p neat Sa ah�pbr�,hatania and sebrrd . ahem t r h DATE 10/01/14 ou:fry cams seers )ot provide m arrd far as pr =Zed prior to • tali functions. Installers anent provide Ya�d1�Per , lbden Zed '' tap chord shall have property attached strictest"rning�'1�c14 1=te 1 lord / — lat 'hall have a . .. `ttaced rbld debet Locaeloro sha.n for permanent lateral restraint of this �S DRWG GABRST101014 _ shall haw braper ICU - ALPINE of trw and as shoown above and on t eJointt nD,tsis,°P.a.b1en,twda ti M,:to each rase Refer to dr'a • z for standard plate position. OREGON AN ffWOMNIAW tai "dr.a',odium" N to ti Inc n tinalim or°hanZmp° h p qR 20,1 e"� MAX.�P TOT. LD. 60 PSF bataaation I. trusses. A seal+epn pis - or cover Brag this drat*brdleates acceptant,of Professional 0 13389 Lakefront Drive Earth City,MO 63045 , ,OP' . ,aan R9111Onal� z.� - MAX, SPACING