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Plans (5)
110co o o 0 z -• 353389 AllIB :R9 pau6isap z w w uasow :SS32I❑❑d m * o o 4soL uoold S88E apisund : •osa❑ o --a m 3AOdO 19380Ad2ldd :uawo-snO n RRER OF BERM FOR GRRND FIREPLRCE ONLY F 1 .ZS _ 3of l I 30F1 T 1 :____.iI- A LEK M - r- F- 0 1 .c -a MCC Crl O M I- 1JL ' 41 -/- I± j !L _ FIE` T Q zwEa m :- W -_ aQo.. „ �' W - 0¢ma '< — 1 "' >- D, 0 ,, c�wcncn _ _ M Y I- H -' -o ow .4 L z YJZ .Z r- a '< z : W i -:QOH -- CO o QF.- W m CD O U CD 1 (D .-" O �--_J J Q Y.-. O. .. Z 1 7 I- V me - �� = x .e1 'm r _ M ix A_ P / qqa m F- ..9.S- I ..9.SE {1 .9--I .S--I I- .ES H RDJUST THE B SPACING SO IT DOES NOT INTERFER WITH THE TOILET HERE NOISIA10 ONIO1In8 GElV011 JO A110 RE E I Nnr G3AI2O2d h1ilao-Mously P ?g0Ip i els hi'oh I ,e(s PROpFs � 0p G%NE *O 19575 �� y , Alpine,an ITW Company /I i 8351 Rovana Circle Sacramento,CA 95828 1t/26/2018 ALPINE' Phone:(800)877-3678(916)387-0116 0 OREGON J AN ITW COMPANY Fax:(916)387-1110 1 n.220.1 N4 i sacseals@itwbcg.com Renew,6/30/2019 Site Information: Page 1: Customer: Truss Components of Oregon,Inc. Job Number: 1116053 Job Description: Rvrside 2885 Floor Master Address: master,HILLSBORO,OR Job Engineering Criteria: Design Code: IRC 2012 View Version: IRC 2012 JRef#: 1 Wfl71750001 Wind Standard: NA Roof Load(pdf): None Wind Speed(mph): 0 Floor Load(psi): 40.00-10.00-0.00-7.00 This package contains general notes pages,29 truss drawing(s)and 5 detail(s). Item Seal# Truss Item Seal# Truss 1 298.18.0802.52938 B 2 298.18.0802.53358 BGE 3 298.18.0802.53188 D 4 298.18.0802.52967 I 5 298.18.0802.53359 J 6 298.18.0802.53419 JGE 7 298.18.0802.53435 HGE 8 298.18.0802.53389 H 9 298.18.0802.54293 G 10 298.18.0802.52969 E 11 298.18.0802.53202 A 12 298.18.0802.53515 AGE 13 298.18.0802.53249 F 14 298.18.0802.53420 Z 15 298.18.0802.52939 M1 16 298.18.0802.53186 M 17 298.18.0802.53561 X 18 298.18.0802.53248 BPX 19 298.18.1647.02000 LG 20 298.18.0802.52968 KG 21 298.18.0802.53187 RT3 22 298.18.0802.53342 RT9 _ 23 298.18.0802.52937 RT6 24 298.18.0802.53374 RT10 25 298.18.0802.52940 RT7 26 298.18.0802.53514 RT4 27 298.18.0802.53530 BP1 28 298.18.0802.53545 BP2 29 298.18.0802.53232 BP3 Printed 10/26/2018 9:08:30 AM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orq. Page 1 of 2 a � 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/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL=additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB= additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds,from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic)load cases, at the indicated location (Loc). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)= maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W =Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest& Paper Association, 1111 19th Street, NW, Suite 800, Washington, DC 20036; www.afandpa.orq. 2. ICC: International Code Council;www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.tpinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison,WI 53719;www.sbcindustrv.co Page 2 of 2 • r 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" 24'0"I4 2,9„ 22'11" I 1'1"$ H—2'6"--+—2'6"12—.-1--2'6"12—--2'6"12--H--22" 1 27"8—+—2'6"12— H—2'6"12—±—2'6"12--{ (TYP) W=3X5 =4X8 =3X3 =3X7 =4X12 =3X5 3X5 A B C D E F G H I T2 J K L M WI V U T S R MQ P 0 F4N =3X7 =3X10 3X5 =4X12 =W=3X5 4X12 =3X5 r 202"12 Al- 6'6"8 i 1 26'9"4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pt NA Ce:NA VERT(LL): 0.320 F 759 480 W 1061 I- /- /- /- /2.5 BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.541 F 449 360 Q 1945 /- /- /- I- /3.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.058 B - - N 276 /202 /- I- /- /3.7 EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.097 B - - W Min Brg Width Req= 1.3 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Q Min Brg Width Req= 1.3 TCDL:NA psf N Min BrgWidth Req1.3 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.884e= Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.968 Bearings W,Q,&N are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.909 FT/RT:10 Members not listed have forces less than 375# Loc.from endwall:NA (0)/4(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber B-C 0-2943 G-H 0 -2256 C-D 0-2943 H-I 0 -2256 Top chord 4x2 HF#2:T2 4x2 HF#1&Bet.: D-E 0-3588 I-J 1605 0 Bot chord 4x2 HF#2 E-F 0-3588 J-K 1605 0 Webs 4x2 DF-L Std/Stud F-G 0-3588 K-L 614 -229 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading W-V 1767 0 R-Q 723 0 Bottom chord checked for 10.00 psf non-concurrent V-U 3512 0 Q-P 225 -624 bottom chord live load applied per IRC-12 section U-T 3198 0 P-O 229 -614 301.5. T-S 3198 0 O-N 230 -606 Deflection S-R 723 0 Calculated vertical deflection is 0.31"due to live load and 0.22"due to dead load at X=10-3-12. See Maximum Web Forces Per Ply(lbs) detail DEFLCAMB1014 for camber recommendations. Webs Tens.Comp. Webs Tens. Comp. Additional Notes W B 0-1994 S-I 1789 0 B-V 1336 0 1-Q 0 -2338 +2x6 continuous strongback.See detail Ole°PROF�s V-D 0 -645 Q-K 0 -1304 STRBRIBR1014 for bracing and bridging 4. We U-G 501 0 L-N 684 -260 recommendations. %y GINE O Deflection estimate assumes composite action with G 18875 F-' G-S 0-1108 IP single layer of the appropriate span rated glue-nailed r r' wood sheathing. A Negative reaction(s)of-202#MAX.from a non-wind 4Alik load case requires uplift connection.See Maximum 1 I 6/2118 Reactions. OREGON Truss must be installed as shown with top chord up. "7,,,, "o0 20,19V v ,QOCD "NW Renews 6/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "'IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,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 dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq insalled 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 A L ,P N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN my ODMrAUY 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 pro essionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 , Job Number: 1116053 Ply: 1 SEQN:34204 / T13 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53358 Truss Label: BGE BFR / GWH 10/25/2018 I 1'4"12 I 1'4"H (TYP) H W=3X5 A T16 V T - - L - - - - - - - - - - - - C T'e 1 AS�,�������, ��� ‘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 26'9"4 i I- 26'9"4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 AS*131 /- /- /- /- /216 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 AE*130 /- /- /- /- /105 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 AS - - AS Min Brg Width Req= - EXP:NA HORZ TL:-0.000 AS - - AE Min BrgWidth Des Ld: 57.00 Mean Height:NA ft ( ) Req 9 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Bearings AS&AE are a rigid surface. TCDL:NA psf BldgCode: IRC 2012 Max TC CSI: 0.157 Soffit: 2.00n: MWF NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.028 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.059 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2:T16 4x2 HF#1&Bet.: Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. ("")19 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent CEO PROFF bottom chord live load applied per IRC-12 section 4' 301.5. �s� 1G%I4 p2 Additional Notes 19575 yr +2x6 continuous strongback.See detail /' STRBRIBR1014 for bracing and bridging e- recommendations. 1/ 6/2118 Deflection estimate assumes composite action with OREGON single layer of the appropriate span rated glue-nailed 0 .../ wood sheathing. 1 "on.201St' .6 Truss must be installed as shown with top chord up. "-OLD VII.N� Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building 03) OR 97113 Component Safety Information,by TPI and SBCA)fo' (5003)357 US r safety practices prior to performing these functions. Installers shall provide temporary 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. AppTy 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 IM MY COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessronar engineering responsibility solely for the design shown. The suitability 51 Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSITfPI 1 Sec.2. 8383Sa51a Rovana 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.orq I r Job Number: 1116053 Ply: 1 SEQN:11608 / T9 / SY42 Dust: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' 13' "12 24'1"4 13' 8"12 10'4"8 H-2'6" -1 26"12 1 2'6"12 { 2'6"12 -1 2,6"12—1 F--2,6"12_1--2,6"12 1 2,6"12—H (TYP) =3X10 3X5 =3X3 =3X5 =W=3X5 =3X10 A B C D E F G H I J K L io 1 - T1 S R Q B2 P 0 N M =3X7 =3X10 =3X5 3X5 3X10 =3X7 =W=H0312 1 2414 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh I RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.488 F 592 480 T 916 I- /- I- l- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.799 F 361 360 M 916 /- /- /- /- /3.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.077 B - - T Min Brg Width Req= 1.3 EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.125 B - - M Min Brg Width Req= 1.3 NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 Bearings T&M are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.655 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.888 Members not listed have forces less than 375# RepFactors Used:Yes Max Web CSI:0.676 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" C&C Dist a:NA ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2746 G-H 0 -3961 Wind Duration:NA WAVE,HS VIEW Ver:15.02.00C.1217.15 C-D 0-2746 H-I 0 -2743 Lumber D-E 0-3961 I-J 0 -2743 E-F 0-3961 J-K 0 -2743 Top chord 4x2 HF#2 F-G 0-3968 Bot chord 4x2 HF#2:B2 4x2 HF#1&Bet.: Webs 4x2 DF-L Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. T-S 1574 0 P-O 3968 0 Loading S-R 3512 0 O-N 3515 0 R-Q 3512 0 N-M 1573 0 Bottom chord checked for 10.00 psf non-concurrent Q-P 3971 0 live load. Deflection Maximum Web Forces Per Ply(lbs) Calculated vertical deflection is 0.49"due to live load Webs Tens.Comp. Webs Tens. Comp. and 0.31"due to dead load at X=12-11-4. See T-B 0-1777 O-H 664 0 detail DEFLCAMB1014 for camber recommendations. B-S 1330 0 H-N 0 -876 Additional Notes S-D 0 -869 N-K 1328 0 D-Q 510 0 K-M 0 -1776 +2x6 continuous strongback.See detail Q PROF STRBRIBR1014 for bracing and bridging ��LE FS recommendations. �'C IN S� Deflection estimate assumes composite action with c. �G FICA Oy single layer of the appropriate span rated glue-nailed 19575 y wood sheathing. %r Truss must be installed as shown with top chord up. i- 1/ 6/2118 OREGON 9R0LD.W." Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELI21 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 otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the W nw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci ng of trussesA seal on this drawing or cover pagge listingthis drawing,indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability and se of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 e 3 Job Number: 1116053 Ply: 1 SEQN:11616 / T16 /SY42 Cust:RR7175 JRef: 1 Wfl71750001 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 7H '10"8 1'8 2 7'10"8 I- 2'6" _I 2,612 I- 2'6"12---- 2'6"12 I 2'6"12—H (TYP) 1112X4 =3X610 1112X4 =3X5= 3EX5 III 2X4 =3X10 1112X4 1 1 M L=3X10 1112X4 1112 --3X10 J = I 3X7 —3X7 r 17'5"2 F' 175"2 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): 0.233 L 897 480 N 993 I- /- /- /- /3.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.404 L 517 360 I 993 /- /- /- /- I- 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 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearing N is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.620 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.968 Members not listed have forces less than 375# RepFactors Used:Yes Max Web CSI:0.606 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 0-2686 E-F 0 -2686 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2686 F-G 0 -2686 Lumber D-E 0-3130 Top chord 4x2 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 4x2 HF#2 (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. Deflection estimate assumes composite action with ¢EO PROF single layer of the appropriate span rated glue-nailed ' 1' wood sheathing. 0 s ‘,‘G I hi eo 04_ Truss must be installed as shown with top chord up. 19575 41 y I/ i 1 r 6/2118 OREGON 4Ro`Q 1.44.20,10' 4,:f Renews 6/30/2019 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Componentsoforegon,Inc. "'IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)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 y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A LPI N 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 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page M COMPANY listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The suitabilityg and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 L r Job Number: 1116053 Ply: 1 SEQN:11618 / T15 /SY42 Gust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53359 Truss Label: J BFR / GWH 10/25/2018 7'10"89'8" 1_ 17'6"8 H 7'10"8 I 1'9"8 7'10"8 H—2'6" H 2'6"12 I 2'6'12--{ ! 2,6"12 1 2'6"12—H (TYP) 1112X4 =3X10 1112X4 =3X5 =3X5 1112X4 =3X10 1112X4 A B C D E F G H co N M L K J I =3X7 3X10 1112X4 1112X4 3X10 =3X7 k 17'6"8 i F' 17'6"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in roc 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 g HORZ TL:0.082 B - - I Min BrgWidth Req1.3 Des Ld: 57.00 Mean Height:NA ft ( ) NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 Bearings N&I are a rigid surface. TCDL:NA psf BldgCode: IRC 2012 Max TC CSI: 0.638 Soffit: 2.00 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.995 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:15.02.000.1217.15 C-D 0-2710 F-G 0 -2710 D-E 0-3168 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. N-M 1647 0 K-J 3167 0 Loading M-L 3167 0 J-I 1647 0 Bottom chord checked for 10.00 psf non-concurrent L-K 3168 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Deflection Webs Tens.Comp. Webs Tens. Comp. Calculated vertical deflection is 0.20"due to live load N-B 0-1859 E-J 0 -744 and 0.23"due to dead load at X=7-9-12. See detail B-M 1207 0 J-G 1207 0 DEFLCAMB1014 for camber recommendations. M-D 0 -744 G-I 0 -1859 Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with e.0 PROF single layer of the appropriate span rated glue-nailed 4'‘' F`% wood sheathing. `Oj aG 1 N F. i0 Truss must be installed as shown with top chord up. 0 JP 2 19575 y r 11 6/2118 0 OREGON lib i n.2o.19°"(G'+ Renews 613 012 01 9 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building 003)357 US OR 97113 Component Safety Information,by TPI and SBCA)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 installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (2efer to ALPINE' drawings 160A-Z for standard plate positions. 1 Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u nwmwu 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 ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 • Job Number: 1116053 Ply: 1 SEQN:102955 /T17 /SY42 Cust:R R7175 JRef:1 Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53419 Truss Label: JGE BFR / GWH 10/25/2018 I--17"8—{ H 9"-H A T •-U• •U I�I�I :11111111•111 :�: e' 3X5 =3X5 3X5(**)(I) 2'4" H 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 L/deft 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 BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 G Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - Bearing G is a rigid surface. EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):-0.000 B - - NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.144 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.010 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI:0.029 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Provide for complete drainage of roof. 09 PROFF Truss must be installed as shown with top chord up. S `yam G%W q. 0, s'o 0 19575 y �r • / 6/2118 OREGON 9LD,wv �. -1O Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building CORNELIUS03)357OR 97113 Component Safety Information,byTPI and SBCA)fsafety 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 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. (tefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the N nW COMPANY truss in conformance with ANSUTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessrona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 C Job Number: 1116053 Ply: 1 SEQN:102959 /T10 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53435 Truss Label: HGE BFR / GWH 10/25/2018 h18I '2"8 1"8 22,9"8 ,231"12 26'9"4 9"'8 F 21'5"8 8"4 3'3"8 �4„12+.1.4„ (TYP) =W X5 A H T16 T T - - - - - - - - - - - - - - - - - )o J_ L-I L,_f lel lel I_I L_1 L.-1 LI I-7 -L1 IJ 1_,-1 I_II I_I 1_f JLi 1_I /l AO// // /// ///// // /// / // AA v 3X5("”) =3X5("`) =3X5(") =3X5("*) =3X5(") =3X5(**) =3X5(**) =3X5(") 3X5(**)(I) =3X5(**) =3X5(**) =3X5(**) =3X5(**) 3X5("") -3X5(*)3X5 (=3X5 ") =3X5(**) r 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 L/deft 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 A0131 /- /- /- /- /216 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 AA'81 /- /- /- /- /105 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - AO Min Brg Width Req= - EXP:NA HORZ TL:-0.000 B - - AA Min BrgWidth Des Ld: 57.00 Mean Height:NA ft ( ) Req NCBCLL:10.00 Code 1 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 �F*Ep PROpt +2x6 continuous strongback.See detail y' 0.6 'V STRBRIBR1014 for bracing and bridging U,C aGIN �� 2 recommendations. 19575 y Deflection estimate assumes composite action with %, single layer of the appropriate span rated glue-nailed wood sheathing. /- i Truss must be installed as shown with top chord up. 1 1 6/2118 Bracing 0 OREGON Fasten rated sheathing to one face of this frame. 14)g.°11.29,alet.. �,' 0L. a W.V Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 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)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, 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 PN nw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essronat engineering responsibility solely for the design shown. The suitability and use of this drawing for ny 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 r Job Number: 1116053 Ply: 1 SEQN:11711 / T7 / SY42 Gust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.53389 Truss Label: H BFR / GWH 10/25/2018 7'10"88' ' 13'6" 7'10"8 4" 5'3" F—26" 1 2,612 1 26"12 H 1 26"12 H (TYP) III 1.5X3 III 1.5X3 =3X7 III 1.5X3 =3X3 =3X7 1111.5X3 A B C D E F G T - - - - ,•••••""......:-F_ , 1 L1 K J I r 3X5 =3X7 --- 3X5 =3X5 III 1.5X3 r 13'6" i 13'6" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.101 D 999 480 L 769 I- l- I- l- /1.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.165 D 980 360 H 769 /- /- /- /- /1.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 H - - L Min Brg Width Req= 1.3 EXP:NA g HORZ TL:0.037 H - - H Min BrgWidth Req1.3 Des Ld: 57.00 Mean Height:NA ft ( ) NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 Bearings L&H are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.382 Members not listed have forces less than 375# Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.651 RepFactors Used:Yes Max Web CSI:0.369 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 0-1848 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 K-J 1849 0 I-H 1214 0 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section 301.5. Webs Tens.Comp. Webs Tens. Comp. 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. ��iEO PROpSSS 19575 41 p I- � /1 i h f 6/2118 OREGON v Renews 6/90/2019 *'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CO3) US OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 510, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the Y44 mvroMr'xr 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 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per.ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 t Job Number: 1116053 Ply: 1 SEQN:154038 /T2 / SY42 Cust:RR7175 JRef: 1WfI71750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.54293 Truss Label: G BFR / GWH 10/25/2018 5'3" 4"8 23'0"4 52" "8 17'7"12 H H-2'6" -I 2,6"12—1 H—2'1" { 2.6"12 } 2'6"12 - 2'6"12 - 2'6"12—H (TYP) =3X5 =3X5 =3X7 =W=3X5 =3X3 =3X5 A B CD E F G H I J K L co T " SR Q PI9 0 N M =3X5 —3X3X5 = = —W-3X5 3X10 =3X7 =3X3 3X5 r 102" 1 12'10"4 i F 23'0"4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft 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 I- /- /- /- /3.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.117 J 999 240 P 1592 /- /- /- /- /3.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 M - - M 642 /- /- /- /- /- EXP:NA Des Ld: 57.00 HORZ(TL):0.024 M - - T Min Brg Width Req= 1.3 Mean Height:NA ft P Min NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Brg Width Req= 1.3 TCDL:NA psf M Min BrgWidth Re Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.645 i = Load Duration:1.00 MWFRS 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 0-N 1362 0 bottom chord live load applied per IRC-12 section R-Q 377 -436 N-M 967 0 301.5. Q-P 377 -436 Additional Notes +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. recommendations. T-B 0 -776 G-O 923 0 Deflection estimate assumes composite action with R-E 619 0 N-K 436 0 single layer of the appropriate span rated glue-nailed E-P 0-1175 K-M 0 -1091 wood sheathing. ���EO PROFFss P-G 0-1444 Truss must be installed as shown with top chord up. �y G(N / ` 0 19575 �� y /I i it 11 6/2118 OREGON'VAN "'Oat•10, 19. v NAs' Renews 6/30(2019 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 87113 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 bracingins-talled 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 IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,ITW au,,W truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this 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:11594 / T4 / SY42 Gust: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 f41 8, "8 16'3" H 7'10"8 6"1 7'10"8 2'6" _ 2'6"12 H 2'6'12—H H-2'6"12 I 2'6"12—I (TYP) 3X3 1112X4 =3X10 1112X4 =3X3 1112X4 =3X10 1112X4 A B C D E F G H ) Xs......"........- '4441114441%%... ..../........:V- -41111111111%%%44..... - .../...."..- -.411414%%\-1- 1 N M L K J -I =3X7 =3X10 1112X4 =3X10 =3X7 III 2X4 r 16'3" 1 H 16'3" 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 l Rw I Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.185 L 999 480 N 926 /- /- /- /- I- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.302 L 644 360 I 926 I- /- /- /- /2.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 I - - N Min Brg Width Req= - EXP:NA HORZ TL:0.064 I - - I Min Brg Width Req= 1.3 Des Ld: 57.00 Mean Height:NA ft ( ) NCBCLL:10.00 g Code I Misc Criteria Creep Factor:1.5 Bearing I is a rigid surface. TCDL:NA psf BldgCode: IRC 2012 Max TC CSI: 0.373 Soffit:a2.00 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.773 RepFactors Used:Yes Max Web CSI:0.535 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2434 E-F 0 -2434 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2434 F-G 0 -2434 D-E 0-2748 Lumber Top chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. N-M 1507 0 K-J 2748 0 Loading 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. ���EO PROFS 0,5 G I N EFS ,OZ 19575 /*„ /' i 1 i 6/21 8 OREGON 9Rp`D,wON�.f Renews 6/30/2019 **WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building COR 97113 Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary (5003)03)357OR 357-2118 Ext Mr bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN w 03M PAW truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciITW of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of orooesstonaf engineering responsibility solely for the design shown. The suit-ability 8351 Rovana and use of this drawing for any structure is the responsibility of the Building Designer per ANSI!TPI 1 Sec.2. 835Sac1a cyan C Circle 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.orq r Job Number: 1116053 Ply: 1 SEQN:112564 /T3 / SY42 Cust:RR7175 JRef: 1 Wfl71750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53202 Truss Label: A BFR / GWH 10/25/2018 5'3" 4" 8'1" 5,3" 11" 29" H F 2'6" H 2,612 H (TYP) III 1.5X3 1111.5X3 =3X5 =3X5 1111.5X3 1 AB CD E T 1 X\ I H G F 3X5 =3X3 III 1.5X3 =3X5 1 8'1" j F 8'1" { Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in Ioc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.022 H 999 480 I 461 I- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.036 H 999 360 F 461 /- /- /- /- /2.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 F - - I Min Brg Width Req= EXP:NA Des Ld: 57.00 HORZ(TL):0.010 F - - F Min Brg Width Req= 1.3 Mean Height:NA ft Bearin ri I NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 g F is a gid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.445 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.454 Members not listed have forces less than 375# RepFactors Used:Yes Max Web CSI:0.199 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 -666 C-D 0 -663 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 HF#2 I-H 625 0 G-F 664 0 Webs 4x2 DF-L Std/Stud H-G 663 0 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 301.5. I-B 0 -706 D-F 0 -750 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. ,#e PROFESS 5 GINE : < O 019575 FR p r /� i % 11 6/2118 OREGON Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for Permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Defer to ALPINE' I drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN Rw 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 proiessronaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 * Job Number: 1116053 Ply: 1 SEAN:24802 / T14 /SY42 Cust:R R7175 JRef: 1 Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53515 Truss Label: AGE BFR / GWH 10/25/2018 F--1'412-y1--- 1'4"-H (TYP) A G T - - - - - - - io I I _ I I I 1 { I 1 1I I 2X4 =2X4 3X5(**) =3X5(**) =3X5("*) =3X5(**) =3X5(**) I— 81" H 1— 8'1" 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT TL 0.000 B 999 360 Mi Brg- /- /- /- /97.0 : Category:NA VERT(TL): 0 Mn Width Req= - BCDL: 7.00 g ry Snow Duration:NA HORZ(LL):-0.000 0 - - Bearing 0 is a rigid surface. EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):-0.000 0 - - NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.028 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.061 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes ��EO PROF,S Deflection estimate assumes composite action with y'( a `N We single layer of the appropriate span rated glue-nailed G F O wood sheathing. CJ 19575110 y Truss must be installed as shown with top chord up. r %r /� i I i 6/2118 OREGON Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o 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 bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to Al PL I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_1Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M1 rN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro tessronat engineering responsibility solely for the design shown. The suitability and use of this / awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For mow information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:350844 /T11 /SY42 Cust:RR7175 JRef: 1Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53249 Truss Label: F BFR / GWH 10/25/2018 2,9„ , 3'8„ , 6'5' 2'9" 11" 2'9" I" 2'6" 1 (TYP) III 1.5X3 =3X3 =3X3 III 1.5X3 AB C D T - i. 1 H= G F E III 1.5X3 1111.5X3 =3X3 3X3 r 6'5" i I"" 6'5" { Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.022 G 999 480 H 366 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.046 G 999 360 E 366 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.007 B - - H Min Brg Width Req= 1.5 Des Ld: 57.00 EXP:NA HORZ(TL):0.014 B - - E Min Brg Width Req= - Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing H is a rigid surface. NCBCLL:10.00 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.396 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.256 Rep Factors Used:Yes Max Web CSI:0.135 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ftChords Tens.Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0 -452 Wind Duration:NA WAVE VIEW Ver:15.01.01B.0522.21 Lumber Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 HF#2 Bot chord 4x2 HF#2 H-G 451 0 F-E 451 0 Webs 4x2 DF-L Std/Stud G-F 452 0 Loading psf non-concurrent Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 p Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-12 section 301.5. H-B 0 -509 C-E 0 -509 Additional Notes Truss must be installed as shown with top chord up. P 4'1- ROF-SA, O�5 1 G%N Ftc 'OI. Z 19575 7,„ alk 1 t 6/2118 OREGON Renews 6/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building COR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (5003)3)3357US 57-2118 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.e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to ALPINE- drawings L 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 Ni n ;D wNFPNY 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 prolessionaf engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 -I * Job Number: 1116053 Ply: 1 SEQN:26319 / T28 /SY42 Cust:R R7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53420 Truss Label: Z BFR / GWH 10/25/2018 1-- 1'4"12 I 1'4"--I (TYP) A E III�IIMME• mNmEMMnEIET 1N- ._.-.._. Fs K IWI G 2X4 =2X4 3X5(**) =3X5(**) 3X5(**) H' 5'5"14 H F" 55"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 VERT(LL): 0.000 D 999 480 G* 131 /- /- /- /- /65.9 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 D 999 360 G Min Brg Width Req= BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 K - - Bearing K is a rigid surface. EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):-0.000 K - - NCBCLL:10.00 TCDL:NA psf Code/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 MW FRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.029 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.066 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notestkeo PROp, c. Deflection estimate assumes composite action with ,(�!r is single layer of the appropriate y span rated glue-nailed .;, �G INE Ca � wood sheathing. 19875 y Truss must be installed as shown with top chord up. %r /• i 1 i 6/2118 OREGON 9vR ;oeO` N1' Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,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 oyherwise,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 u 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 prolessionat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 * .- Job Job Number: 1116053 Ply: 1 SEAN:24813 / T5 / SY42 Gust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52939 Truss Label: M1 BFR / GWH 10/25/2018 1111.5X3 III 1.5X3 III 1.5X3 III 1.5X3 A B C D f I I I_•Iy� :1■�i e * Job Number: 1116053 Ply: 1 SEQN:39505 / T19 /SY42 Gust:R R7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53186 Truss Label: M BFR / GWH 10/25/2018 3' "4 2,9„ 3'4"1/'8 2'9" I 7"12 I 2'6" • III 1.5X3 ---=3X3 III 1.5X3 A B C IMPPIIIII Ma • 0" ftlimiF E D 3X3 III 1.5X3 III 1.5X3 r 3,6'4 1 3'6.'4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL):-0.028 E 999 480 F 95 /_ /_ 1_ /_ /_ 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= - EXP:NA HORZ(TL):0.036 B D Min Brg Width Req= Des Ld: 57.00 Mean Height:NA ft NCBCLL:10.00TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.796 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. 4:,s ,. o PRo k. 4c &AI Gip aGINE-6. 'OZ 19575 %r 1, 6/2118 OREGON DRL W. wODN Renews 6130t2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing..Refer to and follow the latest edition of BCSI(Building003)357 US OR 97113 q qp (503)357.2115 Ext Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Applplates to each face.o truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN ITW ODMPANY 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 protessronat engineering responsibility solely for the design shown. The suitability 8351 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 8351a Rovana C Circle 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.orq Job Number: 1116053 Ply: 1 SEAN: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 1 iiim • I I 1 m 4 .___. 9 8 E, D =2X4 =2X4 1111.5X3 1111.5X3 I 1'10"4 I 1'10"4 { Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA 0.000 B LL VERT : 999 480 VERT(LL): D' 114 /- /- /- I- /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/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:15.02.00C.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. 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. c# PROFESS s' GtNF 0O 0 19576 �� p �r all <0 1 f 6/2118 OREGON 9jr0L 1 0 0,j9� (Gf ' Renews 6130/2019 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 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,byY 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 properllry attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the W 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 essionatt 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 mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 • Job Number: 1116053 Ply: 1 SEQN:39508 / T25 /SY42 Cust:RR7175 JRef:1WfI71750001 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 1112X4 1112X4 A B C D Emommismin .1111 II ■ I11w2_Iii :m H G F E 1112X4 III 2X4 III1.5X3 III 1.5X3 1'8"8 1'8"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL):-0.024 C 855 480 H 46 /379 I- I- l- l- 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 Code/Misc Criteria CreepFactor:1.5 NCBCLL:10.00 TCDL:NA psf Soffit: 2.00BCDL: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" CSC Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.311 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#1&Bet. Bot chord 4x2 HF#2 Webs 4x2 DF-L#2:W2,W3 4x2 DF-L Std/Stud: Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. E�PRO/E. Negative reaction(s)of-401#MAX.from a non-windy'� G`N trj load case requires uplift connection.See Maximum c' r1 EFS Q Reactions. 19575 y Truss must be installed as shown with top chord up. % 1 i 6/21 8 OREGON ROLDw.16" Renews 8/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. ` IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357 21US 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 installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. 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 NJrw 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 pressionar engineering responsibility solely for the design shown. The suitability and use of this dorawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 • e SEQN:210981 T6 FLAT Ply: 2 Job Number: 1116053 Cust:R7175 JRef: 1Wf171750001 FROM:BB Qty: 1 Rvrside 2885 Floor Master DrwNo: 298.18.1647.02000 Truss Label: LG PBC / GWH 10/25/2018 S 5 2 Complete Trusses Required 3'5"106'9"9 10'4"10 13'11"10 17'6"11 20'10"9 24'4"4 HI I I -i 3'5"10 3'3"14 3,7"1 3,7"1 3,7"1 3'3"14 3'5"10 6X8 =4X88[5] 1111.5CX3 =3X5f11] =3X5113] =3X5=3X518] =3X5[20] 4X5= T m. [o ■ d��■ i■1 CCll...mo miliL I. ,fEI� GG1.. rr �1H1�1 rf I"I mu Q P O N M L K J 1113X5 =5X7[4] =6X8[7]=SS0514 =3X5[12] =3X5[14] =3X5[19] =3X5[21] 1111.5X3 A 24'4"4 i 3'5"10 3'3"14 371 371 3'7"1I 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) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL): 0.539 N 541 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL): 0.886 N 329 240 R 2980 /- /- /- /- /- Category:NA BCDL: 7.00 Snow Duration: - HORZ(LL): 0.078 A - - J 1296 I- l- l- l- I- EXP:NAKzt:NA Des Ld: 57.00 HORZ(TL):0.180 A - - R Brg Width=5.5 Min Req= 1.6 Mean Height:NA ft J BrgWidth=3.7 Min Req1.5 NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 = TCDL:NA psf Bearings R&J are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: Custom Max TC CSI: 0.861 9 9 TPI Std:2014 Max BC CSI: 0.779 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(lbs) Spacing:Special loads C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.844 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): A-B 0-4182 E-F 0 -5196 Wind Duration:NA WAVE,18SS VIEW Ver:16.01.00C.0327.16 B-C 0 -8040 F-G 0 -5196 Lumber Additional Notes C-D 0-8040 G-H 0 -3500 D-E 0-6911 H-I 0 -1761 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4 DF-L Std/Stud:W2,W4,W8,W10,W12,W14 Use of truss designs for any particular project Maximum Bot Chord Forces Per Ply(lbs) 2x4 DF-L#2: is the responsibility of the building owner or Chords Tens.Comp. Chords Tens. Comp. building design professional.Building designer is Nailnote responsible for conventional framing.Loads& Q-P 4522 0 N-M 5340 0 Nail Schedule:0.120"x3",min.nails dimensions entered by truss manufacturer. P-0 7016 0 M-L 3646 0 Top Chord:1 Row @12.00"o.c. O-N 7016 0 L-K 1920 0 Bot Chord:1 Row @ 7.00"o.c. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. q-R 0-1432 E-M 0 -576 Special Loads A-Q 4393 0 M-G 1642 0 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Q B 0-1356 G-L 0 585 TC:From 17 plf at 0.00 to 17 plf at 24.35 B-P 3731 0 L-H 1693 0 BC:From 2 plf at 0.00 to 2 plf at 24.35 P-D 1156 0 H-K 0 -632 BC:3813 lb Conc.Load at 6.80 D-N 0 -422 K-I 1849 0 Plate Shift Table '��QO PROi , N-E 1666 0 I-J 0 -613 JT Plate Chord JT Plate Chord P NXGI1JE ‘90,, No Size Shift Bite No Size Shift Bite 19575 [4] W5X7 S 1.25 [5] W4X8 S 1.25 9 [7] W6X8 3.00 L 2.75 [11] W3X5 S 1.25 r [12] W3X5 2.25 L 1.25 [13] W3X5 2.25 R 1.25 , [14] W3X5 S 1.25 [18] W3X5 S 1.25 11 6/2118 [19] W3X5 2.25 L 1.25 [20] W3X5 2.25 R 1.25 [21] W3X5 2.00 L 1.25 0 OREGON Purlins 9 0'+a.20,19061 The TC of this truss shall be braced with attached -1 OLD W W.�� spans at 24"OC in lieu of structural sheathing. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,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)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, 4111111/4, as applicale. Apply plates o each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer 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 AN rnvoOurarr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per 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.orq;SBCA: www.sbcindustry.com;ICC:www.iccsafe.orq Job Number: 1116053 Ply: 2 SEQN:108037 /T1 / FLAT Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52968 Truss Label: KG BFR / GWH 10/25/2018 I 5 2 Complete Trusses Required 4'9"8 '-1 2'4"14 32" 1'7"81 6'5"8 16' 1 "2 9'4" 2'4"14 9"2 1'8" 5"1b 2'4"14 III 1.5X3 III 1.5X3 ABC D 6X8 1.5X3 1.SX3 1:E3F -6X8 G T — W2 0 �� �� l— ZO 1 - • • • Nle -5X7("") L 1111.5X3 J 5X7("") 1113X7 III 3X7 III 1.5X3 1111.5X3 r 9'4" A I_ 2 4"14 9"2"I l'8" 5 1 0 2'4"14 2'4"14 3'2" 1 7 8 6'5"8 6'1{"2 9'4" 4'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.089 D 999 360 N 3417 /0 /161 /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.179 D 626 240 H 3658 /0 /161 /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 A - - N Min Brg Width Req= 2.8 EXP:NA Des Ld: 57.00 Mean Height NA ft — HORZ(TL):0.043 A - - H Min Brg Width Req= - NCBCLL:0.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 Bearing N is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.625 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.745 Members not listed have 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:16.01.00C.0327.16 B-C 106-3053 E-F 106 -3053 Lumber Additional Notes C-D 106-3053 F-G 101 -2895 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF SS Webs 2x4 DF-L Std/Stud:W2,W8 2x4 DF-L#2: Chords Tens.Comp. Chords Tens. Comp. Nailnote M-L 3053 -106 K-J 3053 -106 L-K 3053 -106 J-I 3053 -106 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @ 1.25"o.c. Maximum Web Forces Per Plylbs Bot Chord:1 Row @12.00"o.c. (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 co)PROFF S Plating Notes (G s (**)2 plate(s)require special positioning.Refer to ,y 1kGlNq. o scaled plate plot details for special positioning G 19575 41 Z requirements. �r Purlins all �1 The TC of this truss shall be braced with attached 1 6/21 8 spans at 24"oc in lieu of structural sheathing. OREGON Additional Notes vbn b Use of truss designs for any particular project '99 Y9"190 ° is the responsibility of the building owner or 0� e W. building designprofessional.Building designer is responsible for conventional framing.Loads& Renews 613 012 01 9 dimensions entered by truss manufacturer. **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building COR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (5003)3)357I2 357-211 18 Ext bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. rtefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN w COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciR ng of trussesA seal on this drawing or cover pa e listing this drawing indicates acceptance of ororesstonar 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 C e Job Number: 1116053 Ply: 1 SEAN:11721 / T18 /GABL Gust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53187 Truss Label: RT3 BFR / GWH 10/25/2018 5713 �I� 11'5"15 --I- 17'3"12 H 5'9"13 5'8"1 5'9"13 H 1'4"H (TYP) A FAA K P T 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iD r $ $ $ W2El 1 $ $ $ $AFr —B $ $ W6 $- r 1 � U- U' U////////,-----//�..------////R 3X3 T S =3X3 1111.5X3(**) =4X8(**) =4X8(**) 1111.5X3(**) F- 17'312 H F 5'8"1 2 5'4"9 2 5'8"1 5'8"1 11'4'3 11'1�5 17'3"12 ' H 1"9 1'7'7"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.036 C 999 360 R* 84 /0 /35 /- /- /207 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.074 C 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 P - - R Min Brg Width Req= - EXP:B HORZ TL:-0.000 U - - BearingU is rigid surface. Des Ld: 42.00 Mean Height:15.00 ft ( ) a 9 NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.248 Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.154 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:15.02.000.1217.15 Lumber Top chord 2x4 DF-L#1&Bet. Bot chord 2x4 DF-L#1&Bet. Webs 2x4 DF-L Std/Stud:W2,W6 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. IlEO PROFESS O�� 1GI SFlc /9, 41 19575 9 r /- i 1 f 6/2118 OREGON 9ROLD W. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS 21 OR 87113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, �� as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. f�efer 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,r1W COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:102909 /T24 /GABL Cust:RR7175 JRef: 1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53342 Truss Label: RT9 BFR / GWH 10/25/2018 1'4"H 9 12 (TYP) A � T O 0 0 0 0 0 U 0 a 0 0 o- a a 0 U 0 10'3" { 10'3" 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 Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 J" 97 /18 /37 /- /- /123 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - J Min Brg Width Req= - EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.000 A - - Bearing R is a rigid surface. NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max IC CSI: 0.028 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.019 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x3 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. 4'Ns PROpSSS Opa G%l4 • 19575 'Q r 1/ 6/2118 0 OREGON 9Ro , w ON. Renews 8/30/2019 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M 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 prolessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 .._._........ 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"3"8 9'6" 92"8 Fii--1'4"H (TYP) A H T 0 W1 fl 0 o a 0 0 oip W2 0 Q T I — 1 K J N 3X5(**) ,3X5**)) 1113X5 III 3X5 1' 9'6" I 9 6" 9'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF)' Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U I Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.157 E 726 360 K* 84 /0 /35 /- /- /114 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.317 E 359 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 K - - K Min Brg Width Req= - EXP:B HORZ TL:-0.007 K - - Bearing a 9 K is rigid surface. Des Ld: 42.00 ( ) Mean Height:15.00 ft Code 1 Misc Criteria CreepFactor:1.5 NCBCLL:10.00 TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.667 Maximum Bot Chord Forces Per Ply(lbs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.486 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.509 Chords Tens.Comp. Loc.from endwall:Any FT/RT:2(0)/4(0) K-J 455 -165 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#1&Bet. Webs 2x4 DF-L Std/Stud:W1,W2 2x4 DF-L#2: Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Use of truss designs for any particular project op PROF S is the responsibility of the building owner or S building designprofessional. Loads&dimensions se:, �G 1N F�� i0 entered by truss manufacturer. O y 19575 9 1 14 i % 1 i 6/2118 OREGON 9 6%.20,19 ',r -Q0` Il *Nks. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building 003)357 US 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 bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 610, 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 *,,,,WCOWAN! truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 • Job Number: 1116053 Ply: 1 SEQN:102907 /T23 /GABL Cust:R R7175 JRef:1 Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53374 Truss Label: RT10 BFR / GWH 10/25/2018 1'4" T'12 (TYP) A G T o 0 0 0 0 oa l o- 0 0 0 ❑ ao H 7'1" 71" 7'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 H. 97 /30 /37 /- /- /85.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - H Min Brg Width Req= - EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.000 A - - Bearing N is a rigid surface. NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.027 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x3 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. O PROFESS p GtPF �O 0 19575 � 9 r /- i 1 f 6/2118 OREGON ROLD +a ,, /As'. Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,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 A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mi..,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.esstonal 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 ANSITfPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 a h Job Number: 1116053 Ply: 1 SEQN:11729 / T20 /GABL Dust:RR7175 JRef:1 Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52940 Truss Label: RT7 BFR / GWH 10/25/2018 — 1'4„--I (TYP) A E T ° • �N�N W 1 N�•P1 IIII I. 7"12 L • 3X3 =3X3 1111.5X4(**) 1111.5X4(**) 5,6" -{ 5'6" 5'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl LI# Loc R I U /Rw I Rh /RL /W TCDL: 10.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.048 C 999 360 G* 84 /0 /35 /- /- /66.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.096 C 687 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 E - - G Min Brg Width Req= - EXP:B HORZ TL:-0.000 H - - Bearing a g H is rigid surface. Des Ld: 42.00 ( ) Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 NCBCLL:10.00 TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.239 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.227 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.322 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud:W1 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. P� GtNF �O 0 19575 �" y 4011"r L/ 6/2118 OREGON 9"-O`D,,soN4. Renews 6/30/2019 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS03)357OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357.2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properlyrl attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the M1nw 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 proiessronal engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 w .. Job Number: 1116053 Ply: 1 SEQN:11717 / T8 / GABL Cost:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Oty: 1 FROM:BB DrwNo: 298.18.0802.53514 Truss Label: RT4 BFR / GWH 10/25/2018 1,4„ H 1.2"4---1 (-'P) A E T ° • N�M W 1 MIii IMIIMM=MENNIMAMI' '7.12 I • �.- ' G III 1.5X4(3) 111135X4(**) f 5,4" H 5'4" 5'4" Hi Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.042 C 999 360 G* 84 /0 /35 /- /- /64.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.085 C 748 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 E - - G Min Brg Width Req= - EXP:B HORZ(TL):-0.000 H Bearing H is a rigid surface. Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00TCDL:6.0 psf Code 1 Misc Criteria Creep Factor:1.5 Soffit: 2.00Bldg Code: IRC 2012 Max TC CSI: 0.223 Members not listed have forces less than 375# BCDL:4.2 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.215 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.305 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 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. AP` PROFS 44 1- Cf 1 GtNFF s�Q 19575 9 Si, 1/ 6/21 8 OREGON Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 408 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. (503)357-Refer to and follow the latest edition of BCSI(Building CORNEL-2S OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporarryy 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 ceilin Locations shown for permanent lateral restraint of webs shall have bracing inssalled per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN m/mrnwm 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 essfonaT engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com:TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:118514 /T29 /FLAT Cust:RR7175 JRef:1 Wfl71750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53530 Truss Label: BPI BFR / GWH 10/25/2018 3 1.5X =3X3 B ./ . 3X3 1111.5X3 1 8 4 184 1'8"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 71 /0 /29 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 71 /0 /29 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 TCDL:6.0 psf Bearings D&C are a ri l Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.041 9g d 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 „EO PROF&s diaphragms and connections shall be designed by the �( S� engineer of record.See Code section R602.10.6.2. 0%C.0G%N F O a 19575 �� 9 /' i .40 l i 6/21 8 OREGON 1,Q`•n.20 190° ,e;•w Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricatinghandling,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 oytherwise,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 truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positiof ons. ALPINE Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the wCOM truss in conformance with ANSI/TPI 1,or for handlinPANY shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essionalq 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 lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:116938 /T30 /FLAT Cust:RR7175 JRef: 1 Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53545 Truss Label: BP2 BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A B •►_ 11119.- 11C 1111.5X3 1111.5X3 1'1"6 1'1"6 1'1"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 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 HORZ TL:0.000 A - - D Min Br Width Req1.5 Des Ld: 42.00 Mean Height:15.00 ft ( ) 9 9 Code I 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" CSC Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.013 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. �Q'•O PROp& This truss is designed to support vertical loads only. 'C trj This truss has not been designed to transfer lateral or � 1,0114E- .. O longitudinal forces.Sheathing or other bracing is required O y 19575 for any longitudinal(drag)forces.All horizontal and vertical , r diaphragms and connections shall be designed by the /' engineer of record.See Code section R602.10.6.2. ",� 11 6/2118 OREGON 1,0'141. rW. ' Renew,8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 003)357 US 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 bracingq installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANnyy 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 ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 .11 Job Number: 1116053 Ply: 1 SEQN:116940 /T31 /FLAT Cast:R R7175 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 MEMr_11 1111.5X3 1111.5X3 1'0"8 L 1'0"8 1'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/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 Des Ld: 42.00 HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 Mean Height:15.00 ft C Min BrgWidth Req1.5 NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Bearings D&C are a rigid surface. Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.016 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.008 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.012 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. CEO PROFS This truss is designed to support vertical loads only. ,(�i S'Si� This truss has not been designed to transfer lateral or %5 , G t N E . O longitudinal forces.Sheathing or other bracing is required 19575 y for any longitudinal(drag)forces.All horizontal and vertical 9 diaphragms and connections shall be designed by the AO'r engineer of record.See Code section R602.10.6.2. i 6/2118 OREGON Renews 6/30/2019 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357-2118-2OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503) Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyrl attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face ofptruss 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 nW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proiessionaT engineering responsibility solely for the design shown. The suitbility and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 Gable Detail (I For Let-in Verticals Gable Truss Plate Sizes A out O Refer to appropriate Alpine gable detail for II minimum plate sizes for vertical studs. ,K. ,1 ,\ : +®Refer to Engineered truss design for peak, splice, web, and heel plates. Q ®If gable vertical plates overlap, use a ,: single plate that covers the total area of the overlapped plates to span the web. le r .Lii„,1.„ ,....„.„,......,.......„„d . • © Example. 2X4 I2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Rebnforcing © MemberMemmber / )X( EToe-Hall - Or - nd-nal 0 la To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply increaseneby lengthdeta (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, R•Id Sheathin• 7oenalled Nails. specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace I: 4 Nail 1 1 (4) toenails in the top and bottom chords. Reinforcing Member 'T' Relnf, 'T' Gable.T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase ., I wind load. 2x4 30 J ASCE 7-05 Gable Detail Drawings Example. 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' O.C. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'V Brace Length = 8' 7' A1803OENC101014, A2003OENC101014, A2003OEND103014, A2003OPED101014 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 Ceiling ��E0 PROpSS esVARNINCia READ AND FOLLDV ALL MITES ON THIS DRAWING C., /�G�NFF•ti 1.• REF LET-IN VERT weI PORTANTss FURNISH THIS DRAWING TO ALL CONTRACTORS DELUDING THE INSTALLERS. 47 v 19575. _r -17 Trusses require extreme care in fabricating,handling,stopping,Installing and bracing. Refer to and /4 1" DATE 10/01/14 //�\ follow the latest edition of SCSI CDudding Component Safety Information,by TPI aynd SBCAA)p for safety h Unless note ootherwractices prior to wfse,top h dorming s shae ll have properly attached ctions. Installers shall structuraovide l psheathingaand bottom per Schord . ice/ / e. shall have a properly attached rigid ceding. Locations shown for permanent lateral restraint of webs �'v ` f DRWG GBLLETIN1014 /T PIP f shall have bracing installed per SCSI sections 53,B7 or 310,as applicable. Apply plates to each face ' G� N ' /�,//I�I rl�l I�l�\`v'll of truss and position es shown above and on the Joint Details,unless noted otherwise. L V Refer to drawings 160A-z for standard plate positions. ^ OREGON Alpine, Inc.ne,a dvisn of ITV Budding Components Gray!Inshall not be responsible for anydeviation from V' AN IRWCOMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handing,shipping, 9,p`an.20,i9 ( MAX. TOT. LD. 60 PSF Installation L bracing of trusses. A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional OL p W•NV DUR. FAC. ANY engineering responsibility solely y far the design shamThe suitability and use of tfis drawing for any sbucbre is Die resporg6Slty of the Bilking Designer per ARSI/TPI I Sec.& 13389 Lakefront rwe Earth Gay,068045 For more information see this Job's general notes page and these web Rtes. Renews 613012019 MAX. SPACING 24.0' ALPINE.nw.alpineitw.cant TPI.www.tphstargl SBCA.www.sbcMdustry.orgl ICC.wwwiccsafe.arg STRONGBACK BRIDGING REC❑MMENDATI❑NS IN-All scab-on blocks shall be a minimum 2x4 BUTT BRIDGING STROTOGE HER NGBACK 'stress graded lumber," ` . All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' �`' 11.1105`III ►The purpose of strongback bridging is to 'p' ATTACH SCAB WITH IOd BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting In an overall increase in the SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS bridging,strongback g g° g, positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' O,C. (max.) NOTE: Details 1 and 2 are the preferred attachment methods 01.-The terms 'bridging' and "bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing" is an WEB W/ (3) 10d COMMON important structural requirement of any floor (0.148'x3') NAILS OR <4) 10d BOX/GUN or roof system, Refer to the Truss Design 1 +.- ' ' 28x3.0) NAILS / //�I� Drawing (TDD) for the bracing requirements for �� 1 ifi each individual truss component. 'Bridging,' ��� �� �� particularly 'strongback bridging' is a /.1111 I 11114 •• I`1�� recommendation for a truss system to help ........7\7.. I / control vibration. In addition to aidingin the fool. 'AD distribution of point loads between ad •scent \� truss, strongback bridging serves to reduce �/ 9 9 9 STRONGBACK BRIDGING 'bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps. Up to 10'None required 10'to 20'1 roe tat center of span) The performance of all floor systems are <2) 10d COMMON (0.148'x3,0') OR 20'to 30'2 roes 0 at each I/3 parhts), enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK, 30'to 0'3 rows a at each 1/4 pants) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. r 40' rows at 10 ac Pats) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) by Alpine. LOd COMMON (0.148'x3.0') NAILS For additional Information OR (4)10d BOX/GUN (0,128'x3.0') 4 regarding strongback NAILS. bridging, refer to BCSI (Building Component ` �' -""14%.7401/ Safety Information), c. a *11 of"AI /11111111.1111110. �� ► �I I/ \ ATTACH STROJGBACK 1411111111111111611. TO BOTTOM CHORD WITH <2) #10 - 3' SCREWS a,0 PROP STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES �c` INCSon .mommS READ AND FOLLOW ALL NOTES IN THIS BRAVING C� N`' F O2 TC LL PSF REF STRONGBACK TANTwe FURNISH THIS BRAVINGTIT ALL CCRI1RACIERS MUDDING THE INSTALLERS. ij/..-..-4., 19575 7 Trusses require extreme core in fabrlcatep,handling,shipping,installing and bracing. Refer to and r follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety TC DL PSF DATE 10/01/14 41164 , practices prior a perfornkg Mew functloru. Instillers shall provide tenporary ibradrq per BCSL unless noted ooerwiw,top tiara shall have properly attached struca'al sheeral and bottom chord // ^� BC DL PSF DRWG STRBRIBR1014 r shall have a properly attached rigid ceU,g. Locations whom for permanent lateral restraint of webs A P P N[ shall have bracing installed per BCS!sections 83.B7 or BM as applicable. Apply plates to each face IP/26/2018 A of truss and position as shown above and on the Joint Details,unless noted o wlw. BC LL PSF Refer to drawings 160A-Z for standard plate positions. OREGON AN RW COMPANY w ►w fou mto bWtnc?th i conforne.she aith nHsv tai ror"tr any dr ngfran Bn ' 0o v TOT, LD. PSF ' Installation II bracing of trusses. and�o n.20,19 A seal on this drawing or cover pogo li�stsii ggn this drawing,Indicates acceptance of profs RQ`D w-N� for respansba'ty solely for the S'e who.^ The:„tabusy and use of this drawingDUR, FAC. 1.00 13389 Lakefront Drive enY b r<> *y DUadkq Bwslgner per ANSI/TPI I Sect' Earth Clty,MO 63045 For more bvformatl n see tits Job's general notes page and these Web site. Renews 1/30/2019 ALPINE,.WW�olpaneitw.coni TPI,www.tpk,storgi SDC9,wmm.sbck,austrycrgi ICO www.lccsafearg SPACING Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 i 2x4Brace (1) 1x4 'L' Brace NI (1) 2x4 'L' Brace x (2) 2x4 'L' Brace CC (1) 2x6 'L' Brace 5 (2) 2x6 'L' Brace Rw Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S Spruce-Pine-Fir Hem-Fir F #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' kl / k2 Standard *2 Stud U S r #3 4' 7'7 ' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' k3 Stud *3 Standard Cf) O u F Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' rl Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Plnexlsil 0J #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' k3 *3 J SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud anStds Standard Standard #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' CU DFL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' cs Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group BI U #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir _ S P r #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' kl &k1Btr U HF Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' w O r Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Dou.las Fir-Larch Southern PlneSS* \ #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' ® #1 / SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' ' #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0'qD 1x4 Braces shall be SRB (Stress-Rated Board). Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' (]J .-1 sssFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d SPF #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: LD U H F Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O1 Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d SP #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. r-i D F L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm , Attach 'L' braces with 10d (0.128'x30' min) nails. T T About, rI able Truss Fi r) I a 31E For (1) 'L' brace' space nails at 2' o.c. F 18' end zones and 4p e betweenilstzones. Diagonal brace option, 31Eor (2) 'L' braces space malls at 3' o.c. T In 16' end zones and 6' o.c. between zones. vertical length may be Pi doubled when diagonal 18' A( 4 * 'L' bracing must be a minimum of 80X of web brace Is used. Connect L ± r� member length. diagonal brace for 335# I 'L' a at each end. Max web Br ce :� Gable Vertical Plate Sizes total length is 14'. �� 31E 31E a Vertical Length No Splice 2x4 -L *2 or a Less than 4' 0' 1X4 or 2X3 better diagonal r : Greater than 4' 0', but 2X4 less than 11' 6' Vertical length shown brace) single 18' or double cut O ;) Greater than 11' 6' 3X4 In table above. 45. + Refer to common truss design for (as shown) a.t L_ 1 p Ig upper end. 4 4 �■ �' peak, splice, and heel plates. 'I/ �/ / / / /ontlnuous Hear)• .e#. R GF. / / / __- - Connect diagona at '� oteaddressed 8by Building sDdetaBr for conditions midpoint of vertical web. Refer to chart above for _ ••I-) - 30', gth. w wVARNDIIiss READ AND FDLLOV ALL NOTES ON THIS IBtAVDMB C./ N REF ASCE7-10-GAB12015 sa11PORTANTss FURNISH THIS DRAWDIG TO ALL CONTRACTORS DICLUDDIG TIE INSTALLERS. 19575 _r Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and Pr DATE 10/01/14 follow the latest'cation of BCSI CBuldig Component Safety Information,by TPI and SIICA)for safety /t Unless:no prior to slse,t p these functions. [perly t shall protide temporaryy ng amp per BCSL Unless noted otherwise top chord shau have properly *Nam fo structural lateral and button webs 4� DRWG A12015ENC101014 wn shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs A up=g r 'E shall have bracing installed per also sections g3,B7 or Big,as applicable. Apply plates to each face 1 6/ 1 I\`JI of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 1600-z for standard plate positions. ^ OREGON Alpine,a division of ITV Building Components Group Inc shall not be responsible for any deviation from G AN flW MMANY this drahg,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, -7p. `an.20.JO' r MAX. TOT. LD. 60 PSF Installation s bracing of trusses. w� A seal on*Nis drawing or cover page llsT 11 this drag,indicates acceptance of professional OLD W.`, ere> aeln solely far tin deslOn shown. Des a1sr per and use of this b'nwYg 7B 13389 Lakefront Drive for any b Me responsWlty of Rix BUBtinp Designer per MKT/TPI 1 SeeE. Earth City,MO 63045 For more information see this Job's general notes page and these web sites. Renews 6/30/2019 MAX. SPACING 24,0' ALPINE,wwwalpineite.com)TPI.www.tpinst.orgi SBCM www.sbcYMustry.orgl ICO miccsafearg Commentary: Deflection and Camber Camber may be built into trusses to compensate L = Span of' Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the following advantages: Recommended Truss Deflection Limits • Helps to ensure level ceilings and floors after dead toads are applied. Truss Type LI/ Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses, Trusses • Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses • Avoids 'dips' in roof ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. In accordance with ANSI/TPI 1 the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration. Flat Roof Trusses (0.25 x Deflection from Live Load) + (1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or Note: The actual dead load may be considerably less than codes may exist that require exceeding these the design dead load, recommendations, or past experience may warrant using more stringent limitations. ��0EO PROFS i BmvaRTAhlra s DRAWsesVARNIN3wm READ ING TOL v"" SON THIS BRAVING!„�usT„u�Rs 0 4,NGtNCFA 02 REF DEFLEC/CAMB Trusses requine extreme care h fabrlcaWg,handling,shipping,hstalU g and brach Refer to and 19575 follow the Infest edtion of HCS[CBuldhp Component Safety Information,by WI and SBCA)for safety - %t DATE 10/01/14 Z.- N practices pNar to perforwhg these fvictfonc. InstoUers shall provide temporary bracing per)CSL !/ Unless noted otherstse,top chord shall have properly attached structural sheou*,g and bottom aura / DRWG DEFLCAMB1014 shall hoc.a properly attached rigid ceiling. Locations shown for permanent interni restraint of webs ALPIIIIE shall have bracing installed per NMI sections 83,87 or BIO,as applicable. Apply plates to each face s a� hl�\hh of truss and position as shown above and on the Joint Details,unless noted otherwise. u \VVI Refer to drawings IsoA-z for standard plate positions. 0 OREGON , Alpine,a dNsbn of ITV BAdnp components G'oup Inc chill not be responsible for any d v�nfran .!) "yn.zo,990b 'f AN RWO�AAPMNY Ins A-aikq,any failure to build the truss h conformance dth ANSI/TPI I,or for handjn, 7 Installation I bracing of trusses. AS er AA seal on this drawing or cover pap listing tNs*-o*g,I dcates acceptance of professional fee ifs r,ci rerespa'llr 1ty so4ly for the desgn shown The suftebulty end tm of tl. dracYg OCD W 13389 Lakefront Drive e^ hi the rfspOrebliCy of the WHIM Designer`per ANSI/TPI I Sect Earth Crty,MO 63045 for more information see this Job's general notes page and thew web sites Renews 6/30/2019 -, ALPINE,ewwalpneiteconl WI.wew.tpbstorgl SBCM eww.sbchdustry.orgi ICC. w .a wsjccsaferg ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C . Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof' diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top] Continuous roof' sheathing Botl Continuous ceiling diaphragm H Greater than 7'6' to 12'0' max; provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof' diaphragm every 4'0' (see detail below or for lumber, plates, and other Information not shown refer to DRWG A12030ENC101014), on this detail. X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3',min) nails, to stiffback with 10d box or gun (0.128' x 3', min.) nails @ 6' o,c, I I N I •, 01 dr 2X4 Blocking nailed to 45° sheathing and lir' each truss itleLPhil .I=THMII_I_I_I_I ® — —i— — — —iimTi211= 2X4 DF-L #2 • H/2 or better diagonal brace. Attach each end ) li Lill for 560#, I I I I I Ilb.1 ■ ihillli\ x x t /iiiimmim■�■ momiam■m■�NE ■ ■ \\ ontinuous Bearing i s i — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0,123' X 3', min.) nails, ,��RE0 PROFFSS, swVAR l? READ AND MUM,ALL WOES a THIS ERA I I e 11+1 rF �O .me'uRTARTRI Fi 4ISH THIS DRAWING TO ALL COTTRACTORS INCLUDING THE INSTALLERS. 4, 19575., REF GE WHALER Trusses require extreme care in fabricating,handling.d 1ppip,Installing and bracing. Refer to and //�\ folio.the latest titian of HCSI(Building Component Safety Information,by TPI and sgcAl for safety ' rr DATE 10/01/14 / \ Unless ns prior to otherwise,performing these chord shafunctions. Installers shall provide temporary bracing per BCSL i / I/ properly attached structural when and bottom chord A. DRWG GABRST101014 ., shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of websAILIP 11/26/2018 i shalt h°ve brncoq h,ass per HCSL sand on t3,97 or;eta w.Les°ble. Apply pl°tes to each face ['Kim of truss and position as sheen above and on tiny.but Detolls,unless rated otheMse. Refer to drawings 160A-z for standard plate positions OREGON Alpine,n dMslon of ITV Huidhp Lonponents Group Inc shall not be responsible for any deviation from v AN ITW MPA) this drarip,any fa;l IT to b. the truss h confor.ance with AHSVTPI I,or for hanaung,shbping, o., 0 installation I bracing of trusses. 91QO zD �9 N� MAX, TOT. LD, 60 PSF A seal on this drawing v cover ape listing this dra.hg,Indcates acceptance of professi al for any s re. alit rest ility shodn The s ai.Ity and .of this dra.hg D W 13369 Lakefront Dove far any structv'e bi refporsbHlty Of Building Designer per ANSI/TPI 1 Sect' Earth City,MO 63045 for more infix-nation see this Job's general notes page end these web sites. Renews 6/30/2019 ALPDE.....alpinelt..comi WI.eee.tphst.orgl SHCM ww.sbcindustry.crg,ICC..wxcsafearg MAX. SPACING i