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Plans (288) co 0 oin z --, 3S332i8 A11I9 :Rq pau6 i sap z oo W LL u94-sow :SS3800b m -4 o o 4so1 uoo13 S88Z episund : •osa0 0 --i m EA089 IS32iOd 2181dd :uawo4sn0 --' m �RRER OF BERM FOR GRAND FIREPLE QYl _ _ _ _ _ y _ . — AC f' .ZS { T 5r` .. _ 39H T „ . m__.-- _____, .. ._ . . ed —I Ir CD Cr CC 1— O U) O =0W00 J(!)I-J X ___LL(n2LL rj ,.• D �_ N— 1-D �C� �\ MI-11 CD O O❑ 0 WWII-+ x TW a F-0 LD .cn T •Lu o) ix R m w �omu_ CD 2 r x >- D m 0 OWWU) x -- W Y22 x _ -_ I- I- 2 Z 0 CD U ” E W Z •Zt+ L( \ '' x U r M01-13 d _� u1- W m, CO Z 0000 't 1 'D ---i 0 _IMY W ..Z.E CD_ CU i _ —al CC 7I Q _I L7=7 — t m C x -.- COin CC ± k / cIP .9.5 I •.9.SE {l- •9— •S H .ZS i ADJUST THE B SPACING SO IT DOES NOT INTERFER WITH THE TOILET HERE • NOISIAIO ONlalifl9 aiIVJIl JO A110 6102 g g 2JbW ®2A •.--\- -1v'3) '� S n „cog()PROFS GINE 'O 19575 � 9 f Alpine,an ITW Company // 8351 Rovana Circle Sacramento,CA 95828 11/26/2018 ALPINE- AN Phone:(800)877-3678(916)387-0116 OREGON 2e.19m° ITWCOMPANY Fax:(916)387-1110 IQ (G sacseals@itwbcg.com Renews 6/90/2019 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#: 1Wfl71750001 Wind Standard: NA Roof Load(pdf): None Wind Speed(mph): 0 Floor Load(psf): 40.00-10.00-0.00-7.00 This package contains general notes pages,29 truss drawing(s)and 5 detail(s). item Seal# Truss Item Seal# Truss 1 298.18.0802.52938 B 2 298.18.0802.53358 BGE 3 298.18.0802.53188 D 4 298.18.0802.52967 I 5 298.18.0802.53359 J 6 298.18.0802.53419 JGE 7 298.18.0802.53435 HGE 8 298.18.0802.53389 H 9 298.18.0802.54293 G 10 298.18.0802.52969 E 11 298.18.0802.53202 A 12 298.18.0802.53515 AGE 13 298.18.0802.53249 F 14 298.18.0802.53420 Z 15 298.18.0802.52939 M1 16 298.18.0802.53186 M 17 298.18.0802.53561 X 18 298.18.0802.53248 BPX 19 298.18.1647.02000 LG 20 298.18.0802.52968 KG 21 298.18.0802.53187 RT3 22 298.18.0802.53342 RT9 23 298.18.0802.52937 RT6 .298.18.0802.53374 _ RT1p�T_ 1A 25 298.18.0802.52940 RT7 26 298.18.0802.53514 RT4 27 298.18.0802.53530 BP1 28 298.18.0802.53545 BP2 29 298.18.0802.53232 BP3 Printed 10/26/2018 9:08:30 AM r T 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 areTor the permanentlateraf support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing,wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orq. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL= Bottom Chord standard design Dead Load in pounds per square foot. BCLL= Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL,TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL)=maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL)= maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL= additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. U#= 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.afandoa.orq. 2. ICC: International Code Council;www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043;www.aloineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719;www.sbcindustrv.co Page 2 of 2 T s Job Number: 1116053 Ply: 1 SEQN:34202 / T22 /SY42 Gust:RR7175 JRef: 1 WfI71(50001 ' 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" I 24'0"I4 29" 22'11" 1'1"4 2'6"—I 2'6"12—4---2'6"12—4--2'6"12---F--22"--ice 2'7"8--I 2'6"12# 2'6"12--I--2'6"12—I (TYP) W=3X5 =4X8 =3X3 =3X7 =4X12 =3X5 =3X5 A B C D E F G H I T2 J K L M 1 yv1 V U T S R 19Q P O N =3X7 =3X10 =3X5 =4X12 =W=3X5 =4X12 =3X5 r 20'2"12 1- 6'6"8 1 26'9"4 -H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.320 F 759 480 W 1061 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.541 F 449 360 Q 1945 /- /- /- /- /3.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.058 B - - N 276 /202 /- /- /- /3.7 EXP:NA HORZ(TL):0.097 B - - W Min Brg Width Req= 1.3 Des Ld: 57.00 Mean Height:NA ft NCBCLL:10.00Code 1 Misc Criteria Creep Factor:1.5 Q Min Brg Width Req= 1.3 TCDL:NA psf N Min Brg Width Req= 1.3 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.884 Bearings W,Q,&N are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.968 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.909 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:10(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 B-C 0-2943 G-H 0 -2256 Lumber C-0 0-2943 H-I 0 -2256 Top chord 4x2 HF#2:T2 4x2 HF#1&Bet.: D-E 0-3588 I-J 1605 0 Bot chord 4x2 HF#2 E-F 0-3588 J-K 1605 0 Webs 4x2 DF-L Std/Stud F-G 0-3588 K-L 614 -229 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading W-V 1767 0 R-Q 723 0 Bottom chord checked for 10.00 psf non-concurrent V-U 3512 0 Q-P 225 -624 bottom chord live load applied per IRC-12 section U-T 3198 0 P-O 229 -614 301.5. T-S 3198 0 O-N 230 -606 S-R 723 0 Deflection Calculated vertical deflection is 0.31"due to live load Maximum Web Forces Per Ply(lbs) and 0.22"due to dead load at X=10-3-12. See detail DEFLCAMB1014 for camber recommendations. Webs Tens.Comp. Webs Tens. Comp. _ - ---- -----_ W-B 0-1994. S-I - 1789 0 Additional Notes O PROFS B-V 1336 0 I-Q 0 -2338 +2x6 continuous strongback.See detail SLE �' V-D 0 -645 Q-K 0 -1304 STRBRIBR1014 for bracing and bridging '� tee U-G 501 0 L-N 684 -260 recommendations. O�5 aG(N FFA OZ G-S 0-1108 Deflection estimate assumes composite action with 19575 9 single layer of the appropriate span rated glue-nailed %, wood sheathing. , Negative reaction(s)of-202#MAX.from a non-wind i- load case requires uplift connection.See Maximum I 6/2118 Reactions. OREGON Truss must be installed as shown with top chord up. gb 20,19 'r' 9-0L . N� 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.Box 468 Trusses require extreme care in fabricating,handling,shipping,installin and bracing..Refer to and follow the latest edition of SCSI(BuildingCO3)357 US OR 97113 q g g p (503)357-2116 Ext Component Safety Information,by TPI ana SBCA)Mr practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properylr y attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (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 mom/cower( truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracmom/cower(ng of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of pro-fessionai engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 N -r r —.} Job Number: 1116053 Ply: 1 SEQN:34204 / T13 /SY42 Cust:RR7175 JRef:1 Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53358 Truss Label: BGE BFR / GWH 10/25/2018 L.1'4"12 I 1'4„ (TYP) H A =W=3X5 -- J - - - - - T16 V Zo ;=i S T z t *tt: Z t Ne z i Jt . . _ . , . , 4-8 AS //./ /////// // / //----->///// /x 3X5(**) =3X5('*) =3X5(*') =3X5(**) =3X5('*) =3X5(**) (•A3X5(**) --3X5(**) --3X5(**) 3X5(**)(I) =3X5(**) =3X5(**) =3X5(**) =3X5(**) -3X5W-)3X5E 3X5(**) =3X5(**) =3X5(**) 3X5(**) r 26'9"4 1 I 2674 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# 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): AS'131 /- /- /- /- /216 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA :VERT TL 0.000 B 999 360 Category:NA VERT(TL): AE*130 /- /- /- /- /105 BCDL: 7.00 Snow Duration:NA HORZ(LL):-0.000 AS - - AS Min Brg Width Req= - EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):-0.000 AS - - AE Min Brg Width Req= NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.1.5 Bearings AS&AE are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.028 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.059 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 4x2 HF#2:T16 4x2 HF#1&Bet.: Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. (**)19 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent 'c� 301.5. ,,„ PROp&s� bottom chord live load applied per IRC-12 section 0GINE /O Additional Notes G 19576 �� W. .,1__ -- ._-.__ �_. __ _ _ 4- - a+- f ert...thtaoas strungt act.-SueTIT _ _ --- - _ - ,-'� ' _ STRBRIBR1014 for bracing and bridging �' i-� recommendations. 1/ 6/21 8 Deflection estimate assumes composite action with OREGON single layer of the appropriate span rated glue-nailed v wood sheathing. TAN"en.20,19° G f Truss must be installed as shown with top chord up. QC s Renews 8/8012019 *`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.Box488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 15 � �IZS18 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporaryExt bracing per BCSI.Unless noted 00herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group gInc.pshalll not be responsible for any deviation from this drawing,any failure to build the u,mvmswnnr listing this drawing,e indicates ANSI/TPI or hof dpbro-fessionaf'enginleerin responsibility solely for the deigdrawing s owgnor. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 S-ec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.ipinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 T 1 Job Number: 1116053 Ply: 1 SEQN:11608 / T9 / SY42 Cust:RR7175 JRef: 1 Wf171 507 001 ' Rvrside 2885 Floor Master Qty: 13 FROM:BB DrwNo: 298.18.0802.53188 Truss Label: D / GWH 10/25/2018 13 ,13112 241"4 13' g 1 10'4"8 I—2'6" H 2'6"12 12'6"12---I 2'6"12--I--2'6"12---H 2'6"12—I—2'6"12 -I 2'6"12--I (TYP) =3X10 =3X5 =3X3 3X5 =W=3X5 =3X10 A B C D E F G H I J K L 1 T9 S R Q B2 P 0 N M =3X7 3X10 3X5 =3X5 =3X10 =3X7 W=H0312 A 24'1"4 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.488 F 592 480 T 916 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.799 F 361 360 M 916 /- I- /- /- /3.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.077 B - - T Min Brg Width Req= 1.3 EXP:NA HORZ(TL):0.125 B M Min Brg Width Req= 1.3 Des Ld: 57.00 Mean Height:NA ft NCBCLL:10.00Code 1 Misc Criteria Creep Factor:1.5 Bearings T&M are a rigid surface. TCDL:NA psf BldgCode: IRC 2012 Max TC CSI: 0.655 Soffit: 2.00n: BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.888 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.676 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 D-E 0-3961 I-J 0 -2743 Lumber E-F 0-3961 J-K 0 -2743 Top chord 4x2 HF#2 F-G 0-3968 Bot chord 4x2 HF#2:B2 4x2 HF#1&Bet.: Webs 4x2 DF-L Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. T-S 1574 0 P-O 3968 0 S-R 3512 0 O-N 3515 0 Loading R-Q 3512 0 N-M 1573 0 Bottom chord checked for 10.00 psf non-concurrent 0-P 3971 0 live load. Maximum Web Forces Per Ply(lbs) Deflection Webs Tens.Comp. Webs Tens. Comp. Calculated vertical deflection is 0.49"due to live load 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 S-D 0 -869 N-K 1328 0 Addhional Notes D-Q 510 0 K-M 0 -1776 +2x6 continuous strongback.See detail ��ep PROF& STRBRIBR1014 for bracing and bridging s recommendations. O`GJ4 0GINet� s'O,t Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed 19575 7f wood sheathing. /r Truss must be installed as shown with top chord up. e/ .� 1/ 6/21 8 OREGON Renews 8190/2019 **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 installing,and bracing. Refer to and follow the latest edition of SCSI(BuildingCO3)357 US OR 97113 Component SafetyytInor carojnfyTPIandg handling,shipping,a (503)357-2118 Ext Information,by TPI and SBCA)fosafety 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,B7 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,wnwCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suit-ability 8351 and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 83Sa51 Rovana,C Circle 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq ` Job Number: 1116053 Ply: 1 SEQN:11616 / T16 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.52967 Truss Label: I BFR / GWH 10/25/2018 7'10"8 1 9'6"10 I 17'5"2 7'10"8 1'8 2 7'10"8 I-- " •I 2'6"12 -{ 2'692—H H---2'6"12.— I 2'6"12--I (TYP) 1112X4 =3X10 111204 883X5 883X5 1112X4 =3X10 1112X4 T _>,,),. ,,. ., .„._ io NO M L K J I 3X7 =3X10 1112X4 1I12X4 =3X10 =3X7 I" 1752 1 I- 17'5"2 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA LL VERT : 0.233 L 897 480 VERT(LL): N 993 /- /- /- /- /3.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.404 L 517 360 I 993 /- /- /- /- /- BCDL: 7.00 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 tomes less than 375# Maximum Top C Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.606 mp. Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-2686 E-F 0 -2686 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2686 F-G 0 -2686 Lumber D-E 0-3130 Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1634 0 K-J 3129 0 M-L 3129 0 J-I 1634 0 Bottom chord checked for 10.00 psf non-concurrent L-K 3130 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Deflection Webs Tens.Comp. Webs Tens. Comp. Calculated vertical deflection is 0.19"due to live load N-B 0-1845 E-J 0 -723 and 0.22"due to dead load at X=7-9-12. See detail B-M 1193 0 J-G 1193 0 DEFLCAMB1014 for camber recommendations. M-D 0 -723 G-I 0 -1845 Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with ��EO PROFS single layer of the appropriate span rated glue-nailed y*( (� S� wood sheathing. NO F6.� Oy Truss must be installed as shown with top chord up. O 10575 •(. 4,__—_---- _-- — — _ a_._ __ 11 6/2118 OREGON 9 Ven.20,19' tt'* 9-01 , *w Renews 6/80/2019 ""WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applates to each face otptruss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,r,,,, ,, truss in conformance with ANSI/TRI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of pro-tessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 -r • Job Number: 1116053 Ply: 1 SEQN:11618 / T15 /SY42 Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53359 Truss Label: J BFR / GWH 10/25/2018 7108 I 98 1768 7'10"8 1'9 8 7'10•'8 2'6" -1 2'6"12 I 2.6"12---I F-2'6"12 I 2.6"12--1 (TYP) II 12X4 =3X10 1112X4 -3Xp5 =3EX5 1112 X4 -3 G 0 I II2 H4 T j / - ` + --1., ,,_,,,,, ,L_ io 3X7 =3X 10 1112X4 1112X4 =3X10 =3X7 1 A- 17'6"8 i �- 17'6••8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.238 L 883 480 N 1000 /- /- /- /- /3.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.426 L 494 360 I 1000 /- /- /- /- /1.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 I - - N Min Brg Width Req= 1.3 Des Ld: 57.00 EXP:NA HORZ(TL):0.082 B - - I Min Brg Width Req= 1.3 Mean Height:NA ft Code 1 Misc Criteria Creep Factor:1.5 Bearings N&I are a rigid surface. NCBCLL:10.00 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.638 TPI Std:2007 Max BC CSI: 0.995 Members not listed have forces less than 375# Load Duration:1.00 MW FRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.613 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 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. N-M 1647 0 K-J 3167 0 Loading M-L 3167 0 J-I 1647 0 Bottom chord checked for 10.00 psf non-concurrent L-K 3168 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Deflection Webs Tens.Comp. Webs Tens. Comp. Calculated vertical deflection is 0.20"due to live load N-B 0-1859 E-J 0 -744 and 0.23"due to dead load at X=7-9-12. See detail B-M 1207 0 J-G 1207 0 DEFLCAMB1014 for camber recommendations. M-D 0 -744 G-I 0 -1859 Additional Notes +2x6 continuous strongback.See detail 'STRBRlBR1014 for bracing and bridging _commendations: — Deflection estimate assumes composite action with ep PROp& single layer of the appropriate span rated glue-nailed •I'ik Ss wood sheathing. `GJ �G%NF /O Truss must be installed as shown with top chord up. 0lS7B 4 - 19 Ar 4011ff 1, 6/21 8 OREGON Renews 6/3012019 "WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face 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 ON MN mn+sAm 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 proressronal engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 5-ec.2. Sacramento,CA 95828 For mom information see this job's general notes pane and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq V Job Number: 1116053 Ply: 1 SEQN:102955 /T17 /SY42 Cust:RR7175 JRef:1W671750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53419 Truss Label: JGE BFR / GWH 10/25/2018 f 1'2"8--I I—y" A C Io o _11 co c E 3X5 ==-3X5 3X5(**)(I) 2'4" -{ 2'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT LL: 0.000 B 999 480 Enclosure:NA ( ) G* 131 r- /- /- /' /28.0 BCLL: 0.00 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 I Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.144 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.010 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI:0.029 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Provide for complete drainage of roof. EO PROF Truss must be installed as shown with top chord up. �((�,F` rr. iS' �S _.. *' 4PAI 11 6/2118 OREGON 9,Qo�.20,0) • Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building 0031US 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 propeAy attacher]rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing ins-Called per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE NE 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+nwmMwrr truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prOfessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:102959 /T10 /SY42 Cust:RR7175 JRef:1 Wfl71750001 a Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53435 Truss Label: HGE BFR / GWH 10/25/2018 1' " 1"8122I 22'9"8 ,23'5"12 26'9"4 Yj"8 21'5"8 8 3'3"8 H-1_'4"12 ?4"12-1,4„-. (TYP) EW=3X5 T16 A H T T J r--�' ' _ i _ q 7---7 -1:1 i 7 ,I—IC io ti I 1 1,1 r1 1_1 111 1JJJ 1,1 1 I 1i11 1 1 LA 1I _I I I 1 Ili �� _ 8 1 AO. -�- / �11////�,, �- �� ‘..r''''./'>1�//� 1 A 3X5(") =3X5(") =3X5('*) =3X5("') =3X5(**) =3X5("`) =3X5("") =3X5(""") =3X5(**)(1) =3X5(") =3X5('*) =3X5("") =3X5("") 3X5('*) —3X5_(:)3X5 _—3X5('") =3X5(**) 1 26'9"4 "i 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/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 AO"131 /- /- /- /- /216 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 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 Brg Width Req= - Des Ld: 57.00 Mean Height NA ft Bearings AO&AA are a rigid surface. NCBCLL:10.00 TCDL:NA psf Code 1 Misc Criteria Creep Factor:1.5 9 9 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.030 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.037 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 4x2 HF#2:T16 4x2 HF#1&Bet.: Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Plating Notes All plates are 2X4 except as noted. (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. ("")17 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 30t:5 Additional Notes •5 D PROF. +2x6 continuous strongback.See detail '� G E! �`ySAN i0y STRBRIBR1014 for bracing and bridging ,clN `` 41 recommendations. 19675 9 Deflection estimate assumes composite action with 11, single layer of the appropriate span rated glue-nailed �- wood sheathing. Truss must be installed as shown with top chord up. 1 i 6/21 8 OREGON Bracing „ v Fasten rated sheathing to one face of this frame. 14,n.20.19 �� . Renew 6/30/2019 ""WARNING"”' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlino'shipping,installin and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 113 ComponenfSafety Information,by TPI and SBCA)fr safety practices prior toperformingthese 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 Join5 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 innwmMr,wr 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-fessionai engineering responsibility solely for the design shown. The suitability Rovana and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.2. 8351Sac1aRoyan C Circle 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq 1 q s Job Number: 1116053 Ply: 1 SEAN:11711 / T7 / SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.53389 Truss Label: H BFR / GWH 10/25/2018 710"8 183 136 7'10"8 4' 5'3" H -----2'6" 1 2'6"12 I 2'6"12--i I----2'6"12-I (TYP) 1111.5X3 1111.5X3 =3X7 1111.5X3 =3X3 =3X7 1111.5X3 A BC D E F G T - - - - _. 1 L1 K J I H 3X5 =3X7 =3X5 =3X5 III 1.5X3 A 13'6" A I' 13'6" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA LL VERT : 0.101 D 999 480 VERT(LL): L 769 /- /- /- /- /1.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.165 D 980 360 H 769 /- /- /- /- /1.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 H - - L Min Brg Width Req= 1.3 EXP:NA Des Ld: 57.00 HORZ(TL):0.037 H - - H Min Brg Width Req= 1.3 NCBCLL:10.00 Mean Height NA ft Code/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 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.651 Members not listed have fortes less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.369 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-1848 D-E 0 -1843 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 C-D 0-1848 E-F 0 -1835 Lumber Top chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 DF-L Std/Stud L-K 1209 0 J-I 1843 0 Loading K-J 1849 0 I-H 1214 0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Additional Notes L-B 0-1364 I-F 709 0 B-K 726 0 F-H 0 -1371 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. �`y �1 PROFce O P , 4111111 A ° i i 6/2118 OREGON Renews 6/3012015 "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 dgid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .NIIWmMeWr truss in conformance with ANSI/1-P1 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 deli n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgac.2. 8351 Ravens 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 t 1 Job Number: 1116053 Ply: 1 SEQN:154038 /T2 / SY42 Cost:RR7175 JRef: 1 Wf171750001 ' Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.54293 Truss Label: G BFR / GWH 10/25/2018 5'3" 4'8 23'0"4 5'3" 11"8 17'7"12 2'6" -1 2'6"12--H H-21"---{--2'6"12--I 2'6"12 2,6"12�-.—2,6"12--I (TYP) 3X5 =3X5 -- 3X7 =W=3X5 =3X3 =3X5 A B CD E F G H I J K L T io T3X5 =3X3 5X5 = = W=33X5 3X10 =3X7 =3X3 3X5= 1 10,2" 1 12'10"4 1 1 23'0"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/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 /- /- /- /- /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 /- /- /- /- /- Des Ld: 57.00 EXP:NA HORZ(TL):0.024 M - - T Min Brg Width Req= 1.3 Mean Height:NA ft Code 1 Misc Criteria Creep Factor:1.5 P Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf - Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.645 M Min Brg Width Req= BCDL:NA psf Bearings T&P are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.457 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 B-C 124 -776 G-H 0 -1165 Lumber C-D 130 -775 H-I 0 -1165 Top chord 4x2 HF#2 D-E 139 -764 I-J 0 -1165 Bot chord 4x2 HF#2 E-F 1075 0 J-K 0 -1349 Webs 4x2 DF-L Std/Stud F-G 1075 0 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading T-S 687 0 P-0 409 -165 Bottom chord checked for 10.00 psf non-concurrent S-R 775 -130 O-N 1362 0 bottom chord live load applied per IRC-12 section R-Q 377 -436 N-M 967 0 301.5. Q-P 377 -436 Additional Notes back.See detail Maximum Web Forces Per Ply(lbs) +2x6 continuous strongback. Webs Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging recommendations. T-B 0 -776 G-O 923 0 Deflection estimate assumes composite action with — _.. — -R--E --...619- 0 N—K- 436_ _ .0 single layer of the appropriate span rated glue-nailedE-P 0-1175 K-M 0 -1091 cowood sheathing. �� PROFss P-G 0-1444 Truss must be installed as shown with top chord up. 0•, �G(N F � �Oy 19575 7 Ar 1 i 6/2118 OREGON v '9 `en.20,i900 ,r 'VAN 11111.I "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.0.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357 US OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proprly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicabe. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE L drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN OW 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 proessional engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 • r Job Number: 1116053 Ply: 1 SEQN:11594/ 14 / SY42 Cust:R R7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 9 FROM:BB DrwNo: 298.18.0802.52969 Truss Label: E BFR / GWH 10/25/2018 7'10"8 18'41"8 16'3" 7'10"8 6" 7'10"8 F-2'6"---I-2'6"12 -I 2'6"12- -I I-2'6"12--.4--2'6"12--1 (TYP) 1112X4 =3X10 1112X4 =3X3 3X3 1112X4 =3X10 1112X4 A B C D E F G H T 1 /4_, \,_.\ - _.--" � . 1 K N M L K J §I =3X7 =3X10 1I12X4 =3X10 =3X7 1112X4 r 16'3" i F 16'3" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pt NA Ce:NA VERT(LL): 0.185 L 999 480 N 926 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.302 L 644 360 I 926 /- /- /- /- /2.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 I - - N Min Brg Width Req= - EXP:NA Des Ld: 57.00 HORZ(TL):0.064 I - - I Min Brg Width Req= 1.3 Mean Height NA ft NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 Bearing I is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.373 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.773 Members not listed have forces less than 375# Rep Factors Used:Yes Max Web CSI:0.535 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2434 E-F 0 -2434 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2434 F-G 0 -2434 D-E 0-2748 Lumber Top chord 4x2 HF#2 Maximum Bot Chord Forces Per PI lbs Bot chord 4x2 HF#2 Y(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1507 0 K-J 2748 0 M-L 2748 0 J-I 1507 0 Bottom chord checked for 10.00 psf non-concurrent L-K 2748 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail N-B 0-1701 J-G 1053 0 STRBRIBR1014 for bracing and bridging B-M 1053 0 G-I 0 -1701 recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. O`��eikt PROpcs O _ .. ---, AdirAP' 1 i 6/21 8 OREGON 9 `+n.20.19 v Rp& ! "N� Renew.6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)tbsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to 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 ,,,,,r,,,m,,q,,,,. 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 proressionai 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 ANSIfTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 t Job Number: 1116053 Ply: 1 SEQN:112564 /T3 / SY42 Cust:RR7175 JRef:1 Wf171750001 ' Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53202 Truss Label: A BFR / GWH 10/25/2018 53" �" 81" 5'3" 2'9" I-2'6" 1 2'6"12-,-{ (TYP) 1111.5X3 III 1.5X3 '-..=--3X5 -.--3X5 III 1.5X3 AB CD E T - - 1-6 X I H G F 3X5 ----3X3 II 1 5X3 =3X5 r 81" i I- 81" I LoadingCriteria ♦Maximum Reactions lbs (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria 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 H 999 480 I 461 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.036 H 999 360 F 461 /- /- /- /- /2.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 F - - I Min Brg Width Req= - EXP:NA 9 HORZ TL:0.010 F - - F Min BrgWidth Req1.3 Des Ld: 57.00 Mean Height:NA ft ( ) NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 Bearing F is a rigid surface. TCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.445 Soffit: 2.00 BCDL:NA psf TPI Std:2007 Max BC CSI: 0.454 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NAMaximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.199 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0 -666 C-D 0 -663 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 HF#2 I-H 625 0 G-F 664 0 Webs 4x2 DF-L Std/Stud H-G 663 0 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-12 section 301.5. I-B 0 -706 D-F 0 -750 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. PROp 0 aG t hi e . 'GZ G 19575 y �r /- . I i 6/21 8 OREGON ft,/ 9AO` ,9 ,946 V Renews 6/30/2019 "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building 0OR 97113 Component Safety Information,by TPI and SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary (5003)3)3357US 57-2118 Ext bracing per SCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a grope/1y attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. (refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the N ryy COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci ,y ng of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of proYessionaf engineering responsibility solely for the desi n shown. The suitability 8351 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 83Sa51a Rovana C Circle 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org --w Job Number: 1116053 Ply: 1 SEQN:24802 / T14 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53515 Truss Label: AGE BFR / GWH 10/25/2018 H 1'4"12-+— 1'4"---i (TYP) A G so 1 I i i i I I i i I I �_ 8 2X4 =2X4 3X5(**) 3X5(**) 3X5(**) =3X5(**) =3X5(**) 8'1" 8'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIJCSI 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 0* 131 /- /- /- /- /97.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 Cate o 0 Min Br NA g Width Req= - BCDL: 7.00 EXP Snow Duration:NA HORZ(LL):-0.000 0 - - Bearing 0 is a rigid surface. 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:15.02.000.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes 1EO PROFF Deflection estimate assumes composite action withfo .ai.(�G Ss single layer of the appropriate span rated glue-nailed �y �0 wood sheathing. %t 6/21 8 OREGON 1 "+n.20,l9e° r 0 R � . .0 Renew.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.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Componpent Safety Information,by TPI and SBCA)handling, safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2116 Ext attached per ceiling.Unless noted for poermanent lateral restraint of of webs shstructural ll hav b sheathing installed bottom sections B3,B7 or B1 , as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page """"mA°"" listing this drawingindicates acceptance of pro-fessronaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S-ec.2. 8351 Rovana Circle Sacramento,CA 95828 For mom information see this lob's general notes pane and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.or9 x Job Number: 1116053 Ply: 1 SEQN:350844 /T11 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53249 Truss Label: F BFR / GWH 10/25/2018 2'9" I 3'8 6'5" { 2'9" 11" 2'9" F- 2'6" H (TYP) III 1.5X3 - •"3X3 =3X3 1111.5X3 A B C D T I1 lo _ 4444444444%444% G F E III 1.5X3 III 1.5X3 =3X3 3X3 r 6'5" I- 6'5" 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): 0.022 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 /- /- /- /- /- Category:NA Snow Duration:NA HORZ(LL): 0.007 B - - H Min BrgWidth Req1.5 BCDL: 7.00 EXP:NA HORZ(TL):0.014 B E Min Brg Width Req= - Des Ld: 57.00 Mean Height:NA ft Bearing H is a rigid surface. NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 9 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 MW FRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.256 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.135 Chords Tens.Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0 -452 Wind Duration:NA WAVE VIEW Ver:15.01.016.0522.21 Maximum Bot Chord Forces Per Ply(lbs) Lumber 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 Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-12 section 301.5. H-B 0 -509 C-E 0 -509 Additional Notes Truss must be installed as shown with top chord up. C9�y� �GINFFAS-0 19575 "y %r 1i 6/21 8 OREGON 9ROi;0 ,+9 N�• Renews 6130/2019 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise to chord shall have properly attached structural sheathing9 and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of •webs shall have bracin ins3alled •per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. (2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AWN/COWAn( 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 p q siona engineering responsibility solely for the design shown. The suitability 8351 Rovana and use of this awing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. 8351 Rovan,C Circle 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineifw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org M i .. Job Number: 1116053 Ply: 1 SEQN:26319 / T28 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53420 Truss Label: Z BFR / GWH 10/25/2018 l---1'4"12--I 1'4"—{ (TYP) A E T L.,.I.... I 1 .................... I • • ••• ..�..-.-r. K FW (-, --2X4 m 2X4 3X5(**) =3X5('*) =3X5(**) 5'5"14 { F 5'5"14 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 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 Enclosure:NA ( ) G* 131 - /- /- /- /65.9 BCLL: 0.00 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. Des Ld: 57.00 EXP:NA HORZ(TL):-0.000 K NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Members not listed have forces less than 375# TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.164 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.029 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.066 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes �Ep PRO Deflection estimate assumes composite action with ,��G Ss single layer of the appropriate span rated glue-nailed si. �� wood sheathing. `- - "TIU55 roust—be nsranea as snows tNRfS top cfiordup. f: 411911t, 1i 6/2118 OREGON 9�O`.:o.1s��t_i/ Renews 8/90/2019�i **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component SafetyInformation,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nwCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAneal on this drawing or cover page listing this drawing,indicates acceptance of professronat 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 iob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbclndustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 4- Job Number: 1116053 Ply: 1 SEQN:24813 / T5 / SY42 Cust:RR7175 JRef:1 WfI71750001 s Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52939 Truss Label: M1 BFR / GWH 10/25/2018 III 1.5X3 III 1.5X3 III 1.5X3 III 1.5X3 A B C D T • •--.• I I I I I Ii.�i�1�.i•i AI• ti -M ■ I. ■-M-■A■ I H G F 3X3(**) =3X5(**) =3X3(**) III 1.5X3 III 1.5X3 =3X5( *) 1111.5x3 III 1.5X3 A 3'6"4 A F 3'6"4 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefliCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.018 B 999 480 I 201 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.029 B 999 360 F 201 /- /- /- I- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.003 D - - I Min Brg Width Req= - EXP:NA HORZ(TL):-0.005 D F Min Brg Width Req= Des Ld: 57.00 Mean Height:NA ft NCBCLL:10.00Code 1 Misc Criteria Creep Factor:1.5 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.153 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.169 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.859 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with �� .0 PROp single layer of the appropriate span rated glue-nailed ,� Ss' wood sheathing. 0. aGINEF O,L Truss must be installed as shown with top chord up. 19676 7 /- i 1/ 6/21 8 OREGON 1 Ilen 20 160 '1 Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusseinstalling and bracing.,Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 Component require Safety ytIn or care infabricating,TPI and handling shipping,a (503)357-2118 Ext Information,by TPI and SBCA)Mr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properllr y attached rigpid 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 Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANI1W 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 ororessionaf engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org I y e Job Number: 1116053 Ply: 1 SEQN:39505 / T19 /SY42 Cust: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 2 ��4 2'9" I3'4"17.8 2,9" 7"12 I"----218" -{ III 1.5X3 - 3X3 III 1.5X3 AB C T • -: 1 -lily -• :I1:. F E D 33LX3 III 1.5X3 III 1.5X3 • 3'6"4 1 3'6"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSl Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA :LL VERT -0.028 E 999 480 VERT(LL): F 95 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA 0.070 E TL VERT : 602 360 BCDL: 7.00 Category:NA VERT(TL): D 95 /- /- /- /- /- EXP:NA Snow Duration:NA HORZ(LL):-0.015 B - - F Min Brg Width Req= - Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.036 B - - D Min Brg Width Req= - NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.796 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. O`y��Ep PROFc6. / 6/2118 OREGON '9,Q�` 20 1s Nov 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 Componpent Safety Information,b TPI and SBCA)tosafety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per eiling.Locations s�howntfor permanent tlateral estrraintlofwebs shstructural ll hav bracinaggttinslalled bottom sections B3,/B7 or 1 , as applicable. Apply plates to each face otptruss and position as shown above and on the Joint�Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. A PL INE Alpine,a division of ITW BuildinciComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page """ "" listing this drawing,indicates acceptance of praessronaf engineering responsibility solely for the design shown. The sui£ability 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.org r JRvrsideob Number:2885 Floor 1116053Master Ply: 1 SEAN:26315/ T27 /SY42 Cust:RR7175 JRef:1Wf171750001 • Qty: 1 FROM:BB DrwNo: 298.18.0802.53561 BFR / GWH 10/25/2018 Truss Label: X 1111.5X3 1111.5X3 AB • i l ■�� m ao 1 ■ ■ E Fir D 2X4 =2X4 1111.5X3 1111.5X3 1'10"4—� I---- 1'10"4--{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 D* 114 /- I- /- 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 HORZ(TL):-0.000 E - - Des Ld: 57.00 Mean Height:NA ftMembers not listed have forces less than 375# NCBCLL:10.00 TCDL:NA psf Code 1 Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.245 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.038 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.146 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. firuswmust be installed as shown with top chord up: — „EO PROPS p �GtP4 p 19576 �' t 6/21 8 OREGON v 16 0.10 V4(`% Renews 6/3072019 **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 CORNELIUS OR 97113 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building (503)357-2118 Ext Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing ins -talled per BCSI sections B3,B7 or B10, as applicable. Applplates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,apy failure to build the AN nw COWANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of protessionaT engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. Sacramento,CA 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsate.orq . Job Number: 1116053 Ply: 1 SEQN:39508 / T25 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53248 Truss Label: BPX BFR / GWH 10/25/2018 III 1.5X3 III1.5X3 A 111284 III C4 D T,.... .._•_. i �I1 w2mii�ilmi H G F E 1112X4 1112X4 III 1.5X3 1111.5X3 I- 18"8 _I I- 1'8„8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA LL VERT :-0.024 C 855 480 VERT(LL): H 46 /379 /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):-0.040 C 510 360 E 46 /401 /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - H Min Brg Width Req= Des Ld: 57.00 EXP:NA HORZ(TL):0.002 D - - E Min Brg Width Req= NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria CreepFactor:1.5 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.947 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.563 Spacing:24.0” C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.311 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#1&Bet. Bat 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. �,.... PRopSS Negative reaction(s)of-401#MAX.from a non-wind �( ?Rh% load case requires uplift connection.See Maximum �yA Reactions. 0 F - - -- •Truss mus trelnst811eC as SITOWriT9111116p t mrcr U -_.__ — 1i 6/21 8 OREGON V Renews 613012019 "'WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.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 forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,r truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagefrW COMPANY listing this drawing,indicates acceptance of prooessionaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/I-PI 1 Sec.2. 8351 Rovana Circle For mom Information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 SEQN:210981 T6 FLAT Ply: 2 Job Number: 1116053 Cust:R7175 JRef:1Wf171t 750001 FROM:BB Qty: 1 Rvrside 2885 Floor Master DrwNo: 298.18.1647.02000 Truss Label: LG PBC / GWH 10/25/2018 5 5 2 Complete Trusses Required 3'5"10 6'9"9 10'4"10 13'11"10 _ 17'6"11 20'10"9 24'4"4 3'5"10 3'3"14 ` 3'7"1 3'7"1 I 3'7"1 I 3714 3710 6X8 =4X68[5] 1111.50X3 =3X511] =3X513] =3X5=3X518] =3X5120] =4X5 I T NM G H �_ �r� . -��,1, .-��14 .��_ �� IIIP a -� �� ■ �� _ - 1 • �. 1113X5 =5X7[4] 6X8[7]=SS0514 3X5[12] =3X5 = =14] =3X5[19] =3X5[21] 1111.5X3 1 24'4"4 3'5"10 3'3"14 3'7"1 3'7"1 37"1 3'3"14 3'5"10 3'5"10 I- 6'9"9 10'4"10 I 13'11"10 I 17'6"11 I 20'10"9 24'4"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI 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 Pt 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 1- I- /- I- I- BCDL: 7.00 Category:NA Snow Duration: - HORZ(LL): 0.078 A - - J 1296 I- I- I- I- I- EXP:NAKzt:NA HORZ(TL):0.180 A R Brg Width=5.5 Min Req= 1.6 Des Ld: 57.00 Mean Height:NA ft NCBCLL:0.00Code 1 Misc Criteria Creep Factor:2.0 J Brg Width=3.7 Min Req= 1.5 TCDL:NA psf Bearings R&J are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: Custom Max TC CSI: 0.861 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.779 Maximum Top Chord Forces Per Ply(lbs) Spacing:Special loads C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.844 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): A-B 0-4182 E-F 0 -5196 Wind Duration:NA WAVE,18SS VIEW Ver:16.01.000.0327.16 B-C 0-8040 F-G 0 -5196 C-D 0-8040 G-H 0 -3500 Lumber Additional Notes 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 Use of truss designs for any particular project Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Std/Stud:W2,W4,W8,W 10,W 12,W 14 2x4 DF-L#2: is the responsibility of the building owner or Chords Tens.Comp. Chords Tens. Comp. building design professional.Building designer is Nailnote responsible for conventional framing.Loads& Q-P 4522 0 N-M 5340 0 dimensions entered by truss manufacturer. P-0 7016 0 M-L 3646 0 Nail Schedule:0.120"x3",min.nails 0-N 7016 0 L-K 1920 0 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 7.00"o.c. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. A-R 0-1432 E-M 0 -576 Special Loads A-Q 4393 0 M-G 1642 0 Q-B 0-1356 G-L 0 -585 ---(Lumber 17Dur.Fac.=1.15/Plate Dur.Fac.=1.15) B-P 3731 0 L-H 1693 0 TC:From 17 plf at 0.00 to 17 plf at 24.35 P-D 1156 0 H-K 0 -632 BC:f rom 2 plf at 0.00 to 2 plf at 24.35 BC 3813 lb Conc.Load at 6.80 D-Isl. ---0 -422 K-I 1849 0 ��EOPROi . N-E 1666 0 I-J 0 -613 Plate Shift Table JT Plate Chord JT Plate Chord Ory �GINEF HOZ No Size Shift Bite No Size Shift Bite 19575 [4] W5X7 S 1.25 [5] W4X8 S 1.25 r► [7] W6X8 3.00 L 2.75 [11] W3X5 S 1.25 /' [12] W3X5 2.25 L 1.25 [13] W3X5 2.25 R 1.25 e/ , [19] W3X5 2.25 L 1.25 [20] W3X5 2.25 R 1.25 i 6/2118 [21] W3X5 2.00 L 1.25 OREGON J Purlins 14)1 20,19- •f The TC of this truss shall be braced with attached L a v spans at 24"OC in lieu of structural sheathing. Renews 6/9012019 **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)to'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 riggid 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 Join Details, unless noted otherwise. Refer to ALPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the *KMmMPN= truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA peal on this drawing or cover pagge-- listing this drawing,Indicates acceptance of processional engineering responsibility solely for the design shown. The suitaability 8351 Rovana and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S-ec.2. 8351 Royan,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.sbcindusiry.com;ICC: www.iccsafe.orq V Job Number: 1116053 Ply: 2 SEQN:108037 /T1 / FLAT Cust:RR7175 JRef:1WfI71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52968 Truss Label: KG BFR / GWH 10/25/2018 I 5 5 2 Complete Trusses Required I 4'9"8 H + 1 1'7"8 24"14 32 6'5"8 ,61}"2 " 94 I 2'4"14 9"2 1'8" 5'10 2'4"14 1111.5X3 1111.5X3 A6X8 1111.BC 3 I111. 3 111:E3F =6X8 G T . . e---a W 1 ` 0 0 0 7 III3X7 =5X7("") L 1111.X3 K J 5X7("") 1113X7 111.5X3 III 1.5X3 t 9'4" 1 I- 2'4"14 I 9"2 F 1'8" 15"1 2'4" 14 I 2'4"14 3'2" 17"8 I 6'5"8 16'1 1"2 9'4" 4'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pt 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 HORZ(TL):0.043 A - - H Min Brg Width Req= - Mean Height:NA ft 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:16.01.000.0327.16 B-C 106-3053 E-F 106 -3053 Lumber Additional Notes C-D 106-3053 F-G 101 -2895 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Plylbs Bot chord 2x6 HF SS (lbs) Webs 2x4 DF-L Std/Stud:W2,W8 2x4 DF-L#2: Chords Tens.Comp. Chords Tens. Comp. Nailnote M-L 3053 -106 K-J 3053 -106 L-K 3053 -106 J-I 3053 -106 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @ 1.25"o.c. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails A-N 71 -1759 D-K 19 390 in each row to avoid splitting. A-M 3260 -113 F-I 48 -1232 Special Loads M-B 48 -917 I-G 3209 -112 ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac=1.00) C-L 9 -401 G-H 71 -1817 TC:From 8 plf at 0.00 to 8 plf at 9.33 BC:From 1 plf at 0.00 to 1 plf at 9.33 TC: 998 lb Conc.Load at 0.60,2.60,3.31,4.60 6.60,7.31,8.75 Plating Notes . ,et0 QROFcv ("")2 plate(s)require special positioning.Refer to 0 14GtNZ' ,. 1A 0 scaled plate plot details for special positioning G 10676 ti requirements. • F _ .-. ..4-. —._ --- — OW,' Purlins i-AV The TC of this truss shall be braced with attached 1 I 6/21 8 spans at 24"oc in lieu of structural sheathing. OREGON Additional Notes 74 Use of truss designs for any particular project ,01 te /Q e^•20.19 i is the responsibility of the building owner or OL building designprofessional.Building designer is responsible for conventional framing.Loads& Renews 640/2019 dimensions entered by truss manufacturer. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 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 proper 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. Apply plates to each face of truss and position as shown above and on the JoinftDetails, 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,anyfailure to build the ,r,,r,�,, ,A,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawig or cover page listing this drawing,indicates acceptance of prooessronaT engineering responsibility solely for the design shown. The suitability and use of this r3awing for any structure is the responsibility of the Building Designer per ANSIfTP11 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org t s • Job Number: 1116053 Ply: 1 SEQN: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 5'913 11'5"15 17'3"12 F 5'9"13 I 5,8"1 5,9"13 ') H 1'4" (TYP) A FAA K P T 0 0 0 0 0 0 0 0 0 0 0 0 0 -0 0 0 `r r 1 $ $ $ W2 $— j -8 $ $ fifAF $ 13- W6 0 1 1 2 [ U U U✓ //�//-----'''//� ./'''///R T S 3X3 1111.5X(3) =4X8(") =4X8('") 11115X3(") I 17'3"12 5'8"1 " 2 5'4"9 12 5'8"1 H 5'81 ""12 11'4'3 11'135 17'3'12 ' 1"9 1 '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/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.036 C 999 360 R* 84 /0 /35 /- I- /207 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.074 C 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 P - - R Min Brg Width Req= - EXP:B Des Ld: 42.00 HORZ TL:-0.000 U - - Bearing U is a rigid surface. ( ) Mean Height 15.00 ft Code I Misc Criteria CreepFactor.1.5 NCBCLL:10.00 TCDL:46.2 psf BldgCode: IRC 2012 Max TC CSI: 0.248 Members not listed have forces less than 375# Soffit: 2.00n: 4.2 psf Maximum Web Forces Per Ply(lbs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.154 RepFactors Used:Yes Max Web CSI:0.406 Webs Tens.Comp. Webs Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) AA-F AA-F 117 -485 K-AF 7 -433 K-AF 117 -484 7 -433 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Top chord 2x4 DF-L#1&Bet. Bot chord 2x4 DF-L#1&Bet. Webs 2x4 DF-L Std/Stud:W2,W6 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. 00 PROA- C9y ‘..‘GINE' ,t 'OZ 19575 y %r 1 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.Box 468 Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSIBuildin 003)357 US OR 97113 ComponentInformation, TPI and SBCA nor sae g' (Building (503)357-2118 Ext p [Safety by c7 ) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the A,,,w0,,,,,,µ,. 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 prdtessronar engineering responsibility solely for the desi n shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 SCircle Sagec.2. 83 8351a51 Rovana CAa 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq 1 *, r 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 I-- 1'4"H I g 1� (TYP) A T fl 0 fl 0 0 0 0 fl 0 so 1 0 fl a 11 II E 11 El 0 Rj I 10'3" f 10'3" 10'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 J" 97 /18 /37 /- /- /123 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - J Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):0.000 A - - Bearing R is a rigid surface. Mean Height:15.00 ft NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.019 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x3 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. O`y4'1_so PROF`s O i /•+/ 1 i 6/2118 OREGON v 14)n.20,190 N '4, L • Renews 6/S0/2019 ""WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT5° FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 466 Trusses require extreme care in fabricating,handling shippin installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext m bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections 83,B7 or 810, as applicable. Applplates to each face oftrussand position as shown above and on the Joinl9Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �n truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pageW COMPANY listing this drawing,indicates acceptance of proTessronai 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 S-ec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 w p Job Number: 1116053 Ply: 1 SEQN:105600 /T12 /GABL Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52937 Truss Label: RT6 BFR / GWH 10/25/2018 3"8 9'6" �3, 9,2„8 H1'4"—H (TYP) A H T 0 W1 0 0 0 0 0 0 0W2 io 0 0 0 o- 0 0 Q 1 - 1 J ,3X5(**) 503 ( ) 1113X5 1113X5 I 9'6" H 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 /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.157 E 726 360 K* 84 /0 /35 /- /- /114 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.317 E 359 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.003 K - - K Min Brg Width Req= - EXP:B HORZ(TL):-0.007 K Bearing K 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: 0.667 Members not listed have forces less than 375# BCDL:4.2 psf TPI Std:2007 Max BC CSI: 0.486 Maximum Bot Chord Forces Per Ply(lbs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.509 Loc.from endwall:Any FT/RT:2(0)/4(0) K-J 455 -165 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#1&Bet. Webs 2x4 DF-L Std/Stud:W1,W2 2x4 DF-L#2: Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Use of truss designs for any particular project CEO PROFFS is the responsibility of the building owner or 4 Sst building designprofessional. Loads&dimensions sy ,t4G 1 N EF O entered by truss manufacturer. 19575 y /llk i � r 1 i 6/21 8 OREGON 99-0 20,i9 N� Renews 8/30/2079 **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 shippin installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)ter safetyepractices 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 bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to 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 MUM truss in conformance with ANSI/TPI 1,or for handling,shimv pping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessionaT engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:102907 /T23 /GABL Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53374 Truss Label: RT10 BFR / GWH 10/25/2018 I--- 1,4" 1,11 (TYP) A G T u -0 0 D a 6/ 0 I 0 a fl 0 0- 811 I 7'1" H I— Tl" 7'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 0.000 LL VERT : B 999 360 VERT(LL): 97 ti 30 /37 /- /.. /85.0 Wind BCDL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 Wireactions based on MWFRS BCDL: 7.00 Risk Category:aII Snow Duration:1.15 HORZ(LL): 0.000 A - - H Min Brg Width Req= - Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):0.000 A - - Bearing N is a rigid surface. NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.027 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x3 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. � `y� �Ep PROFF6% O ilikM p' 1 i 6/2118 . OREGON v 9ROo.2o,19�e`r C • 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 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fosafety actices prior to performing these functions. Installers shall provide temporarye (503)357-2118 Ext attached per ceiling.Locationsoshownlforpoermanent lat have al estrraintlofwebs shstructural ll haw b aclnagtiinstalled bottom sections B3,,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of tnissesA seal on this drawing or cover page "n w�""" TPI listing this drawing indicates acceptance of prooessronar 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.alpineilw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.011 Sacramento,CA 95828 a Job Number: 1116053 Ply: 1 SEQN:11729 / T20 /GABL Cust:RR7175 JRef:1 Wf171750001 t Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52940 Truss Label: RT7 BFR / GWH 10/25/2018 1----- 1'4"--{ (TYP) A E • • co °-n-M W 1 1�1- 1 ■11 �.: 71 ■ 1 IPI G 3X3 3X3 III1.5X4(*) III1.5X4(**) F 5'6" H 5'6" F 5'6" ♦Maximum Reactions(lbs),or*=PLF Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ( � TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.048 C 999 360 G* 84 /0 /35 /- /- /66.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.096 C 687 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 E - - G Min Brg Width Req= - EXP:B HORZ(TL):-0.000 H Bearing H is a rigid surface. Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00Code 1 Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.239 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: 0.227 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 -Wtndioads based on MWFRS with additional C&C — — member design. 0E0 PROpk, SA.�y 4GINEl� �O O 1957546 y , i� i % 1 i 6/21 8 OREGON '40;.;9,'19�4. Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building (503)357.2118 Ext Component Safety Information,by TPI and SBCA)toCORNELIUS OR 87113 safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face,of truss and position as shown above and on the Joint Details, unless noted otherwise. refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinagComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ,wnwo uwe truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing Indicates acceptance of pro-fessrona engineering responsibility solely for the design shown. The suit-ability 8351 Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/7P!1 5ec.2. 8351a Rovana C 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq r Job Number: 1116053 Ply: 1 SEQN:11717/ T8 / GABL Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53514 Truss Label: RT4 BFR / GWH 10/25/2018 H- 1'4" 11'2"4 H (TYP) A E T °- T RI : Elm `-° ■-� W 1 IG1- 1 7"12 g=— IMIIIMIMIIMIMII6M11 1 .. G III 1.5X4(**) 1111.35X4(**) }' 5'4" H 5,4,, 5'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# 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= - Des Ld: 42.00 EXP:B HORZ(TL):-0.000 H - - Bearing H is a rigid surface. Mean Height 15.00 ft NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor.1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.223 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.215 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.305 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud:W1 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. O`y��Ep PROFS O titisti,A ' 1/ 6/2118 OREGON 114)1%1.20,1s NUJ • • Renews 6/30/2019 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)tosafety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ceiling.Locationsoshowniforpoermane t lateral estrraiinnt of webs shall have bracing installed bottom Ilsections B3,/B7 or B1 , as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Hrtwco 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 oro3'esslonal engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For mom information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Aos r ► Job Number: 1116053 Ply: 1 SEAN:118514 /T29 /FLAT Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53530 Truss Label: BPI BFR / GWH 10/25/2018 III 1.5X3 A -3X3 g T him and I lin i I► iC 3X3 1111.5X3 1--- 1'8"4- " 1'8"4 1'8"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 71 /0 /29 /- /- /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 HORZ(TL):0.000 A D Min Brg Width Req= 1.5 Des Ld: 42.00 Mean Height:15.00 ftC Min Brg Width Req= 1.5 0 psf NCBCLL:10.00 TCDL:6. Code 1 Misc Criteria Creep Factor:1.5 Bearings D&C are a rigid surface. Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.041 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.021 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.024 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. _This truss is designed to support vertical toads only. This truss has not been designed to transfer lateral or longitudinal forces.Sheathing or other bracing is required E�PROF for any longitudinal(drag)forces.All horizontal and vertical (G� FS' diaphragms and connections shall be designed by the �`y4 �G I N�� S/�y engineer of record.See Code section R602.10.6.2. 19576 9 Si, allk 1 i 6/21 8 OREGON 9Ro<l0 ,,9 V Renews 6/3012019 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.o.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing..Refer to and follow the latest edition of BCSI(Building 003)357-2118US OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503) Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing inssalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN IIw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover par, listing this drawing,indicates acceptance of oroiessionat engineering responsibility solely for the design shown. The suiility 8351 and use of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sgec.2. 8351 Rovana,C Circle 95828 For mom information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TP1:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org 4 Job Number: 1116053 Ply: 1 SEQN:116938 /T30 /FLAT Cust:R R7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53545 Truss Label: BP2 BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A B rams .. ._ 1111.5X3 1111.5X3 1'1"6--i F 1'1"6 1'1"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 LL VERT ): 0.000 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 Des Ld: 42.00 EXP:B Mean Height:15.00 ft HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 C Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.018 Bearings D&C are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.013 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. co "AI PROP . This truss is designed to support vertical loads only. .( (S> y This truss has not been designed to transfer lateral or 0 0 longitudinal forces.Sheathing or other bracing is required 0 2 for any longitudinal(drag)forces.All horizontal and vertical .- — __ din,PfragrITS mecoonedlons sf18R'6e a)3Signea oy m€--'--- engineer of record.See Code section R602.10.6.2. e'r 11 6/21 8 OREGON 9 "on.20,190° 4/AN, "N� Renews 8/80/2019 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 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) osafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Apply plates to each face otpE17, truss and position as shown above and on the Joint-Details, unless noted otherwise. efer to ALPIN 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 u�mv o�Mwwv 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 prooessronal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more w information see this lob's general notes page and these web sites:ALPINE: ww.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 1116053 Ply: 1 SEON:116940 /T31 /FLAT Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53232 Truss Label: BP3 BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A B I — .imis Zo II 1 .t �� I►� 1..--- C1111.5X3 1111.5X3 1'0"8--I 1'0"8 1'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI Criteria •Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 44 /0 /18 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 44 /0 /18 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B HORZ(TL):0.000 A D Min Brg Width Req= 1.5 Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.016 Bearings D&C are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.008 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.012 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.16 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 PROFS This truss is designed to support vertical loads only. *( trj This truss has not been designed to transfer lateral or Os5 to INE-4.. O,y longitudinal forces.Sheathing or other bracing IS required 19575 + 9 for any longitudinal(drag)forces.All horizontal and vertical t• diaphragms and connections shall be designed by the /' engineer of record.See Code section R602.10.6.2. /' 1 6/2118 OREGON t RO • *%k 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.Box 468 CORNELIUS OR 97113 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building (503)357-2118 Ext Component Safety Information,by TPI and SBCA)Km*safety practices prior to performing these functions. Installers shall provide tempora bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proppe�ry attached rigid •ceilingp Locations shown for permanent lateral restraint of webs shall have bracing ins sled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JoinCDetails, 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 Mlmv COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge,. listing this drawing,indicates acceptance of pr essiona engineering responsibility solely for the design shown. The suiTability 8351 and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana,C Circle 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 0 ' Ggible Detail FOr Let-In Verticals Gable Truss Plate Sizes Abo t O r Refer to appropriatee gable minimum plate sizes for Avertical studs.tail for +°Refer to Engineered truss design for peak, splice, web, and heel plates. : N\11 %141\ QIf gable vertical plates overlap, use a O single plate that covers the total area of 11111111411144the overlapped plates to span the web. © © O Example, 2X4 2X4 2X8 'T' Reinforcement Attachment Detail © 'T• Reinforcing Member 'T'Reinforcing Member © Toe-nail �� - Or - End-Hall 11 G ; a a 0- 1 o- _1 , '/ I>< 6 I O To convert from 'V to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. m� Y 'T' Increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nally Maximum allowable 'T' reinforced gable vertical IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenaled Nails, , specie, and grade of the 'L' relnfordng member. M lOd Common (0.148'x3',min) Toenails at 4' o.c. plus eb Length Increase w/ 'T' Brace 4 Na* ; O', (4) toenails in the top and bottom chords. 9 'T• I 1 This detailto be used with the appropriate Alpine gable detail for ASCE 'T' Reinf. 'T' Mbr. Size Increase R Mer,erm wind load. 2x4 30 Y. ASCE 7-05 Gable DetailDrawings Example, 2x6 20 X A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable, Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 TrusSpaced At ASCE 7-10 Gable Detail Drawings 4' oz. Gable Vertical = 24'o.c. SP 113 A11515ENC101014, AI2015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' IA18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length See appropriate Alpine1.30 x 8' 7' = 11' 2' �, gable detail for maximum unreinforced gable vertical length. il S 4 Mak! 1 Pi" Sg� Ceiling ��Ep PROpFSS 4 NOINCR. to1 enema..sea mule ALL KITES MI THU I/RAMO FURNISH MS SRAM1I 10 ALL collwlCT S INCLUDING TIE INSTALLERS. O 19575 'Q REF LET-IN VERT Trusses require • care In fabricating, foam the latest of SCSI Main°Component Safety'I'b0m°''„a~'a°,n 'TPI ond Aei'Pa,.safetyder to and r DATE 10/01/14 ppnracctices prbr to . : . these furcMone. Instaaers shall provide y 6rodna per 11011, Unlan noted - .tap chord shalt haw properly attadled strucgral ewnthYy and boitan chord /�.! /' ,.411616\ shell hdMe a •• , trached aselw eLouMwa elmv,Por immanent lateral resbabrt N webs DRWG GBLLETIN1014 Al P D N C AaWy plates se fan _ and ... shown above and to positions. >D applicable. A otlwrd.e. OREGON Refer to dna • - Z for standard plate positions Alp►w,a dNbbn N 11 *,g Ctupwunts fray sfga not be AN rt1NCaAAg1D1Y tstnseaatbn= & totrusr.:M,e tmhss ti sante .ISI,AHsrrTplre�0' Per h.°„a� r '9 `' .20,iBv- MAX. TOT. LD. 60 PSF A sed an M s or cover l sting Ids tirosYp,Indicates acaplaro N professional �OL •- '�� 13380 Lakefront Drive fa�o.w is" 'ter.y tai odirs a was DDesgn. A mrnI Seca ° DUP. FAC, ANY Earth City,MO 83045 For ' ,information see ads Jaws general notes pope and these sob easel AVM cam TMS mtpnstorw SAM....sbeymaiatryaryn ICD mJccsaPeay Netnews O1° MAX, SPACING 24.0' i ll 'STRONGBACK BRIDGING RECOMMENDATIONS ! i 0.-All scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK BRIDGING TOGETHER 'stress graded lumber.' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' �f•`� 1.-The purpose of strongback bridging is to '0' �� 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. stiffness of the floor system. 2x6 NOTE' IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o.c. (max.) NOTES Details 1 and 2 are the preferred attachment methods ►The -terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) 1Od COMMONO important structural requirement of any floor (0.1413'x3') NAILS BOX/GUN or roof system. Refer to the Truss Design ,.-28•x3.0') NAB_s Drawing (TDD) for the bracing requirements for O �� each individual truss component. 'Bridging,' `\/� II' particularly 'strongback bridging' is a °° �'� �' ' ► recommendation for a truss system to help `\/ ' / t.� control vibration. In addition to aiding in the �' �� ► �, �'� distribution of point loads between adjacent 1%.,6k �I 1I �� ' -� �� truss, strongback bridging serves to reduce `� . ° STRONGBACK BRIDGING 'bounce' or residual vibration resulting from �. I SPACING REQUIREMENTS moving point loads, such as footsteps. Up to 10'None required W to zo'1 ro,at ceder of spa) The performance of all floor systems are (2) 10d COMMON (0.148'x3.0') OR eir to 30'2 roc(lat es&V3 eIlts) enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK 30'to 40'3 roes 0 et each V4 orhtts) bridging TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. � Spee roast Sproes at W oc pohts) 9 9 and therefore is strongly recommended SCAB—ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS I 0•0011111.11111111111:1;11 For additional information regarding strongback OR (4)10d BOX/GUN (0.128NA3 S bridging, refer to BCSI (Building Component 140000100117-111 -":11111011.110.11,0 / �� Safety Information). arl kokiw.# \/! � il / / dArt moi/ it" . , I°° 141.,0--- '. o0ifti TOTBOH UM CHORD TO BOfT04 CHQtD WITH (2)M10 — 3' SCREWS hep PRO/�F STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES � IN ss G , .vmw o. 0!N =MUT/PAL wax ON ITO RAV) 0 Nex. /009 TC LL PSF REF STRONGBACK es®lOIITANT.MN=TILS RAV00 10 ALL CONTRACTORS INCLUDING TIE I16r�1LLE7lS. 19676 Trusses require extrsne core in fabricating.handling. ora Refer to and %, TC DL PSF DATE 10/01/14 follow the Atest edMbn of SCSI<Eplprq fCwOwMr't serety G'for'nolkn.CY m area sa.^I for safety pylar to pfrr''"r'°thew Mc tpetaa"'ti °rtruc yi�'a�°"' /- i BC DL PSF DRWG STRBRIBR1014 if�flateA ath..al.,top Cllar'A have property attached fARCAI'a1 711eaV1alE'RIZ/EOttax chord r shalt have a properly attached r 0u Leer sheen gar persanent lateral restreMt a?orbs 1 /26/2018 Al O 'E shall have petalled per ERI E7 or Rt u Apel Plates to each gate Rim I\\fI sP shall ono cpio core all d e *beim.na en the Joint aew:, noaa a entre. BC LL PSF ref„ to draerhps 1EOA-z for atond d gate peel as. OREGON Alpine,a(Maim of ITV uawtsgrew Inc.shall not be r.sporable for drvlatlon from TOT. LD. PSF w AN 111NODMPMNY this drawing,any any fah.re to bat in asnforrance withANSI/TPI I.ce far her ng,shipping, '9�r'0n.20,19 f Installation L bracing of trusses. a� A swot an ills droving or cover listing tots dr'aw'n,badleotes accepto. of profe:aahat QC E .`, ,,, r. Ire ,ney sof r,ae. Des.newly area rI aS ilia aa'In° DUR. FAC. 1.00 1Fe!'hlldYro 0es4'e'Per'ANSLiPI 1 see8 13389 Lakefront Drive For pore rhgarnatan tw,pvf general rates page these eee rites' Renews 6f90/2019 SPACING Earth City,MO 63045 KPpE,msec„ .ee. tery SW...e argl ICD eeeloesafwamg r i 4 j Gable Stud Reinforcement Detail ASCE 7-10: 0 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 ON 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt - 1.00 • 2x4 Brace 1 (1) 1x4 'L' Brace ■ (1) 2x4 'L' Brace 5 (2) 2x4 'L' Brace syn (1) 2x6 'L' Brace s (2) 2x6 'L' Brace x Bracing Group Species and Grades' Gable Vertical No Spacing Species Grade Brac Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S #1 / #2 4' 10 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hen-Fin U S P r #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' •1 / N2 Sts d se Standard tud *3 Stud c HEStud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Q Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' D• • .s Fir-La - Southern Pinnies CU #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' ® 83 J a SP *2 4' 10 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 0 Stud #3 4' 8'+ 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard d cu DPL Stud4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 20' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group Bl U #1 / #25' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir S P F #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' *1 4 Btr L 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' lel Cl) O Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' • . .s Fir-Larch Southern Phenix #1 5' 9'1 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' ® s1 SP #2 5' 6'I 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' © s2 #3 5' 5' 8' 6' 9' 1' 11' 0' Il' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' ia1 � D F L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' ls4 Braces shall be SRB(Stress-Rated Board). xsFor 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 S2 #1 / *2 6' 1' 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: L7 U HF Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X S P #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing CS psf TC Dead Load). C5 k* #2 6' 1' 10' 4' 10' 8' 12' 2' 12' B' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outtookers N #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. D F L Stud 5' 11'1 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' Syne About; 'xAttach 'L' braces with 10d(0.1283.0' min) nails. II/Gable Tri J 31( For (1) 'L' brace space nails at 2' o.c. �f in 18'end zones and 4' o.c. between zones. Diagonal brace optiond T :11%46,_ 31(310 or (2) 'L'braces space nails at 3' oc vertical length nay be0000411.1°- In 18' end zones and 6'ac. between zones. whendoubled diagonalsed. 18' ) i �4 'L' bracing must be a nkinum of 80X of web brace isdiagonal brace for 335* ,L, L : member length. at each end. Max web Al Br cq e 4*'j Gable Vertical Plate Sizes total length is 14/ �� ` Vertical Length No Splice 2x4 DF-L *2 or Iis u Less than 4' 0' DC4 or 2X3 better dingonnl - + Greater than 4' 0',but 2X4 Vertical length shown l' brace; single a less than Il' 6' In table above. 45ii or double cut 18' ! Greater than 11' 6' 3X4 (as shown)at L_1�1 + Refer to common truss design for — upper end Q U 0 ,,!(U 1 U Q I Y' peak, splice, and heel plates. Connect diagona at / / / / /"""t Beaty et 'R'F.s / / Refer to the Building Designer for conations midpoint of vertical web. V%, V%, Vs, Refer to chart above for . .1►) 1 74% 9th, not addressed by this detail. s a•aT I 111*BRAVING TO ALALL=REAP ABB round�i TNOTESORS IIAN DE INSTALLEBROWER RS. ��g F'Q .4_ REF ASCE7-10-GAB12015 Trusses require care h fabriaattng,handing,' hs and Refer to and . laevo the latest of ICS!wComponent Safety rnuan, a . by m vn°axiu far safetyAl., DATE 10/01/14 I41116prior a chess funetionr. instau.rs shat protide y br•aAne per 1teSI. e massa ' lip dnord shag have property attadnd etn,ebral ilneaip b and bttan dram we shall have a praperl i rid ceiling Locations shown far permanent lateral restraint of webs !./ DRWG A12015ENC101014 A L-P D NJ[ shall have - • . per tion e3,n sag as applicable. Applyy plates a each face r ./ I of truss and I forshowns above and on the Joint Details,vases noted oVnerwlse. Refer to dna . � Z standard plate portion. a OREGON AlAN flW MP1.NY ,ine,it's a divisio, of ewsw Components Crp shall not beSt reap.or for forbnaew q '�n`n cis dnwtnp,any f a and ti.t,.�h with ANSI/TPI 1,or. • 20,19° insallatlon a bracing ; trusses. 'T • •N(`♦ MAX. TOT. LD. 60 PSF w�A►sseearl an this or cover gape Boling Das drawing,indicates assptann of prahsslvd O` , — for' irvety. srelp for•int de#n dew►*act en/tebMly and uss of tib dr*** 13389 Lakefront Drive NY `i ra ti of the Building Deslpwr•per AfQf/iPI 1 3aeE Earth City,MO 63045 ALfBO i 'n see this ewe. Job's general notes pope and these web skew Renews 13/30/2019 ' tpinstorgn SECA.ww.>beYWusiryArco ICC.www)cesafeorg MAX. SPACING 24.0 Commentary: Deflection and Camber Camber may be built into trusses to Compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the following advantages: Recommended Truss Deflection Limits • Helps to ensure level ceilings and floors after dead loads are applied. Truss Type LAI 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 cledr 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, $hall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of alll 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 f or flat or low-slope roofs subject to ponding loads. , 1 Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent ortthe truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. 11Floor 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. ��EO PROFESS i0 wAawas;FAD D Anum N.L polis III TMa mavr4 o NO Mex.' � REF DEFLEC/CAME ss1*I11TAIRa FURNISH nus DRAWING 11 ALL CONTRACTORS INCLUDING TIE INSTALLERS. 19575 r Tr sm latest a,xtrenr care ti rabrb CliZ Irnt tInti•�lth. and brecP Refer to and r DATE 10/01/14 roans eha blescaths.of asst oTulslg cowpawns Safety uwornstwn,by Tri ono SICA>ror safety avellces pMar to r..,tope tam aaa ave wetly a s slwu ,true hnra.a_eraarq wr aCS1. IMdess rwaa orawnlw.tov aww ►wMe vrawrlr aha saM end ewra /#;% DRWG DEFLCAMB1014 r shall have a properly attached rlptl Learao sham Por Permanent. lateral restrsMt or subs . . shall have Ylstaled per BCSI ui,17 or ri0.as aoplloaML WI plates to sad,Pace of truss end es sisasn on Mie.lotit Details.v:dess emoted etlwrabe. ,q P p N C Refer to ora 160A-z rar plate pssitbrw OREGON Alpbw,a dlMsbn ar ITV 51*ng CapMwnts Recap Inc.shall not be respwwble Por cry d,Neibn Iran AN RWoM{M1W tNs drautg any fall.a to 0150 Uw i'lss Y,aalrornance ai h NISI/TPI L or for hsnarq sh4Pti0 �� moo, G Installation O` , �V k Aseall an this*ming ° D01FIsdrasbu.bleates eceptun�cof proesdaal ~ forrye healy ar edrWe Dlu bestow MIRK I� 13389 Lakefront Dnve For rare Merneibn swot.this gob's general notes page and these web sites. Renews 6/30/2019 Earth City,MO 63045 NyDND ssalpowltw,aon,TPI.,ef tpYwtorgl SUCH m sbctdustrycrpl ICO m ceare.org r T w ASC 7-10: 120 mph, 30' Mean Height, Closed, Exposure C ] , Common Resiolitntial Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, ASE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft. Mean Hgt, ASE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hg-t, ASE 7-10, Part, Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1.00, Wind TC DL=5.017, f, 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 requ4'ements refer to DRWG A12030ENC101014). Top: Continuous roof shea hing Bot: Continuous ceiling diapragm H Greater than 7'6' to 12'0' max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed desi n referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and othtr Information not shown refer to DRWG A12030ENC101014). on this detail. * Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128' (3',min) nails, to stiffback with 10d box or gun (0.128' x 3', min,) nails @ 6' o.c. ;�� V 1 i 1 2X4 Blocking [ 1 nailed to 45° sheathing and ik ki.ii.t._1� each truss 1, H _I_I_I_®_®_ _—_—__e_-_- 2X4 DF-L2 or better' b d ace. Attach ea h end for 560#, iiiiiiIii ,IIiIIh, ■ ■ ■ ■ mit■m■mm■■ ■ ■ e ontinuous Bearing 2x6 #2 Stiffback fl attached to each Stud w/ (4) 10d box or '•un (0.123' X 3', min.) nails, #ED PROFceo l- i sAlAel® tm READ Mel FOLLOW ALL IMES a nes rearms 1 G)N CF O .mpaRr FURNISH nes WAVING To ALL CGITRACT[♦ts eC ING 1Sf e1STALLERS 19575 'Q 9 REF GE WHALER Trusses reqs 'e core h Pabrksto,how.*tpf�p Ukq end safer to end DATE 10/01/14 AP 4116 Pdlovo the latest oP SCSI O)*ubQ Cospon,nt Safety L foroogen,by TPI and S.CM for safetySo p actkes pr'lor to iMse P�nctlonr. InsSallere sYaU provide Ass IM�les noxa tap d*he snw nave pr ins ty tr tweed s6r�cw.lte ol'raord batten alas d I. shall have a • •• I *teal=rWd adrp Locations loran for permanent lateral restrarrt of rebs /- % DRWG GABRST101014 Al PO NE of Utes ad I tiara nor no.es ppl Apps pates to.ae, 1 i/26/2018 +s•hq.n above Cpl•,t eemn:,avAess no'taa o heralre. OREGON Rrfar te dra 2 Par standard Alps,a division of 1 lit, Co paants G-vi y�e shw not be reapaoible for any deviatlan Aron va/ AN I WODMPMNY this drawing,anybrach.. ttusse:,the buss In arnanoe vole'""SVTPI 1,or f°'''a"ara,shpprp, 9 `'rn.20.alp' •'P MAX. TOT. LD, 60 PSF Installation& . A seal on this or cover peps d. his deaths',creates eeeept res of professlmd Pm' s eddy Ze the dels�lawn The Wtaper and w aP ca ArMre °VOs. S 13389 Lakefront Drive NY :•� r<sparuWti OF the s gene al not.,per ANSIRPI 1 Seca Earth City,MO 83045 for• .InPoralbn see thio gob's gneral rates eM these Tab ltew Ranewae/8012015 ALPeD .celU T►D TTvotphstory SICA1••• t*y•r'ol ick m caaveore MAX, SPACING