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RECEIVED JAN 2 9 2019 CITY OF` IGARo BUILDING DIVISION AREA OF BEAM FOR GRANO FIREPLACE ONLY F 52• \ -1 jHGE CJ- — .. s 7C 0 f C•) D I G�t70G-- �� 5200—cc0 X 0 )• 0 . _ no 0_ /-' —=3)z z mmmm o Ate_.. Oo �, mirrim T r.Mie ��m0 ` O O cn•• 0 F N , 2� J ~ W ti h ' x 3... ,. ,- - - ---- - - 00 O 3 OCA o o, 4- - L7 o c--I sz z c F- O O r - TI�7(n m a m co Sm 0mm0 Z aC 0 M� m m = k m M m m a m O x ijj U1 - _1 -_ X / .. Rf;F ,.. Rl;F r - e a 1 H5. --"+"--6. 4 35'6" co 5'6" -..1 f 52• ADJUST THE B SPACING SO IT DOES NOT INTERFER WITH THE TOILET HERE m '- Customer: PARR FOREST GROVE DD •- o Desc. : Rvrside 2885 Floor Most 00 m m 03 ADDRESS: moster Z o zo Designed by: BILLY BREESE 0 w •• PROF`to O`y NhGliiie 'c 4. 19575 , Alpine,an ITW Company 8351 Rovana Circle 1(/26/2018CA ALPINE Sacramento, 38 90116 OREGON Phone:(800)877-3678(916)387-0116 e9 n yp19db AN1TWCOMPANY Fax:(916)387-1110 "O& sacseals@itwbcg.com Renew.e/30/2019 Site Information: Page 1: Customer: Truss Components of Oregon,Inc. Job Number: 1116053 Job Description: Rvrside 2885 Floor Master Address: master,HILLSBORO,OR Job Engineering Criteria:' Design Code: IRC 2012 View Version: IRC 2012 JRef#: 1 Wfl71750001 Wind Standard: NA Roof Load(pdf): None Wind Speed(mph): 0 Floor Load(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# - TAM 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 1 4 47,10 25 298.18.0802.52940 RT7 26 298.18.0802.53514 RT4 27 298.18.0802.53530 BP1 28 298.18.0802.53545 BP2 29 298.18.0802.53232 BP3 Printed 10/26/2018 9:08:30 AM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSIJTPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls,the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10(Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specif installation/erection bracin• i• • - 'l• ••. _ • • • ••• g _o 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 r ) General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL= Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL)=maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL)=maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL=additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl =ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint)location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL =additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB= additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP= Panel Point. R=maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location(Loc). -R=maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw=maximum downward design Reaction, in pounds,from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U =maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location(Loc). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)=maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W=Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest&Paper Association, 1111 19th Street, NW, Suite 800,Washington, DC 20036; www.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.toinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison,WI 53719;www.sbcindustrv.co Page 2 of 2 1 , Job Number: 1116053 Ply: 1 SEQN:34202 / T22 /SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.52938 Truss Label: B BFR / GWH 10/25/2018 26'9"4 ', 22'11" 24'01"I4 2'9" 2211" I-- 1'14 (TYP) +~2'6"12--' 2'6"12,jam 2'6"12—4--22"--I---2'7"8--I 2'6"12---}--2'6"12--+—2'6"12---I =W=3X5 A _ _ qBg C 3XD3 E F —3X7 H =4X12 =3X5 =3X5 T , T2 J K L M io / ''',+WwW— L 7 =3X10U T S R Q P 0 3X5= 4X12= W=3X5= =4X112 _3X N 1 20'2"12 A 6'6"8 j 26'9"4 -i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pt NA Ce:NA VERT LL: 0.320 F 759 480 ( ) w 1061 /- /- /- /- /3.5 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 Des Ld: 57.00 EXP:NA Mean Height NA ft HORZ(TL):0.097 B W Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Q Min Brg Width Req= 1.3 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.884 N Min Brg Width Req= 1.3 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.968 Bearings W,Q,&N are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.909 Loc.from endwall:NA FT/RT:10(0)/4(0) Members not listed have forces less than 375# I:NA GCpi:NA Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 0-2943 G-H 0 -2256 Top chord 4x2 HF#2:T2 4x2 HF#1&Bet.: C-D 0-2943 H-I 0 -2256 Bot chord 4x2 HF#2 D-E 0-3588 I-J 1605 0 Webs 4x2 DF-L Std/Stud E-F 0-3588 J-K 1605 0 F-G 0-3588 K-L 614 -229 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Loading Chords Tens.Comp. Chords Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent W V 1767 0 R-Q 723 0 bottom chord live load applied per IRC-12 section V-U 3512 0 Q-P 225 624 301.5. U-T 3198 0 P-O 229 -614 T-S 3198 0 O-N 230 -606 Deflection S-R 723 0 Calculated vertical deflection is 0.31"due to live load and 0.22"due to dead load at X=10-3-12. See Maximum Web Forces Per Ply(lbs) detail DEFLCAMB1014 for camber recommendations. Webs Tens.Comp. Webs Tens. Comp. Additional Notes W B 0-1994 S-I 1789 0 +2x6 continuous strongback.See detail PIZQ B-V 1336 0 I-Q 0 -2338 STRBRIBR1014 for bracing and bridging ���� FFir V-D 0 -645 Q-K 0 -1304 recommendations. G 0) U-G 501 0 L-N 684 -260 Deflection estimate assumes composite action with 5 `N F• G-S 0-1108 . . . .4 f'tl .klylu_4f14.at1DaY � teled gb+ a.:bd, >. " wood sheathing. /, Negative reaction(s)of-202#MAX.from a non-wind I- i load case requires uplift connection.See Maximum 1 i 6/2118 Reactions. OREGON Truss must be installed as shown with top chord up. v t k. nenewe 6/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building C031357 21 OR 87113 Component Safety Information,b TPI and SBCA)fosafety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ceiling.Locations s�hownlforpermanent lateral estrraiinnt of webs shstructural ll hav bracingg iiinstalled bottom Ihsections B3,B7 properly as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa�ge AMTW COMPANY listing this drawing indicates acceptance of processional 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 Sacramento,CA 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:ww.tpinst.orp;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq w 1 1 Job Number: 1116053 Ply: 1 SEAN:34204 / T13 /SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53358 Truss Label: BGE BFR / GWH 10/25/2018 t'4"12I 1'4" (TYP) H A =W=3X5 T _ T16 V —"a: .ax—x--a. 1 J y J� - J9 / fl4-8 AS���/ %�/ / />�% �/ ����/ /----------------/-------X =3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5(**) A3X5(**) =3X5(**) =3X5(**) 3X5(**)(I) =3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5(**) =W=3X5 1 26'9"4 1 I 26'9"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DefllCSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/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 BCLL: 0.00 Enclosure:NA ) AE*131 /- /- /- /- /2 Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 AE*130 /- /- /- /- /1005 5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 AS - - AS Min Brg Width Req= - Des Ld: 57.00 EXP:NA Mean Height:NA ft HORZ(TL):-0.000 AS AE Min Brg Width Req= - NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings AS&AE are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.028 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.059 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2:116 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-concurrentPR bottom chord live load applied per IRC-12 section `y�(`�(�� �FFS►�' O � 301.5. Additional Notes y 1 _ STRBRIBR1014 for bracing and bridging /itir recommendations. Deflection estimate assumes composite action with 1 r 26/2118 single layer of the appropriate span rated glue-nailed OREGON wood sheathing. Truss must be installed as shown with top chord up. 0I. AseewS 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.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ceiling.Locationsoshownlfortoermanent Ilateral restrraint of webs shstructurallracingp installed per BCSI sections have or 1 , as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ."4L IP NE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page ""n4QJ""" listing this drawing indicates acceptance of prosrona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Rvrside 2885 Floor Master Ply: 1 SEQN:11608 / T9 / SY42 Cust:R R7175 JRef:1 Wf171750001 Truss Label: D Qty: 13 FROM:BB DrwNo: 298.18.0802.53188 / GWH 10/25/2018 13. _I 13'x12 24'1.4 8"1 104.8 H —2'6"—— I 2'6"12----I--2'6"12--I—2'6"12--I--2'6"12--.-IH—2'6"12---I 2'6"12---I----2'6"12----{ A 3X610 C =3XX5 E =3X3 G 3X5=X =W=3X3X10= T J _ JK L 1 4._ + �� � \ +/ \ t T 3 7 =3X10 R -3XX5 B2 P _ 05 -3X10 M W=H0312 -3X7 A 24'1"4 J Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.488 F 592 480 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): T 916 / / /- /- /3.7 BCDL: 7.00 Category:NA 0.799 F 361 360 M 916 /- /_ /_ /_ /3.7 EXP:NA Snow Duration:NA HORZ(LL): 0.077 B - - T Min Brg Width Req= 1.3 Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.125 B - - M Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.1.5 Bearings T&M are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.655 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.888 Members not listed have forces less than 375# Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.676 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-2746 G-H 0 -3961 Wind Duration:NA WAVE,HS VIEW Ver:15.02.00C.1217.15 C-D 0-2746 H-I 0 _2743 Lumber D-E 0-3961 I-J 0 -2743 Top chord 4x2 HF#2 E-F 0-3961 J-K 0 -2743 Bot chord 4x2 HF#2:B2 4x2 HF#1&Bet.: F-G 0-3968 Webs 4x2 DF-L Std/Stud Plating Notes Maximum Bot Chord Forces Per Ply(ibs) Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. Loading T-S 1574 0 P-O 3968 0 S-R 3512 0 O-N 3515 0 Bottom chord checked for 10.00 psf non-concurrent R Q 3512 0 N-M 1573 0 live load. Q-P 3971 0 Deflection Maximum Web Forces Per Ply(lbs) Calculated vertical deflection is 0.49"due to live load Webs Tens.Comp. Webs Tens. Comp. and 0.31"due to dead load at X=12-11-4. See detail DEFLCAMB1014 for camber recommendations. T B 0-1777 0-H 664 0 B-S 1330 0 H-N 0 -876 Additional Notes S-D 0 -869 N-K 1328 0 +2x6 continuous strongback.See detail D Q 510 0 K-M 0 -1776 STRBRIBR1014 for bracing and bridging ��.EO PROpFs recommendations. S Deflection estimate assumes composite action with U,�� �O single layer of the appropriate span rated glue-nailed wood sheathing. • . Truss must be Installed as shown with top chord up. /- i i 6/2118 OREGON "tei'Ilk 9-0L � "NN Rsnsws a/80/2019 "'WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss Components of Oregon,Inc. Trusses require extreme care in fabricating,handling shipping, C.o.BoxUS Component Safety Information,by TPI and SBCA)toy safety practices prior to performinReferse andntions Installers edition provide temporary (03)357-2118 X7113 bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildingqT Components Group lInc.shall not be responsible for any deviation from this drawing,any failure to buildthelisting tconformanceigindicates accep'tancehof dprrt'essional'engineerriinaand e$sponsibiiity solely for the d�ggn shown.or The suiit-ability µ and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S-ec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE: w.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq ww Job Number: 1116053 Rvrside 2885 Floor Master Ply: 1 SEQN:11616 / T16 /SY42 Cust:R R7175 JRef:1 Wf171750001 Truss Label: I Qty: 5 FROM:BB DrwNo: 298.18.0802.52967 BFR / GWH 10/25/2018 I 710 8 I 9'6''10 I 17'5"2 7'10"8 1'8 2 7'10"8 H F.--2'6"—+–2'6"12—...1--26'12---H �–2'6"12 (TYP) __•�'—2r6"12—-{ 1112X4 =3X610 1112X4 =3XD5 m3EX5 1112X4 =3X10 III 2X4 T M L K ��ri =3X7 =3X10 1112X4 1112X4 = = 3X10 3X7 k 17'52 175 2 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 Udefl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.233 L 897 480 N 993 /- /- /- /- /3.7 BCLL: 0.00 Enclosure:NA Cate Lu:NA Cs:NA VERT(TL): 0.404 L 517 360 I 993 /- /- /_ /_ /_ BCDL: 7.00 god NA LL Snow Duration:NA HORZ EXP:NA Des Ld: 57.00 ( ) 0.048 I - - N Min Brg Width Req= 1.3 Mean Height:NA ft HORZ(TL):0.079 I I Min Brg Width Req= - NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.1.5 Bearing N is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.620 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.968 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.606 Maximum Top Chor 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(ibs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1634 0 K-J 3129 0 Bottom chord checked for 10.00 psf non-concurrent M-L 3129 0 J-I 1634 0 bottom chord live load applied per IRC-12 section L-K 3130 0 301.5. Deflection Maximum Web Forces Per Ply(ibs) Calculated vertical deflection is 0.19"due to live load Webs Tens.Comp. Webs Tens. Comp. and 0.22"due to dead load at X=7-9-12. See detail N-B 0-1845 E-J 0 723 DEFLCAMB1014 for camber recommendations. B-M 1193 0 J-G 1193 0 Additional Notes M-D 0 -723 G-I 0 -1845 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with CEO PROpF single layer of the appropriate span rated glue-nailed 4' S., wood sheathing. `G� 11 Truss must be installed as shown with top chord up. O y .' i . 1 26/2118 OREGON 9 `en.20.194b �f IA wnw.6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss Components of Oregon,Inc. Trusses require extreme care in fabricating,handling,shipping, C.o.BoxUS Component Safety Information,by TPI and SBCA)fsafety practicesmpriorto performinReferse and Installers shall proovide temporary (503)357-2118 Ext Ee7��s 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,a division of ITW Building Components Group Inc.pshalll not be responsible for any deviation from this drawing,any failure to build the ALPINE listing tconformanceigwith ANSI/TPI acceptance of dplirooessional'engineerriing responsibility solely seal or the design shown.or The suasability µ COMPANY� and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org 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 Truss Label: J DrwNo: 298.18.0802.53359 BFR / GWH 10/25/2018 710"8F1 9'8" 1T6"8 7'10"8 1'9"8 I 710„8 -i ---(26” —2'6"12----}—_2'6"12----i H---2'6"12 --I-2'6"12--I 1112X4 =-3X1013 3X610 III 2XpE 4 =3X5 m 3X5 II 12X4 =3X10 I II2 H4 T J _ :_ T ML I =3X7 =3X10 1112X4 1112X4 3X10=1 =3X7 r 17.6"8 I 17'6"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA LL VERT : 0.238 L 883 480 VERT(LL): N 1000 /- /- /_ /- /3.7 BCLL: 0.00 Enclosure:NA Category:NA Lu:NA Cs:NA VERT(TL): 0.426 L 494 360 I 1000 /- /- /- /- /1.7 BCDL: 7.00 Snow Duration:NA HORZ EXP:NA Des Ld: 57.00 (LL) 0.049 I N Min Brg Width Req= 1.3 Mean Height:NA ft HORZ(TL):0.082 B I Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 Bearings N&I are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.638 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.995 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.613 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-2710 E-F 0 -2710 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2710 F-G 0 -2710 Lumber D-E 0-3168 Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1647 0 K-J 3167 0 Bottom chord checked for 10.00 psf non-concurrent M-L 3167 0 J-I 1647 0 bottom chord live load applied per IRC-12 section L-K 3168 0 301.5. Deflection Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Calculated vertical deflection is 0.20"due to live load and 0.23"due to dead load at X=7-9-12. See detail N B 0-1859 E-J 0 744 DEFLCAMB1014 for camber recommendations. B-M 1207 0 J-G 1207 0 M-D 0 -744 G-I 0 -1859 Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with cp.'‘ PROp�S single layer of the appropriate span rated glue-nailed wood sheathing. tr Truss must be installed as shown with top chord up. i �O OrAV' .It t 6/2118 OREGON .i 9 `•n.2o.isd° 1,,a4"en. .W. Renews 5/90/2019 "WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss Components of Oregon,Inc. Trusses require extreme care in fabricating,handlin shipping, P.o.Box 468 Component Safety Information,by TPI and SBCA fog Sapp g installing and bracing. Refer to and follow the latest edition of BCSI(Building g CORNELIUS OR 97113 bracing per BUST.Unless noted otherwise,top chord shall aver practices hed structural sheathing and bottom chord sham havtemporary rprly (503)357-2118 Ext attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face a 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,an failure to build the truss in conformanceggwith ANSI/TPI 1,por for handling,shipping,installation gand bracing of trussesA peal on thisdrawingor cover page, ""nNC°" " listing user of thiissRdrawiing for any structure of theTresponsifbilitygof theBuilding Designer per ASIITPI1 designshown. The suitability 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineltw.com;TPI:www.ipinst.org;SBCA:www.sbcindustry.Com;ICC: www.iccsafe.orq • . Job Number: 1116053 Ply: 1 SEQN:102955 /T17 /SY42 Cost:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53419 Truss Label: JGE BFR / GWH 10/25/2018 12"8_-I 19" A C T :-:-: io i _u_I ;--o C' =3X5 3X5 3X5(**)(I) 2'4" -� I 2'4" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pt NA Ce:NA VERT(LL): 0.000 B 999 480 BCLL: 0.00 Enclosure:NA G. r- /- /- /- /28 0 Mi Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 G Min Br Width Req BCDL: 7.00 EXP9NA ory:NA Snow Duration:NA HORZ(LL):-0.000 B - - Bearing G is a rigid surface. Des Ld: 57.00 Mean Height NA ft HORZ(TL):-0.000 B - - NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.144 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.010 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI:0.029 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Provide for complete drainage of roof. 5� PROpz, Truss must be installed as shown with top chord up. ZO u r 6/2118 OREGON lift ,o J NUJ Renews a/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functtiions. Installers shall provide temporra (503)357-2118 Ext attached per gggid ceiliUnless nl Locations shownlforpoermanent lateral estrraint of webs shstructural ll hav bracing installed pertBCSItsections 63,,B7 properlyr61 , 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 11 W Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/T131 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professional engine ging responsibility solely for the design design 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.ipinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq • . Job Number: 1116053 Ply: 1 SEQN:102959 /T10 /SY42 Cust:RR7175 JRef:1 Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53435 Truss Label: HGE BFR / GWH 10/25/2018 1'4" 1- 1'24 22'9"8 "8 21'5"8 123'4"12 26'9"4 8 3'3"8 -1 1.;n1"12 4"12 t-1'4"t (TYP) A =W=3X5 H T16 T T 1 '_J a. I �- - I I 11 r I I +— -- �--1-- r,rl----1- I I -r AO 3X5(*•) =3X5("") =3X5("") =3X5('") =3X5("") =3X5('"') -----3X5('") 35(")AAV =3X5("')(1) =3X5("") =3X5("*) =3X5("") =3X5(""L3X5("") _=3X5(" .3X5(") .3X5 r)( ) 3X5 1 26'9"4 I 23'5"12 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefiICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 BCLL: 0.00 Enclosure:NA AO*131 /- /- /- /- /2 Cate Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 gq•81 /- /- /- /- /1055 BCDL: 7.00 gory:NA Snow Duration:NA HORZ -0.000 B - - AO Min Brg Width Req= - EXP:NA (LL) Des Ld: 57.00 Mean Height NA ft HORZ(TL):-0.000 B - - AA Min Brg Width Req= NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings AO&AA 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: 0.030 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 301.5. Additional Notes CEO PRQp +2x6 continuous strongback.See detail ,�`i tri STRBRIBR1014 for bracing and bridging N �0 recommendations. (�j _' single layer of the appropriate span rated glue-nailed �' wood sheathing. all Truss must be installed as shown with top chord up. I 6/2118 Bracing OREGON Fasten rated sheathing to one face of this frame. 9R0 n.20.iOb 4_ Renew.613012019 •"WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! — "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss B6ox yeeneMs of Oregon,Inc. Trusses require extreme care in fabricating,handling',shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 ComponentpSafety Information,b TPI and SBCA)Mr safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2115 Ext attached per ceiling.Locations s�hownlfortpeermanent laterral restrraint of webs shall have bracinagthnsiaaled bottom Itsections B3,,B7 properly as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. ALPINE- Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA peal on this drawing or cover page "" COMPANY listing this drawing,indicates acceptance of pro essiona 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 ANSIfrPI 1 5ec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineltw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org a Job Number: 1116053 Ply: 1 SEQN:11711 / T7 / SY42 Cost:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.53389 Truss Label: H BFR / GWH 10/25/2018 7'10"8 7'10"8 16136" 4" 5,3" I---2'6" I 2'6"12 1 2'6"12--I I---2'6"12--I (TYP) III 1.5X3 1111.A5X3 -5X3 3X7 III1.5X3 =3X3 =3X7 1111.5X3 C D E G T - _ 1 +� L _ I r =3X5 =3XJ 7 III 1.5633X5 =3X5 k 13'6" i F- 13'6" 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/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.101 D 999 480 BCLL: 0.00 Enclosure:NA 769 /- /- /- /- /1.7 H 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 EXP:NA Des Ld: 57.00 ( ) L Min Brg Width Req= 1.3 Mean Height:NA ft HORZ(TL):0.037 H H Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings L&H are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.382 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.651 Members not listed have forces less than 375# Spacing:24.0" CBC Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.369 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-1848 D-E 0 -1843 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-1848 E-F 0 -1835 Lumber Top chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 DF-L Std/Stud L-K 1209 0 J-I 1843 0 Loading K-J 1849 0 I-H 1214 0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Additional Notes L-B 0-1364 I-F 709 0 +2x6 continuous strongback.See detail B K 726 0 F-H 0 -1371 STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. O`�Ws PROFFsI, Oy s i 6/2118 OREGON 94019 20.001' Renews 6/30/2019 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P o Box 498 eMsoforegon,Inc. Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 ComponentpSafety Information,byTPI and SBCA)Mr safety actices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached fold ceiling.Locations shownl forpermane shall lateral res traint nt of webs shall have bracingp 1111-called per BCSItsections B B7 properly as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. AL IP NE 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 conformanceggwith ANSI/TPI 1p,or for handling,shipping,installation ggand bracing of trussesA seal on this drawing or cover page,, listing this of thisndrawing for any structure of the responsibility oftenBuilding Designer per ANSIfTPI design shown. The suit-ability 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.sbdndustry.com:ICC:www.iccsafe.org * r Job Number: 1116053 Ply: 1 SEAN:154038 /T2 / SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.54293 Truss Label: G BFR / GWH 10/25/2018 5'3" f ge 23'0"4 177"12 H 53I----2'6" ,;_---2'6.12—.{ 1----2'1" +--2'6"12—,;_---2'692--I—26°12----{--2'6"12----H (TYP) A —3XX5 =3CD X5= 3X7 =W=3X5 =3X3 =3X5 F G H I J K L Zo T # + TM SR Q PM O N M =3X5 =3X3 W=3X5 =3X10 =3X7 =3X3 =3X5 3X5 102" 1 1210"4 1 F 23'0"4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CS1 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 BCLL: 0.00 Enclosure:NA T 493 /- /- /- /- /3.8 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 Mean Height:NA ft HORZ(TL):0.024 M T Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 P Min Brg Width Req= 1.3 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.645 M Min Brg Width Req= - Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.457 Bearings T&P are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.469 Loc.from endwall:NA FT/RT:10(0)/4(0) Members not listed have forces less than 375# I:NA GCpi:NA Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:NA WAVE Chords Tens.Comp. Chords Tens. Comp. VIEW Ver:16.01.000.0327.15 Lumber B-C 124 -776 G-H 0 -1165 Top chord 4x2 HF#2 C-D 130 -775 H-I 0 -1165 Bot chord 4x2 HF#2 D-E 139 -764 I-J 0 -1165 Webs 4x2 DF-L Std/Stud E-F 1075 0 J-K 0 -1349 F-G 1075 0 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Loading Chords Tens.Comp. Chords Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent T-S 687 0 P-O 409 165 bottom chord live load applied per IRC-12 section S-R 775 -130 O-N 1362 0 301.5. R-Q 377 -436 N-M 967 0 Q-P 377 -436 Additional Notes +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. recommendations. Deflection estimate assumes composite action with T B 0 -776 G-O 923 0 single layer of the appropriate span rated glue-nailed R-E 619 0 N-K 436 0 wood sheathing. G �p PROp E-P 0-1175 K-M 0 -1091 Truss must be installed as shown with top chord up. .(`i� Ft4� P-G 0-1444 Z ,/ AP )r 6/2118 OREGON 14 20,i9'�v R.n.w.6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ceiling.Locations shownlforfpoermanent lateral resttraint of webs shall have bracinaqthnstalled per BCSI sections B3,B7 properly as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A drawings 160A-Z for standard plate positions. ALPINE'NE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of pro siona engineeringg 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 5ec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.ipinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number: 1116053 Ply: 1 SEQN:11594 / T4 / SY42 Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 9 FROM:BB DrwNo: 298.18.0802.52969 Truss Label: E BFR / GWH 10/25/2018 7'10'8 8' "8 16'3" 7'10"8 16"' 7'10"8 1*--2'6"----j--2'6"12--f---2'6'12---{ I---2'6"12----{--2'6"12--{ (TYP) 1112AX4 =3X810 1112X4 =3X3 3X3 1112X4 =3X10 1112X4 C D E F G H 1 Lo K / ,_ +v. - \ / \ N 4I =3X7 =3X10 1112X4 K =3X10 1112X4 =3X7 A 16'3" I 16'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.185 L 999 480 BCLL: 0.00 Enclosure:NA N 926 /- /- /- /- /- Lu:NA Cs:NA VERT(TL): 0.302 L 644 360 I 926 /- /- /- /- /2.5 BCDL: 7.00 Category:NA EXP:NA Snow Duration:NA HORZ(LL): 0.039 I - - N Min Brg Width Req= - Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.064 I - - I Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearing I is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.373 Load Duration:1.00 MW FRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.773 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.535 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-2434 E-F 0 -2434 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2434 F-G 0 -2434 Lumber D-E 0-2748 Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1507 0 K-J 2748 0 Bottom chord checked for 10.00 psf non-concurrent M-L 2748 0 J-I 1507 0 bottom chord live load applied per IRC-12 section L K 2748 0 301.5. Maximum Web Forces Per Ply(lbs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging N B 0-1701 J-G 1053 0 recommendations. B-M 1053 0 G-I 0 -1701 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`����Ep PROpsr6% o i/ 6/2118 n OREGON `41.20,i9 v 'VAN "N� Renews 5/30/2019 "'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss Box 488 entsoforegon,Inc. Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNE7.21 OR 97113 Component Safety Information,byTPI SBCA)anc3f' f per or safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached igiBCSI.lig.Unlesscations shownlfottpoermanent lateral res traint ntlofwebs shstructurallracing installed bottom Ihsections B3,,67 or 1 , as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ALPINE truss in conformancgge with ANSI/TPI 1p,or for handling,shipping,installation gand bracing of trussesA seal on this drawing or cover page listing usel of thisndrawing for any structuress the7responsirbilitygof the Building Designer per ANSIRPI11 Sec shown. The auicability 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:wew.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEAN:112564 /T3 / SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53202 Truss Label: A BFR / GWH 10/25/2018 53" 514" 81" '-1 53" 1" 2'9" I-----2'6" -1- 2'692--I (TYP) - (TYP) 1111.5X3 3X5= 1111.5X3 ABC 3DX5 1111.5E 3 T - - - L. 1 x � IG F 3X5 ----3X3 1111.5X3 -- 3X5 k 81" i I 81" -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.022 H 999 480 BCLL: 0.00 Enclosure:NA I 461 /- /- /- /- /_ Cate o NA Lu:NA Cs:NA VERT(TL): 0.036 H 999 360 F 461 /- /- /- /- /2.5 BCDL: 7.00 9 ry Snow Duration:NA HORZ(LL): 0.006 F - - I Min Brg Width Req= - Des Ld: 57.00 EXP:NA Mean Height:NA ft HORZ(TL):0.010 F F Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.1.5 Bearing F is a rigid surface. Soffit: 2.00 BCDL:NA psi Bldg Code: IRC 2012 Max TC CSI: 0.445 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.454 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.199 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -666 C-D 0 -663 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud I-H 625 0 G-F 664 0 H-G 663 0 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 301.5. I-B 0 -706 D-F 0 -750 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. O`����EO PROFFss' O vr 'VIP)' 1 i 6/2118 OREGON v lis. 1.247.,o,0s No Renews 0/50/2010 "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 4ee Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached rrir igpidceiling.Locations shownlforfpoermanent lateral esttraint of webs shstructural ll hav bracinaggttins-tailed per BCSI sections B3,,B7 or 1 , as applicable. Apply plates to each face of truss and position as shown above and on the Joint�Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page , "r""°A"" listing this drawing indicates acceptance of pro ssiona engineeringresponsibility 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.aipineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:wew.iccsafe.org Sacramento,CA 95828 • Job Number: 1116053 Ply: 1 SEON:24802 / T14 /SY42 Cust:RR7175 JRef:1Wfl71750001 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 - - - - - io I 1 - t 1 - I I I f - 1 I I I T 7"8 2X4H - 3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5(**) �. 8'1" H 81" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or•=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in lot 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 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL) O' 131 / / / /- /g7.0 BCDL: 7.00 Category:NA VERT(TL): 0.000 B 999 360 0 Min Brg Width Req= - EXP:NA 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# F 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 CEO PROFF Deflection estimate assumes composite action with .��i rQ� single layer of the appropriate span rated glue-nailed �co /0 wood sheathing. %. Z a 41P511111.' 11 6/2118 OREGON 940 n.zo.1s N� L • Renews 6/8012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS p o Box entsoforegon,Inc. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA fr safe 503 3 ) safety practices prior to performing these functions. Installers shall provide temporary ( ) 57-2119 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigAid 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 Joint Details, unless noted otherwise. kefer 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,an 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 proTessionar 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.alpineltw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:350844 /T11 /SY42 Cust:R R7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53249 Truss Label: F BFR / GWH 10/25/2018 E" I2'9" 3 8" 6'5" H2'9" 11" 2'9" H 2'6"--" (TYP) 1111..5X3 r=-3X3 =3X3 I111.5DX3 T - 1G F E 1111.5X3 III 1.5X3 =3X3 3X3 A- 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 BCLL: 0.00 Enclosure:NA H 366 /- /- /- /- /2.5 Lu:NA Cs:NA VERT(TL): 0.046 G 999 360 E 366 /- /- /- /- /- BCDL: 7.00 EXP9NA ory:NA Snow Duration:NA HORZ(LL): 0.007 B - - H Min Brg Width Req= 1.5 Des Ld: 57.00 Mean Height NA ft HORZ(TL):0.014 B - - E Min Brg Width Req= - NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearing H is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.396 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.256 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.135 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -452 Wind Duration:NA WAVE VIEW Ver:15.01.01B.0522.21 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud H G 451 0 F-E 451 0 G-F 452 0 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 301.5. H-B 0 -509 C-E 0 -509 Additional Notes Truss must be installed as shown with top chord up. O`y� 1/0:1 p EPROFk. ',-6' , 411111130', i 6/2118 OREGON .I 9 `•n.20r ism Rpt • .1k Renews 6/30/2019 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fo'r safety actices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ceiling.Locations hown fofpoermanent lateral resttraintlof webs shall have bracinaggt ins3alled per BCSI sections B3,B7 properly as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Defer to A drawings 160A-Z for standard plate positions. ALPINE NEAlpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page N1nYOJAP"" listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sult-ability and use of this drawing for any structure is the responsibllitgof the Building Designer per ANSIfTPI 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.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 1, Job Number: 1116053 Ply: 1 SEQN:26319 / T28 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB Truss Label: Z DrwNo: 298.18.0802.53420 BFR / GWH 10/25/2018 H—1'4"12--I--- 1'4"----1 (TYP) A E T :-- io I I�I�I�I� • .• ....1•...1.-=•• co iiMmomimii .-_: K G — 2X4 -.-2X4 3X5(**) =3X5(**) =3X5(**) I" 5'5"14 5'5"14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSl 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) i LL): 0.000 D 999 480 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA G* Mr- /- /- /- /65.9 VERT BCDL: 7.00 Category:NA (TL): 0.001 D 999 360 G Mn Br Width Req= - EXP:NA Snow Duration:NA HORZ(LL):-0.000 K - - Bearing K is a rigid surface. Des Ld: 57.00 Mean Height:NA ft HORZ(TL):-0.000 K NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.164 Load Duration:1.00 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 O��� PROpSS Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed Gj /O wood sheathing. �� .4112t ., 414r430111' 1 t 6/2118 OREGON 9 "en.2l.19� Rp1. i .N� Renews ef80/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss Boz 4ee emsatoregon,Inc. Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component SafetyInformation,by TPI an 'SBCA fo'r saetemporary bracing per BCSI.Unless noted ooherwise,top chord shall have properlpriorached performing sheathin iI and bottom chordshallhavrprly 1503)357-2118 Ext attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or r handling,shipping,installation and bracing of trussesA seal on this drawing or cover page ""n"�"'"" Mr listing this drawing indicates acceptance of prooessionar engineering responsibility solely for the design 8351 Rovana Circle Sacramento,CA 95828 For more Information see this bb's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.ornw ;SBCA: ww.sbcindustry.com;ICC: www.iccsafe.orq Job Number: 1116053 Ply: 1 SEAN:24813 / T5 / SY42 Cust:RR7175 JRef:1W671750001 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 1.56X3 III 1.5CX3 III 1.5X3 I I �i�i�i■�i�i�iI_fr F-1 I�I,_: ' Job Number: 1116053 Ply: 1 SEQN:39505 / T19 /SY42 Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53186 Truss Label: M BFR / GWH 10/25/2018 2,9" i3.4"1/;18 2'9" 7"12 F'----2'6" -{ III 1.5X3 ----3X3 III 1.5X3 A B C T -: 1 Ah F 3X3 I111.5X3 1111.5X3 A 364 A F 3'6"4 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL):-0.028 E 999 480 95 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.070 E 602 360 D D 95 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.015 B - - F Min BrgWidth Des Ld: 57.00 EXP:NA Req= - Mean Height:NA ft HORZ(TL):0.036 B D Min Brg Width Req= - NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor.1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.796 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:16.01.00C.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. 61 Oy 1 i 6/2118 OREGON GI ' 9,Q,`+i.;0,19�G Renews 5/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Componpeent Safety Information,b TPI and SBCA)fr safety practices prior to performing these functtiions. Installers shall provide ternporra (503)357-2118 Ext attached rigir d ceiling.Locations s�hownlfortpoermanent lateral estrraint of webs shstructuralll racingp ins-tailed bottom sections B3,/B7 or B10, 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_gComponents 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., """4COMPANY listing this drawing,indicates acceptance of proTessional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 5-ec.2l. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these wet,sites:ALPINE:www.alpineltw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org * Job Number: 1116053 Ply: 1 SEQN:26315 / T27 /SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53561 Truss Label: X BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A B I ._____. I II .___. II=111•11 M E, D 2X4 - 2X4 1111.5X3 1111.5X3 H 1'10"4 -{ I--- 1'10.'4-I I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 D* 114 /- /- /- /- /22.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 D Min Brg Width Req= BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 E - - Bearing E is a rigid surface. Des Ld: 57.00 EXP:NA HORZ(TL):-0.000 E - - 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: 0.245 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.038 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.146 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. �` elcC(' PRO�cFs O i //Airs /r 1/ 6/2118 OREGON J 14)'b 20, Nt Renews 8/3012019 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling9 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIus OR 97113 Component Safety Information,by TPI and SBCA)for safety pactices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to AALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µr,,*,COMPANY truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawing,indicates acceptance of proessiona engineering responsibility solely for the des�iggn shown. The suitability and use of this dawing for any structure Is the responsibility of the Building Designer per ANSIITPI 1 S-ec.2. 8351 Rovana Circle For more information see this bb's general notes page and these web sites:ALPINE:www.alpineltw.com;TPI:www.tpinst.org;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.org Sacramento,CA 95828 r 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 III1.5X3 III1.5X3 111284 III 4 CA D I11w2_Iii i H G F E 1112X4 1112X4 1111.5X3 1111.5X3 �— 118"8—� 1'8n8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Def11CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pt NA Ce:NA LL VERT ):-0.024 C 855 480 ( H 46 /40 /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):-0.040 C 510 360 E 46 /4011 /- /- /- /- 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 Creep Factor: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. Bot chord 4x2 HF#2 Webs 4x2 DF-L#2:W2,W3 4x2 DF-L Std/Stud: Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. ���EO PROFESS Negative reaction(s)of-401#MAX.from a non-wind load case requires uplift connection.See Maximum aG tNE . Q Reactions. CEJP 19575 Tr sstuftbsinstalledasebww►withtepehetAup. /I i 1 6/2118 OREGON 9ROn.20,i9 VG L s v Renews 513012019 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 408 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)Mr safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached rirgiticeiling.Locations shownlfortpoermanent lateral ha ve aint of webs shall have bracing insTabled per BCSI sections B3,B7 properly as applicable. Apply plates to each face of truss and position as shown above and on the Joinl9Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,H N truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessional engineering responsibility solely for the design shown. The suitabilityg and use of this dawing for any drawing is the responsibilitf of the Building Designer per ANSIITPI 1 design 8351 Rovana Circle Sacramento,CA 95828 For more information see this bb's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.ipinst.org;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.org * SEQN:210981 T6 FLAT Ply: 2 Job Number: 1116053 Cust:R7175 JRef:1WfI71750001 FROM:BB Qty: 1 Rvrside 2885 Floor Master DrwNo: 298.18.1647.02000 Truss Label: LG PBC / GWH 10/25/2018 1 5 5 2 Complete Trusses Required 37106'9"9 _ 10'410 13'11"10 17'6"11 20'10"9 24'4"4 3'5"10 I 3'3"14 I 3'7"1 I 3'7"1 3'7'1 I 3'3"14 I 3'5"10 H 6X8 =4X88[5] I111.5CX3 =3X5111] =3X5113] =3X5=3X518) =3X5120] =4X5 T � r_- if E ■■ G Fl _ .. `° : I�I•� NMI -��rir/_f� _ •�- -� Ili! ! 1113X5 5X7[4]= =6XNEN inn 8 7]=SS0514 = = 3X5[12] =3X5[14] =3X5[19] 3X5 [21] 1111.5X3 k 24'4"4 3'5"10 _, 3'3"14 , 3'7"1 I 3'7"1 I 3'7"1 I 3'3"14 , 3'5"10 3'5"10 6'9"9 10'4"10 13'11"10 17'6"11 20'10"9 24'4"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL): 0.539 N 541 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL): 0.886 N 329 240 R 2980 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration: - HORZ(LL): 0.078 A - - J 1296 /- /- /- /- /- Des Ld: 57.00 EXP:NA Kzt:NA HORZ(TL):0.180 A - - R Brg Width=5.5 Min Req= 1.6 NCBCLL:0.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:2.0 J Brg Width=3.7 Min Req= 1.5 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: Custom Max TC CSI: 0.861 Bearings R&J are a rigid surface. Load Duration:1.15 MW FRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.779 Members not listed have forces less than 375# Spacing:Special loads C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.844 Maximum Top 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 0-4182 E-F 0 -5196 Wind Duration:NA WAVE,18SS VIEW Ver:16.01.00C.0327.16 B-C 0-8040 F-G 0 -5196 Lumber Additional Notes C-D 0-8040 G-H 0 -3500 D-E 0-6911 H-I 0 -1761 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4 DF-L Std/Stud:W2,W4,W8,W10,W12,W14 Use of truss designs for any particular project Maximum Bot Chord Forces Per Ply(lbs) 2x4 DF-L#2: is the responsibility of the building owner or Chords Tens.Comp. Chords Tens. Comp. building design professional.Building designer is Nailnote responsible for conventional framing.Loads& Q-P 4522 0 N-M 5340 0 Nail Schedule:0.120"x3",min.nails dimensions entered by truss manufacturer. P-O 7016 0 M-L 3646 0 Top Chord:1 Row @12.00"o.c. O-N 7016 0 L-K 1920 0 Bot Chord:1 Row @ 7.00"o.c. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. A-R 0-1432 E-M 0 -576 Special Loads A-Q 4393 0 M-G 1642 0 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Q B 0-1356 G-L 0 585 TC:From 17 plf at 0.00 to 17 plf at 24.35 B-P 3731 0 L-H 1693 0 BC:From 2 plf at 0.00 to 2 plf at 24.35 P-D 1156 0 H-K 0 -632 BC:3813 lb Conc.Load at 6.80 D-N 0 -422 K-I 1849 0 Plate Shift Table �so PROFFs4 N-E 1666 0 I-J 0JT Plate 613 No Size Shift Chord Bitehord .No Size Shift JT PlaC Bite w CINE i0 [4] W5X7 S 1.25 [5] W4X8 S 1.25 19575 � 7 _[12] W3X5 2.25 L 1.25 [13] W3X5 2.25 R 1.25 4k � [14] W3X5 S 1.25 [18] W3X5 S 1.25 [19] W3X5 2.25 L 1.25 [20] W3X5 2.25 R 1.25 1 a 6/21 8 [21] W3X5 2.00 L 1.25 OREGON Purlins 1 fin.20,19 The TC of this truss shall be braced with attached "-0L aW"N� spans at 24"OC in lieu of structural sheathing. Renews 8/90/2019 **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 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component S fety Information,by TPI and SBCA)Mr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown 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 osition 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 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-fessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this MIA general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:www.fpinsf.orq;SBCA:www.sbcindusfry.com;ICC:www.iccsafe.org • " Job Number: 1116053 Ply: 2 SEAN:108037 /T1 / FLAT Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52968 Truss Label: KG BFR / GWH 10/25/2018 I 5 5 2 Complete Trusses Required 1 4'9"8 1 2'4"14 1 3'2"1 17"8 , 6'5"8 16'1 "2 9'4" 7494 9"2 1'8" 5"1b 2'4"14 1111.5X3 III 1.5X3 -=- 5X 1.BC 3 I111. 3 1.E3 F =6X8 G T W2 D I : : : w: FP i r- 0 -8 U 7 NO M L K J I H 5X7(") 1111.5X3 m-5X7("") 1113X7 III 3X7 III 1.5X3 III 1.5X3 A' 9'4" 1 1" 2'4"14 9"2� 1'8" I5"1O 2'4"14 1 2'4"14 3'2" 1'7"8 1 6'5"8 6'1 "2 9'4" 4'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.089 D 999 360 N 3417 /0 /161 /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.179 D 626 240 H 3658 /0 /161 /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 A - - N Min Brg Width Req= 2.8 EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.043 A - - H Min Brg Width Req= - NCBCLL:0.00 TCDL:NA psf Code/Mist Criteria Creep Factor:1.5 Bearing N is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.625 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.745 Members not listed have forces less than 375# Spacing:2.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.720 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 101 -2936 D-E 106 -3053 Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 B-C 106-3053 E-F 106 -3053 Lumber Additional Notes C-D 106-3053 F-G 101 -2895 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per 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 ,�(GQ'�O PROFFs� ("")2 plate(s)require special positioning.Refer toAdiE �y O scaled plate plot details for special positioning 01. requirements. •4 Purlins ���i The TC of this truss shall be braced with attached 1 t 6/2118 spans at 24"oc in lieu of structural sheathing. OREGON Additional Notesv Use of truss designs for any particular project 9'riii. Ve^•20,19 is the responsibility of the building owner or ��. a "N building designprofessional.Building designer is responsible for conventional framing.Loads& Renews 6/3012019 dimensions entered by truss manufacturer. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling,shipping installing and bracing. Refer to and follow the latest edition of BCSI(Building C357-2118US OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503) Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent 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 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 ulnwcoMPulr 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 proressronat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq I Job Number: 1116053 Ply: 1 SEQN:11721 / T18 /GABL Gust:R R7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53187 Truss Label: RT3 BFR / GWH 10/25/2018 I. 5'9"13 I 11'5'15 I 17'3"12 5'9"13 5'8"1 5'9"13 I'—1'4" (TYP) A FAA K P T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 1.0 1 T H $ $ $W2 !J- 0 0 0 0Ai !} I� 0 0 W6 0 1 t! U3X3� �������,��� �R S 3X3 1111.5X3(") =4X8('") =4X8("') II 1 5X3(") I 17'3"12 5'8"1 " 2 5'4"9 " 2 5'8"1 5.8"1 .-13 11'4"3 1 $"15 35 17'392 ' 1"9 1 '7"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph PE 21.2 Ce:1.1 VERT(LL): 0.036 C 999 360 R' 84 /0 /35 /- /- /207 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.074 C 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 P - - R Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):-0.000 U - - Bearing U is a rigid surface. NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.248 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.154 Maximum Web Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.406 Webs Tens.Comp. Webs Tens. Comp. Loc.from endwall:Any FT/RT:2(0)/4(0) AA-F 117 -485 K-AF 117 -484 GCpi:0.18 Plate Type(s): AA-T 105 -433 S-AF 105 -433 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 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. ,s4O PROP& Gp GtNFF1O 19575 'Q Z , '- i / i 6/21 8 OREGON *4 14 n.20,14 N I. • Reaemm 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,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 bracjn installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover me "n"°"" listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any stnlcture is the responsibility of the Budding Designer per ANSI/TR 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org F I Job Number: 1116053 Ply: 1 SEQN:102909 /T24 /GABL Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53342 Truss Label: RT9 BFR / GWH 10/25/2018 H 1'4"H [— 12 (TYP) A T 0 0 a -0 0 0 II fl U I 0 0 U a 0 a U 0 B RJ F 10'3" I 10'3" 10'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI 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): 0.000 B 999 360 J* 97 /18 /37 /- /- /123 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - J Min Brg Width Req= EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.000 A - - Bearing R is a rigid surface. NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.019 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 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. .t�Eo PROFS p GINE VO 19575 �+ 'I , i4111 . 4 1 r 6/2118 OREGON 9 Ven.20,19 Rpt . .VW Renewe 6/30/2010 **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 4e8 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A PL I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the H,r wCOM�,Y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibilitf of the Building Designer per ANSIITPI 1 Sgec.2. 8351 Rovana Circle For more information see tMs lob's general notes page and these web sites: ALPINE:www.alpineltw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 . Job Number: 1116053 Ply: 1 SEQN:105600 /T12 /GABL Cust:R R7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52937 Truss Label: RT6 BFR / GWH 10/25/2018 I3"8 96" H 3" 92"8 H 1'4"H (TYP) A H T 0 W1 0 0 0 0 0 0 0w2 !.00 0 0 0 0 0 1 Q- - N 3X5(**) G 3X5(**) 1113X5 1113X5 1 9'6" H 9'6" H 9'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.157 E 726 360 K* 84 /0 /35 /- /- /114 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.317 E 359 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 K - - K Min Brg Width Req= - EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.007 K - - Bearing K is a rigid surface. NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor.1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.667 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.486 Maximum Bot Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.509 Chords Tens.Comp. Loc.from endwall:Any FT/RT:2(0)/4(0) K-J 455 -165 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#1&Bet. Webs 2x4 DF-L Std/Stud:W1,W2 2x4 DF-L#2: Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Use of truss designs for any particular project ���EO PRO is the responsibility of the building owner or building designprofessional. Loads&dimensions �`� /O entered by truss manufacturer. t, u • .4. 1 t 6/21 8 OREGON .4 ` 20.10$ G• '9,Q l • H.n.w.elao/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 87113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE I drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN*=WAN,/truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of DroTessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibilitliof the Building Designer per ANSIITPI 1 Sgec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindus(ry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:102907 /T23 /GABL Cust:RR7175 JRef: 1W671750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53374 Truss Label: RT10 BFR / GWH 10/25/2018 1'4"--{ 1'12 (TYP) 1 A G T O 0 0 o a 00 fp 1 0 a 0 0 a lIa I 71" I 71" 7'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 H. 97 /30 /37 /- /- /85.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - H Min Brg Width Req= - Des Ld: 42.00 EXP'B HORZ(TL):0.000 A - - Bearing N is a rigid surface. Mean Height:15.00 ft NCBCLL:10.00 Code/Mise Criteria Creep Factor:1.5 TCDL:4.2 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.027 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.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. ,asO`�47. PRO O i 4411FAV 0 t 1 6/21 8 OREGON `4 9RO` , N o.J ot t, Asa.w.5/3012019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 4e8 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinlfDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure Is the responsibility of the Building Designer per ANSI/TPI Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this ow b's general notes page and these web sites: ALPINE:ww .alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.om * . Job Number: 1116053 Ply: 1 SEQN:11729 / 720 /GABL Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52940 Truss Label: RT7 BFR / GWH 10/25/2018 H-1'4"—H (TYP) A E T °� • N�N W 1 • "I i �� m�� 1 G 3X3 =3X3 1111.5X4(**) 1111.5X4(**) I- 5,6" - 5'6" 11 5'6" Loading Criteria(pat) 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): 0.048 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 - - BearingH is rigid surface. Des Ld: 42.00 Mean Height 15.00 ft ( ) a 9 NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor.1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.239 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.227 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.322 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud:W1 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ���� 0 RP 0,t- ..4% i 0 Z AllireLE ' , ._ 6/21 8 OREGON S 9 ;o,is O'TO` N Renews 4130/2019 **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 andSBCA)Mr safety practices prior to performing these functions. Installers shall provide temporary (593)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown 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 Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ssnwcooPA., 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 pessrona engineering responsibility solely for the des�ign shown. The suitability and use of this droawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.ipinsl.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 * M Job Number: 1116053 Ply: 1 SEQN:11717 / T8 / GABL Cost:R R7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53514 Truss Label: RT4 BFR / GWH 10/25/2018 1,4„ H-1'2„4 (TYP) A E T N�N • • W 1 • • t. ' G 3712 X3 =3X3 1111.5X4(**) 1111.5X4(**) 5,4„ 5'4” 5'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.042 C 999 360 G* 84 /0 /35 /- /- /64.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.085 C 748 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 E - - G Min Brg Width Req= - EXP:B HORZ TL:-0.000 H - - BearingH is rigid surface. Des Ld: 42.00 Mean Height 15.00 ft ( ) a 9 NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.223 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: 0.215 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 I VIEW Ver:15.02.00C.1217.15 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud:W1 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. tiEp PRO/r`FS O m ._ •14. 6/2118 OREGON v '99-0000n,zo,� N�'+ L � Renew.613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS CORNELIUSOR 97113 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 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. (refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w nw mMvnN truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.ipinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orrl Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:118514 /T29 /FLAT Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53530 Truss Label: BP1 BFR / GWH 10/25/2018 III 3 A -3X3 B in 1 -11110. 11_ 1111.=.4.11■• 3X3 1111.5X3 1'8"4—� 1'8"4 1'8"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSi Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 71 /0 /29 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 71 /0 /29 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B HORZ TL:0.000 A - - D Min Brg Width Req= 1.5 Des Ld: 42.00 Mean Height:15.00 ft ( ) C Min BrgWidth Req= 1.5 NCBCLL:10.00 TCDL:6.0 psf Code/Mise Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.041 Bearings D&C are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.021 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.024 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to transfer lateral or longitudinal forces.Sheathing or other bracing is required EQ PROF for any longitudinal(drag)forces.All horizontal and vertical y4-EL Fss� diaphragms and connections shall be designed by the engineer of record.See Code section R602.10.6.2. A O I, lifiro, air 6/2118 OREGON 'TOLn.20.i9 .6'� L Renews43/3012019 "WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping installing,and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357-2118US OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503) Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for pbracing ermanent lateral restraint of webs shall have 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 LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the „ ,s truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing Indicates acceptance of oro-fessionaf engineering responsibility solely for the design shown. The suitaability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1Circle Sec.2. 83518Sacramento,Ca 95828A 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 A Job Number: 1116053 Ply: 1 SEQN:116938 /T30 /FLAT Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53545 Truss Label: BP2 BFR / GWH 10/25/2018 1111.5X3 1111.5XB3 mim I►�_ les.-=1431C 1111.5X3 1111.5X3 1'1"6—� 1'1"6 "{ 1'1"6 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 47 /0 /19 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 47 /0 /19 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B HORZ TL:0.000 A - - D Min BReq Width 1.5 Des Ld: 42.00 Mean Height 15.00 ft ( ) 9 Code I Misc Criteria CreepFactor:1.5 C Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:6.0 psf Bearings D&C are a rigid surface. Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.018 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 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:15.02.00C.1217.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. � p PROP . This truss is designed to support vertical loads only. 4e `ptSj This truss has not been designed to transfer lateral or O� Oy longitudinal forces.Sheathing or other bracing is required • diaphragms and connections shall be designed by the r` engineer of record.See Code section R602.10.6.2. 1/ 6/2118 OREGON 9RO` s se, Renews e/so/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 C3) OR 97113 Component S fety Information,by TPI and SBCA)Mr (5 003)357 US safety practices prior to performing these functions. Installers shall provide temporary 357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MlnwO COMNr truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of prosesionar 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 ANSUTPI I Sec.2. 83Sa51a Rovana C Circle 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 1116053 Ply: 1 SEQN:116940 /T31 /FLAT Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53232 Truss Label: BP3 BFR / GWH 10/25/2018 1111.5X3 1111.5X3 AS�B io ►� ►� e1011 ►�C 1111.5X3 1111.5X3 1'0"8-j L 1'0"8 1'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 44 /0 /18 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 44 /0 /18 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ TL:0.000 A - - D Min Brg Width Req= 1.5 ( ) Mean Height:15.00 ft Code I Misc Criteria CreepFactor:1.5 C Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:6.0 psf Bearings D&C are a rigid surface. Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.016 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. �its 0 PROFF This truss is designed to support vertical loads only. �( . This truss has not been designed to transfer lateral or G IN EF longitudinal forces.Sheathing or other bracing is required V' 19575 �► Z diaphragms and connections shall be designed by the 4- 0 engineer of record.See Code section R602.10.6.2. alli a 6/2118 OREGON 9ROC9 n.20.1 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.Box488 Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 d safety9. (503)357.2118 Ext ComponentSafety Information,by TPI an SBCA)fog 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 bracingg ins-Called per BCSI sections 63,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the µm COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of tnissesA seal on this drawing or cover pane listing this drawing,Indicates acceptance of proTessronaf 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)‘NSI/TPI 1 Sec.2. 83Sa519 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 I Gable Detail i 1 For Let-in Verticals Gable Truss Plate Sizes ORefer to appropriate Alpine gable detail for Tr minimum plate sizes for vertical studs. QRefer to Engineered truss design for peak, splice, web, and heel plates. • Q QIf gable vertical plates overlap, use a single plate that covers the total area of ;��� the overlapped plates to span the web. ' © Example+ 2X4 0 4 ° 2X4 2X8 • 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing © Member Member © Toe-nnR - Or - XEnclno 4 ; -a I w la i i ,1 >a ai © To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. a�t�Y Alpine gable by lil tbased on appropriate Alpine detail). Attach each 'T' reinforcing member with End Driven Nails' Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenaled Malls specie, and grade of the 'L' reinforcing member. • h 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace': k 4 Nell 1 1 (4) toenails in the top and bottom chords. 'T' Reinf. 'T' 'T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 Y. ASCE 7-05 Gable DetailDrawings Examplen 2x6 20 X A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Gable SpacedlAt ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP 83 4' ac A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101O14, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 MaxinLem 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maxkiun unreinforced gable vertical length. _. __ 1 4 Nail A r Ceiling � - 4e 00 PROpr, A/ante.REAR MO Fa1w ALL IMES oh TIES SNAVOR C'! 1967b a NG 157 FF Z REF LET-IN VERT �O .mwlT FURNISH 7115 PRAWNS TO ALL ca1T TUrs DRUM hs TIE INSTALLERS Trusses require care in fabricating.handling,meq,MetaUlip and bracing. Refer to and follow one latest of'LSI Guiding Component Safety Information,by TPI and SILO for safety I % DATE 10/01/14 � tires prior to these Newtons. Installers shall provide Per SCSL b`de`::noted top chord shed have property attached structural aeeo Ay bottom crud /� DRWG GBLLETIN1014 _ ek sshall have hall have a attached rigid plY�s sLocatio s shown for parliament lateral restraint of webs AL F O N per above ,,w a R., J nt sites winsepplicable.no d o plate beach face r/.1l of truss and u shoran oboes and an the Joint RA s,wins rote open OREGON J Refer to dna Z for staidord plate poslldam Moine,a dhbbn ofl'31V Wap Components 9a�p Inc shall not be responsible for ay deviation frau AN OWOOMOODY tuts drawing,any f to lligethe truss in aanfarnanr.da,ANSVIPI 1,a for henaYmp slipping, '9� 4-20,06* G'f MAX. TOT. LD. 60 PSF Installation 1.braebq trusses V A seal on ud. oyooverpage listing Nis drawing,scats acceptance of professional OC g ,0 the shown The swwlty and motor tw drawing DUR. FAC. ANY 13389 Lakefront Drive for�tmre r'lsPare�htY �> per ANEI/IPI Sate. Earth City,MO 63045 For Information ail IN.Jab's general notes page and arse web sites Renewegi30/2019 MAX. SPACING 24.0' ALPINE.winlibieltaccal WI'sww.tpestorgt SRM wwasbcindutry.orgh ICG eeslccsafea'g i 9 I STRONGBACK BRIDGING REC❑MMENDATI❑NS P.-All scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK BRIDGING TOGETHER 'stress graded lumber.' �! P.-All strongback bridging and bracing shall be a "%� minimum 2x6 'stress graded lumber.' 4' �� 1��I ►The purpose of strongback bridging is to -0- ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting in an overall increase in the SCAB 6'NOTE' LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP S ' BACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBA•, BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o.c. (max.) NOTE' Details 1 and 2 a ,e the preferred attachment methods .The -terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) 10d COMMON important structural requirement of any floor 1 (0.148'x3') NAILS OR <4) 1Dd BOx/GUN or roof system. Refer to the Truss Design opo- =•x3.o') NAILS Drawing (TDD) for the bracing requirements for �/ 7 /' / / particularly each uastrongb'strongback l -truss component. ridging'Bisdaing,' � �a FM I I � I� recommendation for a truss system to help ��r ,�' control vibration. In addition to aiding in the / \�`�'�� distribution of point loads between adjacent \'` � �� truss, strongback bridging serves to reduce `' �/ STRONGBACK BRIDGING 'bounce' or residual vibration resulting from • -AC1 - ,, -y„ T moving point loads, such as footsteps. MEM=f10ET=M aM I rtes at ale of -, The performance of all floor systems are (2) 10d COMMON (0.148'x3.0') OR DM ram 0 at add1113" ' enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK , TOP AND BOTTOM OF 2x4 ` RESTRAINED AT EACH END. ___ • rims at W ac' bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTA s by Alpine. STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILSFor additional information re ardin stron back OR (4)10d BOX/GUN (0.128'x3.0') g g NAILS. O g bridging, refer to BCSI (Building Component .01111.41111 ` 4, ���� Safety Information). Milplog lleV .....0000---A4 •,,,........t. _,,,.. .„„ ri �I,jI „,,... .-_400 1 �� ZATTACH STRONGBACK \/ TO BOTTOM OQiD WITH so D - SCREWS STRONGBACK B' IDGING ATTACHMENT ALTERNATIVES 406 N��%Asp% -waw1. a"'M FOLLOW S WI T1[s Mavmo C, N� L' "FTC LL PSF REF STRONGBACK .mrinr MOM THIS MUM TO 41 aNIR.CRRS INCLI RIO NE INSTAL ERS. 19675 'Lir”Trusses;Tit= care Y'rsbrlcatf'.hSntlb,O. �p rnwuno on° IINer to and TC DL PSF DATE 10/01/14 alert or SCS[Many Cm. ins safely00 foprdey Tr[aynd SICN run.d sy I %, praeticno pylar to orNq them PVcllvu. Inrtdars SIVA ttruprovide tergarary-bnebo p0r KSL s noted •- •tap dmrd shat haw properly attenfo errant tabor tM'p aetr salsaf abs /� % BC DL PSF DRWG STRBRIBR1014 ot A UPI] shay have a • .. attached r ldd a.yio L53.57 tho.n for pwYamnt tetanal restraint or rebs N' .het have per KSI.and on the J or ns,u Appl pate.to each race 1 1/26/2018 \�fI of trust and • ' .s shown above end a,3.,e,tart Data,.WI vie�ss°nose=lee. BC LL PSF Refer to dna z far standard pate postdate. OREGON TOT. LD. PSF Mpb'e,a°'''' ITV.12 Cenpmwnb frac Inc.shat not be responds Porar�devalkn rran AN II INO�MPIINY tha dra.0p,.'y tr bold tie tress ti ernanee e11h AIISi/7PI 4 3.r ray banana .hlpprq 12h an.20.19tb G r sr t0wtlao 6. . - ,e1 travel. V ..est m tide . 3.r cover Ilslbp this�•bw,Indicates acceptance of prof.,.lael "'OLD .0 f:, sry.p r3.' desic.I'oa. The ard10s•1tr snd u e of tide drains ` DUR. FAC. 1.00 13389 Lakefront Dnve Iter er'y strtrelvr� r'e.porn�lly o/the 1�drp MslpMr pr ANYViFI t SaC2. Earth City,MO 63045 far ' Mornatian set tris Job's general notes� pa��and these..b.110.0 Nenews6l90/2019 SPACING N1eDE' ,cool TPL see ipb'story SRCA,male eetryary PCO.e.Ioesaf..org 1 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or. 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 M 2x4 Brace (1) 1x4 'L' Brace ■ (1) 2x4 'L' Brace Is (2) 2x4 'L' Brace ss(1) 2x6 'L' Brace 5 (2) 2x6 'L' Brace Si Bracing Group Species and Grades. Gable Vertical No Spacing Species Grade Brace* 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-FN Hen-Fir U SPF #3 4' 7' tud 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' in *2 a2 St Stud *3 Standard andard Stud 4' 7, 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' a HF Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' B• •as Fir arch Southern Pinesss lal #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' ® *3 —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' St® Stud Standard 8 #3 F L #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B• U _ #1 / *2 5' 6' 9' 5' 9' 9' Il' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Herr-Fir - S P P #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' *1 I, I. U HF Stud 5' 3.0 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' i1 Standard 5' 3'- 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' o h Douglas Fir-Larch Southern Pintails#1 59' 9' 6' 9' 10' II' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' *1 *1 a SP #25' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' *2 *2 #3 5' 5' 8' 6' 9' 1' I1' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' DFL ` 1x4 Braces shall be SRB (Stress-Rated Board). G) �--i Stud 5' 5'k 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' asFor 1x4 SoPine 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 d SPF #1 / A26' 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. #3 5' 9'w 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes! 13 U HF Stud 5' 9'p 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. Standard 5' 9'. 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Q ► Provide uplift connec5 p for 35 over X #1 6' 4'M 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing C3 psi TC Dead Load1. d , SP #2 6' i' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable and supports load from 4' 0' outlookers 10 #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'' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9'A 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' w About Attach 'L' braces with 10d(0.128'x3.0' nl,)nails. 1 t/,Gable Trust 2 )1( For Cl) L' brace. space nails at 2' ac. ili in 18' end zones and 4' o.c. between zones. Diagonal brace aptlora 31E31Fo '2) onesea. space nails at 3'ore vertical length nay be _ i T ' in 18' end zones and 6'o.c. between zones. 'L' bracing must be a mhtwum of 80X of web doubled when diagonal 18' ail i ♦ member length brace is used. Connect L diagonal brace for 3354 'L' at each end. Max web Br ce 4r♦ Gable Vertical Plate Sizes total length is 14/ , .4440.04444.... Vertical Lernpth No Splice 2x4 DF-L *2 or I I Less than 4' 0' 1X4 or 2X3 better diagonal r t Greater than 4' 0',but 2X4 Vertical length shown brnul single 18, • less than 11'6' in table above. or double cut ;) J ' Greater than 11' 6' 3X4 4, Cas shown) at L_ 1 B L upper end. li U 1] IJ 41 U 'U 11 I 1 I 'peak splice, and heel arrion platesl. For Connect dmg• • at / / / / /onthuous Beal et "Rep, / Refer to the Building Designer for conditions midpoint of vertical web. �I� A Refer to chart above for A ,,,1 let gth. not addressed by this detail =D IPT �THa"E"'iRa m ah TO°Y&I.NOTES 011 ALL CONTRACTORS�umg a WAVING INSTALLERS. N ' FAQ "Zy REF ASCE7-10—GAB12015 �Ba7a Trusses require pre In fabricating,handling,slipping,MbnUYnp and bracing. Refer to and follow q cteine latest of SCSI wrrg component Safety information,by m end MICA)for safety 1• ./A116 DATE 10/01/14 SUM n snotedd to top mardV ailfl have properly Installers d provide al rail er Dene�on•d in shall have a attadhwd Locations shoe,far permanent lateral restraint of rebs I� % DRWG A12015ENC101014 AI_PN oft truss per�c on th not D Details.s•pwbomdpoy plates wd.vac. / I haveof avand as roar above and on«a.7o r 110n noted atharrse. Refer to dr* Z for standard plate portion. OREGON Mpba,a division off.ITU.WWI.Components Gr•atO Inc.Mall not be reaparoble for deviation from ANITV COMawr this drawing,any fe1.e te Imwd the truss h cornforma.ce editNavin1.or for ma g,rrepbg, 'V 4 • 4° Installation& trusses. R " zo,tB (`► MAX. TOT. LD, 60 PSF A seal anthis or cove Matins this d.a.hg.Intakes acceptema f of professional Oi. , .N sAdry forety dirt,Mhoia Tins Designer per aro uw of ca drawing 13389 Lakefront Drive fOr wr% MsDti G ""�� �l l ae2' Earth City,MO 83045 A��° � � �notesandICC.web Renews 6d0/2019 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 La Deflection Limits • Facilitates drainage to Ovoid 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 tat can appear to 'sag.' Roof Trusses • Avoids 'dips' in roof rid tidies at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable -to adja ent clear span trusses. In accordance with ANSI/TPI 1 the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of all loads attributable to ponding that may occur dUe to the design of the roof drainage system. The Building esignerpshall also specify Truss Type Recommended Camber any dead load, live load, and -service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding toads. j Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration. Flat Roof Trusses (0.25 x Deflection from Live Load) + (1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or Note: The actual dead load may be considerably less than codes may exist that require exceeding these the design dead load. recommendations, or past experience may warrant using more stringent limitations. ���EO PRop. ".wwss«a..REAP MO Pu1w ALL.orfs a IRISINIa/aft 4 NG 1 N et 'O =MAT PMSN MS WAVING TO N.I.=TRAM= THE INSTALLERS. C7 19675 'P REF DEFLEC/CAMB W Trusses retests claw h PabrlostMq.=anent Siand RMrar a end 50 roUos the mast of Itcsl o[ulanG Cmi onant Si o rayon,by Ter far surety SI, DATE 10/01/14 ,41111,4, tier pylar to er.iog these furcuons. Inetemsn sheen p'o`Ade Yi brocry per sCs4 note° top°roe"shim have properly atte°"d structural sh`°�hr"v rota"chord e� i DRWG DEFLCAMB1014 II shall have ase a stteuwd rldd caps Locatbns shown for pnwn`nt lateral restraint of sem ALP 0 N C .�. R�oboI sae d on p.nor pt.os w t..ere APP plate.te seen face • • e oo truss and as d.aen above and an«».i ar IItats.r i —'-. A athersme. Refer to ora Z for stmMord plate position.. OREGON Alpine.s delsbn oI.',I Wldrq Ccspcnents Ge'oua Inc shoo not re reWarrbls for rryy deNetkn iron AN 1IW MPANY fids draw d my to bold the Mss incanroInenoe Mtn ANSVTPI I.ter far hendYy,ahbprp. `tan.20.ile .r hstaaatbn 4 bracing trusses. A seal an tide or cover page lash%Ws*swings bnaa les acceptance of professln l ROL t •N� solely for the designaw shown The itabety and of tide drasrep 13389 Lakefront Drive far any Is resporsbelty of '"e guldbigDesigner per Rol 1 Sec& Earth City,MO 63045 Par nor4 rifornatkm this de Job's several notes pope and*ase sub sites Renews 1190/2019 ALPINE.ns,a�wiaooru TPD ss tprutory RICA.ssesbcIAutry.wry ICO snbcsafeary i l ASCE7-10: 120 mph, 30' Mean Height, Closed, Exposure C 1. Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, AS 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft. Mean Hgt, ASO 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6' to 7'6' In length Kzt = 1.00, Wind TC DL=5.0 p#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 requements refer to DRWG A12030ENC101014). Top! Continuous roof shea hing Bots Continuous ceiling diaphragm H Greater than 7'6' to 12'0' maxi provide a 2x6 stiffback at mid-height and brace See Engineer's sealed designreferencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and othr information not shown refer to DRWG A12030ENC101014). on this detail. X 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 31',t min,) nails @ 6' o.c. I \IL 2X4 Blocking nailed to 45a sheathing and � � each truss H `1 _ ®_®_®_®_® �iiiiiiiiii 1—s�—�s��—s�INIM =2X4 DF-L *2 H/2 or betterdiagonal brace. Attach eah end ) L for 560#. ,I.I I 1 I I 1` k. I ontinuous Bearing , , , — 2x6 #2 Stiffback attached to each P Stud w/ (4) 10d box or gun (0.123' X 3', min.) nails. ���EO RO1E , i ""^f"wola.READ"g raw AU.NOTES ON 1143 C� NG,N�A %. REF GE WHALER waren FURNISH TIB WAVING TO ALL CUITRACIatS a1CLUMS TIC INSTALLER& 19675 r area latus° ' can h Pabrloeton,hent Sa and Mfer a end roAw ehr case or SCSI'dnl Component sarey'�0° ona~mny m rat rorty % DATE 10/01/14 prat 7:th ptor a entre .*hsv, =7..sNrR povK anpavy_tra6�R per Kri 1lkkideenn noted tap chord rhal have properly•teacMd rlrucei+'d lroerrrMq and beta..ahem e- % DRWG GABRST101014 er rill have a • .. attached Laeaebro!horn for pernemnt lateral restnht of cubs A L p O N E shw haw •. per�° nr the not beet tae op noted Apply platas a«�rete 11/26/2018 _ aP truss and • as twin Wove arm en the Joint betas, road centrum. Rear a tare z oar stenderd porta posHbnr OREGON v Mph..a Me on . '1 STV��rp Carpenentr 6youp Inc.shea rot be resporuble ver deviatbn Pran AN rtwooMI INY i st dation,any a sued its tater h avrfernerce.Itlr ANSI/TPI L or for h N iP non '9R`en.20.a9�° te f MAX. TOT, LD. 60 PSF installation I . taluses. A seal antis or cover listing this drat?indicates accrptancu of professional O` i .N - _— ely ror ty laow► TM W4per ant rw a1 tlb drarop 13389 Lakefront Drive hr�Me nrPer��eY Irk Ours IPI L Sect Earth City,MO 63045 formnis WPornalbn see tlts Job's penton!^°tans pope .m>�feer,o Renews e/30/2019 MAX. SPACING ALAIE, q tl TPS rer.ephsRerpl ner are. pads