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M37-2,00-002.149 tilrgs"` tELVoi2 Ct DECEIVED TREE PLANTING NOTES(Note:Lot 4 was lot 7 in the previously approved Urban Forestry Plan) 041P 1.NEW TREES THAT ARE PLANTED TO MEET THE EFFECTIVE CANOPY REQUIREMENTS SNAIL CONFORM TO THE APPLICABLE STANDARDS IN THE JUN 13 2019 TIGARD URBAN FORESTRY MANUAL.THEY SHALL BE PLANTED IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI) STANDARDS FOR TREE PLANTING(A300,PART 6)AND ADDITIONAL STANDARDS ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD. NURSERY STOCK SHALL MEET THE REQUIREMENTS OF THE AMERICAN ASSOCIATION OF NURSERYMEN FOR NURSERY STOCK(ANSI 260.1)FOR CITY OF TIGARD GRADE NO.1 OR BETTER DOUBLE STAKE TREES IF NEEDED FOR STABILITY DURING THE ESTABLISHMENT PERIOD. 2.ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS WHEN A STREET TREE IS PLANTED WITHIN S'OF BUILDING DIVISION ANY HARD SURFACE,PAVING,ORUTIUTYBOX. 3.IF NEEDED,IRRIGATION TO BE DESIGN/BUILD BY THE LANDSCAPE CONTRACTOR. 0 10' 20' 164 4.1F NEEDED,SPECIES SUBSITUTIONS SHALL BE COORDINATED WITH THE PROJECT ARBORIST TO ENSURE EQUIVALENT CANOPY COVER IN ORDER I I I 162 — VOID MODIFICATION OF THE PREVIOUSLY APPROVED URBAN FORESTRY PLAN. 165 1.project arborist has reviewed this plan and certifies that the trees and tree protection are accurately represented in accordance with the SCALE: 1l''-20' - 4 sly approved Urban Forestry Plan. 1161 ' 163 Morgan Holen,ISA Board Certified Master Arborist(PN-61458),ISA Tree Risk Assessor Qualified �yy� 160 Darr May 25,2019(Phone Number:971.409.9354 165 " l • ._ • - --. . . . 4-_, '.__. ; : :� 60.00' } 7 � ',,c 15' C '. _ . I A i I 1,_.* ..(qj (/) .Q (f) i I a Cri Q o a : ■ I 12'x 10' J ' ILLJ PATIO CO Lf'�� CC • 13ft6in ar. 1 a J :��. , � LOT 3 8' PUE - �-' 1 Ill I168FFH I o !O ,......., 4 1 :' �O) EASTERN REDBUD/CERCIS CANADENSIS I v (_J (DIAMETER SPREAD 25') t8 Q Water Service ■ii.u.I I CANTILEVER ; ' v KNEW Drainage FIREPLACE 5ft Erosion a \ -• Grade 14 i 166GFHmu LLot Area: 7722 SF .. MI Bldg Coverage: 2000 SF I NI Total Impervious: 2613 SF �L— -- _J . Coverage: 26% / 34% Total SD SS .I \ - - 20' — _. _ � �'- ^ — - - - - moi ! 3' PUE-------------------- ------ -- -----------V �SEM�NT165 0ri 65 SIDEWALK l l BELVOIR CT DATE to REVISION 08/24/2018 ELDERBERRY RIDGE iii W E S TLAKE 7 DRAWN BY 1 TIGARD, OREGON CONSULTANTS etc. DAB 14984 SW BELVOIR CT ENGINEERING • SURVEYING • PLANNING CHECKED BY JAB LOT SETBACKS PACIFIC CORPORATE CENTER 15115 S.R. SEQUOIA PARKWAY, SUITE 150 503 684-0652 JOB NO. LOT 4, 7722 SF TIGARD, OREGON 97224 FAX (503) 624-0157 1306-006 Ms-r2o19 QQZ119. . 14904 .sly ea.Vot 2 or RECEIVED JUN 1 3 2019 CITY OF TIGARD BUILDING DIVISION AREA OF BERM FOR GRAND FIREPLACE ONLY F 52 '1 II i HGE]- ..JGE 1 'R Z )g, - ] I. -7a s. x -- Corr a =w -io ,. �.-iom -1 I 8 X ►y Z• Z z o IT cncnmo - _ z = La �o�O o =c� " . TmoO Cr) _ cn r OOM 07 — N CD M1 �3mZ cn• o-1 F - x w co 2" I k rr - - — - J = /X l8 I-II-MW m m zmmm O 3 O C O _- = 3 O C O m �- w r-1cnr m ocnmo - co 1 x 0 w0 �� _ m_ 1s xl m . m x -� xi m _ _m - u w x } -\ 7 4 m y l" u' 0.. A - I R Fa(;F Rf;F I -y : I"-5' -'-1-6' 4 35°6'° .-1-,-5'6- H m 52' 1 ADJUST THE B SPACING SO IT DOES NOT INTERFER WITH THE TOILET HERE Customer: PARR FOREST GROVE 0 Deso. : Rvrside 2885 Floor Mast 0 0 CO ADDRESS: master m m 0o z Designed by: BILLY BREESE Z cn •• '+ t/ o w v/ •• deo PROF� c`�' oG%N `SiS'/Q 1. 19575 p Alpine,an ITW Company 8351 Rovana Circle �• ''.• / �� Sacramento,CA 95828 1026/2018 ALPINE' Phone:(800)877-3678(916)387-0116 OREGON Fax:(916)387-1110 9 'on 20,'101 AN"`V COMPANY sacseals@itwbcg.com OLD W." Renews 613012019 Site Information: Page 1: Customer: Truss Components of Oregon,Inc. Job Number: 1116053 Job Description: Rvrside 2885 Floor Master Address: master,HILLSBORO,OR Job Engineering Criteria: Design Code: IRC 2012 View Version: IRC 2012 JRef#: 1 Wfl71750001 Wind Standard: NA Roof Load(pdt): None Wind Speed(mph): 0 Floor Load(pst): 40.00-10.00-0.00-7.00 This package contains general notes pages,29 truss drawing(s)and 5 detail(s). Item Seal# Truss Item Seal# Truss 1 298.18.0802.52938 B 2 298.18.0802.53358 BGE 3 298.18.0802.53188 D 4 298.18.0802.52967 I 5 298.18.0802.53359 J 6 298.18.0802.53419 JGE 7 298.18.0802.53435 HGE 8 298.18.0802.53389 H 9 298.18.0802.54293 G 10 298.18.0802.52969 E 11 298.18.0802.53202 A 12 298.18.0802.53515 AGE 13 298.18.0802.53249 F 14 298.18.0802.53420 Z 15 298.18.0802.52939 M1 16 298.18.0802.53186 M 17 298.18.0802.53561 X 18 298.18.0802.53248 BPX 19 298.18.1647.02000 LG 20 298.18.0802.52968 KG 21 298.18.0802.53187 RT3 22 298.18.0802.53342 RT9 23 298.18.0802.52937 RT6 24 298.18.0802.53374 RT10 25 298.18.0802.52940 RT7 26 298.18.0802.53514 RT4 27 298.18.0802.53530 BP1 28 298.18.0802.53545 BP2 29 298.18.0802.53232 BP3 Printed 10/26/2018 9:08:30 AM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS,the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10(Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orq. Page 1 of 2 • Generalerms:Notes (continued) Key to T Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL)= maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL)= maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL=additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint)location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL =additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB=additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds,from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds,from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)=maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W =Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest&Paper Association, 1111 19th Street, NW, Suite 800,Washington, DC 20036; www.afandpa.orq. 2. ICC: International Code Council;www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.tpinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison,WI 53719;www.sbcindustrv.co Page 2 of 2 Job Number: 1116053 Ply: 1 SEQN:34202 / T22 /SY42 Cust:RR7175 JRef:1 Wfl71750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.52938 Truss Label: B BFR / GWH 10/25/2018 2694 22'11" , 244 2'9" '0" 22'11" 1'1"4 1----2'6"----1---2'6"12—±—2'6"12----}—2'6"12 I— 22"--I 2'7"8--' 2'6"12—±—2'6"12---i 2'6"12---{ (TYP) W=3X5 A —4X8 C —3X3 E F —3X7 H 4X12=13X5= =3X5 T i T2 J K L M --:. :,--- VM v =3X7 3X10= =3X5 T =4X12 =W 3X5 =4XPI I12Q P O =3X5N A 20712 A 6'6"8 H 26'9"4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.320 F 759 480 W 1061 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA :VERT TL 0.541 F 449 360 Category:NA VERT(TL): Q 1945 /- /- /- /- /3.5 ry BCDL: 7.00 9 Snow Duration:NA HORZ(LL): 0.058 B 2 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# Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber B-C 0-2943 G-H 0 -2256 C-D 0-2943 H-I 0 -2256 Top chord 4x2 HF#2:T2 4x2 HF#1&Bet.: D-E 0-3588 I-J 1605 0 Bot chord 4x2 HF#2 E-F 0-3588 J-K 1605 0 Webs 4x2 DF-L Std/Stud F-G 0-3588 K-L 614 -229 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading W-V 1767 0 R-Q 723 0 Bottom chord checked for 10.00 psf non-concurrent V-U 3512 0 Q-P 225 -624 bottom chord live load applied per IRC-12 section U-T 3198 0 P-O 229 -614 301.5. T-S 3198 0 O-N 230 -606 Deflection S-R 723 0 Calculated vertical deflection is 0.31"due to live load and 0.22"due to dead load at X=10-3-12. See Maximum Web Forces Per Ply(lbs) detail DEFLCAMB1014 for camber recommendations. Webs Tens.Comp. Webs Tens. Comp. Additional Notes W-B 0-1994 S-I 1789 0 +2x6 continuous strongback.See detail Eo PROF B-V 1336 0 I-Q 0 -2338 STRBRIBR1014 for bracing and bridging # FS+ V-D 0 -645 Q-K 0 -1304 recommendations. `y� G l N F ,/O U-G 501 0 L-N 684 -260 Deflection estimate assumes composite action with 19575 �� 7 G-S 0-1108 single layer of the appropriate span rated glue-nailed r wood sheathing. r 4111. Negative reaction(s)of-202#MAX.from a non-wind /- i load case requires uplift connection.See Maximum r 6/2118 Reactions. OREGON Truss must be installed as shown with top chord up. "b o Renews 6/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)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 sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. A LPI N E Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling'shipping,installation and bracing of trussesA seal on this drawing or cover page n COMPANY listing this drawing,indicates acceptance of proTessronat 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 ANSIffPI 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.orq • Job Number: 1116053 Ply: 1 SEAN:34204 / T13 /SY42 Cust:RR7175 JRef:1 Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53358 Truss Label: BGE BFR / GWH 10/25/2018 1 4"12 I 1'4"H (TYP) H -W=3X5 V A T16 T 7I .1---, 0---1. L -'' L - - a L. J - I L - -+4 Ill l4I Ihi I_ 44 Irt _ JI i_.1 IJI I fl I}I I J liimii F 1AS. ,--------..------- ..--------"----,---"---/--..-'-',----------- ..-------------- ..-----',---"- ..-------1------- �-------- X E 3X5(**) =3X5(**) =3X5(**) 3X5(**) --3X5(**) =3X5(**) A3X5(**) =3X5(**) -- 3X5(**) 3X5(**)(I) =3X5(**) =3X5(**) =3X5('*) =3X5(")3X5(") 3X5(**) 3X5(**)= =3X5(*x) =3X5(**) —- W=3X5 A- 26'9"4 1 I' 26'9"4 ♦Maximum Reactions(lbs),or*=PLF Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ( � TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 AS*131 I- l- I- l- /216 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 AE*130 /- /- /- /- /105 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 AS - - AS Min Brg Width Req= - EXP:NA HORZ(TL):-0.000 AS AE Min Brg Width Req= - Des Ld: 57.00 Mean Height:NA ft NCBCLL:10.00Code/Misc Criteria Creep Factor:1.5 Bearings AS&AE are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.028 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.059 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2:T16 4x2 HF#1&Bet.: Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. (**)19 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent fit. PRO/�F bottom chord live load applied per IRC-12 section �`C7� �(�, N FF SsVO,L 301.5. Additional Notes , 19575 T. +2x6 continuous strongback.See detail /r STRBRIBR1014 for bracing and bridging /- 'i recommendations. 1/ 6/21 8 Deflection estimate assumes composite action with OREGON single layer of the appropriate span rated glue-nailed n► wood sheathing. 4/17-20,10% ' Truss must be installed as shown with top chord up. 9.rOL . .N�,r Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.o.Box 468 CORNELIUS OR 97113 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building (503)357-2118 Ext Component Safety Information,by TPI and SBCA)kmsafety 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 propelry attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable.Apply plates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN MN NMPAW truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover pagge, listing this drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suiCability Rovana and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8351Sa51aRovan C Circle 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 1116053 Ply: 1 SEQN:11608 / T9 / SY42 Gust:RR7175 JRef: 1WfI71750001 Rvrside 2885 Floor Master Qty: 13 FROM:BB DrwNo: 298.18.0802.53188 Truss Label: D / GWH 10/25/2018 13' ,13'812 24'1"4 13' 8"1 10'4"8 H—2'6" -1 2'6"12 1 2'6"12---{--2'6"12 { 2'6"12—{ F---2'6"12---I 2'6"12 { 76"12---{ (TYP) 3X3 = = 3X5 W=3X5 =3X10 A B O C 3D5 =E F G H I J K L T '�_ Tkl S R Q B2 P 0 N M 3X7 =3X10 =3X5 3X5 =3X10 3X7 W=H0312 1- 24'1"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.488 F 592 480 T 916 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.799 F 361 360 M 916 /- /- /- /- /3.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.077 B - - T Min Brg Width Req= 1.3 Des Ld: 57.00 EXP:NA HORZ(TL):0.125 B - - M Min Brg Width Req= 1.3 Mean Height:NA ft NCBCLL:10.00 TCDL:NA psf Code/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 Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. T-S 1574 0 P-O 3968 0 Loading S-R 3512 0 O-N 3515 0 R-Q 3512 0 N-M 1573 0 Bottom chord checked for 10.00 psf non-concurrent Q-P 3971 0 live load. Deflection Maximum Web Forces Per Ply(lbs) Calculated vertical deflection is 0.49"due to live load Webs Tens.Comp. Webs Tens. Comp. and 0.31"due to dead load at X=12-11-4. See T-B 0-1777 O-H 664 0 detail DEFLCAMB1014 for camber recommendations. B-S 1330 0 H-N 0 876 Additional Notes S-D 0 -869 N-K 1328 0 D-Q 510 0 K-M 0 -1776 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging �#Ep PROFS. recommendations. Deflection estimate assumes composite action with 0 r1G N FF•'V Deflection single layer of the appropriate span rated glue-nailed 19575 7 wood sheathing. r r Truss must be installed as shown with top chord up. e- --- 1 1 r 6/2118 OREGON 9,Q0`.20,194a%' Renews 6/9012019 `*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. Trusses req**I!MPOReAe care in fabricating,THIS DRAWING R handling, GTO ALL CONTRACTORS INCLUDING THE INSTALLERS P. Box 468 OR 97113 Component require Safety Information,b TPI and SBCA)fo'r safety shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 503 E - p by ty practices prior to performing these functtiions. Installers shall provide temporary ( ) 7 2118 Ext attached per ceiling.Unless noted permanent lateral ll have al restraint!oattached webs shallrhav bracingthnslelled pertBCSIlsections have properly as applicable. Apply plates to each face of truss and position as shown above and on the Join-Details, unless noted otherwise. Refer to drawings 160A-Z for sandard plate positions. A LPI N E Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page ""RW "°"" listing this drawing,indicates acceptance of proTessionat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 1116053 Ply: 1 SEAN:11616 / T16 /SY42 Cust:RR7175 JRef: 1WfI71750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB OrwNo: 298.18.0802.52967 Truss Label: I BFR / GWH 10/25/2018 7'10"8 9'6"10_1_ 17'5"2 7'10"8 1'8„2 7'10��8 H--2'6” -I 76"12 1` 2'6'1 2---{ H--2'6"12 1- 2'6'12---H (TYP) 1112X4 =3X10 III 2X4 =3X5 =3X5 III 2X4 =3X10 1112 H4 A B C D E F G — - _LNO M I =3X7 3X10= III 2X4 1112X4 =3X10 =3X7 17'5"2 A F 17'5"2 - ♦Maximum Reactions lbs Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ( ) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.233 L 897 480 N 993 /_ /_ /_ /_ /3.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.404 L 517 360 I 993 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 I - - N Min Brg Width Req= 1.3 EXP:NA HORZ(TL):0.079 I I Min Brg Width Req= Des Ld: 57.00 Mean Height:NA ft BearingN is a rigid surface. NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.620 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.968 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.606 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2686 E-F 0 -2686 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2686 F-G 0 -2686 D-E 0-3130 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 N-M 1634 0 K-J 3129 0 Loading M-L 3129 0 J-I 1634 0 Bottom chord checked for 10.00 psf non-concurrent L-K 3130 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Deflection Calculated vertical deflection is 0.19"due to live load N-B 0-1845 E-J 0 -723 and 0.22"due to dead load at X=7-9-12. See detail B-M 1193 0 J-G 1193 0 DEFLCAMB1014 for camber recommendations. M-D 0 -723 G-I 0 -1845 Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. F Deflection estimate assumes composite action with eft`Ep PROs single layer of the appropriate span rated glue-nailed `,• �G N F�:,s�0 wood sheathing. O y Truss must be installed as shown with top chord up. 19575 y 1/ 6/2118 0 OREGON Renews 8!30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 CORNELIUS OR 97113 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building (503)357-2118 Ext Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper temporary Y attached rigqid ceiling •Locations shown for permanent lateral restraint of •webs shall have bracingq instailed •per BCSI sections B3,B7 or 610, /4664. as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE 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 rTW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 8351 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351a Rovana C Circle 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org i Job Number: 1116053 Ply: 1 SEQN:11618 / T15 /SY42 Gust:RR7175 JRef: 1W1171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53359 Truss Label: J BFR / GWH 10/25/2018 F710898 1768 7'1 0"8 I 1'9"8 I 7'1 0"8 F- 2'6" -1- 2'6"12 1 2'6"12--{ 1.-—2'6"12 F 2'6"12--1 (TYP) 1112X4 =3X10 1112X4 =3X5 =3X5 1112X4 =3X10 1112X4 A B C D E F G H T - io- M L K1 =3X7 3X10= 1112X4 1112X4 =3X10 =33X7 i 17'6"8 F 1768 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: 0.238 L 883 480 BCLL: 0.00 Enclosure:NA ( ) N 1000 /- /- /- /- /3.7 Lu:NA Cs:NA VERT(TL): 0.426 L 494 360 I 1000 I- /- /- /- /1.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 I - - N Min Brg Width Req= 1.3 Des Ld: 57.00 EXP:NA Mean Height:NA ft HORZ(TL):0.082 B - - I Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings N&I are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.638 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.995 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.613 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-2710 E-F 0 -2710 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 C-D 0-2710 F-G 0 -2710 Lumber D-E 0-3168 Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1647 0 K-J 3167 0 Bottom chord checked for 10.00 psf non-concurrent M-L 3167 0 J-I 1647 0 bottom chord live load applied per IRC-12 section L-K 3168 0 301.5. Maximum Web Forces Per Ply(lbs) Deflection Webs Tens.Comp. Webs Tens. Comp. Calculated vertical deflection is 0.20"due to live load N-B 0-1859 E-J 0 744 and 0.23"due to dead load at X=7-9-12. See detail 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 action0 -18, R . single layer of the appropriate span rated glue-nailed F•��PF wood sheathing. Truss must be installed as shown with top chord up. ,,..•f0 0G I l4 E ,Q 'V Oy 19575 9 r /I•i 1/ 6/2118 OREGON 9RDCD,1e.NA ' Renews 6/30/2018 V **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,Inc. **IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricatinghandling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Componpent 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.Locationsoshownfor permanentllateral restraiintlof webs shall have bracing ins-tailed per BCSI sections B3,B7 or B1 , /41 as applicable. Apply plates 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 page ""9COMPANY listing this drawingg indicates acceptance of prooessronaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Job Number: 1116053 Ply: 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 [--1'2"8—{ H 9"H A._____.C T ■ ■ ■ io II_I MMIMININEINNIMIIME i•-.I�i e' E 3X5 =3X5 3X5(**)(I) 2,4„ H I- 2'4" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A 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 G. 131 /- l- I- I- /28.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 G Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - Bearing G is a rigid surface. EXP:NA HORZ(TL):-0.000 B - - Des Ld: 57.00 Mean Height:NA ftMembers not listed have forces less than 375# NCBCLL:10.00 TCDL:NA psf Code 1 Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.144 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. „EO PROFF Truss must be installed as shown with top chord up. s C, GINE. .. 01." 19575 y %1 1/ 6/2118 OREGON *9RO`.Dzo,s9 N ' Renews 8/30/2019 *"WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *"IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 CORNELIUS OR 97113 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building (503)357-2118 Ext Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face.ottruss and position as shown above and on the Joinf 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 ,wmvCOMPANY 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 essiona engineering responsibility solely for the design shown. The suiFability 8351 Rovana Circle and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TM1 Sec.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 1116053 Ply: 1 SEQN:102959 /T10 /SY42 Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53435 Truss Label: HGE BFR / GWH 10/25/2018 14"I 1u"8128 1168I 21 '5"8 23' "12 26'9"4 8 3'3"8 H.14„12+1,4” (TYP) A =W=3X5 H T16 T T J J 'i j i - - , J -----eo:o:--e=:eo=�e=x---==n--.=:--:=.-a=:C=—==:e: -T- 1 rir���iir_�imu�-- ----i��� rs AO —' 3X5("*) =3X5(**) =3X5(**) =3X5r) =3X5("*) =3X5(**) AA 3X5(**) =3X5(**) V =3X5(`")(1) =3X5(*") =3X5(**) =3X5(**) =3X5(**) 3X5(**) =3X5(*")3X5 —3X5(**) =3X5("*) r 26'9"4 1 I 23512 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 Pf:NA Ce:NA VERT LL: 0.000 B 999 480 Enclosure:NA ( ) AO* /- /- /- /- /25 BCDL: 0.00 Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 qq*81 81 /- /- /- /- /105 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - AO Min Brg Width Req= - Des Ld: 57.00 EXP:NA 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#2:116 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 ��� ' EO PROA-4, +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridgingG N recommendations. O 1 575�� Op Deflection estimate assumes composite action with r sin le la er of the a /r g y ppropriate span rated glue-nailed wood sheathing. all i Truss must be installed as shown with top chord up. I/ 6/2118 Bracing 0OREGON Fasten rated sheathing to one face of this frame. 14 �°o•20,190��I SCD W. Renews 8/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricatinghandling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and'SBCA)fsafety practices prior to performing these funcgtions. Installers shall provide temporary (503)357-2118 Ext attached per ggid ceilin.Locations shown fortppermanent lateral restraintlof webs shall have bracing installed per BCSI sections B3,,B7 properly 41 as applicable. Appty plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. IPL N E Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TR 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page "N" °AANSI/TRlisting this drawing indicates acceptance of prooessronaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this 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 Job Number: 1116053 Ply: 1 SEQN:11711 / T7 / SY42 Cost:RR7175 JRef:1WfI71750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.53389 Truss Label: H BFR / GWH 10/25/2018 7'10"8 +8,3" 13'6" 7'10"8 4 5'3" H 2'6" 1 26"12 1 2'6"12-H H-2'6"12--H (TYP) 111 1.5X3 1111.5X3 =3X7 1111.5X3 =3X3 =3X7 1111.5X3 A B C D E F G T _ 1 H L 3X5 =3X7 1111.5X33X5 =3X5 1 136 i H13'6" 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/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.101 D 999 480 L 769 /- /- I- /- /1.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.165 D 980 360 H 769 /- /- /- /- /1.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 H - - L Min Brg Width Req= 1.3 EXP:NA HORZ(TL):0.037 H H Min Brg Width Req= 1.3 Des Ld: 57.00 Mean Height:NA ft NCBCLL:10.00Code/Misc Criteria Creep Factor:1.5 Bearings L&H are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.382 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.651 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.369 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-1848 D-E 0 -1843 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-1848 E-F 0 -1835 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 L-K 1209 0 J-I 1843 0 K-J 1849 0 I-H 1214 0 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 301.5. L-B 0-1364 I-F 709 0 Additional Notes B-K 726 0 F-H 0 -1371 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. 4'oEO PROFS ��5 14G1NF 'OZ 19575 9 %r 11 6/2118 OREGON GI 9,QO`;o eN�+ Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building 003)357-2$ 97113 Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing (503)357-21188 these functions. Installers shall provide temporary Ex bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face_of truss and position as shown above and on the Joint-Details, unless noted otherwise. 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 NJ ITWNMMM' 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 essiona engineering responsibility solely for the design shown. The suitability 8351 and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 835Sac1a 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.orq;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 1116053 Ply: 1 SEQN:154038 /T2 / SY42 Gust:RR7175 JRef: 1WfI71750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.54293 Truss Label: G BFR / GWH 10/25/2018 5'3" I4"8 23'0"4 5'3" 11 4'8 17'7"12 I-2'6" I 2.6"12----I f--2'1" I 2'6"12 { 2'6"12 I 2'6"12 I 2'6"12.—•I (TYP) 3X5 -=3X5 =3X7 =W=3X5 =3X3 =3X5 A B CD E F G H I J K L Tj. /_` -4+ AA T SR Q PM 0 N M =3X5 =3X3X5 —W=3X5 =3X10 =3X7 =3X3 =3X5 1 102" 1 12'10"4 1 23.0"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.063 J 999 360 T 493 /- /- /- /- /3.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.117 J 999 240 P 1592 /- /- /- /- /3.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 M - - M 642 /- /- /- /- /- Des Ld: 57.00 EXP:NA 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 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:10(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.15 Lumber B-C 124 -776 G-H 0 -1165 C-D 130 -775 H-I 0 -1165 Top chord 4x2 HF#2 D-E 139 -764 I-J 0 -1165 Bot chord 4x2 HF#2 E-F 1075 0 J-K 0 -1349 Webs 4x2 DF-L Std/Stud F-G 1075 0 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading T-S 687 0 P-O 409 -165 Bottom chord checked for 10.00 psf non-concurrent S-R 775 -130 0-N 1362 0 bottom chord live load applied per IRC-12 section R-Q 377 -436 N-M 967 0 301.5. Q-P 377 -436 Additional Notes +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. recommendations. T-B 0 -776 G-O 923 0 Deflection estimate assumes composite action with R-E 619 0 N-K 436 0 single layer of the appropriate span rated glue-nailed E-P 0-1175 K-M 0 -1091 wood sheathing. 4-1' -s... PRop& P-G 0-1444 Truss must be installed as shown with top chord up. � ‘,4G I N F�. ,�2 19575 9 all' 1 r 6/2118 OREGON 9� ' oCDW Nom Renews 8130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricatinghandling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and'SBCA)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 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 Joinf Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover page ""MY�"'"" listing this drawing indicates acceptance of pro7esslonar 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: www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.orq Job Number: 1116053 Ply: 1 SEQN:11594 / T4 / SY42 Gust:RR7175 JRef:1 Wfl71750001 Rvrside 2885 Floor Master Qty: 9 FROM:BB DrwNo: 298.18.0802.52969 Truss Label: E BFR / GWH 10/25/2018 T10"8 _F8'4I"8 16'3" 7'10"8 6 7'10"8 i 2'6" -i 2'6"12 H 2'6"12----{ F--2'6"12 H 2'6"12—H (TYP) 1112X4 =3X10 1112X4 =3X3 3X3 1112X4 =3X10 1112X4 A B C D E F G H I - „ ,_ - .. ... /, - K / N M L K J 11 =3X7 =3X10 1112X4 =3X10 =3X7 1112X4 r 16'3” I 16'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.185 L 999 480 N 926 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.302 L 644 360 I 926 /- /- /- /- /2.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 I - - N Min Brg Width Req= EXP:NA Des Ld: 57.00 HORZ(TL):0.064 I - - I Min Brg Width Req= 1.3 Mean Height NA ft NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearing I is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.373 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.773 Members not listed have forces less than 375# RepFactors Used:Yes Max Web CSI:0.535 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2434 E-F 0 -2434 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2434 F-G 0 -2434 Lumber D-E 0-2748 Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1507 0 K-J 2748 0 M-L 2748 0 J-I 1507 0 Bottom chord checked for 10.00 psf non-concurrent L-K 2748 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail N-B 0-1701 J-G 1053 0 STRBRIBR1014 for bracing and bridging B-M 1053 0 G-I 0 -1701 recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. ., a G%N F� �O `J 19575 � 6 A 1 i 6/2118 OREGON 9R 20, . ov 0LDN Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 4ee Trusses require extreme care in fabricatinghandling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A PL I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITWCOMPANYtruss in conformance with ANSI/TP1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro7esstonat 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 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.org Sacramento,CA 95828 NIL " r Job Number: 1116053 Ply: 1 SEQN:112564 /T3 / SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53202 Truss Label: A BFR / GWH 10/25/2018 l'' 5 3" I4" 8'1" 5,3" l 2,9" H 2'6" _I 2'6"12 -{ (TYP) 1111.5X3 1111.5X3 3X5 =3X5 1111.5X3 A B CD E TX 4111111.°111111.°11.1.11.°111.— - 1 I _ H G F =3X53X3 115X3 3X5 1 8,1" A 1 8'1" H LoadingCriteria ♦Maximum Reactions lbs (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.022 H 999 480 I 461 /- l- I- I- l- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.036 H 999 360 F 461 /- /- /- /- /2.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 F - - I Min Brg Width Req= - EXP:NAHORZ(TL):0.010 F F Min Brg Width Req= 1.3 Des Ld: 57.00 Mean Height:NA ft NCBCLL:10.00Code 1 Misc Criteria Creep Factor:1.5 Bearing F is a rigid surface. TCDL:NA psf BldgCode: IRC 2012 Max TC CSI: 0.445 Soffit: 2.00 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.454 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.199 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) 1: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) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 HF#2 Bot chord 4x2 HF#2 I-H 625 0 G-F 664 0 Webs 4x2 DF-L Std/Stud H-G 663 0 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-12 section 301.5. I-B 0 -706 D-F 0 -750 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. 10 PROFS 0vxG%W %0 19575 y r %r /- 11 6/2118 OREGON 'to''.17. W.Ni•- Renews 613012019 '"`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUSOR 97113 Component Safety Information,bytemporary TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide (503)357-21118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propey attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, /116 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN w COMPANY truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and braciITW of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.erg:SBCA: www.sbcindustry.corn;ICC:www.iccsafe.orq Sacramento,CA 95828 • Job Number: 1116053 Ply: 1 SEQN:24802 / T14 /SY42 Cust:RR7175 JRef:1 WfI71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53515 Truss Label: AGE BFR / GWH 10/25/2018 1'4"12–4— 1'4"�{ (TYP) A G 2X4 =2X4 3X5(**) =3X5(**) -=3X5(**) =3X5(**) =3X5(**) 81" I_ 8'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 O* 131 I. /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 0 Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 0 - - Bearing 0 is a rigid surface. EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):-0.000 0 - - NCBCLL:10.00 TCDL:NA psf Code!Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.028 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.061 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 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 EO PRO/t`4, Deflection estimate assumes composite action with ( "le single layer of the appropriate span rated glue-nailed %y oG I N E• O wood sheathing. ° 19575 41 2 Truss must be installed as shown with top chord up. ; 411 1 f 6/2118 OREGON 'rot9" Nei Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling, (5003)357 US shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building C3) OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary 357-2116 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applyplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the PN ITWCOMPANYtruss 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 protessionai 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 mom information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:350844 /T11 /SY42 Cost:RR7175 JRef: 1W1171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53249 Truss Label: F BFR / GWH 10/25/2018 2'9"HI 3'8" I 6'5" 2'9" 11" 2'9" H 2'6" (TYP) 1111.5X3 -3X3 - 3X3 1111.5X3 A B C D T - <o I HS G F E III 1.5X3 III 1.5X3 =3X3 3X3 r 6'5" _• H— 6'5" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.022 G 999 480 H 366 /- /- /- /- /2.5 BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.046 G 999 360 E 366 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.007 B - - H Min Brg Width Req= 1.5 EXP:NA Des Ld: 57.00 HORZ(TL):0.014 B - - E Min Brg Width Req= - Mean Height:NA ft Bearing H is a rigid surface. NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.396 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:15.01.016.0522.21 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 HF#2 H-G 451 0 F-E 451 0 Webs 4x2 DF-L Std/Stud G-F 452 0 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 301.5. H-B 0 -509 C-E 0 -509 Additional Notes Truss must be installed as shown with top chord up. ����O PROA-, G�NF �O O 1e575 �4/ y • �i ,w 1 6/2118 OREGON 'TAN`•n.20,-10t 'r Renews 6/30/2019 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357 US OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 Ext bracing per SCSI.Unless noted o herwise,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 bracinginstalled 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. (tefer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN rid,,ODNIPANY 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 essional engineering responsibility solely for the design shown. The sudability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:26319 / T28 /SY42 Cust:RR7175 JRef: 1WfI71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53420 Truss Label: Z BFR / GWH 10/25/2018 if 1'4'12---{--1'4"---H (TYP) A E T „i.....„ I-I-I-I-I o II_��■I ■ T 1 Il ■_i-i-i-i N- K ' ■ ■ ■ ■ G 2X4 m 2X4 3X5(**) m 3X5(**) m 3X5(**) k` 5'5"14 H f 5'5"14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 D 999 480 G* 131 /- /- /- /- /65.9 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA : 0.001 D 999 360 VERT TL Cate o NA ( ) G Min Brg Width Req= BCDL: 7.00 9 ry Snow Duration:NA HORZ(LL):-0.000 K - - Bearing K is a rigid surface. Des Ld: 57.00 EXP:NA HORZ(TL):-0.000 K - - Mean Height NA ft 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 �(GQ PROA- Deflection estimate assumes composite action with Ss single layer of the appropriate span rated glue-nailed 4, G 1 N F �O wood sheathing. 0F� 9 19575 Truss must be installed as shown with top chord up. r iii I- i r 1 r 6/2118 OREGON Renews 6/30/2019 *"'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricatinghandlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Componpent Safety Information,by TPI and'SBCA)for safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ggid ceiling.Locations shownlfortppe mane t lateral restraintlofwebs shall have bracing installed bottom sections B3,87 properly attached 1166 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ',NM COMPAN 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 prooessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 e Job Number: 1116053 Ply: 1 SEQN:24813 / T5 / SY42 Gust:RR7175 JRef:1 WfI71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52939 Truss Label: M1 BFR / GWH 10/25/2018 III 1.5X3 III 1.5X3 III 1.5X3 III 1.5X3 A B C D 1 U• •U• • `r I I_______I•.i�imi ii�UI! a-ii_i. ■-M�1�U AU _ (** 5 ** G=3X3(**) III 1.5X3 III.5X3) =3X5('°*) III 1.5.X3 III 1.5X3 A 3'6"4 A f 3'6"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.018 B 999 480 I 201 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.029 B 999 360 F 201 /- /- I- /- I- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.003 D - - I Min Brg Width Req= - EXP:NA HORZ(TL):-0.005 D F Min Brg Width Req= - Des Ld: 57.00 Mean Height:NA ft NCBCLL:10.00TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00Bldg Code: IRC 2012 Max TC CSI: 0.153 Members not listed have forces less than 375# BCDL:NA psf Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.169 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.859 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with op PROFz, single layer of the appropriate span rated glue-nailed . SS, wood sheathing. Ory %.4G IN FF OI, Truss must be installed as shown with top chord up. 19575 y cii r 1 i 6/21 8 OREGON 14. Renews e/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.O.Box468 Trusses require extreme care in fabricating,handling,shipping, gbracing. CO3)357us OR 97113 q q pp' g,installin and Refer to and follow the latest edition of BCSI(Building COR ELIU 18 Ext Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,w my mmvrwv truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of prolessionaf engineering responsibility solely for the design shown. The suitability 8351 Rovana and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2. 835Sac1a ovan C Circle 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org • Job Number: 1116053 Ply: 1 SEQN:39505 / T19 /SY42 Cust:R R7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53186 Truss Label: M BFR / GWH 10/25/2018 2,9„ 3,4„1 '8 I- 2,9„ -I-7„12 I 2,6„ 1111..5X3 =3XX3 1111.5X3 iD -�� F E D 3X3 III 1.5X3 III 1.5X3 3,6„4 1 I- 3'6"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 Pf:NA Ce:NA VERT(LL):-0.028 E 999 480 F 95 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.070 E 602 360 D 95 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.015 B - - F Min Brg Width Req= - EXP:NA HORZ(TL):0.036 B D Min Brg Width Req= Des Ld: 57.00 Mean Height:NA ft NCBCLL:10.00TCDL:NA psf Code 1 Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.796 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.315 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.051 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. 4.4'11°) �EO PROpA. C?' 11G,N FF,,Q s'OZ 19575 y /! �i �t 1i 6/21 8 0 OREGON Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 CORNELIUS OR 97113 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building (503)357-2118 Ext Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ricqtid 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 faceof truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to A LPI N E 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 AN 11W COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 8351 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351a Rovana C Circle 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org • Job Number: 1116053 Ply: 1 SEQN:26315 / T27 /SY42 Gust:RR7175 JRef: 1 WfI71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53561 Truss Label: X BFR / GWH 10/25/2018 1111.5X3 III 1.5X3 A g 1 • I l �I 1. ii E , D 1111.5X3 III 1 5X3 F 1'10"4 { i 1'10"4 { Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT LL: 0.000 B 999 480 BCLL: 0.00 Enclosure:NA ( ) D' Mi Brg - /- /- /- /22.2 Cate o NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 D Min BWidth Req= BCDL: 7.00 g Snow Duration:NA HORZ(LL):-0.000 E - - Bearing E is a rigid surface. Des Ld: 57.00 EXP:NA Mean Height:NA ft HORZ(TL):-0.000 E NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.245 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.038 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.146 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 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. 4'ixE0 PROpz. GAo aG I N FF-Q �Oy r 19575 y I/ iIP r 1/ 6/2118 OREGON 14)' . 2OW Nom' Renews 8/30/2019 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these func(tiions. Installers shall provide temporary (503)357-2118 Ext attached per BCSI. id ceiling.Locationsoshowni fortpoermanent lateral restraint of webs shall have bracing insCalled pert BCSI sections B3,B7 or B1 , as applicable. Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page """N DA DAN listing this drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suit-ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq e • "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 BFR / GWH 10/25/2018 Truss Label: BPX III1.5X3 1111.5X3 1112X4 1112X4 A B C D t ■ Ill U • 1112_iii : H G F E III 2X4 1112X4 III1.5X3 1111.5X3 I- - 18n8_— 1,8"8 { Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(Ibs) Loading Criteria00 (psf) Wind Criteria ( 9, Loc R /U /Rw /Rh /RL /W TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL):-0.024 C 855 480 H 46 /379 /- l- /- l- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):-0.040 C 510 360 E 46 /401 /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - H Min Brg Width Req= EXP:NA HORZ(TL):0.002 D - - E Min Brg Width Req= Des Ld: 57.00 Mean Height:NA ft NCBCLL:10.00TCDL:NA psf Code 1 Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.947 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:16.01.0OC.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 QED PRO/�F wood sheathing. (G S Negative reaction(s)of-401#MAX.from a non-wind U't. aG(N FF s�OZ load case requires uplift connection.See Maximum � 4* Reactions. 19575 9 Truss must be installed as shown with top chord up. %r ' /- --- 1 1 r 6/21 8 0 OREGON J 9R OL 20,,9v��. Renews 6130/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. P. Box 468 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box OR 97113 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building (503)357-2118 Ext Component Safety Information,b TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.,Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a grope y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing instalied •per BCSI sections B3,B7 or 810, ALPINE as applicable. Apply plates to each face.of truss and position as shown above and on the Join 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 ANMAI COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e 8351 Rovana Circle listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/IP!1 Sec.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org SEQN:210981 T6 FLAT Ply: 2 Job Number: 1116053 FROM:BB Cust:R7175 JRef: 1WfI71750001 Qty: 1 Rvrside 2885 Floor Master DrwNo: 298.18.1647.02000 Truss Label: LG PBC / GWH 10/25/2018 I S 2 Complete Trusses Required H 3'5"10 _ 6'9"9 10'4"10 13'11"10 17'6"11 20'10"9 24'4"4 3'5"10 I 3'3"14 I 371 �� 37"1 371 3'3'14 I 3710 6X8 =4X68[5] 1111.50X3 =3X5[11] =3X5113] =3X5 =3X5(18] =3X5120] =4X5 T NO _ CS E G H J i �� IEE=�� rt . rt 1 .. �� .;.:Er. Q P O N J M L K 1113X5 =5X7[4] 6X8[7]=SS0514 3X5[12] =3X5[14] =3X5[19] =3X 3X5[21] 1111.5X3 1 24'4"4 3'5"10 3'714 3'7"1I 3'7"1 3'7"1 3,3„14 3,5,10 3'5"10 679 10'4"10 13'1110 17'6"11 20'10"9 24'4"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity TCDL: 10.00 Speed:NA mphNon-Gravity 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: - C VERT L: 0.886 N 329 240 BCDL: 7.00 Category:NA ( ) R 2980 /- /- /_ /_ /_ EXP:NAKzt:NA Snow Duration: - HORZ(LL): 0.078 A - - J 1296 /- /- /_ /- /_ Des Ld: 57.00 Mean Height NA ft HORZ(TL):0.180 A - - R Brg Width=5.5 Min Req= 1.6 NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 J Brg Width=3.7 Min Req= 1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: Custom Max TC CSI: 0.861 Bearings R&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.779 Members not listed have forces less than 375# Spacing:Special loads C&C Dist a:NA ft Rep Fac:No Max Web CSI: 0.844 Maximum Top 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:16.01.000.0327.16 B-C 0 -8040 F-G 0 -5196 Lumber Additional Notes C-D 0-8040 G-H 0 -3500 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. D-E 0-6911 H-I 0 -1761 Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4 DF-L Std/Stud:W2,W4,W8,W10,W12,W14 Use of truss designs for any particular project Maximum Bot Chord Forces Per Ply(lbs) 2x4 DF-L#2: is the responsibility of the building owner or Chords Tens.Comp. Chords Tens. Comp. building design professional.Building designer is Nailnote responsible for conventional framing.Loads& Q-P 4522 0 N-M 5340 0 Nail Schedule:0.120"x3",min.nails dimensions entered by truss manufacturer. P-0 7016 0 M-L 3646 0 Top Chord:1 Row @12.00"o.c. O-N 7016 0 L-K 1920 0 Bot Chord:1 Row ©7.00"o.c. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. Special Loads A-R 0-1432 E-M 0 -576 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 ��,a PROFFS N-E 1666 0 I-J 0 -613 JT Plate Chord JT Plate Chord O`C., GINE' Sj No Size Shift Bite No Size Shift Bite F� O� [4] W5X7 S 1.25 [5] W4X8 S 1.25 19575 [7] W6X8 3.00 L 2.75 [11] W3X5 S 1.25 %r [12] W3X5 2.25 L 1.25 [13] W3X5 2.25 R 1.25 [14] W3X5 S 1.25 [18] W3X5 S 1.25 I/ i [19] W3X5 2.25 L 1.25 [20] W3X5 2.25 R 1.25 i 6/2118 [21] W3X5 2.00 L 1.25 0 OREGON Purlins 9�`+n.29.190° G*f The TC of this truss shall be braced with attached 0L D W"N spans at 24"OC in lieu of structural sheathing. Renews 6/30/2019 'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS PTuss r 0.Bo 88nentsofOregon,Inc. Trusses require xtreme care in fabricatinghandling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component SafetyInformation,by TPI and'SBCA)f ftemporary bracing per BCSI.Unless noted otherwise,top chrd shall have properly attached structuralperforming theseathintgl and bottom chord shall havprly 1503)357-211b Ext 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-DDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. nNQ N°^" listing this drawing,indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suit-ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes pane and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA: www.sbcindustry.corn;ICC:www.iccsafe.orq . • Job Number: 1116053 Ply: 2 SEQN:108037 /T1 / FLAT Gust:RR7175 JRef: 1Wf171750001 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 I 1'7"8 2'4"14 32' 6'5"8 6'1 "2 9'4" 1 2'4"14 { 9„2� 1'8” -I5"1� 2'4"14 1111.5X3 1111.5X3 6X8 III 1.5X3 III 1.5X3 III 1.5X3 A B C D E F =6X86 Tu----________L„,22 0 0 0 o W, 1 — A isi5X7(") L 1111.5X3 J 5X7(*") 1113X7 1113X7 1111.5X3 1111.5X3 t 9'4" 1 2'4"14 9"2 1'8" sip 2'4"14 2'4"14 { 3'2'.7/ 1'7"g 6F '5"8 16'11"2 9'4" 4'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA 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 HORZ(TL):0.043 A H Min Brg Width Req= - Des Ld: 57.00 Mean Height:NA ft NCBCLL:0.00 Code 1 Misc Criteria Creep Factor:1.5 Bearing N is a rigid surface. TCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.625 Soffit: 2.00 MWF NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.745 Maximum Top Chord Forces Per Ply(lbs) Spacing:2.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.720 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): A-B 101 -2936 D-E 106 -3053 Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 B-C 106-3053 E-F 106 -3053 C-D 106-3053 F-G 101 -2895 Lumber Additional Notes Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF SS Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Std/Stud:W2,W8 2x4 DF-L#2: M-L 3053 -106 K-J 3053 -106 Nailnote L-K 3053 -106 J-I 3053 -106 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @ 1.25"o.c.Bot Maximum Web Forces Per Ply(lbs) WebsChord:: Row @4"o.c.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. 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 M-B 48 -917 I-G 3209 -112 Special Loads C-L 9 -401 G-H 71 -1817 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) 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 ixep PROF- Plating Notes .(r E. (**)2 plate(s)require special positioning.Refer to O�� �G IN F�� O,L scaled plate plot details for special positioning 19575 y requirements. r Purlins eI �i The TC of this truss shall be braced with attached 1 f 6/21 8 spans at 24"oc in lieu of structural sheathing. OREGON Additional Notes 9 `•n"20,1 'f Use of truss designs for any particular project Ro00 t • W"N� is the responsibility of the building owner or building designprofessional.Building designer is responsible for conventional framing.Loads& Renews 8/30/2019 dimensions entered by truss manufacturer. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of SCSI(Building 0031357 US OR 57113 Component Safety Information,by TPI anc7 SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN my COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suit-ability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:11721 / T18 /GABL Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53187 Truss Label: RT3 BFR / GWH 10/25/2018 5'9"13 11'5"15I 17'3"12 5'9"13 5'8"1 5'9"13 H 1'4"H (TYP) A FAA K P T o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 so _ I $" -0" id—W2 t o 0 o 0AIF )0 0 o W6 0 1- l _t L' LI [P 1 U3X3 ����T����� ��/ R 1111.5X3(**) =4X8(**) - 4X8(**) 1111.5X3(**) I 17'3"12 H 5,8"1 �2 5'4"9 J"1t2 5'8"1 5'8"1 6'",'2 11'4"3 1111$135 17'3"12 1"9 1h'7"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.036 C 999 360 R* 84 /0 /35 /- l- 1207 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. Mean Height:15.00 ft NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.248 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. .0'. PROpSSS O0 �1GINFF�Q �Oy 19575 y /r /- . 1 f 6/2118 OREGON 9-0L D W 1.141. .' Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Componpent Safety Information,by�t TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext attached nrp d ceiling.Unless noted fortpoermanent lateral restraint properly webs shall haver bracen sins ailed bottom SCSI sections B3,B7 or B1 , as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for sandard 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 pagge '"n COMPANY 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 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:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Job Number: 1116053 Ply: 1 SEQN:102909 /T24 /GABL Cust:R R7175 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 H 1� (TYP) A T 0 0 -0 0 0 0 fl -0 0 I 0 0 a -0 ,0 0 0 fl 0 Rj 10'3" 10'3" 10'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 J* 97 /18 /37 /- /- /123 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - J Min Brg Width Req= - EXP:B HORZ(TL):0.000 A - - Bearing R is a rigid surface. Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00TCDL:6.0 sf Code I Misc Criteria Creep Factor:1.5 p Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.019 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x3 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. ��, PROpk Cp 1 G%N FF 'o 19575 'y ' %r 1 r 6/2118 OREGON 0 .1 ,9 0 L 20, . -' VV - Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building 003)357 US OR 97113 Component Safety Information,by TPI and SBCA)fi'safety practices prior to performing these functions. Installers shall provide temporary (503)357-2119 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for Permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN MY COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page , listing this drawing,indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA, www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:105600 /T12 /GABL Cust:RR7175 JRef: 1 Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52937 Truss Label: RT6 BFR / GWH 10/25/2018 I3"8 3" 9'6" 9'2'g H—1'4"H (TYP) A H T LIW1 0 0 0 0 0 0 0 W2 `° o o a o 0 o Q T 1 - 71 2 3X5(**) 0 3X5(**) 1113X5 1113X5 F 9'6" 9'6" 9,6„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.157 E 726 360 K' 84 /0 /35 /- /- /114 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.317 E 359 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category: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 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: 0.667 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) Re Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft P Factors Used:Yes Max Web CSI: 0.509 Loc.from endwall:Any FT/RT:2(0)/4(0) K-J 455 -165 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 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 PR is the responsibility of the building owner or ���EO OFF&xi building designprofessional. Loads&dimensions �5 G(NE /0 � entered by truss manufacturer. r1 �`/0 2 19575 y %t /- i I/ 6/2118 OREGON 9IPOCD W.*44". t. Renews 6/90/2019 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chordshall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to 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 COMPANY ANSI/WI in conformance with ANSI/ l 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pag9e listing this drawing,indicates acceptance of proiessronar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineilw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq ,wit as Job Number: 1116053 Ply: 1 SEQN:102907 /T23 /GABL Cust:RR7175 JRef:1 WfI71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53374 Truss Label: RT10 BFR / GWH 10/25/2018 1'4" r11 (TYP) A G T 0 0 0 0 0- 00 1 0 0 0 0 0- 00 N/////, H f- T1" 1 T1" 7'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 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= - EXa:B HORZ(TL):0.000 A - - Bearing N is a rigid surface. Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00BCDL: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:16.01.00C.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x3 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. ���ED PRO/�SSS Cr , GtNFR 'OZ 19575 9 1 I �i % / 1 i 6/2118 0 OREGON 9R0`.9raN*. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing (5003)3)3357US and bracing. Refer to and follow the latest edition of BCSI(Building COR 97113 Component Safety Information,by TPI and SBCA)fr 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 sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingq ins alled per BCSI sections B3,B7 or 610, as applicable. Apply plates to each faceof 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 BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN nwmMPANY 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-fessiona engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:11729 / T20 /GABL Oust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52940 Truss Label: RT7 BFR / GWH 10/25/2018 I-- 1'4"---{ (TYP) A E Tco ° • �I! 5 „V1lummminimmommlill T : • l I 1 G 3X3 =3X3 1111.5X4(**) 1111.5X4(**) 1 5'6" H 5'6" 5'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl 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 BOLL: 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 Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.000 H - - Bearing H is a rigid surface. NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.239 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.227 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.322 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.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. P • I' ROFSSs 0p � GtNF �O 19575 r 0 r I f 6/21 8 OREGON 0'SRO`i0W°/►s' Renews 6/90/2019 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oerwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propelry attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /416 as applicable. Apply plates to each face ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN mx COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTesstonaf 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.alpineilw.com;TPI:www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.orq r a Job Number: 1116053 Ply: 1 SEQN:11717 / T8 / GABL Cost:RR7175 JRef:1WfI71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53514 BFR / GWH 10/25/2018 Truss Label: RT4 1,4„ H 1,2„4 (TYP) A E 69 ill 1 1 ' ' G 1111.5X4(**) 111135X4('*) I 5'4" I 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 Bearing H is a rigid surface. Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00Code 1 Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.223 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 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� PROFS Csfp NAG I N tct. 0 19575 9 /• i OP 11 6/2118 OREGON v Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 CORNELIUS OR 97113 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building (503)357-2118 Ext Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forp ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face,of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building.gComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN I1W COMPANY truss in conformance with ANSI/I-PI 1,or for handlin 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 suit-ability 1 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8358351a ovan CA9e828 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.corn,ICC: www.iccsafe.orq Job Number: 1116053 Ply: 1 SEQN:118514 /T29 /FLAT Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53530 Truss Label: BP1 BFR / GWH 10/25/2018 III 1.5X3 =3X3 AB ii minim 3X3 1111.5X3 - 1'8'4-� 1'8"4 1'8"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 BCLL: 0.00 Enclosure:Closed D 71 /0 /29 /- /- /5.5 Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 71 /0 129 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):B (LL): 0.000 A Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.041 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 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.024 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to transfer lateral or longitudinal forces.Sheathing or other bracing is required for any longitudinal(drag)forces.All horizontal and vertical ��EO PROFFS diaphragms and connections shall be designed by the engineer of record.See Code section R602.10.6.2. ��� ,o(,1 N F� 19575 41 y /r /- 1 r 6/2118 OREGON 9�men.20,194b OL O Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Com "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 46gnents of Oregon,Inc. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per gid ceiling.Unless noted fortpoermanent lateral restraintlof webs shstructural ll hav bracingqins-ailed per BCSI sections B3,B7 or B1Y 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' 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 "H ° °P listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.corn:ICc: www.iccsafe.orq Job Number: 1116053 Ply: 1 SEQN:116938 /T30 /FLAT Cust:RR7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53545 Truss Label: BP2 BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A B 'E' ._ 1111.5X3 1111.5X3 1'1"6j 1'1"6 1'1"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 47 /0 /19 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 47 /0 /19 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B HORZ TL:0.000 A - - D Min BrgReq Width 1.5 Des Ld: 42.00 ( ) Mean Height:15.00 ft Code/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 RepFactors Used:Yes Max Web CSI:0.013 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft 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. n PROp . This truss is designed to support vertical loads only. G N only. `./ This truss has not been designed to transfer lateral or ♦ F 0 longitudinal forces.Sheathing or other bracing is required 0 19575 for any longitudinal(drag)forces.All horizontal and vertical diaphragms and connections shall be designed by the engineer of record.See Code section R602.10.6.2. �• -� 1/ 6/2118 OREGON 9,Q0 20,L . Renews 8/30/2019 "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building 0OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (5003)3)3 357 US 57-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of professional.engineering responsibility solely for the design shown. The suitability 8351 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 83Sa51a Rovana C Circle 95828 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq r Job Number: 1116053 Ply: 1 SEQN:116940 /T31 /FLAT Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53232 Truss Label: BP3 BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A B 1111.11111111 1111.5X3 1111.5X3 �- 1'0"8 1'0"8 1'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 44 /0 /18 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 44 /0 /18 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 TCDL:6.0 psf Bearings D&C are a rigid surface. Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.016 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.008 RepFactors Used:Yes Max Web CSI: 0.012 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft 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. PROFF This truss is designed to support vertical loads only. This truss has not been designed to transfer lateral or %y a(`,IN � longitudinal forces.Sheathing or other bracing is required C'J 'L for any longitudinal(drag)forces.All horizontal and vertical 19576 diaphragms and connections shall be designed by the % engineer of record.See Code section R602.10.6.2. 1 r 6/2118 OREGON 11ROf9� �V •;0,, � Renews 8130/2019 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall ptemporaryrovide (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chordshall have a propelry attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled alled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,w mvauPurr 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 pon ressronal engineering responsibility solely for the design shown. The suabilityand use of this dawingg for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq A Gable Detail (I; For Let-in Verticals Gable Truss Plate Sizes Abz1_ CO Refer to appropriate Alpine gable detail for II minimum plate sizes for vertical studs. 11 QRefer to Engineered truss design for peak, splice, web, and heel plates. O ®If gable vertical plates overlap, use a single plate that covers the total area of 0/41, the overlapped plates to span the web. engthl OExamples2X4ty. 12X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing MemberMember OToe-Hall - Or - X End-nail aa To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply • Increase by lengthdeta (based on appropriate Alpine gable detail). Attach each 'V reinforcing member with End Driven Nails Maximum allowable '1' reinforced gable vertical IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord. <4) nails in the top and bottom chords. 'V reinforcing member material must match size, RI•Id Shea thin. Toenalled Nails. specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace �1 IN" (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, Slze Increase Reinforcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7 10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o,c. SP #3 4' O.C. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 j A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 AI153OENC101014, A1203OENC101014, A1403OENL101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A1803OENC101014, A2003OENC101014, A2003OEND101014, A2003OPED101014 Maximum 'T' Reinforced Goble Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length,___ ,1 4 Nott ii �1 Ceiling 4: Ep PROF.. wwVARNDgww READ AND FtLLOV ALL NOTES l THIS DRAWING , 1 5 6. ,.I., REF LET-IN e61PORTANTwe FURNISH IRDS DRAWING TO ALL CONTRACTORS DCLUDING TIE INSTALLERS. -v v DATE 10/01/14 VERT G C O Trusses require extreme care in fabricating,handing,shipping,Installing and bracing. Refer to and , r Folios the latest edition of DCSI these .fwg Component Safety Iers nformation,provide temporary by TPI ayntl acing For safety /r Unless notes ed otherwto ise,top ch ds shall ha a properlyD attached structural psheathngnare Iotton SL chd wn shag have a properly attached rigid oiling. Locations seen for permanent lateral restraint of webs !�`•% D R W G G B L L E T I N 1014 - w upg flE shall have bracing installed per BCSI sections D3,D7 or 310,as applicable. Apply plates to each face ' e� ' /`/'-'' ��1�\`V'�i of truss and position as shown above and on the Joint Details,unless noted otherwise. v Refer to drawings 169A-Z for standard plate positionsOREGON Alpine,a dvlsbn of ITV Building Components Group Inc shall not be responsible for any deviation from .e�R MAX, T❑T, LD. 60 PSF AN fl1NOOMPA,NY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, 7 `On.20,i9 installation I.bracing of trusses. `D . A seal on this drawing lir cover page listing this drawing,indicates acceptance of professional 0 v. engineering structure solely far the shown. The The snitobttlty and use of this drawing DUR. FAC. ANY 13389 Lakefront Drive for any struce the responsibility of!ixBuildingDesigner per ANSI/TPI 1 Seel. Earth City,MO 63045 For more information see this Job's general notes page and these web sites. Renews 6/30/2019 MAX. SPACING 24.0' ALPDEi ewe.alpnstw.cant TPD www.tpMtorgl SBC www.sbcindustry.orgl ICO swwiccsafe.org STRONGBACK BRIDGING REC❑MMENDATI❑NS 0.--All scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK ii BRIDGING TOGETHER 'stress graded lumber.' `. 1911.-All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber." VI IIIIIIIIIII10s��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 resultingIn an overall Increase In the SCAB NOTE, IN LIEU OF SPLICING AS SHOWN, stiffnes of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback brid9 in positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is Noce ended at 10' -0' o.c. (max.) NOTE: Details 1 and 2 are the preferred attachment methods 0.-The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) 10d COMMON important structural requirement of any floor (0.148'x3') NAILS OR O (4) 10d BOX/GUN or roof system. Refer to the Truss Design 1 NAILS 0000,028'x3.0') 01 111 Drawing (TDD) for the bracing requirements for 11114114. � I il each Individual truss component. 'Bridging,' !��� �� �. particularly 'strongback bridging' is a Ir I`1�� recommendation for a truss system to help 4111°`� I / control vibration. In addition to aidingin the t Wril \ distribution of point loads between adjacent \. truss, strongback bridging serves to reduce `/ 'bounce' or residual vibration resultingfrom STRONGBACK BRIDGING SPACING REQUIREMENTS moving point loads, such as footsteps. Up to 10'None required 10'to 20'1 roe(at center of spa The performance of all floor systems are (2) 10d COMMON (0.148'x3.0') OR 217 to 30'2 roes Q at etch 1/3 pouts) enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK, 30'to 40'3 roes(I at etch 1/4 parts) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. r 40' roes at IQ'at phis) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) by Alpine. 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0,128'x3.0') L� For additional Information regarding strongback NAILS. O bridging, refer to BCSI (Building Component ` �� `��r/ Safety Information), ••••••••011"c!),,M* livilosely Sr Aleillivileli.11.- 441,144 h ,, 101111. viukf . \/ ATT \/ �TO BOTTOM CHORD WITH (2) #10 - 3' SCREWS NEO PROF. STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES �c` 4 Slr� sVARNmr,1ss READ AND FELLOW Nar ALL es ON THIS BRAVDai (g. NC' SCF4. O� TC LL PSF REF STRONGBACK eOPO TANTss FURNISH THIS BRAVING TO ALL COITRACTatS INCLUDING TIE INSTALLERS. 19575 fol Trusses the latest`edtion�of BCSI e care(Buildn°c Component Safety ormatk yshipping,installino O11 WI tracing.d SR)forfto and r- TC DL PSF DATE 10/01/14 practices prbr to perfor rg thew faTchrn' Installers shell provide tenparnr bra per BCSI. .. Unle:'"°tea othersbe,top criers shell have properly attached 5t,.,`ar°`'rte°strafing o b°tton cnar' /- ''� BC DL PSF DRWG STRBRIBR1014 7• shall hove a property attached rigid ceB Loc°tlons sheen for o.Pern°nent later°l=trot:: sobs ) �] 0 ofatrussse and postion as shown above and on BtheBJoint Details,unless�notedd otherwise. to wch face 11/26/2018 BC LL PSF of and Refer to drawings 160A-z for standard plate positions. 0^ OREGON Alpine,a dvlsion of m Crtcr7nts Gso�y Inc.shall not be sponslbl70-°°;:.2r.:7';,""" for drNotlon from V, y TOT. LD. PSF AN f11N COMPANY this d ticn y fdh.rf tout Ald ti»truss A,conforsonce Nth ANSI/TPI 1.ar for hanarp,s ippine, ; g Install.tion&bracing of trusses. 9j4 n.20,19 !f A seal an this drawing or cover page listing this drasrq,Indicates acceptance of professional OI NV ' f�respar�iucy salelyro h dr tz lro.r. The nftabuty end use of this drawing `D V�• DUR. FAC. 1.00 13389 Lakefront Drive the of tie BJ13p Designer per ANSVIPI 1 SecE Earth City,MO 63045 For na'e Wm-nation see this Job's general notes page and these web sites, Renews 6/30/2019 ALPf€'ees4lphelts.conl TPI.m.tpinstorgl Mk eww.sbcidustry.arg,ICC,ess.lccsofe.org SPACING g ` e Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 1. 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 2x4 Brace (1) 1x4 'L' Brace w (1) 2x4 'L' Brace x (2) 2x4 'L' Brace .. (1) 2x6 'L' Brace w (2) 2x6 'V Brace .. Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al S Spruce-Pine-Fir Hem-Fir SPF #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Ml / *2 Standard *2 Stud U S r #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud *3 Standard CD • O u r Stud 4' 7' 7' 8'ndard 4' 7' 6' 7' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' rl r Sta7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Plnelee w #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' k3 k3 J tc. SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud anStdd Standard Standard #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' CU DFL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' d 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' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir SPF #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' *1 !#IBtr L U i I F Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' W O fl r Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Dou.las Fir-Larch Southern Pinerrr \ #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' ® #1 / S P #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 111111111rEAM *2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 01 .--I DFL Braces shall be SRH (Stress-Rated Board). (� Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' r L wwwFor lx4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B S #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d S PF #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' U H F Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O �I Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing <5 psf TC Dead Load). d S P #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. C\j.--i D F L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm r. Attach 'L' braces with 10d (0.128'x3.0' min) nails. V AboutI 2 )1( For <I) 'L' brace. space nails at 2' oc. In 18' end zones and 4' o.c, between zones. Diagonal brace options311For (2) 'L' braces, space Halls at 3' o.c. vertical length may beT : In 18' end zones and 6' o.c. between zones. doubled when diagonal 'L' braclnp must be a minimum of BO% of web / member length. brace Is used. ConnectL diagonal brace for 335knt each end. Max webBrace `� Gable Vertical Plate Sizes total length Is 14'. Vertical Length No Splice -L k2 or Less than 4' 0' 1%4 or 2X3 r diagonal r + Greater than 4' 0', but2X4 less than 11' 6' Vertical length shown ) single 18' iIn table above. uble cutIGreater than Il' 6' 3X4 orn) at L_ 1 n fisliklikilI1 4 + Refer to common truss design for upper end. 1 4 L 4 •r • i ... • • .'I� ` peak, splice, and heel plates. I/ 1/ / / / c013 .. : ntinuous Bears`/a e• 'R e.F. / / Refer to the Building Designer for conditions Connect diagona at 1� (+ not addressed by this detail. midpoint of vertical web. Refer to chart above for .. - - 30', gth. wVARNDIGI..READ AND FOLLOW ALL NOTES Or THIS IkuVUDP (g N F REF ASCE7-10-GAB12015 =IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575,, Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and m DATE 10/01/14 follow the latest esitbn of SCSI(Building Comonent Safety Infornndan,by WI and SPCA)for safety %, practices prior to performng these functions. Installers shall provide temporary bradng per BCSL lkdess noted otherwise,top chord shall have properly attached structural sheathing and bottom chord /Jllk - DRWG A12015ENC 101014 1r shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ,L 1 I1[ shall have bracing installed per PCS!sections 83,D7 or R10,as applicable. Apply plates to each face i lUl��\\vlli of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 0 OREGON Alpin,a division of ITV Building Components Group Inc.shall not be responsible for adeviation from e9 "tn.20,19st Y MAX, TOT, LD, 60 PSF AN ITW CIDMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI L or for handling, installation&tracing of trusses. A seal on this dosing or cover pope listing this drawing.hm•cates acceptance of professional OL D w.N 701;217,7,71%.."43.,%"'n.resYp far the deslon sheen T e.EtsMlty and nm of this draef.g 13389 Lakefront Drive re:por�illty of the Whip Designer per ANSI/FPI 1 Sec$ Earth CrtyLuk M063045 Far more information see this Job's general notes page and thew web sites. Renews6/30/2019 MAX, SPACING 24.0' ALPINE,wwalpi neitw.comi TPI.w.u.tpicst.orgl SPC&wwe.sbdndustry.orgl ICC.wwwiccsafe.org 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 TypeI/ Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for different deflection Floor of' Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses • Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses • Avoids 'dips' in roof ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. In accordance with ANSI/TPI 1 the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of' all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration. Flat Roof Trusses (0,25 x Deflection from Live Load) + (1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or Note: The actual dead load may be considerably less than codes may exist that require exceeding these the design dead load. recommendations, or past experience may warrant using more stringent limitations. cgO PROP 6'6WLL ARNINGlsa READ ANO FOLLOW ANOTES O THIS DRAVOE� Ncj1NCF �O i. B WINCLUDING FURNISH THIS°RAVING TO ALL CONTRACTORS LUDING TIE INSTALLERS 14 19575 REF DEFLEC/CAMB Trusses require extrene care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI Guiding Component Safety Information,by WI and SHCA)for safety %n DATE 10/01/14 practices prior to performing these funcilons. Installers shall provide temporary bracng per HCSL Unless noted otherMse,top chord shall have properly attached structlfnl shetruinp and bottom chard r r shall have a properly attached rigidceiling. Locations shown for permanent lateral restraint of webs •- ! , / DRWG DEFLCAMB1014 (\ (I� shall have bracingionInstalled aboLand sections th, Joint or 310,t as s •� s • // '�\'I of truss andapplicable. Apply plates to each face ' O u v position -Z fabove plate on theotDetails,unless noted otherwise. OREGON Refer to drawings 160A-Z for standard AN fl'W�MPIhNY Alpine,a dvlslon of ITV&,Acing Components Group Inc shall not be responsible for on deviati n from �► b this drawing,any iahume to build the truss inconfornance with ANSI/TPI 1,or for handing,s17,4? O 0 hbd g, O n.20.19 N�f Installationsl I bracing of trusses. D A seal on tsps drawing or cover pop IlLs.nany shown. TM suhboherr and use of cls 6nwhg •. 13389 Lakefront Drive for siructhre tr tM respOruslslty of the BuBmitp Designer per ANSI/TPI 1 Sfc2. Earth City,MO 63045 For more information see this Job's general notes page and these web sites. Renews 6/30@019 ALPRE.swwaldneitwran)WI.rumtphstnrpi tpCM•wr.drMaxtrvrrn.mr5 weir 4 4 ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners i 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1,00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf. provide a 2x6 stiffback at mid-height and brace stiffback to roof' diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top Continuous roof' sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6' to 12'0' max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof' diaphragm every 4'0' (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. X Optional 2x L-reinforcement attached Nallsi 10d box or gun (0.128'x3",min) nails, to stiffback with 10d box or gun (0.128' x 3', min,) nails @ 6' o.c. I z T z ' 2X4 Blocking bliiiii nailed to 45° sheathing and liti each truss - �� - -- - Il II 11 - -- - - a111 •1111111111111111.01= 2X4 DF-L #2 H/2 or better III diagonal brace. Attach each end X 611 for 560#. ll,�,1 iiiiiiIb * _ ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123' X 3', min,) nails, ���0 PROpFS' `�� 0iNt- s�0 miVORNINGla READ AND FOLD,/AU.NOTES ON THIS DRAVIIICi �OPNOTANT=FURNISH THIS DRAVDIG TO ALL=TRACERS DELUDING THE DISTALLERS. �' 19575„�� 7 REF GE WHALER Trusses require extrene care h fabricating,handling,shipping,hstoWng and bracing. Refer to and ' follow the latest edition of DCSI cgultlrup Component safety Information,by TPI and SBCA)for safety " �, DATE 10/01/14 practices prior to perforating these functions. Installers shall provide temporary bracing r DCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and per chord /P '....,•• DRWG GABRST101014 ALPO 1� shall have b properly attached rVdBCSI seiling.ctio LB3.37 shown for permanent latApply plates restraint webs shall t usse bracing installedpert and on th, or 310,as unlessbdpoly otherwise. to each face 1�26�2018 of truss and position as shorn above ora on the Joint Details,unless noted otheMse. Refer to drawings Ilion-Z for standard plate positions. ^ OREGON AN fl'M��MPIINY Alpine,a division of ITV Building Components Group Inc shall not be responsible for any deviation frau V, this drawing,any failure to bugd the truss in conformance with ANSI/TPI I,or for handing,shirring, 1A`Sn.20,i90b ! MAX. TOT. LD. 60 PSF installation I bracing of trusses. Ir D V A seal on this drag or cover page Ust►p His drawing,Indcate,acceptance of professional O vy tM suHOof this draw6p saWy far shown. for any structure b resporuallty u>F Du::eDrlO Designer per ANSI/TPI 1 Sec2. Earth1338Lakefront Dove For more hFormation see this 'sgeneral notesand these web sites. Earth City,MO 63045 ALIVE.ewes eltw.ccml TPI.www hsb Spage Renews Gf3012019 MAX. SPACING Iph tp t.p'gl SBCN wwr.sbchtlustry.orpi ICC.eewJccsnfr.orp