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Plans OFFICE COPY ( 7,411i m�i' March 4, 2005 - -= CITY OF TIGARD OREGON Derek L Brown & Associates, Inc. 9500 SW Barbur Boulevard, Suite 220 Portland, OR 97219 RE: TRUSSES FOR NEW TOWNHOME DEVELOPMENT Tenant Name: Hawks Beard Townhomes Occupancy Type: R3 Construction Type: VN Stories: 3 The attached truss details are approved for the following Lots; Lot 23 10975 SW Briarwood Place Permit Number MST2003 -00324 Lot 24 10965 SW Briarwood Place Permit Number MST2003 -00325 Lot 49 10960 SW Huntington Avenue Permit Number MST2003 -00338 Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Respec u'., c :Tian ao Se ' .r Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 t p ,,,51.,,,,,:sv RECEIVED 48:0-• r_z_v, .DEC 2 9 2004 ,. r ttiVrOF TI cG■RD BUILDING DIVISION Anti NOP ,, • ,E©gliami ice' Tv v t. Vff •I Q o ry ,, Aft VS c - : " �� 5 WS iz VII 'V107 VII 0 VII. 18 AI Na © 1 A A ^ A .3 ; -- V /\ ■■I ...i 1 I I L I J i s . ‘'Ne j i IP A 4 \ 5 A 1 nt © NU `er A T(o8 A Allek ;i- TO , ', AI M Illr " -1111 ---Al F IllirMili OMNI ip,T Ic-71. z i MEI 1115- ME 110 Ili ‘ f�1 /® ® „ 640" ■ I •, 14-0 / , f / IIIIIIIIIIIIIII , \Compu.Trus Inc. This design prepared from computer input by 111111111111111111111111111111111111111111111 PACIFIC LUMBER / BC Trans ID: 68870 7.1.2T(1L) -E c . LUMBER SPECIFICATIONS TRUSS SPAN 3'- 10.5" UBC 97 /TPI SINGLE MEMBER FORCES 4WRGD . LOAD DURATION INCREASE = 1.15 T 1= 0 B 1= 3 W 1= -109 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2= -58 TOP CHORDS: 2x 4 DF H1&BTR 1- 2 BOTTOM CHORDS: LOADING 2x 4 DF H1 &BTR 1 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF LEFT = 180 RIGHT = 145 WEBS: 2x 4 OF STAND 1 DL ON BOTTOM CHORD = 10.0 PSF BEARING AREA REQUIRED (SQ. IN) TOTAL LOAD = 42.0 PSF BRG 8 0'- 0.0" 0.29 DF / 0.44 HF / 0.42 SPF TC LATERAL SUPPORT <= 12 "OC. UON. BRG 8 3'- 10.5" 0.23 DF / 0.36 HF / 0.34 SPF BC LATERAL SUPPORT <= 12 "OC. UON. OVERHANGS: 6.0" 0.0" Reactions: 219 138 12 6.00L- C- 1.5x4.3 • I in 0 I el 0 I .-I (\i CD I o Wil I ►� r= O C- 2.5x4.3 C- 1.5x4.3 • J )- y 0 -06 -00 3 -10 -08 . )PtR Scale: 1/2" t` . '-'t.9-, JOB NAME: JOB- HAWKS BEARD TOWNHOMES - J -1 '-: �- ) - •1. • WARNINGS: General Notes, unless otherwise noted: . 1. Reed d1 General Notes end Warnings before construction of trusses. 1. DosIgn to support loads as shown. ! �✓,",w j�,... 2. Builder and erection contractor should be edvised of dl General Notes and 2. Design assumes the top end bottom chords to be laterally braced at •� +%, < FILE NO .: J - 1 Warnings before construction commences. 2' - 0" o.c. and at 12.0•' y.c. respectively. 3. 103 compression web tracing must be Installed where shown +. 3. 2x4 Impact bridging � ging or lateral bracing required where shown + + �� .t c i ... 4 All IaIKd force resisting demeans such m t 4. Installation of truss Is the responsibility of the respective contractor. f1;. . ':'.f.• -4 DATE . 11 / 11 / 2 00 4 no e end permanent &oclrr 5 Design assumes busses are to be used In a non - corrosive environment, and are for , ... ,. /b , + . r • must be designed and prodded by designer of tomplde structure /er <: f r i? '<'.. CompuTrus assumes no responsibility for such bradng 8. Design assume condition" of use. es full bearing at all supports , . j r. t- 5. No load should be 9 9 Pports shown. Shim or wedge if >.,, "�...wenr° .t3 ' Desi allotted to any component tool alien dl bracing and necessary. n DES . BY : LA fasteners we complete, and at no time should eny loads greater flan design 7. Design assumes adequate drainage is provided. 1 7. 4 + x ' • loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center : : ., A CompuTrus hes no control over end assumes no responsibility for the lines coincide wtth joint center lines SEQ.: 19 8 8191 fabrication, handling shipment endirstdldlen of H cam 9. Digits indicate size of plate in inches. R ,.w«w0uww. w p 10. For basic design values of the Co by the prefix £'' �� #'` �'� S CompuTrus Plate, Indicated b 1 t 7. This design Is furnished subject to the limitation on truss designs sat forth "C',seeI.C.B.O.R.R.4211. ''"": t `�'�' fry `� by Tit in HI 15-e1 at TRNWCA in BC9 1-03 codes of which will be furnished 11. The CompuTrus Net Section Plate is Indicatedbyb a prefix "CM" the by CorrpuTrus upon request. designator (18) Indicates 18 ga. material is us Miens are 20 ga. 111111(11111111 CompuTrus Inc. This design prepa red from computer input by 111111111111111111111111111111111111111111111 PACIFIC LUMBER / BC Trans ID: 68870 7.1.2T(1L) -Z LUMBER SPECIFICATIONS 14 -00 -00 GIRDER SUPPORTING 27 -11 -00 UBC 97 /TPI 2 MEMBER FORCES 4WRGD LOAD DURATION INCREASE = 1.15 + T 1= -3580 B 1= 2414 W 1= 4460 SIZE SPECIE GRADE PANEL(S) T 2= -3580 B 2= 2414 TOP CHORDS: 2x 4 DF jll&BTR 1- 2 LOADING BOTTOM CHORDS: TC UNIF LL( 50.0) +DL( 14.0)= 64.0 PLF 0'- 0.0" TO 14'- 0.0" V 2x7.5000 DF f14BTR 1- 2 LEFT = 4398 RIGHT = 4398 WEBS: BC UNIF LL( 324.0) +DL( 240.3)= 564.2 PLF 0' - 0.0" TO 14'- 0.0" V 2x 4 DF STAND 1 BEARING AREA REQUIRED (SQ. IN) ( 2 ) complete trusses required. TC LATERAL SUPPORT <= 12 "0C. UON. Join together 2 ply with 3 "x.131 DIA GUN BRG @ 0'- 0.0" 7.04 DF / 10.86 HF / 10.35 SPF BC LATERAL SUPPORT <= 12 "0C. WN. nails staggered at: BRG @ 14'- 0.0" 7.04 DF / 10.86 HF / 10.35 SPF 12" oc throughout 2x4 top chords, 4" oc throughout 2x8 bottom chords, NOTE: Bottom chord lumber must be 7.50" minimum depth. - 12" oc throughout webs. Bottom chord requires plates held down 4" typical WN and hanger height covers 85% or more of member depth. • 7 -00 -00 7 - 00 - 00 T -1 1' 12 C -4x6 12 11.50 4.0" . c111.5C • 3. " ��. C- 5x14.5 C- 5x14.5 �) i 0 o II I iiD I C -4x7.7 0 ) ) 14 -00 -00 [WEDGE REQUIRED AT HEEL d. a: �. li • , vet y Scale: 1 /4r •INti. JOB NAME: JOB- HAWKS BEARD TOWNHOMES - G -1 . !<': f) V WARNINGS: General Notes, unless otherwise noted: ' 9' �1 1. Reed d1 General Notes end Warnigs before construction of tosses. 1. Design to support bads as shown. % •`..eI.7 - • 2. Builder and erection contractor should be advised of el'Oeneral Notes end 2. Design assumes the top and bottom chords to be laterally braced at P LLLL.... LLLrrrrSSSSSSS... FILE NO .: G -1 Warnings before construction commences. 7 -0" o.c. and at 17 -0" p.c. respectively. , t l ;� �.(�i 1..4 ,. 7. 1a3 co ression web trecin must be Installed whets shown +. 3. 2x4 Impact bridging or lateral bradn 4- required where shown + 4. All lateral force resisting elements such as temporary end permehent bracing, 4. Installation of truss is the responsibility of the respective contractor. (1,..' a '4' 5 Design assumes trusses are to be used in a non-corrosive environment , 4.:,;?? j . ' E DATE: 11/11/2004 must be designed end provided by designer of complete structure. and are for dry condition' of use. ' - � ,,•.,, r e, ( ; CompuTrus assures no responsibility for such bracing. 6. •Q ` 6. Design assumes full bearing at all supports shown. Shim or wedge .. "nW "° ;'' f7L . a. No load should be applied to any component until after all bracing end necessary. - 7` < ' DES . BY: LA fasteners we complete, 0.6 et no time should any loads greater then design 7. Design assumes adequate drainage is provided. . t1 ~ loads be applied to ery component. 8. Plates shall be locate on both faces of truss, and placed so their cent °<a �� lines coincide with joint center lines. 6. CorrpuTNS hen no control over and assumes no responsibility for the 9. Digits indicate size of plate in inches. 't SEQ.: 19 8 618 5 lebicauon handling d ipmaht and installation of components. 10. For basic design values of the CompuTrus Plate, indicated by the prefix 5 E J 121.'900 7. This design is furnished sablect to the limitations on Ines designs set forth "C", see I.C.B.D. R.R. 4211. by TM In 14IB -91 or TM/MCA in BCSa 1.07 copies of which will be Aanished 11. The CompuTrus, Net Section Plate is indicated if a prefix "C the by CompuTrus upon request. on reqst. designator (18) i ndicates 18 ga. material is used. AII others are 211 ga. II 111111 111111 CompuTrus Inc. This design prepared from computer input by 1111111liii11111111101iii111111111111111111 PACIFIC LUMBER / BC Trans ID: 68870 • LUMBER SPECIFICATIONS TRUSS SPAN 14' 0.0" Gable end truss on continuous bearing wall. LOAD DURATION INCREASE = 1.15 C -1x2.6 or equal typical at stud verticals. SIZE SPECIE GRADE PANEL(S) SPACED 24.0" 0.C. Refer to CompuTrus gable end detail for TOP CHORDS: complete specifications. 2x 4 DF 02 1- 2 BOTTOM CHORDS: LOADING 2x 4 DF 02 1 LL( 25.0) +DL( 7.0) ON TOP CIFJRD = 32.0 PSF TC LATERAL SUPPORT <= 12 "OC. UON. DL ON BOTTOM CHORD = 10.0 PSF BC LATERAL SUPPORT <= 12 "0C. UON. TOTAL LOAD = 42.0 PSF 7 -00 -00 7 - 00 - 00 . ( T • 12 C -4x9.3 12 11.50i/ N11.50 /, • / • • • o © o © 1 1 to I \i l o I 1 o ° C- 2.5x4.3 C- 2.5x4.3 yy yy 0 -09 -02 19 -00 -00 0 -04 -02 f, 0 }�r`R11F.i Scale: 3 /e" -• "t"tc • JOB NAME: .a.'_ v 1 WARNINGS: General Notes, unless otherwise noted: Y " 1. Reed di Gerrard Notes and Warnings before construction of trusses. 1. Design to support loads as shown. ( >t.'�1'�^t 2. Builder and erection contractor should be advised of en General Notes end 2. Design assumes the top and bottom chords to be laterally braced at ! 1'+ t..�G. d•` ' FILE NO.: T - Winnings before construction commences. 2' - 0" o.c. and at 12 -0" o.c. respectively. X . " )‘- t . (,•, �.'�''� _ •'h • 3. 1.3 compression web bracing most be installed where shown +. 3 2x4 Impact bridging lateral bracin required where shown + + : ` L , 4. All lateral force resisting dements such m temporary and permanent bracing 4 Installllatin assumes trusses are to be used in a non- corrosive environment, , ! ��i ) ! DATE: 11/11/2004 oust be designed and provided by designer of complete structure. Desl ur•. and are for "dry condition" of use. . 1 .•, f: ;? ` C.S assumes essun no responsibility for such braci 8. Design assumes full bearing at all supports shown. Shim or wedge if -� ... "P ;• „ y e a'S.. 5. No load should be applied to any component until alter all bracing and necessary. r DES. BY: LA fasteners me complete, and d no time should any loads greater than design 7. Design assumes adequate drainage Is provided. 'k t. C . loads be epplled to my component. 8. Plates shall be located on both faces of truss, and placed so their center 4 ' 4 ,- lines coincide with joint center lines. e. CompuTrus her no control over end assumes no responsibility for the 9. Digits Indicate size of plate In inches. s " v "F ; SEQ.: 19 8 818 9 fabrication, handling, shipment end installation of components. 10 For basic design values of the ConpuTnls Plate, indicated by the prefer ;��7� , j �, (; 7. This design Is furnished st Ject to the linrltetlons on truss designs set forth "C', see I.C.B.O. R.R. 4211. by TPI In HIB or TPIMRCA In BCS1 1.113 copies of which will be furnished 11. The CompuTrus A ll others are Net Section the Is indicated by prefix " the by CompuTrus upon request. designar 18 Indicates 18 a. material Is used ga. IIIIIIIIIIIIIII Cumpu'Trus Inc. This design prepared from computer input by IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Trans ID: 68870 PACIFIC LUMBER / BC 7.1.2T(1L) E LUMBER SPECIFICATIONS TRUSS SPAN 14'- 0.0" UBC 97 /TPI SINGLE MEMBER FORCES 4WRGD LOAD DURATION INCREASE = 1.15 T 1= -554 B 1= 280 W 1= 161 SIZE SPECIE GRADE PANEL (S 1 SPACED 24.0" O .C. T 2= -554 B 2= 280 TOP CHORDS: 2x 4 DF 1110BTR 1- 2 BOTTOM CHORDS: LOADING LEFT = 588 RIGHT = 588 2x 4 DF H1 &BTR 1- 2 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF WEBS: DL ON BOTTOM CHORD = 10.0 PSF BEARING AREA REQUIRED (SQ. IN) 2x 4 DF STAND 1 TOTAL LOAD = 42.0 PSF BRG @ 0'- 0.0" 0.94 DF / 1.45 HF / 1.38 SPF TC LATERAL SUPPORT <= 12 "0C. UON. BRG @ 14'- 0.0" 0.94 DF / 1.45 HF / 1.38 SPF BC LATERAL SUPPORT <= 12 "0C. UON. 7 -00 -00 7 -00 -00 . T -( 12 C -9x4.3 12 11.507 4.0" ` 11.50 \ ., rr cD 0 0 0 4 C Ins p u� I I ° C -2.5x6 C- 1.5x4.3 C -2.5x6 ° )')• ).1- 0-09-02 14 -00 -00 0 -09 -02 'WEDGE REQUIRED AT HEEL(Si. Scale: 1/4" r`;:'a" "'r' S ` JOB NAME: JOB- HAWKS BEARD TOWNIIOMES - T -2 rte w � 1 . WARNINGS: General Notes, unless otherwise noted: 1. Reed di Lenard Notes end es d Warnings before construction of truss. 1. Design to support loads as shown. � c ..,,,,./.1......s. „ + � 7 f � connector 2. Builder end erection connector should be ad f vised of d1 General Notes and 2. Design assumes the top and bottom chords to be laterally braced at r ., '� .x' FILE NO .: T -2 Warnings before construction commences. 2' -0" o.c. and at 1 d2 -0" o.c. resppectively j ; ' i_.(i ; ' • 3. 103 compression ti 3 2x4 Im brtdg ng lateral bracing required where shown + + �!± ('4 i ; rrp web g must be Installed where shown*. t'• c :,. 4. All lateral force resisting elements such as to end pemmnem bracing, 4 Installation of truss is the are t onsi u s e of the respective a envir or. . C. °� complete 5 Design assumes trusses are to be used in a non - corrosive environment, i !) r'^ f DATE: 11/11/2004 must be designed end prodded by designer of o complete structure and are for "dry condition" of use. . 1 - ;c r:' r i? 4,-..;. CompuTrus as-stones no responsibility for s uch bracing. 8. Design assumes full bearing at all supports shown. Shim or wedge if "" . s't. 5. No load should be applied to any component tsdll after d ry • l bracing and necessa. ''a, .' 1 . „ c • DES. BY: LA fasteners are complete. and at no time should erry loads greater then design 7. Design assumes adequate drainage is provided. A ^ 1 bonds be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center °jp +e, a ,,,,,,,, N. CouTrus has no control over and assumes no responsibility for the lines coincide with joint center tines. � 9. Digits indicate size of plate in inches. SEQ.: 19 8 818 3 tebrlcetlon, . is furnished shipment and Instdlilan of components. 10. For basic design values of the CompuTrus Plate, indicated by the prefix XP: ' Pt .":."'''''' t.. { 1213,'( 7. This design is furnished subject to the limitations on truss designs sal forth "C', see I.C.B.O. R.R. 4211. by TPI In HI &91 or TPIAMCA In BC51 1-03 copies of which will be furnished i 1. The Comp g Net Section Plate is indic ff' ated by the prefix "C the s by Compurr upon request. desl nattGor (18) indicates 1 a. materia used All others are 219 ga. 1111111111111 CompuTrus Inc. This design prepared from computer input by I111111111111111111111111111111111111HIIIII PACIFIC LUMBER / BC Trans ID: 68870 7.1.2T(1L) -Z . LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0" UBC 97 /TPI SINGLE MEMBER FORCES 4WRGD LOAD DURATION INCREASE = 1.15 T 1= -208 B 1= 96 W 1= 59 SIZE SPECIE GRADE PANEL (S) SPACED 24.0" O.C. T 2= -208 B 2= 96 TOP CHORDS: 2x 4 DF fl16BTR 1- 2 BOTTOM CHORDS: LOADING 2x 4 DF )(l&BTR 1- 2 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF LEFT = 252 RIGHT = 252 WEBS: 2x 4 DF STAND 1 DL ON BOTTOM CHORD = 10.0 PSF BEARING AREA REQUIRED (SQ. IN) TOTAL WAD = 42.0 PSF BRG @ 0'- 0.0" 0.40 DF / 0.62 HF / 0.59 SPF TC LATERAL SUPPORT <= 12 "0C. UON. BC LATERAL SUPPORT <= 12 "0C. (ION. BRG @ 6'- 0.0" 0.40 DF / 0.62 HF / 0.59 SPF • -1x2.6 or equal at non - structural vertical members (uon). 3 -00 -00 3 -00 -00 1` 1 12 12 • 11.507 C -4x4.3 \ 11.50 4.0" \1 en 0 0 o � -- • C -2.5x6 C- 1.5x4.3 C -2.5x6 yy ). 0 -09 -02 6 -00 -00 Scale: 1/2" .. t"; _ .i JOB NAME: JOB- HAWKS BEARD TDWNHOMES - T -3 • y ` . ,t° 1 WARNINGS: General Notes, unless otherwise noted: J ¢� �s ;' (� 1. Reed all Genera Notes and Warnings before conuctlort of trusses. 1. Design to support loads as shown. ,yL.•+ y z. Wilder and erection contractor should be advised of dl General Notes and 2. Design assumes the top and bottom chords to be laterally braced at ' t ,f' S,` � FILE NO.: T - 3 Warnings before cnnstructiat consnences. 2' . o.c. a at 7 - G.C. lea edively • $ 1 Y g OREGON . 103 rnmpress we b racing must be installed where shown +. 3. 2% Impact bridging or lateral bracing required where shown + + • • 3 4. A ll lateral force resisting dements such as temporary end permanent bredng, DATE: 11/11/2004 must be designed end provided by designer of complete structure. 4. Installation of Is the responsibility of the respective contractor. ; F t- +•. e.. • , ^••f' 5 Design assumes es trusses are to be used Ina non - corrosive environment, and (e l) ••, ;'�: ` F . ! ., CompuTrus assures no nespansresponsibility iresponsibility for ouch bating. 8. Design for dry condition" of use. ,T gn assumes full bearing at all supports shown. Shim or wedge if • ‹):. .b '■;vw `j �`` , ' 5. No load should be applied to any component tnlil after dl bracing end necessary. q DES. BY: LA fasteners we complete, end et no time should wry loads greater than design 7. Design assumes adequate drainage is provided. y tZ : (:, f) loads be rolled to any component. 8. Plates shall be located on both faces of truss, and placed so their center '"°=e ,•_, 6. CompuTrus hes no corsrol over end assures no responsibility for the lines coincide with joint center lines. SEQ.: 19 8 818 7 fabrication. t' fF1 non handling shipment and Instdld 9. Digits Indicate size of plate in inches. lon of components. 10. For basic design values of the CompuTrus Plate, Indicated by the prefer ,'•��• Z{ J t q'^ " tla.4 r O 7. This design Is furnished subject to the limitations on truss dens sal forth "C', see I.C.B.O. R.R. 4211. by TPI In HIB-aI or TPINWCA In BCS1 1.03 copies of which will be furnished 11. The CorrpuTr us Net Section Plate Is indicated by the refill "CM' the by CompuTrus upon request. designator (18) Indicates 18 ga. material Is used All o are 2b ga. 111111111111111 / Inc. This design prep red from computer input by II11111 IIIIIIii !111111111111111111111111111 Trans ID: 68870 PACIFIC LUMBER / BC 7.1.2T(1L) -E LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0" UBC 97 /TPI SINGLE MEMBER FORCES 4WRGD LOAD DURATION INCREASE = 1.15 T 1= -208 B 1= 96 W 1= 59 SIZE SPECIE GRADE PANEL S) T 2= 208 B 2= 96 TOP CHORDS: SPACED 24.0" O.C. 2x 4 DF I)l&BTR 1- 2 BOTTOM CHORDS: WADING 2x 4 DF If1&BTR 1- 2 LL( 25.0) +DL( 7 .0) ON TOP CHORD = 32.0 PSF LEFT = 252 RIGHT = 252 WEBS: 2x 4 DF STAND 1 DL ON BOTTOM CHORD = 10.0 PSF BEARING AREA REQUIRED (SQ. IN) TOTAL WAD = 42.0 PSF BRG 8 0'- 0.0" 0.40 DF / 0.62 HF / 0.59 SPF TC LATERAL SUPPORT <= 12 "0C. UON. BRG 8 6'- 0.0" 0.40 DF / 0.62 HF / 0.59 SPF BC LATERAL SUPPORT <= 12 "OC. UON. 3 -00 -00 3 -00 -00 1' 'f •• 12 12 . 11.50F C -4x4.3 \111.50 9.0" • j ' / \\ d. n 9 0 0 o / l►= 1 =� o C -2.5x6 C- 1.5x4.3 C -2.5x6 J. J l 0 -04 -02 6 -00 -00 'WEDGE REQUIRED AT HEEL (SI. . PROA ; Scale: 1/2" . ,.f Jr- JOB NAME: JOB- HAWKS BEARD TOWNHOMES - T -4 .. • - . �^'� e v nJ} • '.. . • WARNINGS: General Notes, unless otherwise noted: i 'il d•� - . 1. Reed el Gerard Notes and construction before constntion of trusses. 1. Design to support loads as shown. ( 2. Wider end erection contractor should be advised of dl Generel Notes end 2. Design assumes the top and bottom chords to be laterally braced at e i ' �. 4' FILE NO .: T -4 Warnings before construction commences. 2'•0" o.c. and at 17.0•' o.c. respectively. 1 y.• 3. 1o3 compression web bracing must be Installed where shown +• 3. 4 Impact bridging or lateral racingg required where shown + + (. t vt•,z. irl ;.. • ; 4. All filters force resisting elements such as temporary and permanent bradng, 4. Installation of buss Is the responsibility of the respective contractor. O'' A ,.<> --I DATE: 11/11/2004 must be d and provided by designer of complete structure. 5. Design assumes trusses are to be used in a non- corrosIve environment, ; () ., r and are for "dry condition" of use. r" f • ' (;v Pu responsibility Com Trus assumes no rear onsidlit for such bracing 6. Design assumes full bearing at all supports shown. Shim or wedge if ��.. ' . , • " "��•° .t1., ' , 5. No toed should be applied to any component until after dl bracing and necessary. r DES. BY: LA fastene s in r. e complete, and es no time should any toed. grader than design 7. Design assumes adequate drainage is ovided. . . NT - �� loads be mulled to any component. 8. Plates shall be located on both faces of buss, and placed so their center (` " ` ` 6. CompuTnn has no control over end assumes no responsibility for the S E lines coincide with joint center fines. 9 Digits indicate size of plate in inches 19 8 818 6 febd cetla handling, shipment + R ( L Q . n, a pmerd andh tlen dlon of tre des. 10 F or b as i c: d es i gn va of the CompuTna Plate, by the prefer i;9_ (,f'�., jj i . i t .�i.i 7. lids design Is furnished subject to t limitations an tens designs set forth "C", see I.C.B.O. R.R. 4211. comae by TPI InHIe -91 or TPVWTCAin aCSI 1-03 copies of which will be furnished 11. The CompuTrus Net Section Plate is Igdi cited by a prefix "CM' the by CorrpuTrus upon request. designator (18) Indicates 18 ga. material us All others are 2'0 ga. • 111111111111 Compuli Inc. This design prepared from computer input by 1 111111 1111111111 11111 11111 11111 11111 1111 1111 Trans ID: 68870 PACIFIC LUMBER / BC 6.2.3(1L) -Z LUMBER SPECIFICATIONS TRUSS SPAN 27'- 11.0" Gable end truss on continuous bearing wall. LOAD DURATION INCREASE = 1.15`• C -1x2.6 or equal typical at stud verticals. SIZE SPECIE GRADE SPACED 24.0" O.C. Refer to CompuTrus gable end detail for TOP CHORDS: complete specifications. 2x 4 DF H1&BTR LOADING BOTTOM CHORDS: LL( 25.0)IDL( 7.0) ON TOP CHORD = 32.0 PSF 2x 4 DF A1&BTR WEBS: DL ON BOTTOM CHORD = 10.0 PSF 2x 4 DF STAND TOTAL LOAD = 42.0 PSF TC LATERAL SUPPORT <= 12 "OC. UON. BC LATERAL SUPPORT <= 12 "OC. UON. 13 -11 -08 13 -11 -08 T T 1 12 C -4x4.3 12 • 6.001/ 4.0" ''--,j6.0C 2.1" • M [•-/ 0 0.25 o C 2.5x7. C- 2.5x7.7 C- 5x7.7(S) ,I' . y 0 -06 -00 27 -11 -00 Scale: 1/4" ._+ �!!;� JOB NAME: JOB- HAWKS BEARD TOWNIIOt4E5 - T -58 L ;�' � WARNINGS: General Notes, unless otherwise noted: / � ?', �:� � ? 1. Reed all General Notes end Warnings before construction of trusses. 1. Design to support loads as shown. ( y 7 1,�-�� I. Builder end erection connecto, should be edvlsed of di gerund Not. end 2. Design assumes the top and bottom chords to be laterally braced at t ` ` FILE NO. : T -5B Wonings before construction commences. 2' -0" o.c. and it 12 -0" p. C. respectively. i .OREGON • 3. 103 compression web bracing must be Installed where shown +. 3. 2rr Impact bridging or lateral bracing required where shown + + , , L."� (rN i. 4. All lateral force resisting dements such as temporary end permanent bracing, 4. Installation of truss s the responsibility , the respective contractor. U -a r a.: -.I DATE: 11/11/2004 roust be designed end provided by designer of complete structure. 5. Design assumes busses are to be used in a non- corrosive environment ; v (1 r _ : � t f and are for "dry condition of use. Y ., - . (. CompuTrus assumes no responsibility for such bradny 6. Design assumes full bearing at all supports shown. Shim or wedge if `J ... '^°., ,;.,,oar.+ ° ; r'T,_ " • S. No load should be applied to any component uul8 after all bracing and necessary. , . ` �< DES . BY : LA fasteners me complete, end d no time should cry loads greeter then design 7. Design assumes adequate drainage is rovided. (, toads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center ° B. CompuTrus has no control over end essunes no responsibility for the lines coincide with joint center lines. sewte.e.we SEQ.: 1988190 (handling shipment and installation of c f). Digits Indicate size of plate in inches. , r �F')) j .t }E , L components. des. 1 0. For basic design values of the CompuTrus Plate, indicated by the prefer e e.>'ew....ee ; ;g4j .t 7. This design Is Nmdshed abject to the limitations on truss designs set forth "C', see I.C.B.O. R.R. 4211. by TPI In HIB-91 or TPI/N TCA In RCS 1-03 copies of which will be furnished 11. The CorpuTrus Net Sectio Plate is indicated the prefix "CN" the by ConpuTrue upon request. designate, (18) indicates 1 B ga. material is us All others are 2D ga. IIIIIIIIIIIII11 CompuTtus Inc. This design prepared from computer input by I111111111111111111111IIIIIII111111111II1 111 PACIFIC LUMBER / BC Trans ID: 68870 7.1.2T(1L) -E - LUMBER SPECIFICATIONS TRUSS SPAN 27'- 11.0" UBC 97 /TPI SINGLE MEMBER FORCES 4WRGD LOAD DURATION INCREASE = 1.15 T 1= 0 B 1= 4143 W 1= 1425 W 9= 1430 SIZE SPECIE GRADE PANEL SPACED 24.0" O.C. T 2= -4601 B 2= 3566 W 2= -1608 TOP CHORDS: T 3= -2264 B 3= 1972 W 3= 387 2x 4 DF gi&BTR 1- 7 T 4= -1521 B 4= 1974 W 4= -833 BOTTOM CHORDS: LOADING T 5= -1521 B 5= 3580 W 5= 1029 2x 4 DF fl1&BTR 1- 6 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF T 6= -2265 B 6= 4159 W 6= -835 WEBS: 2x 4 DF STAND 1- 9 DL ON BOTTOM CHORD = 10.0 PSF T 7= -4616 W 7= 389 TOTAL LOAD = 42.0 PSF W 8= -1621 TC LATERAL SUPPORT <= 12 "0C. UON. BC LATERAL SUPPORT <= 12 "0C. UON. LEFT = 1173 RIGHT = 1172 OVERHANGS: 6.0" 0.0" BEARING AREA REQUIRED (SQ. IN) Reactions: 1206 1171 BRG @ 0'- 0.0" 1.88 DF / 2.90 HF / 2.76 SPF BRG @ 27'- 11.0" 1.88 DF / 2.89 HF / 2.76 SPF 13 -11 -08 13 -11 -08 '( T 'f 12 C -4x4.3 12 6.001/ 4.0" X6.00 d-r • C- 2.5x4.3 • 2.1 C- 2.5x4.3 C -3x7,7 C -3x7,7 e r1 l 1 C /!� -5x9 C- 2 C- 2 C- 2 C -5x9 4 o 1 1 o C -4x7.7 C-3x4.3(S) C -4x7.7 0 ---1 4.0C 4.000 12 12 y 1- L ,1 )- 3 -05 -0 y y 1 2 -00 -00 9 -00 -00 3 -05 -0 y y y 0 -06- 0905 -08 21 -00 -00 3-05-08 r:71°N., 27 -11 -00 LIA -• Scale: 3/16" ` 3? JOB NAME: JOB- HAWKS BEARD TOWNHOMES - T -6A � 1 WARNINGS: General Notes, unless otherwise noted: { 1. Read Genera l Gera Notes end Warnings before construction of trusses. 1. Design to support loads as shown. ( 2. Builder and erection contractor should be advised of dl General Notes end 2. Design assumes the top and bottom chords to be laterally braced at t . ' `. �•' ^ v✓• FILE NO.: T- 6A Warnings before construction commences. 2'-0" o.c. and pt 12.0" 4.0. respectively. 3. 1:3 compression web bracing must be installed whet • shown /.. 3. 27(4 Impact bridging or lateral bracing required where shown + + .OREGON + : 4. All l force resisting dements such as temporary end permanent bracing, 4. Installation of truss the responsibility of the respective or. ;IX; ,x .f 5. Design assumes trusses are to be used in anon- corrosive a envir environment � ! w f DATE: 11/11/2004 must be deigned and provided by designer of complete stnrata.. and are for "dry condition" of use. J 1 ., r "•• f? '' L l CompuTrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if '"` •j d' 5. Na load should be applied to any component cola cola after dl bracing and necessary. ' ! N G`,'' DES . BY : LA fasteners we complete, end d i no time should any loads greeter then design 7. Design assumes adequate drainage is provided. ./Z . . E... loads loads be applied to any component 8. Plates shall be located on both faces of truss, and placed so their center ._ , 6. on CompuTrus hes no control over and assumes no respsibi9y l for the lines coincide with joint center lines. 9. Digits Indicate size of plate In inches. Plate, indicated b s. y p e " ° ° PO 12131,05 °° SEQ.: 19 8 818 8 fabrication. het anng shipment and installation of components. 9. For basic design values of the Co the refs ... • ;+ " 7. This design Is hmdshed subject to the limitations on truss designs sal forth "C', see I.C.B.O. R.R. 4211. by ill In NIB-91 or TPIAMCA in SCSI 1.03 copies of which will be Itmdsh ed 11. The CormpuTrus Net Section Plate is indicated by the prefix "CN" the p by ConuTrus upon request. designator (18) Indicates 18 ga. material used All others are 2b ga. 1111111111111 CompuTrus Inc. This design prepared from computer input by I1111111111111111 ill 111111111111111IIIIIHI Trans ID: 68670 PACIFIC LUMBER / BC 7.1.2T(1L) -E • LUMBER SPECIFICATIONS • TRUSS SPAN 27'- 11.0" UBC 97 /TPI SINGLE MEMBER FORCES 4WRGD LOAD DURATION INCREASE = 1.15 T 1= 0 B 1= 4143 W 1= 1425 W 9= 1430 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2= -4601 B 2= 3566 W 2= -1608 TOP CHORDS: T 3= -2264 B 3= 1972 W 3= 387 2x 4 DF N16BTR 1- 7 T 4= -1521 B 4= 1974 W 4= -833 BOTTOM CHORDS: LOADING T 5= -1521 B 5= 3580 W 5= 1029 2x 4 DF (fl&BTR 1- 6 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF T 6= -2265 B 6= 4159 W 6= -835 WEBS: 2x 9 DF STAND 1 9 DL ON BOTTOM CHORD = 10.0 PSF T 7= -4616 W 7= 389 TOTAL LOAD = 42.0 PSF W 8= -1621 TC LATERAL SUPPORT <= 12 "0C. UON. BC LATERAL SUPPORT <= 12 "OC. UON. LEFT = 1173 RIGHT = 1172 OVERHANGS: 6.0" 0.0" BEARING AREA REQUIRED (SQ. IN) Reactions: 1206 1171 BRG @ 0'- 0.0" 1.88 DF / 2.90 HF / 2.76 SPF BRG @ 27'- 11.0" 1.88 DF / 2.89 HF / 2.76 SPF 13 -11 -08 13 -11 -08 T T T 12 C -4x4.3 12 6.00L- 4.0" '''--,j6.00 .(,,' C- 2.5x4.3 2.1 C- 2.5x4.3 c C -3x7.7 C -3x7,7 P C - 5 x9.4 C- 2-5x7.7 C-2.5x7.7 C- 2.5x7.7 C -5x9.4 41 1P- o o C -4x7.7 C- 3x4.3(5) C -4x7.7 0 a 4.00 4.00[-- 12 12 y 1 J- y y 3 -05 -08 J' 12 -00 -00 9 -00 -00 3 -05 -08 , y , 3 -05 -08 21 -00 -00 3 -05 -08 y y 27 -11 -00 tc;t }i'rR0<p Scale: 3/16" � n+..rr f � •iy e. c.. JOB NAME: JOB- HAWKS BEARD TOWNHOMES - T -6B s' 1 ;ir 4=' Y x. WARNINGS: General Notes. unless otherwise noted: i ��� 1. Reed all General Notes end Warnings before construction of trusses. 1 Design to support bads as shown. i ' , �` , ,,r lr 2. Builder end erection corrector should be advised of en General Notes and 2 . Design assumes the top and bottom chords to be laterally braced at .i FILE NO.: T 6B Waml 2' o. s before construction commences. ' c. and pt 2 - 0"V c. resp a el s brtid ? r required ' OREGON : OREGON OREGON 3. 1f3 cocompression lah web bracing must be Installed where drown +. 3. 2x4 Impact . P 9 n9 or lateral bracin 9 where shown + + -. • 4. All lateral force resisting d an elements such as temporary and permanent bracing, 4 Installation of truss Is the responsibility se of the respective contractor. . 4t ` °+� , 2 }. . ' DATE: 11/11/2004 must be designed P by designer end provided b desl er of complete structure. 5. Design assumes trusses are re tto be used in a non - corrosive environment, t r7.,, , ' f and are for "dry condition" of use. . �1 .., .-..j. :::> 0 assts., asstss no I espo,sibltity for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if )... "�� .47.. 5. No load should be applied to any component radii alter all brecing end necessary. DES. BY: LA fasteners we complete, end at no time should any loads greater than design 7. Design assumes adequate drainage Is presided. N. N. ( �' loads be applied to any conveners. 8. Plates shall be located on both faces of truss. and placed so their center ° te,,,,,,,,,,,,,' N. CompuTrus has no control over anti assumes no responsibility for tine lines coincide with joint center lines. SEQ .: 1988189 fabrication, handling. apt 9. Digits indicate size of plate in inches. 1 =, q „,,, a pment and Installation of components. 10. For basic design values of the CompuTrus Plate, indicated by the prera�.,� r ,,�,j,1.'�; 7. This design Is furnished subject to the Ihriltallons on teas designs sat forth "C•, see I.C.B.O. R.R. 4211. by TPI In HIB-NI or TPIMRCA In BCSI 1-03 copies of which will be punished 11. The CompuTrus Net Section Plate Is indic by prefix "Chr the by Ccnpuhus upon request. designar (18) indicates 18 ga. material Is used All others are 213 ga. 1111111 CompuTrus In nc. This design prepared from computer input by 1111111111111II11 111111111111111111111111ft + PACIFIC LUMBER / BC Trans ID: 68870 7.1.2T(1L) -Z LUMBER SPECIFICATIONS TRUSS SPAN 23'- 10.0" LOAD DURATION INCREASE = 1.15 Valley end truss on continuous support. C -1x2.6 or equal typical at stud verticals. SIZE SPECIE GRADE SPACED 24.0" 0.C. Refer to CompuTrus valley end detail for TOP CHORDS: complete specifications. 2x 4 DF #16BTR LOADING BOTTOM CHORDS: LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF 2x 4 DF 01&BTR DL ON BOTTOM CHORD = 10.0 PSF WEBS: 2x 9 DF STAND TOTAL LOAD = 42.0 PSE TC LATERAL SUPPORT <= 12 "0C. UON. BC LATERAL SUPPORT <= 12 "0C. UON. 12 3.50L r- C- 2.5x4.3+(5) ° r, N C- 2.5x4.3 ,--4 C7 C- 2.5x4.3 +(S) 3. 3, • 23 -10 -00 • r; PROrt. z>1t: Scale: 1/4" �_ �` • JOB NAME: JOB HAWKS BEARD 'ROWNHOMES - V - 1 ip � • i" • WARNINGS: General Notes, unless otherwise noted: r �� 1. Reed all Cenral Notes end Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and enaction contractor should be advised of all General Notes end 2. Design assumes the top and bottom chords to be laterally braced at •'^ FILE NO.: V - 1 warnings before construction commences. 7 - o.c. and at 12' - 0" o.c. respedlvely . �. f l • t �F,r1: 1 :�) • 3. 1o3 compression web bracing must be Installed where shown 4.. 3 2x4 Impact bridging or lateral braang required where shown + + r, t ,/ ' . • • 4. All lateral force resisting elements such as temporary end permanent bracing, 4 Installation • of truss Is the rt'Sponsibifdy of the respective contractor. :. •:l 5 Design assumes trusses are to be used in a non- corrosive environment, • DATE: 11/11/2004 mull be designed end provided by designer of complete siructue and are for "dry condition" of use. � ., ;:. fi v ;; CompuTrus assumes no responsibility for such bracing 6. Design assumes full bearing at all supports shown. Shim or wedge if ;.. ' * - �•�' 5. No load should be applied to any component until eller all bracing end necessary. q, DES. BY: LA fasteners ere complete, and at no lime should any loads greater than design 7. Design assumes adequate drainage Is provided. 8. Plates shall be located on both laces of truss, and placed so their center "'°�hw.,._ - E•' loads be applied to any component. 8. coincide with located center [Ines. 8. CoapuTrus has no control over and essunes no responsibility for the 9. pl Rs indicate size of late in inches. handling shipment endhnstmlatlon a components. 10 basic design values of the CompuTrus Plate, indicated by the prefix ,'•� ? # ?j i 2ts.1 f t 7. This design is furnished sublect to the Ibnbetlons on truss designs set forth "C', see I.C.B.O. R.R. 4211. by TPI In HIB-91 cis TPIMRCA in BCS 1-03 copies of which will be furnished 11. The CompuTrus Net Section Plate Is indicated by the prefix "CM" the by ConpuTrus upon request. design (18) Indicates 18 ga. material is us All others are 20 ga. 11IIIIIIIIIII ` "CumpuTrus Inc. This design prepared from computer input by 111111111111111111111111111111111 11111111 • Trans ID: 68870 PACIFIC LUMBER / BC +7,1.3F(1L) -E • LUMBER SPECIFICATIONS TRUSS SPAN 20'- 4.9" Valley end truss on continuous support. WAD DURATION INCREASE = 1.15 C -1x2.6 or equal typical at stud verticals. SIZE SPECIE GRADE PANEL SPACED 24.0" O.C. Refer to CompuTrus valley end detail for TOP CHORDS: complete specifications. 2x 4 DF 12 1 BOTTOM CHORDS: LOADING 2x 4 DF #2 1- 2 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TC LATERAL SUPPORT <= 12 "OC. UON. BC LATERAL SUPPORT <= 12"0C. UON. TOTAL WAD = 42.0 PSF 13 -02 -07 6 -02 -07 T T 12 3.501 C- 2.5x4.3(S) • IPS • . r- ° i an C- 2.5x4.3 N .--1 I 01 — ° C- 2.5x4.3(S) J J ,1 10 -08 -11 9 -02 -03 )- 3, 20 -04 -14 Scale: 3/8" ' v r; t::-.. t::-.. 5 � 1 JOB NAME: JOB- HAWKS BEARD TOWN110MES - V -2 <` * Y � , WARNINGS: General Notes, unless otherwise noted: , } '� �' 1. Reed dGerard l Ge Notes end Warnings before construction of trusses. 1. Design to support loads as shown. i �,••;. s connector 2. Builder end erection connector should be advised of d es l General Not and 2. Design assumes the top and bottom chords to be laterally braced at I i ' `•it < FILE NO.: V - 2 Warnings before construction commences. 2' -0" o.c. and at 17-0" o.G ies ectively f f Il ; 4 b • 3. 103 compression web bracing mist be installed where shown +. 3. 2x4 Impact bridging lateral bradn r uired where shown + + f 1 .T. • l � .; 4. All lateral force resisting d temporary elements such as teorary end permanent bracing, 4 Installllation n assumes truss es of truss Is the responsibi( the respective contractor. are to be used in a non corrosive environment, 4 >. r , . '^f truss , DATE: 11/11/2004 Host be designed and provided by designer of complete structure. 5 . Desi : ;? ` an are f or e s ruse. (r ; \ r " . = >`` CompuTrus assumes no responsibility for suds bracing 6. Design assumes full bearing g at all supports shown. Shim or wedge if •) , � "` � " 1.. ' 5. No load should be applied to any component until alter all bracing and necessary. '� ^ �:. DES. BY: LA fasteners de complete, and d ny no time should a loads greater than design 7. Design assumes adequate drainage is provided. ^ m / (` • loam be applied to any corponmit. 8. Plates shall be located on both faces of truss, and placed so their center ` 0 q w .. ._ • -: B. CompuTrus has no control over end assumes no responsibility for the lines coincide with joint center lines. SEQ.: 19 8 819 3 fabrication, handling shipment and Installation of components. Digits � 9. o b is c s size plate de values the inch by pr >_,K • #:'•. E,.� Aew.r. ' :..� 9. For basic design values of the Co uTrus Plate, indicated b the prefix (� , 1 r� . q ., " t �" 7. This design Is furnished subject to the limitations on truss deslgas sal forth "C', sea I.C.B.O. R.R. 4211. by TPI In HIB-91 or TPIIWTCA In ace 1-03 copies of which will be furnished 11. The CompuTrus ca Net Section Plate Is indicated by the prefix "CN' the i by CompuTrus upon request. designator (18) indicates 18 ga. material Is us others are 20 ga. • • IIIIIIIIIIIIIII CampuTrus Inc This design prepared from computer input by 1111111111111111111111111111111111111 11111111 PACIFIC LUMBER / BC Trans ID: 68870 LUMBER SPECIFICATIONS TRUSS SPAN 10'- 1.5" Valley end truss on continuous support. LOAD DURATION INCREASE = 1.15 C -1x2.6 or equal typical at stud verticals. SIZE SPECIE GRADE PANEL (S) SPACED 24.0" O.C. Refer to CompuTrus valley end detail for TOP CHORDS: complete specifications. 2x 4 DE #2 1 BOTTOM CHORDS: LOADING 2x 4 DE 02 1 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSI' DL ON BOTTOM CHORD = 10.0 PSF TC LATERAL SUPPORT <= 12 "OC. UON. BC LATERAL SUPPORT <= 12 "OC. UON. TOTAL LOAD = 42.0 PSF 12 3.501 r- . o N . C- 2.5x4.3 N 1 - o -, 0 J J• 10 -01 -08 .;Ac; PRO Scale: 1/2" .. ; , , . 4 ° JOB NAME: JOB- HAWKS BEARD TOWNHOHES - V -5 �' ° tl " e ~�. G - x t- r.•r �i = WARNINGS: General Notes, unless otherwise noted: �y t Reed d Generd Gerd Notes end Warnings before construction of trusses. 1. Design to support loads as shown. $.•7 Urti 2. Builder and erection contractor sinotdd be advised of dl General Notes and 2. Design assumes the top and bottom chords to be laterally braced at ! `.� FILE NO.: V -5 Warnings before construction comemernces. 2' -p' o.c. and at 12' -0" c. res ectivey. • 3. 1s3 compression web bracing construction c must be installed where shown C. 3. 2x4 Impact bridging or lateral braangg required where shown + + E ?:, �:i�' . i,� & All Iaterd force resisting elements such temporary and permetnd bracing. 4. Installation of truss is the res nsi y of the respective contractor. :: `ff +.a• +; i S: ;'? ,.'=� •••..4 DATE: 11/11/2004 mu be designed end provided by designer of complete strucua u h 5. Design assumes trusses are to be used in a non- corrosIve environment, !� .E r`eb �h CanpuTnrs assumes no responsibility for such edng 6. and bearing are asstr me condition" bearing at all supports Shawn. Shim or wedge if >: , {� ' "'PAS" 4 • S. No load should be � eppged to any component until alter di bracing end necessary. DES. BY: LA fasteners are complete, and at no time should any loads greater then design 7. Design assumes adequate drainage Is provided. coeds be plied to any component. 8. Plates shall be located on both faces of truss, and placed so their center r lZr £` ~ re lines coincide with j oint center lines. > , 6. CompuTrus has no control over lend assumes no responsibility for the ) SEQ.: 19 8 819 6 fabrication, is fstnte shipment and installation of n trues edeal components. 10. For basic des 9. Digits Indicate ig size of plate in inches. n values of the Co uTrus the prefix • 't 2i f �� l7 7. This design is Mhdsled subject to the limitations on tans g np Plate, indicated b y i 't' � gn sib J designs eat forth "C', see I.C.B.O. R.R. 4211. by TPt inHIBA1 or TPVWICA1n BCSI 1 copies ofwhict will be furnished 11. TheCornpuTr Net Section Plata is indicated by the opt prefix are 2b the by CompuT upon request. designs r (18) indicates 18 ga. mataria! is us / Ins. This design. prepared from computer input by III1IIIIIIIIIIIIIIIIIIIIIIIIIIIII 'IIIIIIII'll • - PACIFIC LUMBER / BC Trans ID: 68870 +7.1.3F(1L) E LUMBER SPECIFICATIONS TRUSS SPAN 13'- 6.6" Valley end truss on continuous support. WAD DURATION INCREASE = 1.15 C -1x2.6 or equal typical at stud verticals. SIZE SPECIE GRADE PANEL (SI SPACED 24.0" O.C. Refer to CompuTrus valley end detail for TOP CHORDS: complete specifications. 2x 4 DF N2 1 BOTTOM CHORDS: LOADING 2x 4 DF ((2 1 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TC LATERAL SUPPORT <= 12 "OC. UON. BC LATERAL SUPPORT <= 12 "OC. UON. TOTAL WAD = 42.0 PSF 12 3.5011 r- • 0 ,-t C- 2.5x4.3 (V O !. y 13 -06 -1C ;stt )>R �'fi_' Scale: 1/2" • JOB NAME: JOB- HAWKS BEARD TOWNHOMES - V -4 (� "rr (' • a ,,. rte\• c f .. C) 1 •G !`. • WARNINGS: General Notes, otherwise noted: } 1. � M 1. Reed ood all Canard Notes and warnings before construction of trusses. 1. Design to support loads as as shown. 2. Milder �, Milder and erection contractor should be advised of of General Notes end 2. Design assumes the top and bottom chords to be laterally braced at FILE NO .: V- 4 Warnings before construction commences. 2' -Q" o.c. and at 1Z-0" o.r. Dec ively. -'$ j ^ (. t> - ( 3. 1o3 compression web bredng must be Installed where shown �. 3. 2x4 Impact bridging lateral bracingg required where shown + + . .,; )' r `,, 4. All lateral force resisting d en elements such as Imam sty permanent peranent bracing, 4. Installation of truss is the responsibility obe us ed in a non - corrosive environment, of the respective contractor. . ;pi* " • DATE: 11/11/2004 must be designed end podded by designer of complete slrudure. 5. Design assumes trusses are and are for "dry an of use. bracing. T� • ti, (, CompuTrus assumes no responsibility for such bracing. 6 Design assumes hill be es full bearing at all supports shown. Shim or wedge if � ,k "` ��A"'' s'1,. 5. No load should be applied to wry component until alter all bracing and necessary. 1 • Bs ,• DES. BY: LA fasteners we complete, and al no time should any toads greener than design 7. Design assumes adequate drainage is provided. loads be applied to wry component 8. Plates shall be located on both faces of truss, and placed so their center 6. Conputrus has no control over end assumes no responsibility for the lines coincide with joint center lines S E 19 8 819 5 fabrication, handling, shipment 9. Digits indicate size of plate in inches. rby p s- ` � ,, S „ J � Q . a pment end the Installation of components. 10. For basic design values of the CompuTrus Plate, indicated b the rata 1 ='•� - ; �J '�� 7. This design la furnished sablect to the Itr"Xetions an truss designs cal forth "C', see I.C.B.O. R.R. 4211. by TPI In NIB or TRMrTCA In BCSI 1.03 codes of which writ be furnished 11. The CompuTrus Not Secs Plate is indicated by the prefer "CM" the by CompuTrus upon request. designator (18) Indicates 16 ga. material is used All others ere 21:1 ga. • • 111E1111111111 CornpuTrus Inc. This design prepa red from computer input by 111111111111IIiii 111111/11 IIIII 11111 11111111 PACIFIC LUMBER / BC Trans ID: 68870 +7.1.3F(1L) -E • LUMBER SPECIFICATIONS TRUSS SPAN 16'- 11.8" Valley end truss on continuous support. LOAD DURATION INCREASE = 1.15 C -1x2.6 or equal typical at stud verticals. SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. Refer to CompuTrus valley end detail for TOP CHORDS: complete specifications. 2x 4 DF 02 1 BOTTOM CHORDS: LOADING 2x 4 DF 02 1 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TC LATERAL SUPPORT <= 12 "OC. UON. BC LATERAL SUPPORT <= 12 "0C. UON. TOTAL WAD = 42.0 PSF 12 • 3. 501 r- r-t C- 2.5x4.3 ('I I — — y 3. 16 -11 -12 Scale: 3/8" JOB NAME: JOB- HAWKS BEARD TOWNIIOMES - V -3 `� `' ✓ WARNINGS: General Notes, unless otherwise noted: 1. Reed el General Notes end Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notee end 2. Design assumes the top and bottom chords to be laterally braced at ! �.+ • ' •' •e FILE NO .: V- 3 Warnings before construction commences. Z-0" c.c. and 1 2 -0" o.c. respectively. 3. 107 compression web bracing m All I must be Installed where shown +. 3. 2x4 Impact bri or lateral bracing required where shown + + E.li :<'rr i''� 4. etsd force resisting elements such as temporary end permanent bredrtg, 5 Design es s ts sses are p to be aenon rrr slve tr ac t n n {` a . DATE: 11 / 11 / 2 004 must be designed and provided by designer of complete structure. and are for dry condition" of use. •�. ? +" ' � '� CompuTrus essunes no responsibility for such bracing 6. Design assumes full bearing at all supports shave. Shim or wedge if �� � r S S. No load should be applied to any component rune after di bracing end necessary. +• (� • '• DES. BY : LA fasteners se complete, and at no time should any loads eater than design Design adequate provided. J ' N loads be applied to ery corrporsrt. 8. Plates assumes gr P 7. ee�q uate drains a 9 is t �..• later inci located ted on both faces o truss, and placed so their center 6. CompuTrus No no control over end assumes no responsible for the lines coincide with joint center lines. SEQ.: 1988194 ndeg, n shipment and installation of coca responsibility 9. hits Indicate, size of plate in inches. /y � ^"" ° ^ °°P i 0 `p 000a0 ` components. 1 O. or basic design values of the CompuTrus Plate, indicated by the prefer furnished i; \Fl (lJ .fl.?. �: 7. This design Is furnished subject to the Ilmlfa ts tione on truss desis sat forth C', see I.C.B.O. R.R. 4211. by TPI in HIB•el or TPWYICA in BCSI 1.07 codes of which will be Ilmdshed 11. The CompuTrus Net Section Plate is indicated by the prefix "CfJ' the by ConpoTrus upon request deslgnetd indicates ndicates 18 pa. material is cm . All others are 2b ga. IIIIIIIIIIIIII CampuTi-us Inc. This design prepared from computer input by IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII " PACIFIC LUMBER / BC Trans ID: 6-E70 LUMBER SPECIFICATIONS TRUSS SPAN 6'- 8.4" Valley end truss on continuous support. LOAD DURATION INCREASE = 1.15 C -1x2.6 or equal typical at stud verticals. SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. Refer to CompuTrus valley end detail for TOP CHORDS: complete specifications. 2x 4 DF #2 1 BOTTOM CHORDS: LOADING 2x 4 DF #2 1 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF WEBS: DL ON BOTTOM CHORD = 10.0 PSF 2x 4 DF STAND 1 TOTAL LOAD = 42.0 PSF TC LATERAL SUPPORT <= 12 "OC. UON. BC LATERAL SUPPORT <= 12 "OC. UON. Zaution: Note bearing area requirements. 12 3.5Cc ' C- 1.5x2.6 d r- 0 C- 2.5x4.3 (V ,-1 0 I e l 0 c- 1.5x2.6 �. y 6 -08 -06 Scale: 1/2" .-s.,.' ,. , ,mr�" � � JOB NAME: JOB- HAWKS BEARD TOWNHOMES - V -6 s1 n1 "s WARNINGS: General Notes, unless otherwise on rwise noted: ,: $ 1. Reed dl General Notes end Warnings before construction of trusses. 1. Design to support loads ass own. e , . , . Z. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at ... FILE NO .: V -6 warnings before construction commences. 7-0" o.c. and at 12.0" o.c. respectively. q, 3 . 2x4 Impact bridging or lateral bracing required where shown + + OREGON �. 3. 1oS compression web bredng must be Installed whore shown +. mP 9 9 c .� i 4. All lateral force resisting dements such es temporary and permanent bnadnng 4. Installation of truss Is the responsibility of the respective a envir tor. �l' ;. . DATE: 11/11/2004 5 Design assumes trusses ere to be used in a non- wrrosive environment w f 7 must be designed end provided by designer of complete structure. and are for' dry condition'• of use. • '{(•• ' \S, ` `F' i' r " (F.; CompuTrus assumes no responsibility for such bnednng. B. Design assumes lull bearing at all supports shown. Shim or wedge it i. " : • 5. No load should be walled to erg component unit after all bracing and necessary. ; ^ <5 ... • DES. BY: LA fasteners we complete, and at no time should any loads greater then design 7. sign assumes adequate drainage is provided. IZ {�. �` loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center - .. lines coincide with joint center lines. 6. CompuTrus has no control over end Commas no responsibility for the joint es. SEQ.: 1988197 C b om p fabrication, hurdling athlpmerd end InstallationInstallation at component 9. Digits indicate . 10. For basic size of plate in design values of the CompuTrus Plate, indicated b y prefix rely C r' ( "1 Ft1 T. This design Is 9mrdshed subject to the limitations on truss designs set forth "C•, see I.C.B.0. R.R. 4211. by TPI In HIB-91 or TPINWCA In BC9 1-03 copies of which will be furnished 11. The CompuTrus Net Section Plate is Indicated by the prefix "CN" the by CompuTrus upon request. designat (18) indicates 18 ga. material is Med. All others are :tugs. 1111111111111 CompuTrus Inc. This design prepared from computer input by 11111111111111111111111111111111111111111 ra e PACIFIC LUMBER / BC Trans ID: 68870 7.1.2T(1L) -E • • . LUMBER SPECIFICATIONS TRUSS SPAN 3'- 3.2" Valley end truss on continuous support. LOAD DURATION INCREASE = 1.15 C -1x2.6 or equal typical at stud verticals. SIZE SPECIE GRADE PANEL (S) SPACED 24.0" 0.C. Refer to CornpuTrus valley end detail for 'FOP CHORDS: complete specifications. 2x 4 DF 01 &BTR 1 BOTTOM CHORDS: LOADING 2x 4 DF If1&BTR 1 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF WEBS: 2x 4 DF STAND 1 DL ON BOTTOM CHORD = 10.0 PSF TOTAL WAD = 42.0 PSF TC LATERAL SUPPORT <= 12 "OC. UON. BC LATERAL SUPPORT <= 12 "0C. UON. 12 3.50L— C- 1.5x3.4 C- 2.5x4.3 �o N a 'I -'I I U '- I O O C 1.5x3.4 i J• 3 -03 -04 • • Scale: 1/2" r tr y;- JOB NAME: JOB HAWKS BEARD TOWNIIOMES - V - 7 .. .; -,1 "•tom e• �,y' WARNINGS: General Notes, unless otherwise noted: 4 1. Reed di Gerard Notes and Warnings before construction of trusses. 1. Design to support loads as shown. / • " • ,, 2. Builder end erection contractor should be advised of dl General Notes end 2. Design assumes the top and bottom chords to be laterally braced at .t ' L.6• FILE NO - : V -7 Warnings before construdlon comment.. 7 -0" o.c. and at 12' -0" o.c. resppectively. ./ ? _GC; • 3. 1,3 compression web bracing 3 2x4 Impact bridging or lateral bracing required where shown r + El±," •.:.,F'� ?• r� 9 must be Installed where shown +. 4 Installation of truss Is the responsibility of the respective contractor. (fi' ?.. .. . ^'f 4. All lateral force resisting dements such re temporary and permanent bnadng 5 . Design assumes trusses are to be used in anon corrosive environment, and are for dry condition" of use. , , Y.,� {?:•. •• -` ! 1` DATE: 11/11/2004 trust be designed end provided by designs of complete structure. -: ,.:> ` 11 ) <.. Compu7rus exstsnes no responsibility for such bredng. 6. Design assumes full bearing at all supports shown. Shim or wedge if •i , # ,•,+ S. No load should be rpplled to any component until after di bracing end necessary. 'q ." 4:. ..' DES . BY : LA fasteners ere complete, and at no time should any loads greater than design 7. Design assumes adequate drainage Is provided. 1Z • (2; >�' an loads be applied to y component. 8. Plates shall be located on both faces of truss, and placed so their center ` — d „ 6 CorrpuTrus has no control over and as no responsibility for the lines coincide with joint center lines. + • SEQ.: 19 8 819 6 febileatton handling, np shipment and Installation of components. Digits indicate size of plate In inches. . 10. For basic design values of the CompuTrus Plate, Indicated by the pref& :� t� ,`j f _ � }�� 7. This design Is furnished subject to the Ihnhadons u n t r u e , designs set forth '•C', see I.C.B.O. R.R. 4211. — or» by TPI In HI &91 or TPVWTCA in BCSI 1 copies of Ishirl, will be Banished 11. The ConpuTrus Net Section Plate Is indicated by the prefix "Cff', the by Cupon puTrus upon request. designator (18) indicates 18 ga. matertal Is used All Others are 20 ga. -5\