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r OFFICE COPY All* March 4, 2005 ■ I CITY OF TIGARD Derek L Brown & Associates, Inc. OREGON 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 25 10955 SW Briarwood Place Permit Number MST2003 -00326 Lot 26 10945 SW Briarwood Place Permit Number MST2003 -00327 Lot 27 10935 SW Briarwood Place Permit Number MST2003 -00328 Lot 28 10925 SW Briarwood Place Permit Number MST2003 -00329 Lot 29 10915 SW Briarwood Place Permit Number MST2003 -00330 Lot 30 10905 SW Briarwood Place Permit Number MST2003 -00331 Lot 43 10890 SW Huntington Avenue Permit Number MST2003 -00332 Lot 44 10910 SW Huntington Avenue Permit Number MST2003 -00333 Lot 45 10920 SW Huntington Avenue Permit Number MST2003 -00334 Lot 46 10930 SW Huntington Avenue Permit Number MST2003 -00335 Lot 47 10940 SW Huntington Avenue Permit Number MST2003 -00336 Lot 48 10950 SW Huntington Avenue Permit Number MST2003 -00337 - Approved Plans: I 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 Respectfu : rian B /.: , - nior Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 ' if 31 . , 4 43"° BECE'J • , j, K i 4 =o" / 4- : 1 N \ EC 29 4 Qi. _ . � CITY OF DNI pN © ;5 h ti Q ; UILDIN . � `�'r ©� 2 NI- ©! `m © f 11, T4 2 V rt 1 ,. • -1 , f I ■ . f 1 1.. . • • • , , . , • . ,.........._ © 4) A Ali -b © - i j c EA 0 _ Nor ■ Z i r [A r IA Virlig 1111104, d a IA VI . M !. h -.144111P.1.- tip A A I/1 ► I I � I t r. 7 �"� r I I I .• r 2 3 9- S a 7 I A S 3 a 1 ,i if,A 147 z F�' f ' TL F. ® r4:0" / O 14-43" / ? 1,0 mr ✓ G = o'' 4 / ° / / A IIIIIIIIIIIIIII CompuTrus Inc. This design prepared from computer input by IIIIIIIVIIIVIIIVIIIVIIIVIIIVIIIIIIIIIII PACIFIC LUMBER / BC • Trans ID:.68870 7.1.2T(1L) -E • LUMBER SPECIFICATIONS TRUSS SPAN 3'- 10.5" UBC 97/'1'P1 SINGLE MEMBER FORCES 4WRGD SIZE SPECIE GRADE PANEL (S) LOAD DURATION INCREASE = 1.15 T 1= 0 B 1= 3 W 1= -109 TOP CHORDS: SPACED 24.0" O.C. T 2= -58 2x 4 DF N1 &BTR 1- 2 • BOTTOM CHORDS: LOADING 2x 4 DF ft1&BTR 1 LEFT = 180 RIGHT = 145 LL( 25.0) +DL( 1.0) ON TOP CHORD = 32.0 PSF WEBS: 2x 4 DF STAND 1 DL ON BOTTOM CHORD = 10.0 PSF BEARING AREA REQUIRED (SQ. IN) • TOTAL LOAD = 42.0 PSF BRG @ 0'- 0.0" 0.29 DF / 0.44 HF / 0.42 SPF TC LATERAL SUPPORT <= 12 "OC. UON. BRG @ 3'- 10.5" 0.23 DF / 0.36 IIF / 0.34 SPF BC LATERAL SUPPORT <= 12 "0C. UON. OVERHANGS: 6.0" 0.0" Reactions: 219 138 12 6.001/ C- 1.5x4.3 0 I M ED 1 '-t (J O I ■ cr L I Cr C- 2.5x4.3 C- 1.5x4.3 1- J. 1' 0 -06 -00 3 -10 -08 S ,� C; E't?�1 `d; • Scale: 1/2" = ^ � �` *....)i. JOB NAME: JOB - HAWKS BEARD 'N WNHOMES - J -1 ^tArr :�i. : r WARNINGS: General Notes, unless otherwise noted: '}. � '+ 1. Reed all General Notes and Wammgs before construction of trusses 1 Design to support loads as shown. i r y7 i/" 2. solider end erection contractor should be edvlsed of dl General Notes end 2. Design assumes the top and bottom chords to be laterally braced at .T r` ` - FILE NO .: J -1 Warnings before construction commences. 7 -0" o.c. and at 12 -0" o.c. rest ectively. ''°°°"S f • (+(; ..^ 3. 103 compression web bracing must be Installed where shown +. 3. 2x4 Impact bridging or lateral bracing required where shown + + w .1.)i:� .Y..P� �. 4. 103 tetanal torte resisting elements such as to p 3 4 . Installation of truss is the responsibility W the res contractor ' i ` ry'• :'� d �.- ^•.f ng temporary end permanent treeing v..1. 11/11/2004 5. D es i g n assumes trusses are to be used in a non - corrosive environment DATE: r j, ; : . , a • must be designed end provided by designer of complete structure r � .. •: ;? 1 :1 , e c Co and "dry totb "ofuse. Y nrprTnrs amines no responsresponsibility responsibility for such bracing. 8. Design assumes full bearing at all supports shown. Shim or wedge d = i ;.. "" �w*•q ` •{ 2.. 5. No load should be applied to a component any mill otter dl bracing and necessary. DES. BY : LA fasteners we complete. msi et moll tone should any rued. greeter timer dealer. 7. Design assumes adequate drainage Is provided. - (`. a� loess be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center 6. CoiepuTrus has no control over end assumes no responslbilry for the lines i nd i ces a with joint ate in chs. 19 8 8191 fab rication, hendlin shipment 9. Digits b is de s size of plate in inches. S E , Q • a prnent end hsstdldlon of components. 10. For basic design values the CompuTrus Plate, Indicated by the prefix ;; ;��_ ( ?j S ; ;.'� js �� 7. This design is furnished subject to the limitations on truss designs let north C. see I.0 B.O. R.R. 4211. by TPI in HIB -eta TPIIWTCA In BCS 1.03 copies of which will be furnished 11. The Corppu r! s Net Section Plate is Indicated by the prefix "CN the by ConpuTrrus upon request. designator (18) indicates 18 ga. maturlal user. All others are 2 ga. r. _ IIIIIIIIIIIIIII CDi1 pul-us Inc. This design prepared from computer input by I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII PACIFIC LUMBER / BC Trans ID: 68870 7.1.2T(1L) -2 • 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 PANELS) T 2= -3580 B 2= 2414 TOP CHORDS: 2x 4 DF ff1 &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 ill &BTR 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 "OC. UON. Join together 2 ply with 3 "x.131 DIA GUN BRG @ 0'- 0.0" 7.04 DF / 10.86 11F / 10.35 SPF BC LATERAL SUPPORT <= 12 "0C. UON. nails staggered at: BRG @ 14'- 0.0" 7.04 DF / 10.86 11F / 10.35 SPF 12" oc throughout 2x4 top chords, NOTE: Bottom chord lumber 4" oc throughout 2x8 bottom chords, must be 7.50" minimum depth. 12" oc throughout webs. Bottom chord requires plates held down 4" typical UON and hanger height covers 85% or more of member depth. 7 -00 -00 7 -00 -00 T 1 1' 12 C -4x6 12 11.50V 4.0" .- \ 111.5C 1 . II C- 5x14.5 C- 5x14.5 0 0 o - 4. o f • NO -(ti-, I 0 ° C -4x7,7 ° y y 14 -00 -00 !WEDGE REQUIRED AT HEEL (Si . r } >,,? t Scale: 1/4" C ' .. " r ,. Cii JOB NAME: JOB- HAWKS BEARD TOWNHOMES - G -1 `• WARNINGS: General Notes, unless otherwise noted: � 1. Reed et Oenerd Notes end Warnings before construction of misses. 1. Design to support loads as shown. . . y 7. Builder 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 l.f � FILE NO.: G -1 Warnings before construction commences. 2.0" o.c. and at 1Z -0" o.c. respectively. • .,. t ;�t'. ( ' 3. 1o3 compression web tracing must be Installed whore shown +, 3. 4 Impact bridging or lateral bracing required where shown + + L.' `:-C 0'� 4. Installation of truss is the responsibility of the respective contractor. :!: '•� ? . .•:: °•3 DATE ' 11 / 11 / 2 00 4 4. All lateral force resisting elements such as temporary and permanent bracing 5 . Design assumes trusses are 10 be used in a noncorros environment, < �, ; f) •., f • oust be designed and provided by designer of complete structure and are for "dry condition" of use. Y� •• .�,, . �' y;' ChmpuTrus assures no responsibility for suc bracing 6. Design assumes full bearing at all supports shown. Shim or wedge if �J y - w - 3 . ' h 5. No load should be applied to any component until after di brecing end necessary. d DES . BY : LA fasteners are complete, and d no time should any loads greater than design 7. Design assumes adequate drainage is rovided. ^ lf i . L>• loads be applied to any component. 8. Plates shall be located on both faces Of truss, and placed so their center 6. CompuTrus has no control over end assumes no responsibility for the lines coincide with joint center lines. • SEQ.: 1988185 4., handling, shipment and installation of components. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the CompuTrus Plate, indicated by the prefix g_,•( ) r ¢� t �j i �! 1 [ F . 7. This design Is furnished subject to the iimdtetions on truss designs set forth "C', see I.C.B.O. R.R. 4211. by TPI In HIS-91 or TPIMRCAIn SCSI 1.03 copies of which will be furnished 11. The Cor i uTrus Net Seclion9 ate Is indicated by theprefix " the by ConpuTrus upon request. designator (18) indicates 18 a. material is us A , ga 111111111111111 CompuTrus Inc. This design prepared from computer input by 11111111111111111 liii1111111111111111111111 PACIFIC LUMBER / Trans ID: 68870 +7.1.3F(1L) -E LUMBER SPECIFICA'T'IONS 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" O.C. Refer to CompuTrus gable end detail for TOP CHORDS: complete specifications. 2x 4 DF 02 1- 2 BOTTOM CHORDS: LOADING 2x 4 DF 112 1 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSI TC LATERAL SUPPORT <= 12 "OC. UON. DL ON BOTTOM CHORD = 10.0 PSF BC LATERAL SUPPORT <= 12 "OC. UON. TOTAL LOAD = 42.0 PSF 7 -00 -00 7 -00 -00 1` 1' 1 12 C -4x4.3 12 11.501/ N11.50 / \ i \ / \ \\ o \ o o \ o � I n / o o \ I I 0 0 C- 2.5x4.3 C- 2.5x4.3 k1• 1 1 0 -04 -02 14 -00 -00 0 -04 -02 Scale: 3 /B" JOB NAME: ��`,Sr �n`S�� Y, • . qq • WARNINGS: General Notes, unless otherwise noted: y_ ' 1. Rem dl General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. / y/.,Y IL* 2. 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 / ` 'f^ FI NO.: T -1 Warnings before construction commences. 7 -0" o.c. and at )7 -0" o.c. resppectively `00O° .b ' E R . „ �.�;�' /'° 3. 1x7 compression web Madng must be Installed where drown 4.. 3. 9 9 3 2x4 Impact bird in or lateral bracing required where shown r + t „ . °‹-� 4. All lateral force resisting dements such as temporary and permanent bradng, 4. Installation of truss Is the responsibility o the respeCtlVe CAntraGlor. (. - .... DATE - 11 / 11 / 2 004 5. Design assumes trusses are to be used i n a non - corros env ; 4 , t ;4 „ a • must be designed and provided by designer of complete stnrctura and are for dry condition" of use. Y , ; A ' ; ,� C; io bracing assnes no responsibility for such brang 6. Design assumes full bearing at all supports shown. Shim or wedge if • 5. No load should be applied to any component until It all bracing and e uld rower necessary ^ /. roc` - DES. BY: LA fasteners are are cond or no limo sho any loads g than design 7. Design assumes adequate drainage is provided. °c,' (� . • r loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center ^ D° . 1,,,,, w „ K B ConpuTrus has no control over end assumes no responsibility for the lines coincide with joint center lines. .f y{, SEQ.: 1988184 fabrication. handling shipment and installation of Digits indicate of components. 10. For basic desi size of plate in inches. gn values of the CompuTrus Plate, indicated by the prefix '}�,�,!, t f:I:J 7. This design Is furnished f _;� } } nished subject to the limitations on truss designs sat forth "C', see I.C.B.O. R.R. 4211. '-"�- ° :j .. . by TPI In HIS or TPIAMCA in SCSI 1.03 copies of whldu will be Banished 11. The CompuTrt s, Net Section Plate is indicated by the prefix "CN' the by CompuTrus upon request. designator (18) indicates 18 ga. material Is used All others are 2b ga. • 1E11 CompuTrus Inc. This design prepared from computer input by I111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII PACIFIC LUMBER / BC Trans ID: 68870 7.1.2T(1L) -E • LUMBER SPECIFICATIONS TRUSS SPAN 19'- 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) T 2= -554 B 2= 280 TOP CHORDS: SPACED 24.0" O.C. 2x 4 DF H1 &BTR 1- 2 BOTTOM CHORDS: LOADING 2x 4 OF #1&BTR 1- 2 LEFT = 588 RIGHT = 588 LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF WEST: 2x 4 OF STAND 1 DL ON BOTTOM CHORD = 10.0 PSF BEARING AREA REQUIRED (SQ. IN) TOTAL LOAD = 42.0 PSF BRG @ 0'- 0.0" 0.94 DF / 1.45 HE / 1.38 SPF TC LATERAL SUPPORT <= 12 "OC. UON. BRG @ 14'- 0.0" 0.94 OF / 1.45 HE / 1.38 SPF BC LATERAL SUPPORT <= 12 "OC. UON. 7 -00 -00 7 -00 -00 . . . -( 12 C -4x4.3 12 11.5017 4.0" \J 11.50 ,n / o / o p o 1 1 .r1•� _4 ) ■ _. in ' oJ� o I CD C -2.5x6 C- 1.5x4.3 C -2.5x6 CD J' ). )' y 0 -04 -02 14 -00 -00 0 -04 -02 'WEDGE REQUIRED AT HEEL (Si . { t'r�Q� �t 0.1 Scale: 1/4" ,y a r „.E:v: • ' : JOB NAME: JOB - HAWKS BEARD T047NHOMES T -2 ,. !? WARNINGS: General Notes, unless otherwise noted: q . 1. Reed all General u Note. end Warnings before construction of trstee. 1. Design to support loads as shown. a 2. Builder and erection contractor shoud be advised of all General Notes end 2. Design assumes the top and bottom chords to be laterally braced at f FILE NO .: T - 2 Warnings before construction conences. 7 o.c. and at 17 - 9.c. resppectively. k'' 'GOB ;.• . 3. 2x4 Impact brill in or lateral bracing required where s + + OREGON 3. 103 compression web bracing must be installed where shown +. �. g g s :� ' • .4 4. All lateral bracing, force resisting elements such as temporary end permanent bracing, 4. Installation of truss is the responsibility of the respective contractor :' , e. ! 5 Design assumes trusses are to be used in a noncorrosive environment, � , , (? 7 : �; F DATE : 11/11/ 2 00 4 oust be designed end provided by designer of complde strudwe and are for "dry condition" of use. i' . e t. � Cenpearus asetenes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if � •�: : '"" . x'01'` 4;3_, 5. No load should be applied to any component trail agar dl bracing and necessary. S 1 G`• ` DES . BY : LA we complete, and w no time should wry roads grower then design 7. Design assumes adequate drainage is provided. % �'i' t, %�'` • loads be walled to any component. 8. Plates shall be located on both faces of truss, and placed so their center 6. CompuTrus has no control over and assures no responsibility for the lines coincide s size a with Joint center lines 9. Digits b is i de vaof lues plate in inches. by p i::Sf3l E 'r 2t� SEQ.: 19 8 818 3 fabrication, handling, shipment and Installation of components. 1 . For basic design values of the CompuTrus Plate, indicated b the prefix 7. This design Is fianished subject to the limitations on truss designs set forth "C', see I.C.B.O. R.R. 4211. by TPI In HIB-61 or TRM7TCA In SCSI 1.03 copies of which will be furnished fished 11. The CompuTrus Net Sectlion Plate is indicated by the prefix "CM' the by CompuTrus upon request. designator (18) indicates ga. material is used l others are 21) ga. IIIIIIIIIIIIIII CompuTrus Inc. This design prepared from computer input by IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 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 VI 1= 59 SIZE SPECIE GRADE PANEL(S) 7OP CHORDS: SPACED 24.0" O.C. T 2= -208 B 2= 96 2x 4 DF #1&BTR 1- 2 • BOTTOM CHORDS: WADING 2x 4 DF #1&BTfl 1- 2 LL( 25 . 0 ) +DL ( 7.0) ON 1UP CHORD = 32.0 PSF LEFT = 252 RIGHT = 252 WEBS: 2x 4 DF STAND 1 DL ON BOTTOM CHORD = 10.0 PSF TOTAL, WAD = 92.0 PSF BEARING AREA REQUIRED (SQ. IN) TC LATERAL SUPPORT <= 12 "OC. UON. BRG 0 0' 0.0" 0.40 DF / 0.62 HF / 0.59 SPF BC LATERAL SUPPORT <= 12 "OC. UON. BRG 8 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 12 12 • 11.50 7 C -9x9.3 \ 11.50 9.0" 1 •" • 0 0 of Imo , g `\ 10 I p- ._ p ■ C -2.5x6 C- 1.5x9.3 C -2.5x6 y y J' 0 -0 9 -02 6 -00 -00 :S 0 PROP. Scale: 1/2" .' ...' Ni :. '✓ � ' JOB NAME: JOB- HAWKS BEARD TOWN1 MES T-3 •,....• t< : )' 'Ty . WARNINGS: General Notes, unless otherwise noted: �4P; 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shawl. / : 4ri✓7 L�y i'• 2. Bolder end erection connector should be advised of dl General Notes and 2. Design assumes the top and bottom chords to be laterally braced at ! s ? LL4�LL. FILE NO .: T- 3 Warnings before construction commences. 2' - p" o.c. and at 12 %0" 9.c. respectivey. 3;(} .l.;r:. «�, r _( / 3 . 2x4 Impact bridging or lateral braan required where shown + + 4. ! 3. 1x0 compression web bracing must be Installed whore shown 4. gg eq 01 .. ^-.f 4. All Iderd resisting d force resistiements such as temporary and permanent bracing, Design assumes trusses are to be used in a noncorrosive environment, a contractor. . 7 respective contractorp , ( ?; : +�. E DATE: 11/11/ 2 004 must be designed oNded by designer of c Ise structure. 5 . Design Installation of truss the responsibility of the rrespective p .. "*....,;:,,,...i++. •:: :? k' . ( gre Pr v or"P condition" of use. Y • ` CompuTrus assumes or no responsibility for such bracing. 6. Design f o r "dry conditiongn assumes full bearing at all supports shown. Shim or wedge if • �;, -^ C1..., {?. 5. No load should be applied to any component Mali after all bracing end necessary. DES . BY : LA fasteners e complete, ern d no time should any loads greater than design 7. Design assumes adequate drainage is provided. ''+ • • l7 , C r loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so the center lines coincide with joint center lines 6. CorrpuTrus has no control over and assures no responsibility for the ore raa.-.wwekwswar•,e- S E 19 8 818 7 fab rication, handle cis 9. Digits indicate size of plate in inches. f -, t -) t , Q . 4 shipment end Ihetdletlm of components. 10. For basic design values of the CompuTrus Plate, indicated by the prefix + 4 1' �. ES 1 41 31 f o 7. This design Is furnished subject to the limitations on truss design sal forth "C' see I. C.B.O. R.R. 4211. by TPI In HIB-91 or TPIMRCA In SCSI 1.03 copies of which will be furnished 11. The CornpuTrus Net Section Plate is indicated by the prefix "CM' the by CompuTrus upon request. designator (18) Indicates 18 ga. material is uses All others are 10 ga. IIIIIIIIIIIIIII CumpuTrus Inc. This design prepared from computer input by 1111111111111111111111111111111 111111 C C LUMBER BC PA CI L MBER / Trans ID: 68870 B 7.1.2T(1L) -E -• LUMBER SPECIFICATIONS TRUSS SPAN 6'- 0.0" UBC 97/'1'P1 SINGLE MEMBER FORCES 9WRGD LOAD DURATION INCREASE = 1.15 T 1= -208 B 1= 96 W 1= 59 SIZE SPECIE GRADE PANEL(S) TOP CHORDS: SPACED 24.0" O.C. T 2= -208 B 2= 96 2x 4 DF 01&BTR 1- 2 BOTTOM CHORDS: LOADING 2x 4 DF 81&BTR 1- 2 LEFT = 252 RIGHT = 252 LL( 25.0) +DL( 4.0) ON TOP CHORD = 32.0 PSF WEBS: 2x 4 DF STAND 1 DL ON BOTTOM CHORD = 10.0 PSF BEARING AREA REQUIRED (SQ. IN) TOTAL LOAD = 42.0 PSF BRG @ 0'- 0.0" 0.40 DF / 0.62 HF / 0.59 SPF TC LATERAL SUPPORT <= 12 "0C. UON. BRG @ 6'- 0.0" 0.40 DF / 0.62 HF / 0.59 SPF BC LATERAL SUPPORT <= 12 "OC. U0I1. • 3 -00 -00 3 -00 -00 f ( 1 12 12 11.50V C -9x9.3 \111.50 4.0" / • rr 0 0 al 'r XWAa // 9 0 / 11.3..'7,511 0 C -2.5x6 C- 1.5x4.3 C -2.5x6 , y ). 0 -09 -02 6 -00 -00 1WEDGE REQUIRED AT HEEL(SI . . Scale: 1/2" .,.: 's ;i,l".,tr �, JOB NAME: JOB- HAWKS BEARD TOWNHOMES - T -4 if WARNINGS: General Notes, unless otherwise noted: 1. Reed dl General Notes and Wanting. before construction of trusses. 1. Design to support loads as shown. / �•`:•". y7 �^" 2 t. w ` Balder and erection contractor should be adWsed of dl General Notes end 2. Design assumes the top and bottom chords to be laterally braced at / /'v FI LE NO .: T -4 Warnings before construction commences. 2%0" o.c. and at 1Z-0" 1).r. respectively. f r�; 3. 1,3 compression web bracing must be installed where shown e. 3. 2a4 Impact b or lateral braving required where shown + + f ?+:• .:.,�''� �..; 4. All lacers force resisting elements such as temporary and permanent 6radng, 4. Installation of truss is the res nsibiliity of the respective contractor. ) °'• } . ppoo • DATE: 11/11/2004 must be designed end provided by designer of complete structure. 5 Design assumes trusses are to be used in a non-corrosive environment, , , (?; ; , E and are for "dry condition" of use. ' Yr`.. , . i:e ?? k CompuTtus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if J •r •*»y°"j" ' � '1 5. No load should be applied to any component unit alter dl bracing end necessary. ' DES . BY : LA fasteners ere complete, and d n time should any loads greater than design 7. Design assumes adequate drainage is provided. .• { ` , �` 8 . Plates shall be located on both faces of truss, and placed so their center loads be applied to any component. P 0. ConpuTrus has no control over and amen. no responsibility for the lines coincide siz e of plate in inches. SEQ.: 1988186 10. For basic des joint Center, lines. f - ., y � r , r ,, . . fabrication, fabrication, on, handling, dement and h.lIm W 9. Digits indicate size of components. design values of the CompuTrus Plate, indicated by the prefix s ::_F" _ __ •.> t G ?3 f 2_ 7. This design's furnished subject to the limitations on Miss designs set forth "C', see I.C.B.O. R.R. 4211. by TM in HIB-91 cc TRMYTCA In BCSI 1-03 copies of which will be furnished 11. The CompuTrus Net Section Plate is indicated by the prefix "CN" the by Cot puTrue upon request. designator (18) indicates 18 ga. material is used All others are 20 go. 1 11111 11 1 11 1111 CumpuTrus Inc. This design prepared from computer input by 1111111liii1111111111111111111111111111111 PACIFIC LUMBER / Trans ID: 68870 6.2.3(1L) -Z LUMBER SPECIFICATIONS TRUSS SPAN 27' 11.0" sable 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 ))1SBTR . BOTTOM CHORDS: LOADING 2x 4 DF il16BTR LL( 25.0)IDL( 7.0) ON TOP CHORD = 32.0 PSF 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 T • 12 C -4x4.3 12 . 6.00L/' 4 O rr \J 6.0C 2.1m\ • • co rn O rr O OJT �` 4 O O 0.25" O C- 2.5x7.7 C- 2.5x7.7 C- 5x7.7(5) yy y 0 -06 -00 27 -11 -00 •-: - " -- .r Scale: 1/4" . ti :' .- ` 0,0tz 3 � . JOB NAME: • JOB- HAWKS BEARD TOWNHOMES - T-58 <;` ° V rte `." • WARNINGS: General Notes, unless otherwise noted: � 7. Read al General Notes end Warnings before construction of trusses. 1. Desl n to su ort loads as shown. ( (,.- 2 Bolder end erection tartrnetor should be edviwd of dl Gaffed Notes end 2. Design assumes the top and bottom chards m be laterally braced al FILE NO.: T - 5B Warnings before construction commences. 2' o.c. and at 17 - 0" o c. respectively. ,�;; OREGON i' , 3. 1x3 compression web bracing must be Installed where shown +. 3. 2x4 Impact bridging or lateral bracing required where shown + + f of t) S ?.• 4. All lateral force resisting dements such as temporary end permanent bredng, 4. Installation of truss is the re t onsibi RY the respective contract r•:'%' ' °+� DATE : 11 / 11 / 2 00 4 5 Design assumes trusses are to be used in a non - corrosive environment, E oust be deslgrod ond proNded by designer of carplala elrtrdtua and are for dry condition" of use. l k . ::: . ,, r, CompuTrus assumes no responsibility for suds bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if } "° �v -w "jO t 5. No toed should be applied to any component emit after alt bracing end necessary. ' : ` . _ , <�:. DES . BY : LA fasteners ere complete. and w no time should erry toads greeter then design 7. Design assumes adequate drainage is provided. ` C_ • loads be applied to any corrponere. 8. Plates shall be located on both faces of truss, and placed so their center y 'D° g y,,, - v lines coincide with oint center. es. lines. B CortpuTrus has no control over end assures no responsibility for the g Di its indicate size of late in inch ° 9 P mP Y fa �._r�( ^�.> i..v . f S EQ .: 19 8 819 0 fabrication, handling. shlpncee end Installation of components. 10. For bask design values of the Co uTrus Plate, indicated b the el& ter 7. This design is furnished srbtect to the limitations on truss designs set forth "C', see I.C. B.O. R.R. 4211. by TPI In HIB-g1 or TPVWTCA In BCS 7.03 ooplw of which will be furnished 11. TheCompuTrus Net Sectio Plate Is Indicated by the Prefix "Chi', the by CampuTrus upon request. designator (16) indicates 18 ga. material is used All others are 20 ga. I1111111111111I CampuTrrus Inc. This design prepared from computer input by 11111110111111111111111111111111111111111111 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 WAD 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 81t: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 1116BTR 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 "OC. 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 12 C -4x4.3 12 6.001/ 9 X6.00 'fa( :Si, C- 2.5x4.3 2.1 C- 2.5x4.3 C -3x7.7 C -3x7,7 i rc) cn O a - u ii O I o C -5x9.4 C- 2.5x7,7 C- 2.5x7,7 C- 2.5x7,7 C -5x9,4 �- o l o o C-4x7.7 C-3x4.3(S) C-4x7.7 i14.0C 4.000 12 12 3 ). �- ). 3' y y 3-05-08 y 1 2 -00 -00 9 -00 -00 3-05-08 0 -06- 0605 -08 21 -00 -00 3-05-08 27 -11 -00 ,S;i:C: }'� ?ip\ • Scale: 3/16" ...: : , t " " � . Ss JOB NAME: JOB- HAWKS BEARD TOWNHOMES - T -6A l (� ''- 1 : j) ,. 1' WARNINGS: General Notes, unless otherwise noted: t ,::.� E 1. Reed dl General Notes and Warnings before construction ef trusses. 1. Design to support loads as shown. i y.• 2. Bolder and erection contractor should be advised of dl General Notes and 2. Design assumes the top and bottom chords to be laterally braced at l �• + f•G. '. • , FILE NO.: T- 6A Warnings before corhstructlan commences. 2.0" o.c. and at 17.0" o c. resppectively (;t; (;j4 ( i 3. 1e3 compression web bracing must be installed where shown ♦, 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. All lateral force resisting dements such as temporary and permanent bracing 4 installation of truss is the responsibility of the respective contractor. if� ° `' •' `� °"; DATE : 11/11/2004 must be designed provided by em ned end odded b designer of complete structure. 5. Design assumes trusses are to be used in a non - corrosive environment, L'- essence and are for "dry condition" of use. ; �c:(? ,i .E '�' y; a�`" L; CompuTrus ece no responsibility f such bracing ; 8. Design assumes full bearing at all supports shown. Shim or wedge if `) : ° �;•+ . `*•• .t't•• 5. No load should be applied to any component until after all bracing and necessary. !` ° DES . BY: LA fasteners we complete, end et no time should any loads greater then design • 7. Design assumes adequate drainage is provided. % ./ L, ' loads be applied to mar 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 and assumes no responsibility for the ww.>awwwehw1 S E 1988188 fab rication, handling, shipment and installation of components. 9. Digits indicate size of plate in inches. ) r y .•• , t `f r 4 • : a ao 10. For basic design values of the CompuTrus Plate, indicated by the prefix �_;�I (, �. }v 7. This design is furnished subject to the limitations on truss dodged set forth "C', see I.C.B.O. R.R. 4211. p by TPI In HI &g1 or TPIM 9 ni RCA In BC 1-03 copies of which will be Ilushed 11. The CofllpuT r g Net Section Plate Is Indicated p the othersC " a " the by ConpuTrue upon request. designator 1 B indicates 18 a. material is used A 111111111111111 CumpuTrus Inc. This design prepared from computer input by 1111111111111111111111111111111111111liiifill PACIFIC LUMBER / Trans ID: 68870 7.1.2T(1L) -E LUMBER SPECIFICATIONS TRUSS SPAN 27'- 11.0" UBC 97 /TPI SINGLE MEMBER FORCES 4WRGD SIZE SPECIE GRADE PANELS) LOAD DURATION INCREASE = 1.15 T 1= 0 B 1= 4143 W 1= 1425 W 9= 1430 SPACED 24.0" O.C. TOP CHORDS: T 2= -4601 B 2= 3566 W 2= 1608 2x 4 OF H6 1- 7 T 3= -2264 B 3= 1972 W 3= 387 BOTTOM CHORDS: T 4= -1521 B 4= 1974 W 4= -833 T 5= -1521 B 5= 3580 W 5= 1029 2x 4 DF 816BTR 1- 6 LL( 25.0) +DL( 7.0) ON lOP CHORD = 32.0 PSF WEBS: T 6= -2265 B 6= 4159 W 6= -835 2x 4 OF 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 "OC. 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 OF / 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 1' T T 12 C -4x4.3 12 6.00 v 4 0 " 6.00 i C- 2.5x4.3 2 . 1 C- 2.5x4.3 C -3x7.7 C -3x7.7 c y • in I 00.... a I o C -5x9.9 C- 2.5x7.7 C- 2.5x7.7 C-2.5x7.7 C -5x9.4 o 1 1 ° C -4x7.7 C-3x4.3(S) C -4x7.7 C3 a 9.00 4.000. 12 12 J. J- J- y 3 -05 -08 12 -00 -00 9 -00 -00 3 -05 -08 y J• > )' 3 -05 -08 21 -00 -00 3 -05 -08 I. y 27 -11 -00 ;�ti(: i'i�i� Scale: 3/16" + � "�' JOB NAME: JOB- HAWKS BEARD TOWNHOMES - T -6B 1 1 � ' ; ''r o e • .r, +Y • WARNINGS: General Notes, unless otherwise noted: �• /�4 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. ! Y `(y � V^+ 2. 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 g nc 2'.Q respectively. l.4 .. . FILE NO. : T -6B Warnings before construction commences. ' o.c. and at 17-0" Q.C. f� j` ;;;. • ^ 3. 103 compression web bracing must be Installed where shown +, 3. 2%4 Impact bridging or lateral bracingg required where shown + * OREGON • • elements 4. Installation of truss is the res nsibility of the respective contractor. l `a ; r, `1 4. All lateral force resisting ements such as temporary and permanent bracing 1 . + . DATE: 11/11/2004 must be desi d end provided b desl 5 Design assumes trusses are o be used in a non - corrosive environment, f j :. E . gum w y goer of cerrylale gnuaura and are for "dry condition" of use. l', ., ` " :' .? i. : • t ` u n CompuTnus assures no responsibility for such bracing. 6. Design assumes fug bearing at all supports shown. Shim or wedge if . 1 " .(3 ', 5. No load should be applied to any component until after all en l bracing d necessary. 1 • DES. BY: LA fasteners ere canrylete, and of no time should any toads greater than design 7. Design assumes adequate drainage is provided. �� . (�> �' loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center 5. CompuTrus has no control over and assures no responsibility for the lines coincide with joint center fines. • 9. Digits indicate size of plate in tongs by prefix , -r�F'" 21 1 f � SEQ.: 19 8 818 9 fabrication, hendgng shipment and Installation of n truss components. 10. For basic design values of the Co uTrus Plate, indicated b the refit f^'• t ' 7. This design 1s furnished subject to the limitations on truss designs set forth "C', see I.C.B.O. R.R. 4211. by TPI In HIB•61 or TPIMTCA In SCSI 1.03 copies of which will be furnished 11. The i Comp uTrus Net section Plata is indicated the prefix "CN" the by ConpuTrus upon request. designator (18) indicates 18 ga. material is used All others are In ga. 11111111111 III CompuTrus Inc. This design prepa red from computer input by 111111111111111111111111111111111111111111111 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. SIZE SPECIE GRADE C-1x2.6 or equal typical at stud verticals. SPACED 24.0" O.C. Refer to CompuTrus valley end detail for TOP CHORDS: complete specifications. 2x 4 DF H1&BTR BOTTOM CHORDS: LOADING 2x 4 DF H1&BTR LL( 25.0) +DL( 7.0) ON 70P CHORD = 32.0 PSF WEBS: DL ON BOTTOM CHORD = 10.0 PS 2x 4 DF STAND TOTAL LOAD = 42.0 PS • TC LATERAL SUPPORT <= 12 "OC. UON. BC LATERAL SUPPORT <= 12 "OC. UON. 12 3.50E • I— C- 2.5x4.3 +(S) N C . 5x 4 . 3 fl - 0 C- 2.5x4.3 +(S) ) y 23 -10 -00 :03 PRo ,r. • Scale: 1/4" '' t�lr a At �. JOB NAME: JOB- HAWKS BEARD TOWNHOMES - V -1 i; '!�� • WARNINGS: General Notes, unless otherwise noted: ..... 61. n 1. need dl General Notes and Warnings before construction of trusses. 1. ��� Design to support loads as shown. r ':.yr 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 .l Eff......�a... FILE NO.: V -1 Warnings before construction commences. 7.0" o.c. and at 17 -0" 6.c. respectively t i 1; �r•( t iZ 3. 1 :3 compression web bracing most be Indaeed where drown e. 3. 4 Impact bridging or lateral bracing required where shown + + T o :,�- l• .�' • `' e4 4. All lateral force resisting dements such as temporary and permanent bracing, 4 Installation of truss is the onsibi oT the p ive conlra . �. •`'` DATE • : 11/11/2004 5 Design assumes trusses are re t to be used in a non-on•cowostve environment, ment, must be designed end provided by designer of complete drudhaa and are for "dry condition" of use. Y� •• ' `� tr CompuTrus assumes no responsibility for such edne 8. Design assumes full bearing at all supports shown. Shim or wedge ""P - w ' rS.. 5. No load should be applied to any component well eler all bracing and necessary. DES . BY : LA fasteners are complete. end re no time should any loads greater than design 7. Design assumes adequate drainage is provided. t loads be applied to any component. 8. Plates shall be locate on b faces of truss, and placed so their center • 6. CompuTrus has no control over end assumes no responsibility for the lines coincide with joint center lines. SEQ.: 1988192 f abrication 9. Digits indicate size of plate in inches. �„ + :+ .. is , handling shipment end installation of components. 10. For basic design values of the CompuTrus Plate, indicated by the prefb _;� ) r'+ •.> < : „lJ. r <3 7. This design Is furnished subject to the limitations on ass designs no forth "C', see I.0 B.O. R.R. 4211. by TPI In HI &et or TPIMITCA In 13[51 143 copies of which will be furnished 11. The CompuTrus Net Section Plate Is indicated by the prefix "CM the by CompuTrus upon request. designator (18) Indicates 18 ga. material is used. All others are 20 ga. 1111111111111111 CompuTrus Inc. This design prepared from computer input by 11111111111111111 liii111111111111111111111 PACIFIC B Trans ID: 68870 LUMBER / BC +7.1.3F(1L) -E LUMBER SPECIFICATIONS TRUSS SPAN 20'- 4.9" 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) Refer to CompuTrus valley end detail for TOP CHORDS: SPACED 24.0" O.C. complete specifications. 2x 4 DF #2 1 . BOTTOM CHORDS: LOADING 2x 4 DF (I2 1- 2 LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF TC LATERAL SUPPORT <= 12 "OC. UON. DL ON BOTTOM CHORD = 10.0 PSF BC LATERAL SUPPORT <= 12 "OC. UON. TOTAL LOAD = 42.0 PSF 13 -02 -07 6 -02 -07 T 1' , 12 3.501 . C- 2.5x9.3(S) rah r 0 , ,-t to I C 2.5x9.3 0., ,--t I « - (D I I C- 2.5x9.3(S) )• I I 10 -08 -11 9 -02 -03 )• )• 20 -09 -19 Scale: 3/6" . JOB NAME: JOB - HAWKS BEARD TOWNIIOMES - V -2 �`• �.; dA �� � WARNINGS: General Notes, unless otherwise noted: ' '�. 1. Reed all nn c l General Notes and Warnings before cotnton of trusses. 1. Design to support loads as shown. j ' /.yf 6 .S •7 LI'� 2. Builder end erection couraaar should be advised of dl General Notes and 2. Design assumes the top and bottom chords to be laterally braced at .1 ` L.ie• , . FILE NO .: V - Wand s before construction corenences. Z -0" o.c. and at 17.0" o.c. respectively f 3. 1.3 compression web bracing must be installed where shown +. 3. 4 Impact bridging or lateral bracing 'required where shown + + ` . 1.3; :''�YttF'� ; 4. All lateral force resisting elements such as tempeeny and permanent bracing 4. Installation of buss i s the responsibility of the respective contractor. • . '.� c' ° DATE: 11/11/2004 must be designed end 5. Design assumes trusses are to be used in a non. corrosive environment, provided by designer of complete sLUaura and are for "dry condition" of use. � CompuTrus assures no responsibility for such bradng. 6. Design assumes full bearing at all supports shown. Shim or wedge it •." •.. '°`s�� ; ...Q. • 5. No load should be epplied to any component wall after dl bracing and necessary. c O+ 7' c\ DES . BY: LA fasteners or no complete, and at o tons should any loads greater than design 7. Design assumes adequate drainage is provided. 1� loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center CompuTrus has no cortrol over and assumes no responsibility for the lines coincide with joint center l ti r , 4 �, SEQ.: 19 8 819 3 fabrication, handling, shipment and installation of components. components. 9. Digits indicate . 10. For basic design size of plate in inches. n values of the CompuTrus Plate, indicated by the prefix �' S (i . t S t M 6. 131105 7. This design is by TPI In NIB-at o TPIIWr A n 1 03 limitations on truss of which will be Bashed 11. "C", Comm Ne tt R. ectio Plate Is indicated by the prefix "CH' the by CompuTrus upon request. desIgnator (18) indicates 18 ga. material is used: All others are 20 ga. IIIIIIIIIIIill CompuTrus Inc. This design prepared from computer input by IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . LUMBER PACIFIC ER / 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 PANELS) SPACED 24.0" O.C. Refer to CompuTrus valley end detail for TOP CHORDS: complete specifications. 2x 4 OF #2 1 • BOTTOM CHORDS: LOADING 2x 4 DF #2 1 LL( 25.0)+DL( 7.0) ON '('OP CHORD = 32.0 PSF TC LATERAL SUPPORT <= 12 "OC. UON. DL ON BOTTOM CHORD = 10.0 PSF BC LATERAL SUPPORT <= 12 "OC. UON. TOTAL LOAD = 42.0 PSF 12 3.50L- • r- 0 t I ('I C- 2.5x4.3 a _ _ o — 1 0 • y y 16 -11 -12 Scale: 3/8" . �5;% 3.. l ":i t" JOB NAME: JOB- HAWKS BEARD TOWNHOMES - V -3 rot < 0 P -5^ �i; WARNINGS: General Notes. unless otherwise noted: $ t Reed ell General Notes and Warnings before construction of trusses. 1 Design to support loads or ads as shown. / .eis,'. / 7 Lam•+ 2. Builder and erection cordrsdor should be advised of di Genteel Notes and 2. Design assumes the top and bottom chords to be laterally braced at / .C••• FILE NO.: V -3 War rte respectively. f s before construction commences. 0" o.c. and p 12 -0" 6.c. OREGON !; 3. lid compression web bracing must be installed where shown r. 3 4 Impact t or lateral b i�g required where shown r + 4. All lateral force resisting dements such as temporary end permanent bracing, ;?° Installation of f truss russ i the responsibility of the respective contractor. . :)+ s' DATE: 11/11/2004 nest be designed and provided designer of c 5. Design assumes trusses are to be used in a non - corrosive environment. mo w. r; , `' .F Pr M e complete structure. . and are for "dry condition" of use. 7 f• f : e! 1 i ` C . • CompuTrus assures no iesponsihllry for such tracing 6. Des assumes full bearing at all supports shown. Shim or wedge if i ) '"R+ ss . rout 5. No load should be applied to any component after di bracing and necessary. ', b.<'?" ` DES. BY : LA fasteners ere empire.. end re no time should any loads greater then design 7. Design assumes adequate drainage is p " rovided. r� •T t • t, .. • loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center ""yaw _ B. CompuTrus has no control over end assures no responsibility for the lines coincide with joint center tines 9. Digits indicate size of plate in inches. T; 1 ] t d , s „., SEQ.: 19 8 819 4 ffabrication, handling shipment end Installation of components. 10. For basic design values of the CompuTrus Plate, indicated by the prefix , ( E r : j3.'(f0 '' 7. This design I. furnished edited to the limitations on truss design set forth "C'. see I.C.B.O. R.R. 4211. by TPI In 14113-01 or TPUWTCA In SCSI 1.03 copies of which will be furnished 11. The CompuTrus Net Section Plate is indicated by the prefix "Chi” the by Co�uTrus upon request. designator (18) indicates 18 ga. material is used All others are 2'0 ga. . • , . • 1 111111111111111 / Inc. This design prepared from computer input by 11111111111111111111111111111111111111111111 PACIFIC LUMBER / BC Trans ID: 68870 1 +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. SI'LE SPECIE GRADE PANELS) SPACED 24.0" O.C. Refer to CompuTrus valley end detail for • TOP CHORDS: complete specifications. 2x 4 DF #2 1 BOTTOM CHORDS: WADING 2x 4 DF 112 1 LL( 25.0) +DL( 7.0) UN TOP CHORD = 32.0 PSI TC LATERAL SUPPORT <= 12 "OC. UON. DL ON BOTTOM CHORD = 10.0 PSF BC LATERAL SUPPORT <= 12 "OC. UON. TOTAL WAD = 42.0 PSF 12 3.50 r 0 rt C , . ) C- 2.5x4.3 CA V O --// 1 O y y 13 -06 -1C Scale: 1/2" �^ > ; .. • Sa, JOB NAME: JOB- HAWKS BEARD TOWNHOMES - V -4 ;. r ,l• "•e t r � y WARNINGS: General Notes, unless otherwise noted: ,j7 1. Read all Cermet Notes and Warnings befog e construction of busses. 1. Design to support loads as shown. ( j '.7 V`^ 2. 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 a f •+ l .{e . . r^ } FILE NO .: V- 4 Warnings before construction commences. 2'•0" o.c. and at 17 -0" o.c. respectively. f pF ( �. 3. 1x3 co ression web bracin must be Installed where shorn+. 3 2x4 Impact bridging or lateral braciny required where shown + + � !' <- ' ! "p g 4 : ^• � c <S 4. All lateral force resisting dements such es temporary end permanent bracing, qq Design as Of truss Is the are to slbl of the respective contractor. ii) -4 DATE : 11/11/2004 must be designed end provided by designer of complete structure. 5. Desi n assumes trusses are to be used in a non- corrosive environment and are for "dry f r : ` . � ' W Trus assumes no • Can responsibility y condition' of use. �r�) q y 9 ` P Y for such bradn a 6. Design assumes full bearing at all supports shown. Shim or wedge if '" 5. Na load should be applied to any component we fasteners ell bracing end necessary. DES. BY : LA f asteners re complete, end a n t ime should any loads greeter then design 7. Design assumes ad uate drainage is provided. any rort. % ^ t'�', (,: % �` ~ loads be applied to a compo 8. Plates shall be located on both faces of truss, and placed so their center ° e<a .- lines coincide with joint center lines • 6. ConpuTrus has no control over and assumes no responsibility for the g, Digits indicate size of late in inches. .r weerenwe ffff tiv ew<sA0a0 SEQ.: 19 8 819 5 fob iratlom, fiend ins shipment and Insldlal n of components. 9. For basic design values of the CompuTrus Plate, indicated by the prefix : =xp i R t 1261/05 7. This design Is furnished subject to the limitations on truss design net forth "C', see I.C.B.0. R.R. 4211. by TPI In 11113-91 11113-91 r g1 TPI/NrTCA In BCSI 1.03 copies of wt,Idt will be furnished 11. The CorppuTrus Net Section Plate is indicated All prefix "CH'. the m by CpuTrue u request. designs (18) indicates le ga. material is us g • 11111101111111111111111111111111111111 e 111E1111111111 / Inc. This design prepared from computer input by PACIFIC LUMBER / BC Trans ID: 68870 e 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 PANELS) SPACED 24.0" 0.C. Refer to CompuTrus valley end detail for TOP CHORDS: 2x 4 DF H2 1 complete specifications. BOTTOM CHORDS: WADING 2x 4 DF 02 1 LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF TC LATERAL SUPPORT <= 12 "0C. UON. DL ON BOTTOM CHORD = 10.0 PSF BC LATERAL SUPPORT <= 12 "OC. UON. TOTAL WAD = 42.0 PSF 12 3.50 I- 0 N C- 2.5x4.3 N 1 Q 1 / O� I --/ i CD J. ), 10 -01 -08 Scale: 1/2" ; Y +° ;} ;., � �? JOB NAME: JOB- HAWKS BEARD TOWNHOMES - V -5 `a i > tit �� ? �� T. . WARNINGS: General Notes, unless otherwise noted:, 1. Reed di General Notes end Warnings before construction of trusses, pesign f0 support bads es shown. / �", � 2. Builder end erection contractor should be advised of all General Notes end 2. Design assumes the top and bottom chords to be laterally braced at ! . e ' FILE NO .: V-5 Warnings before construction commixes. 7 -0" o.c. and at 17 -0" o.c. resppectively. ;(`y' OREGON. of 3. 1x3 conpreedon web bradng must be Installed whore shown +. 3. 2x4 Impact bridging or lateral bracing required where shown + + s . ` . 4. All lateral force resisting elements such as temporary and permanent bracing 4 Installation of truss is the responsibility of the respective contractor. (3 r ?; • q • y"s re 5 Design assumes trusses are to be used in a non - corrosive environment, �, (j- : ,.., � „ ! DATE: 11/11/2004 rust be designed end presided by designer of complete drug ae and are for "dry condition" of use. 1 % %.- ` ::: •-. ' � („ Tr Cwnpuus a ssures no respondollry for such bredng B. Design assumes NR bearing at all supports shown. Shim or wedge if r., '"`•^^'0° ,x, (?., . 5. No toed should be applied to wry • component until after dl bracing and necessary. . DES . BY : LA fasteners we complete, and al no time should any loads greater than design 7. Design assumes adequate drainage Is provided. Na ^ �1 t.• �' toads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center . lines coincide with jo center, lines. e. CompuTn a has no control over end assumes no responsibility for the joint .w .wwr r�waM"..Aw.w<vrrrrre SEQ.: 8 819 6 fab rication, htndling, shipment end i of cone nents. 9. Do b isc design v values plate inches. ,t I Po 10. For r see CompuTrus Plate, indicated by the prefix ±':� j ,.t '( ft� 7. This design Is furnished subject to the limitations on was dedpha lid forth "C", see e iI. I.C.B.O. R.R. 4211 th 1. by TM In NIB-01 or TPINYTCA In BCSt 1.03 copies of which will be ftanished 11. The CompuTrus Net Section Plate is indicated by the prefix "cm" the by CompuTnrs upon re designate: (18) indicates 18 ga. material is used All others are 10 ga. e f• r - • . llllIllllillIll / Inc. This design prepared from computer input by IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII PACIFIC LUMBER / BC Trans ID: 68870 +7.1.3T(1L) -E • LUMBER SPECIFICATIONS TRUSS SPAN 6'- 8.4" Valley end truss on continuous support. WAD DURATION INCREASE = 1.15 C -1x2.6 or equal typical at stud verticals. SIZE SPECIE GRADE PANELS) SPACED 24.0" O.C. Refer to CompuTrus valley end detail for TOP CHORDS: 2x 4 DF 02 1 complete specifications. • BOTTOM CHORDS: WADING 2x 4 DF 112 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 WAD = 42.0 PSF TC LATERAL SUPPORT <= 12 "0C. UON. BC LATERAL SUPPORT <= 12 "OC. UON. 'Caution: Note bearing area requirements. • 12 3.5CE" C- 1.5x2.6 r- 0 C- 2.5x4.3 I N '-.t .-t I e o C- 1.5x2.6 J. 3, 6 -08 -06 • • Scale: 1/2" ` ` :„ e + �" JOB NAME: JOB- HAWKS BEARD TOWNHOMES - V -6 F : i.. G Z WARNINGS: General Notes, unless otherwise noted: _ 1. Reed all General Notes and Warnings before construction of trusses. 1. sign to support loads as shown. �+r,,ry7 L•�•• 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 '�` ` • FILE NO .: V -6 warnings before construction commences. 7 - 0" a.c. and at 12 -0" o.c. res ecijvely. •' !+ 3. 14 compression web bracing must be Installed where shown s. 3. 2x4 Impact bridging or lateral .,raangg required where shown t + ? �.ti:�'CT�,'�4 4. All lateral force resisting elements such as temporary and perment tracing, 4 InInstallation of s b Is the resppoonsibi of the respective con won = �3 Y'• ,.�7 -.! en DATE : 11/11/ 2004 must be designed and provided by designer g mar olc complete omp structure. 5. Design assumes condition" of use. mes trusses are to be used in a noncorrosive environment, and are or ' t l j:. ; f , Y •' '� " <.::: y l�" CompuTrus assumes no responsibility for such braci 8. Design assumes full bearing at all supports shown. Shim or wedge it ) ;. • " =w " .41 : 5. No load should be applied to ary component with after all bracing and necessary. <c. • DES . BY : LA fasteners are complete, end a no time should any Inds greeter than design 7. Design assumes adequate drainage is provided. /j (� loads be applied to any component. 8. Plates shall be located on both faces or truss, and placed so their center Ines coincidith joint center tines. • 6. CompuTrus has no control over and assumes no responsibility for the e w1 4 , ., SEQ.: 19 8 819 7 design handling shipment and installation of components. 9. Digits indicate size of plate in inches. This de. 10. For basic design values of the CompuTrus Plata indicated by the prefix p� �; j ! f 7. This sign Is (tarnished subject to the limitations on n tubes truss designs set forth "C', see I.C.B.O. R.R. 4211. by TPI In HIB-al or TPtIWTCA In SCSI 1-03 copies of which will be furnished 11. The CompuTrus Net Section Plate is Indigated by M the prefix "C' the by CompuTru. upon request. designator (18) Indicates 18 ga. material is us All others are 2 ga. 11111IIIIIIiiI CampLTrus Inc. This design prepa red from computer input by 111111IIIIIIIIIIIIIIIIIIIIIIIIII ill 11111111 , PACIFIC LUMBER / BC Trans ID: 68870 _ 7.1.2T(111 -E , r 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 IS) SPACED 24.0" U.C. Refer to CompuTrus valley end detail for TOP CHORDS: 2x 4 DF #l&BTR 1 complete specifications. BOTTOM CHORDS: LOADING 2x 4 DF #16BTR 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 LOAD = 42.0 PSF TC LATERAL SUPPORT <= 12 "0C. UON. I BC LATERAL SUPPORT <= 12 "OC. UON. 12 3.50 C- 1.5x3.4 C- 2.5x4.3 -r- CJ �t rl-- ' r ,--I I O7 -,, O C- 1.5x3.4 k i' 3 -03 -04 . Sr Scale: 1/2" i JOB NAME: JOB- HAWKS BEARD TOWNIIOMES - V -7 .,�• ' „1Ar4.. WARNINGS: G eneral Notes, unless otherwise noted: c 1. t Read dl General Notes end Warns gs before cut of trusses. 1. Design to support loads as sham. i F / S ► � [ f �G � F 6 ! e r 2. Builder end erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at .r f FILE NO .: V -7 Warnings before construction conanences. 2-0” o.c. and at 12 -0" o.c. respectively. j`;' t 1 r l:.( (;� . 3. tai compression web tracing must be Installed where shown +. 3. 2x 4. All laced force resisting demra DATE • 11 / 1 1 / 2 004 . re for dry condition" d use. r (? . ;; ;: E provided b y designer of complete druau / , ( .. t CwnpuTnrs ssswnes no responsibility for such bracing 6. Design assumes full bearing at all supports shown. Shim or wedge it •,, ;... < � �`<"^i -.--- Cl.,. . � ' • 5. No load should be applied to any component wail after dl bracing end necessary. b'�e ^ 1 ,• ` ,mac'• DES . BY : LA fasteners ere complete end of no time should any tood. greats umn design 7. Design assumes adequate drainage is wovided. s • r loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center " yao,,„,,,,,," ' lines coincide with joint center lines. 6 CompuTrus has no cotarol over and assumes no responsibility for the joint , ",,, „,,.rr.,,,,vv�•w,.owwvaw.,w 9. Digits indicate size of plate in inches. SEQ.: 19 8 819 8 fabrication handling, shipment and lrotdlalan of components. 10. For basic design values of the Co utrus Plate, indicated by the prefix t Et a i fo 7. This design Is furnished subject to the limitations on truss designs sea font, mP y a f_:�r• i.. C.:> ,,,,,�; 3.1 f � I 'C', see I.C.B.. R.R. 4211. by TPI In HI &at or TPUWTCA In SCSI 1 copies of which will be (tarnished 11. The CompuTrus Net Section Plate Is indicated by the prefix "CN” the by Con i puTrus upon request. designator (18) indicates 18 ga. material Is used All others are 20 ga.