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r . . ` OFFICE COPY i1 00 -00 -9I Approved plans 00 -00 -Oi �0 -0(� -C shall be on job site. 0 88 ®8888 1\ LIABILITY The C ity of Tigard and its employees shall not be i 4fr -- , m 1 responsible for discrepancies ® 111.. - which may appear herein. i ® NIFF ®1 4111 CITY OF TIGARD Approved ( \T 1 -DS> 1 Conditionally Approved ( ); C c, O M °! - -- For only the wart as sscribed_in c ^ cD irD — 4 PERMIT NO. 1 -kr " R�C Z 0 ` J up! See Letter to: Follow ( ): Q N I Attach ( p 7-I 'P Z Job Addr ss: �- I < 19> , - By: a w 1 ?. Da. ?a: «. � Q-a.� gr y Z v � GI I ® ® 1 o f 9 HEEL 8 CMU WALLS , , o f I ® 4!m.�.,�� A� NO OH 2X8 TOP PLATE \ 8 $ $ 0 $ $ 0 Scale: 1/8" Date: 10 -03 -2006 MH CONSTRUCTION - HUDSON PLAZA - BATHROOM . 4) . ‘kN\ Copyright (c) CompuTrus Inc. I VIII 11 I II NII / "CompuTrLJS Inc. This design prepared from computer input by I MIAMI VIII VIII VIII VIII VIII VIII nII IIII , PACIFIC LUMBER / BC Trans ID: 169931 7.3.0TI1L1 -Z LUMBER SPECIFICATIONS TRUSS SPAN 16'• 0.0' IBC 2003 SINGLE MEMBER FORCES 40(GDF) LOAD DURATION INCREASE = 1.15 T 1= 56 8 1= -153 W 1= 187 W 5= 287 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' 0.C. T 2= -226 B 2= -122 W 2= -567 W 6= 567 TOP CHORDS: T 3= -226 B 3= - 122 W 3= 287 W 7= 167 2x 4 DF 41313TR 1- 4 LOADING T 4= 56 B 4= -153 W 4= •117 BOTTOM CHORDS: LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 2x 4 DF 418BTR 1- 4 DL ON BOTTOM CHORD = 10.0 PSF 2x 4 DF WE BS : 1- 7 TOTAL LOAD = 42 PSF C ANT @ 3 0 C NTT @= 13 0.0' TC LATERAL SUPPORT <= 12'0C. UON. BEARING AREA REQUIRED (SQ. IN) BC LATERAL SUPPORT <= 12'0C. UON. BRG @ 3'- 0.0' 1.01 DF I 1.55 HF / 1.48 SPF • C -1x2.8 or equal at non - structural BRG @ 13'• 0.0' 1.01 DF I 1.55 HF / 1.48 SPF vertical members (uon). MAX LL DEFL = - 0.005' L/7200) @ 0'- 0.0' 1 /120 = 0.300' MAX TL DEFL = •0.008' L/4499) @ 0'- 0.0' 1/90 - 0.400' MAX LL DEFL = - 0.004' L/9999) @ 8'• 0.0' 1/240 = 0.454' MAX TL DEFL = - 0.007' L/9999) @ 8'• 0.0' 1 /180 = 0.606' MAX LL DEFL = - 0.005' L/7200) @ 16'- 0.0' L /120 = 0.300' MAX TL DEFL - - 0.008' L/4499) @ 16'- 0.0' 1 /90 - 0.400' � _ "__ 8 - 00 -00 8 -00 -00 , Wind 110 mph, h =15ft, TCDL=4.2,BCDL =6.0, ASCE 7 -02, Enclosed, Cat.2, Exp.B, MRS, 12 C -4x4.3 12 interior zone, load duration factor=1.33 5.00 4 Oa X15.00 Max Calculated Uplift: Left = -147 Right = -147 PR Ift C- 2.5x7.7 2.1' C- 2.5x7.7 C- 2.5x7.7 �^ ` ! ^' C- 2.5x7.7 at r .s o C- 2.5x3.4 C- 2.5x7.7 C - 2.5x3.4 7 y ). - i -7 3 -00 -00 10 -00 -00 3 -00 -00 y y 16 -00 -00 Scale: NAME: QUOTE•DD-MH CONST- HUDSON PLAZA - T1 -DS \ ... - 0 PROF JOB WARNINGS: General Notes, unless otherwise noted: W �i r I. Read an General Not and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Sunder 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�� FILE NO.: 71-DS warnings before construction commences. 2'-0 o.c. and at 10' -0' o.c. respectively unless braced throughout their j 3. 2s4 compression web bracing must be Installed whore shown •, lenggth by continuous sheathing. 4. All totem' totem' ra e elements such as fora slstin temporary 3. 2x tmpac bridging or lateral bracing required where shown * * porary and permanent b 4. Installation of truss is the res nsibdity of the respective non-corrosive co enmron . • OREGON ..� DATE: 10/10/2006 must be designed and provided by designer of complete structure. 5. Design assumes trusses are to be used in a non - corrosive environment, Cy 0 J • CompuTrus assumes no responsibility for such bracing. and are for 'dry condition' of use. r � '� 5, No load should W applied to any component until aft., all bracing and 6. Design assumes fun bearing at all supports shown. Shlrn or wedge if B E R 6 DES. BY: BC Wieners are complete, and at no em. should any loads greater than design f ssary. 2 ' loads be rippled to any component. 7. Design assumes adequate drainage is provided. ��. 4` 6. ConbpuTrua Ms no contra own and assumes no responsibility for tie lines Plates shah be located on both laces of truss, and placed so their center R C P SEQ .: 3092141 fabrication, handling, shipment and installation of components. 9. Digits co recite with Joint ahe. its indicate sae of e e in acches. 4/(0/4 7. This design des" . Di n k^ is furnished sub 1 ect to the emitetions on truss designs set fortis 1 For basic deel n values of thh by TPI In HIBA1 or TPIFWTCA in SCSI 1 - 03 copies of which will be furnished 'C', see I.C.B. prefix .D. R.R. R.t . 4211. e ComptiTrus Plate, indicated by t 1 EXPIRES 12/31/07 t by CompuTrue upon request. 11. The CompuTnts Net Section Plate is indicated by the prefix'CN' the i designator (18) indicates 18 ga. material is used. All others are 2b ga. 1 111111011 Cam uTrus Inc. This design prepared from computer input by II IIIHIIIIIVIII IIIIIII ' I PACIFIC LUMBER / BC Trans ID: 169931 7.3.07(111 -E LUMBER SPECIFICATIONS TRUSS SPAN 16'. 0.0' IBC 2003 SINGLE MEMBER FORCES 4WR(6DF) LOAD DURATION INCREASE = 1.15 T 1= 56 B 1= -153 W 1= 167 W 5= 287 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= •226 B 2= -122 W 2= -567 W 8= -587 TOP CHORDS: T 3= -226 B 3= -122 W 3= 287 W 7= 167 2x 4 DF I1i8TR 1- 4 LOADING T 4= 56 B 4= -153 W 4= -117 BOTTOM CHORDS: LL( 25.0) +OL( 7.0) ON TOP CHORD = 32.0 PSF 2x 4 OF 41&BTR 1 - 4 DI. ON BOTTOM CHORD = 10.0 PSF CANT @ 3'- 0.0' CANT @ 13'- 0.0' WEBS: TOTAL LOAD = 42.0 PSF LEFT = 672 RIGHT = 872 2x 4 DF STAND 1. 7 TC LATERAL SUPPORT <= 12'0C. UON. BEARING AREA REQUIRED (SQ. IN) BC LATERAL SUPPORT <= 12'0C. VON. 8R0 @ 3'- 0.0' 1.01 OF / 1.55 HF / 1.48 SPF BRG @ 13'. 0.0' 1.01 OF / 1.55 HF / 1.48 SPF MAX LL DEFL = •0.005' (1/7200) @ 0'. 0.0' L/120 = 0.300' MAX TL DEFL = - 0.008' (L/4499) @ 0 0.0' L /90 = 0.400' MAX LL DEFL = - 0.004' (1/9999) @ 8'- 0.0' L/240 = 0.454' MAX TL DEFL = - 0.007' (L/9099) @ 8'- 0.0' L /180 = 0.806' MAX LL DEFL = - 0.005' (L/7200) @ 16'- 0.0' 1 /120 = 0.300' MAX TL DEFL = - 0.008' (L/4499) @ 16'- 0.0' 1/90 = 0.400' Wind: 110 mph, h =15ft, TCDL=4.2,BCDL =8.0, ASCE 7-02, 8 -00 -00 8 -00 -00 Enclosed, Cat.2, Exp.B, MNFRS, 'f "f 'f interior zone, load duration factor =1.33 12 • C -4x4.3 12 Max Calculated Uplift: Left = -147 Right = -147 5.00 4 0 , XJ5.00 C- 2.5x7.7 C 2.5x7.7 C 2.5x7.7 C- 2.5x7.7 0 0 , o � � 6 J OD , o r21 ter- o fl C- 2.5x3.4 C- 2.5x7.7 C- 2.5x3.4 3 -00 -00 10 -00 -00 3 -00 -00 y 'r 16 -00 -00 Scale: 3/8' ��\" PROFF JOB NAME: QUOTE -DD -MH CONST- HUDSON PLAZA - T -1 c�5 �UINEF V WARNINGS: Gdnural Note., unless oteraae noted: 44 4. + 1. deed WI Gaere Notes and Warnings bean cons6eedon albumen. 1. Design to support toads as shown. Or t muMer and erection wrbaeler should be advised of d dowel Nerve and 2. p� .sautes the lop and bottom b a et FILE NO.: T-1 Warni gs blare esrebrwlaw cowrie l=es. 7 � p o c . and pt 10' o .c respectively unless ced t heir j��//'/�„ 3. 3x4 snpneN a on web Pacing must be OstaYd where shown +. 3 2x Rip g or lateral brad required w shown + + ^a I. Al W s Otani fn resisting chewe such s ry an .eahpera and peaw biasing, acing, 4. O(g1136 k therespot sl O f 11» reaPSdH4 corhhgdur. a t 1 OR '�G I DATE : 10 / 10 / 2006 Mint he &Wes ed end presided by daigna of camper etrueare. 5. ass l n ls nss ere to be used in a n orr•caroswe emnr CoapuTna assumes s responsibility for such Pacing. orders for dry condition' of use � '�� J 3. No load should be applied y component ant after and 6. Design r, L full bowing at a i o a supports shown. Shim or wedge if O RE R 6 ' � Ov DES. BY: BC fa we conyd.lo, and at ne time should any leads grater then design me �ua� n O lends be espied to injr C° 8 . � located on both or ttruss s, and placed so their center ' !' R G• PR' • ar Cpntne has no control over end mussel no responsibility for the ` rigs d joint l SEQ.: 30921 40 lobdeemorA aawan`.Npnr.m and tnstamWen a components. 9. Dec w 1. size f plate In Inc s. /0'to l 01 T. TNs design is furnished subpart to the ardlo hens on buss designs at tae, 143 10.� baslo desiar. of the CompuTrus Pate, indicated by the prefix by TPI lo !alit a 1PYWTCA N Ctst spies of which will be furnished urnihd se Tths see I.1:15.0. Net �t.H.. 4211. indicated gh prefix t EXPIRES 12/31 /07 M CeaprTrw iwoil ee 11. The yter (1 Wm- tea 8 ga Is used: Al Ohara are 2 13 ga. 111111 II1111III "CumpuTrus Inc. This design prepared from computer input by 1111111 VIII VIII VIII VIII VIII VIII IIII IIII Trans ID: 169931 • PACIFIC LUMBER / BC 7.3•0T(1I) -E . LUMBER SPECIFICATIONS TRUSS SPAN 7'- 11.7' IBC 2003 SINGLE MEMBER FORCES 41 LOAD DURATION INCREASE = 1.15 T 1= 41 8 1= •164 W 1= 192 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= -59 B 2= •138 W 2= -443 TOP CHORDS: T 3= -9 W 3= 147 2x 4 OF #18BTR 1- 3 LOADING W 4= -134 BOTTOM CHORDS: LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF 2x 4 DF 01&BTR 1- 2 DL ON BOTTOM CHORD = 10.0 PSF CANT @ 3'- 0.0' WEBS: TOTAL LOAD = 42.0 PSF LEFT = 552 AIOHT = 118 2X 4 DF STAND 1. 4 TC LATERAL SUPPORT <= 12'0C. UON. BEARING AREA REQUIRED (SQ. IN) BC LATERAL SUPPORT <= 12'OC. UON. BRG @ 3'- 0.0' 0.83 DF / 1.28 HF / 1.22 SPF BRG @ 7'- 11.7' 0.19 DF / 0.29 HF / 0.28 SPF 12 MAX LL DEFL = - 0.006' (L/5999) @ 0'- 0.0' L/120 = 0.300' 5.00 MAX TL DEFL = - 0.009' (L/4000) @ 0'- 0.0' L /90 = 0.400' C-2.5x3.4 Wind: 110 mph, h =15ft, TCDLs4.2,BCDL =6.0, ASCE 7-02, Enclosed, Cat.2, Exp.B, MWFRS, I ( interior zone, load duration factor =1.33 01 I Max Calculated Uplift: Left = -164 Right = -59 C- 2.5x7.7 .r r 8 •40e 4 C- 2.5x7.7 o I �© - -) . C 2.5x3.4 C- 2.5x4.3 3 -00 -00 4 -11 -11 1 7 -11 -11 Ep PR Scale: 1/2' , F s�, JOB NAME: QUOTE-DO-NH CONST- HUDSON PLAZA J - \� � GINt . 4 O _ WARNINGS: General Notes, unless otherwise noted: nt �4 �!/ 1. 1. Reed all General Notes and Warnings before construction of trusses. 1. Design to support bads as shown. 2. Budder and erection contractor should be advised of .1 General Noes and 2. Des' assumes the top and bottom chords to be laterally braced at : FILE NO.: J-4 Warnings before aonstrucdon commences. 2'-0' o.c. and at 10' -0' o.c. respectively unless braced throughout their , e...072--. 3. 2x4 compression web bracing must Na Installed where shown +. length by continuous sheathing 4. All lateral force resist elements such as temporary and 3. 2x m act bridging or lateral bracing required where shown + + resisting po rary permanent brecing, 4. Installation of truss is the responsibility of the respective contractor. • OREGON ^ Z 3 DATE: 10/10/2006 nu. to designed and provided by WNW. r of compWt..trucmre_ 5. Design assumes trusses are to be used in a non - corrosive environment, C c5 ...1 CompuTros assumes no responsibility for such bracing. and are for 'dry condition' of use IP , V S. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if RE R 6 • Q DES. BY: BC fasteners are complete, and at no arts should any loads greater than design necessary. 0 ., loads be applied to any component. 7. Design assumes adequate drainage is provided. T C. CompuTrus has no contra own and ..sums no responarolaty for the 8 Plates shall be located on both faces or truss, and placed no their center ) R. `` P. fabdcadon, handlin hl t annd Installedon of corn nts. lines n dcae with joint of p ate in nche. /� / to / O� SEQ.: 3092146 a • preen I+ t• 9 Digits indicate size of plate inches. 7. This deals. b TPI subject to the limitations on mice designs set forth 10. For basic design lues of the CompuTrus Plate, indicated by the prefix 1 EXPIRES 12/31/071 by TPt In NIB -01 1 or or TPW,'TCA In BCSI 143 3 copies of winch wet be furnished 'C", see l.C.BO. R.R. 4211. by CompuTrus upon request. 11. The CompuTrus Net Section Plate is indicated by the prefx'CN' the designator (18) Indicates 18 ga. material is used. All others are 2D ga. _ 111111111 Cum Ling Inc. This design prepared from computer input by 11111101111111111111111111111111111111111 PACIFIC LUMBER / BC Trans I0: 169931 7- 3.0T111 1-F • / LUMBER SPECIFICATIONS TRUSS SPAN 5'• 11.7' IBC 2003 SINGLE MEMBER FORCES 4WR(GDF) LOAD DURATION INCREASE = 1.15 T 1= -78 B 1= -199 W 1= 264 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= -36 B 2= -173 W 2- -465 TOP CHORDS: T 3= -9 8 3= 222 2x 4 OF 118,8TR 1- 3 LOADING W 4= -69 BOTTOM CHORDS: LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF 2x 4 OF 1/11.8TR 1- 2 DL ON BOTTOM CHORD = 10.0 PSF CANT I 3'- 0.0' WEBS: TOTAL LOAD = 42.0 PSF LEFT = 556 RIGHT - -54 2x 4 DF STAND 1- 4 BC LATERAL SUPPORT <= 12'OC. UDR. BEARING AREA REQUIRED (SO. IN) BRG 8 3'- 0.0' 0.83 DF / 1.28 HF / 1.22 SPF BC LATERAL SUPPORT <= t2'OC. WN. BRG I 5'- 11.7' 0.09 OF / 0.13 HF / 0.13 SPF MAX LL DEFL = - 0.007' (L/5142) 9 0'- 0.0' L/120 = 0.300' MAX TL DEFL = - 0.011' (L/3272) P 0'- 0.0' L /90 - 0.400' 12 Wind: 110 aph, h =15ft, TCDL- 4.2,BCDL =6.0, ASCE 7-02, 5.00 V Enclosed, Cat.2, Exp.B, MRFRS, interior zone, load duration factor =1.33 C-2.5x3.4 Max Calculated Uplift: Left - -199 Right • -58 C- 2.5x7,7 de Ve v + o i M � O NI NE soma mat I NI C- 2.5x7.7 C- 2.5x3.4 C- 2.5x4.3 ANCHOR TO RESIST uWLIFT SHOW. �- y - y 3 -00 -00 2 -11 -11 5 -11 -11 op PR JOB : QUOTE -DD -MH CONST-HUDSON PLAZA - J-3 co .1 WARNINGS: General Notes, unless otherwise noted. kf 4 4 'Q 1. Read all General Nobs and Warnings before conalructlon of trusses. 1. Design to support loads as shown. Cr 2. Budder and erection contractor should be advised of alt General Nobs and 2. Design assumes the top and bottom chords to be laterally traced at ' : _ FILE NO.: J-3 Warnings before construction commences. - 0" o.c and at 10' -0' o.c. respectively unless braced throughout their j '( //0 ' /7_ -- 3. 204 compression web bracing must he installed where shown +. !sign by continuous sheathing. 3. 2x Impact bridging or lateral bracing required where shown * * 4. All lateral force resisting alenenta such as temporary and permanent bracing, 4 Installation of truss is the responsibility of the respective contractor. • OREGON t DATE: 10/10/2006 must be designed and provided by designer of complete structure. 5. Design assumes trusses are to be used in a non - corrosive environment, ( ,�Of ... CompuTrus assumes no responsibility for such bracing. and are for 'dry condition" of use V 5. No load should be applied to any component until after ail bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if r 0 RE R 6" O DES. BY: BC fasbnsn are complete, and at no time should any loads Creagan than des lire necessary. O� ��. loads he applied to any component. 7 Design assumes adequate drainage is provided. G. con puT,o. has no cannot own and assumes no responsibility for the B Plates shall be located on both laces of truss, and placed so their center R `` Q. lines coincide with Joint center lines. SEQ .: 3092145 fabrication, handling, shipment and installation of component.. 9. Digits Indicate size of plate in inches. /0//0/0$ 7. The design I. furnished subject to the limitations on trust designs set forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix I EXPIRES 12/31E11 rn by TPI In HIB-91 or TPYWTCA in SCSI 1 -03 cope be s of which will fub t7 hed C', see I.0 B.. R.R. 4211. by CopuTrus upon request. 11. The CompuTrus Net Section Plate is indicated by the prefix 'CM" the designator (18) indicates 18 ga. material is used All others are 2b ga. 1111111 1111111 / Inc. This design prepared from computer input by 111111111111111111111111111111111111111 • • PACIFIC LUMBER / BC Trans ID: 169931 + ?.3.0T(1L) -Z LUMBER SPECIFICATIONS TRUSS SPAN 3'- 11.7' IBC 2003 SINGLE MEMBER FORCES 4WR(GDF) LOAD DURATION INCREASE = 1.15 T 1= 50 B 1= -128 W 1= 137 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= 299 W 2= -157 TOP CHORDS: T 3= 224 W 3= -196 2x 4 DF N2 1. 3 LOADING BOTTOM CHORDS: LL( 25.0) +DL( 7.D) ON TOP CHORC = 32.0 PSF LEFT = 0 RIGHT = 334 2x 4 DF N2 1 DL ON BOTTOM CHORD = 10.0 PSF WEBS: TOTAL LOAD = 42.0 PSF BEARING AREA REQUIRED SO. IN) 2x 4 DF STAND 1- 3 TC CONC LL +DL= 243.0 LBS @ 3'- 11.7' H BRG @ 0'- 0.0' 0.00 DF / 0.00 HF / 0.00 SPF ' TC LATERAL SUPPORT <= 12'OC. UON. -BC CONC LL *DL' -243.0 LBS @ 3'• 11.7' H ORG @ 3'- 11.7' 0.53 DF / 0.82 HF / 0.79 SPF BC LATERAL SUPPORT <= 12'0C, UON. MAX LL DEFL = - 0.001' (L/9999) @ 1'- 11.2' L/240 = 0.153' MAX TL DEFL = 0.000' (L/9999) @ 3'- 6.2' L /180 = 0.204' Wind: 110 mph, h =15ft, TCDL =4.2,BCDL =6,0, ASCE 7.02, Enclosed, Cat.2, Exp.B, MWFRS, interior zone, load duration factor =1.33 Max Calculated Uplift: Left = -64 Right = 0 12 COMPONENT DESIGN FOR VERTICAL GRAVITY LOADS ONLY. 5.00 - COMPUTRUS ASSUMES NO RESPONSIBILITY FOR; LATERAL DESIGN, CONNECTING OF COMPONENTS TO FORM THE C - 1 •5x2.6 STRUCTURAL SYSTEM, ATTACHMENT OF THE SYSTEM TO THE _I SUPPORT STRUCTURE FOR ALL IMPOSED VERTICAL AND 7,1 243t HORIZONTAL LOADS, AND DESIGN OF THE SUPPORTING C-2.5x4.3 w STUCTURE, ALL OF MMICH ARE THE RESPONSIBILITY OF THE qp ENGINEER OF RECORD. g O N = O WIER la•-F 2431 i C- 2.5x7.7 C- 2.5x4.3 334# 3 -11 -11 Scale: 1/2' t �R EO PR OFF s JOB NAME: QUOTE -DO -MN CONST- HUDSON PLAZA - J - (7\ ��j1 F SAD WARNINGS: General Notes, unless otherwise noted: 4/ 4/ 'p 'p 1. Ro as . General Not. and W.rninas before conatnrctlon of truss. 1. Design to support loads as shown. r Y 2. Builds and erection conar.etor should be advised of all General Notes and 2. Design assumes the top and bottrxn chords to be laterally braced at ; '. - FILE NO.: J-2 warnings before construction commences. 2' -0 o.c. and at 10' -0 o.c. respectively unless braced throughout their / I //) _ 3. 7o4 compression web bracing met be Installed where shown.. th by continuous sheathing. L N'� s� 4. All lateral for. resisting el.nenta auon as temporary and permanent br 3. 2x mpad bridging or lateral bracing required where shown t 111 , DATE: 10/10/2006 must be designed and provided by designer of complete structure. 4. Ins Whel on o Pmss is the re sibllity of the respective contractor. OREGON assumes no responsibility 5 Design assumes trusses are o be used in a non-corrosive environment, J CompoTne city for such bracing. and are for 'dry condition' of use d �� '� V s. No lad should be applied to any component until .star all bracing and 6. Design assumes full bearing at all supports shown. Sham or wedge it ,&E R 6 • Q DES. BY: BC hobn.n am complete, and at no line should any load. greater than design necessary. Q loads be applied to any component. 7. Des ign assumes adequate drainage is provided. J''� � ` - a Comvurrea has no control over and aseunws no responsibility form. 8 Plates shall be located on both faces of truss, and placed so their canter R. C P` SEQ.: 3092144 fines wincing with joint center lines. /Q /0 rO6 9 Digits indicate size plate in inches. I 7. Tre design ddesign k rrkha n furd subject limitations m tot limitations e lons on truss designs set forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix t EXPIRES 12/31/071 by TPI In H11341 a it TPYWfCA In Bcal 1 -03 copies of tunnelled wNCh Will 1. tunnelled C', see I.C.B.u.. R.R. 4211. pr by caayul lab upon •Qu..0 11 designator C esignator (18) )indica� 18 ga mat i indicated oth er are 221) the 11111101 111111 ACompuTrus Inc. This design prepared from computer input by 11111111111111111111111111111111101111 . PACIFIC LUMBER / BC Trans ID: 169931 +7.3.0T(1I) -Z LUMBER SPECIFICATIONS TRUSS SPAN 1'• 11.7' IBC 2003 SINGLE MEMBER FORCES 4WR(GDF) LOAD DURATION INCREASE = 1.15 T 1= 100 B 1= -4 W 1= 17 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= 60 W 2= -79 TOP CHORDS: 2x 4 DF #2 1- 2 LOADING W 3= -105 BOTTOM CHORDS: LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF 2x 4 DF 82 1 DL ON BOTTOM CHORD = 10.0 PSF LEFT = 0 RIGHT = 166 WEBS: TOTAL LOAD = 42.0 PSF 2x 4 DF STAND 2. 3 BEARING AREA REQUIRED (SO. IN) 2x 6 DF N2 1 -TC CONC LL +DL= 66.0 LBS @ 1'- 11.7' H BRG @ 0'- 0.0' 0.00 OF / 0.00 HF / 0.00 SPY -BC CONC LL +DL= -66.0 LBS @ 1'- 11,7' H BRG @ 1'- 11.7' 0.28 OF / 0.41 HF / 0.39 SPF TC LATERAL SUPPORT <u 12'0C. UON. BC LATERAL SUPPORT <= 12"OC. UON. Wind: 110 mph, hal5ft, TCDL.4.2,BCDL -6.0, ASCE 7.02, Enclosed, Cat.2, Exp.B, MWFRS, interior zone, load duration factor =1.33 Max Calculated Uplift: Left = -46 Right = 0 COMPONENT DESIGN FOR VERTICAL GRAVITY LOADS ONLY. COMPUTRUS ASSUMES NO RESPONSIBILITY FOR; LATERAL DESIGN, CONNECTING OF COMPONENTS TO FORM THE STRUCTURAL SYSTEM, ATTACHMENT OF THE SYSTEM TO THE SUPPORT STRUCTURE FOR ALL IMPOSED VERTICAL AND 12 HORIZONTAL LOADS, AND DESIGN OF THE SUPPORTING 5.00 ✓ STUCTURE, ALL OF WHICH ARE THE RESPONSIBILITY OF THE ENGINEER OF RECORD. C- 1.5x2.6 sal -1- C -2.5x6 ler 8'- ii -a 1�sa C- 1.5x2.6 C- 2.5x4.3 166W f- / - 1 -11 -11 JOB NAME Scale: 12 QUOTE -DD -MH CONST•MUOSON PLAZA J-1 _ :. - D PROFE 2 C7 �O,IN ' F t WARNINGS: General Notes, unless otherwise noted: 4 4/ 'p 1. Reed all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. Ct t 2. Bulkier and erection contractor should be advised of as General Notes and 2. Demon assumes the top and bottom chords to be laterally braced et 1 . FILE NO.: J-1 Warnings before constructon commences. 2' - 0' O.C. and et 10' - 0" o.c. respectively unless braced throughout their p 3. hl compression web bracing must be installed where Shown .. length by continuous sheathing. G 1. AA lateral force resisting elements such as temporary and permanent bracing, 3. 2x Impact bridging or lateral bracing required where shown + + • OREGON DATE: 10/10/2006 must be designed and provided by designer of complete Shudur.. 4. Installation of truss is there responsibility of the respective contractor. OREGON mp 5. Design assumes trusses are to be used in a noncorrosive environment, 0 0 J CnnpuT toad s muffles no responsibility for such bracing. and are for'dry condition' of use � '� ru au 5. No ad should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if RE R 6' 0 DES. BY: BC fasteners aad, be re c complete, and at CO time Should any toads greeter than design necessary. Q loads applied to any omponent 7. Design assumes adequate drainage is provided. 1' 6. C be w Ms no co c ol over and spumes no res ponslbllNy for ttr 8 Plates shall be located on both faces of truss, and placed so their center f R. ` li P lines COIn collie' f ahe. SEQ 3092143 fabrication, handlIng, •fdpnunt and installation of components. 9 Fa r b sic ca size of platte e inr incches. /0//0/04 7. Tnh deig b sn fumMd dr ia subJect to . limitation. limitation. truss M sift on aigna t foforth 10. For bask desl'esi p gn values of the CompuTrus Plate, indicated by the prefix by TPI in H6 - tit or TPVWTCA in SCSI 1413 copies of which will be furnished C ", see I.C.B.U. R.R. 4211. ` EXPIRES 12/31/071 by CompuTrus upon request. 11. The CompuTrus Net Section Plate is indicated by the prefix'CN' the designator (18) indicates 18 ga. material is used. All others are 2b ga. i I III IIIm �Com uTrus in s. This design prepared from computer input by I I I 111111111111111111111111 - . PACIFIC LUMBER / 6C Trans I9: 169931 7.3.0T1111 -E i LUMBER SPECIFICATIONS 18.00.00 TERMINAL HIP SETBACK 5 -00 -00 FROM END WALL IBC 2003 SINGLE MEMBER FORCES 4WA(GOF) LOAD DURATION INCREASE = 1.15 + 1 1= 155 B 1= -188 8 1= 85 8 5• 789 SIZE SPECIE GRADE PANELS) 1 2= -727 B 2= -113 8 2= -929 8 8= -929 TOP CHORDS: LOADING T 3= -727 B 3= -113 N 3= 789 W 7= 85 2x 4 DF 1/1OBTR 1- 4 TC UNIF LL( 50.0) +D1( 14.0)- 84.0 PLF 0'- 0.0' TO 18'- 0.0' V 1 4= 155 8 4• -186 8 4= -414 BOTTOM CHORDS: BC UNIF LL( 0.0) +D1( 35.0)= 35.0 PLF 0'- 0.0' TO 18'- 0.0' V 2x 8 DF #2 1- 4 CANT @ 3'• 0.0' CANT 9 13'- 0.0' TC CONK LL( 533.3)+DL( 149.3)= 682.7 LBS @ 8'- 0.0' LEFT = 1133 RIGHT = 1133 2x 4 DF STAND 1- 3, 5- 7 2x 8 OF #2 4 I BEARING AREA REQUIRED (SO. IN) TC LATERAL SUPPORT Cr 12'0C. UON. BAG 9 3'- 0.0' 1.70 DF / 2.82 HF / 2.50 SPF BC LATERAL SUPPORT C. 12'0C. LION. BRG 9 13'• 0.0' 1.70 DF / 2.82 HF / 2.50 SPF MAX IL DEFL = - 0.005' (1/7200) @ 0'- 0.0' L/120 = 0.300' MAX TL DEFL = - 0.008' (1/4499) @ 0'• 0.0' L /90 • 0.400' MAX LL DEFL - - 0.012' (1/9083) P 8'- 0.0' L/240 • 0.454' MAX TL DEFL • - 0.018' (1/6055) @ 8'- 0.0' L1180 - 0.808' MAX LL DEFL = - 0.005' (1 /7200) P 16'- 0.0' L /120 = 0.300' MAX TL DEFL = - 0.008' (1/4499) 8 16'- 0.0' 1190 • 0.400' 8 -00 -00 8 -00 -00 Wind: 110 mph, h•15ft, TCDL.4.2,BCDL=8.0, ASCE 7-02, '( '( - -,( Enclosed, Cat.2, Exp.B, MRS, interior zone, load duration factor =1.33 12 5.00 � C -4x4.3 X5.00 Max Calculated uplift: Left • -201 Right - -201 4� 0' 1 1 1 1.3' C -3x7.7 I C -3x7.7 4 C -4x4.3 C -4x4.3 a M -------- D MOM r - 2 --------.-------- ■ ' Li o x -' o C- 2.5x3.4 C -3x9.4 C- 2.5x3.4 J. J ), J- 3-00-00 10 -00 -00 3 -00 -00 l l 16 -00 -00 �p PROF Scale: 318 , R JOB NAME: QUOTE-DO-8H CONST -MASON PLAZA 6-1 4 s,o PR N kGIN WARNINGS: Md M General G Notes see Warnings blew emraura m 1. ee of rs s. - to supportlo 1ou orin noted: tarW D at ' ' 2. auaY d r woollen em n embosser Mould be wedged el as Gsmo New and 2. assumes 0'- and bottom 4hords to be r eb b FILE NO.: G-1 Wroh Were e seasbued M an aeiwonee. . o C. D' _ o.c h Y unless braced their % . ' / ��. 1 the swPeeden web brume Mud M hreseaed when Amor +. 3 p► requited Where shown • + 6 N 4. Al Nlerol law resisting elsw sou enamor, aenamor, snd pernanw& bombs 4. d Y b of the r� �or. a OREGON 1! DATE: 10/10/2006 mot be eseyned and peNN& by Nstyner etc oaylew seu.as . 5. Design assumes Misses are be used m a � rmant. C~ 0 J emplanes emplanes aas aroma no reeperaanmiy for reb rd 50r dly Design 5. Ms load shard be spoiled b any sarpeawd twat art bracinbracing sad 6. Dei tuP be tlkp et ell him supports shown. S or wedge N r 0 19E R 6. ` DES. BY: BC laaww ww�nplw .w any bads ewrer wndrgo � pnIp s n � .�1y.1�Iw le f° O), Q Wait M yelled bo arty Mewrn«r. t elms be H Y>I7NMK�� o i o�ind placed so their center T R. C Pg a CannpuTnis ale se control over o d asrreas as re. ssstwy tor w ` s coindde joint center ins. SEQ.: 3092142 fealmdn le banana ahlpwe snit «np iralellseen sr aw,.rts. 9. Dieb in s of plate in Inches. lot /0 I06 Is aan 7. nee Neap lehed SWaot to are abmlee ats on byre &Myna ear forth 10. [ - C gr pa see I.C.B. R.R. R design 20 � a CompuTnu Plate. Included by the prelbt by 11.1 in in Tlww r meet et 1.52 maples awl** ell be fumlehed �yb plat p� p LF (PIKES 1 2/31AO,J by CoayrrTrus open rsq.Mt 11. Thade ompu (18) li s 18 Section nWMal k used A others a 2b ga. 1 1II1IIIII1II CompuTrus Inc. This design prepared from computer input by IIIIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIII a PACIFIC LUMBER / BC Trans ID: 169931 7.3.0T(1L1 -E LIMBER SPECIFICATIONS 11 -03.12 CORNER GIRDER BC SETBACK 5-00-00 FROM END WALL IBC 2003 SINGLE MEMBER FORCES 411e(GDF) SIZE SPECIE GRADE PANEL(S) LOAD DURATION INCREASE = 1.15 + T 2= 45 B 2= 64 w 2= •176 TOP CHORDS: LOADING T 3= -6 w 3= •83 2x 4 DF N18BTR 1- 3 TC UNIF LL( 50,0) +DL( 14.0)= 64.0 PLF 0'- 0.0' TO 11'- 3.8' I 4 4= -169 BOTTOM CHORDS: BC UNIF LL( 38.4) +DL( 46.1)= 84.5 PLF 0'- 0.0' TO 11'- 3.8' I 2x 8 DF 102 1- 2 WEBS: CANT @ 4'- 2.9' 2x 4 DF STAND 1. 4 LEFT = 448 RIGHT = 410 TC LATERAL SUPPORT <= 12'00. UON. BEARING AREA REWIRED (SO. IN) BC LATERAL SUPPORT <= 12'OC. UON. BRG @ 4'. 2.9' 0.87 DF / 1.03 HF / 0.96 SPF BRG @ 11'- 3.8' 0.66 DF I 1.01 HF I 0.96 SPF MAX LL DEFL = 0.004' (L/9999) @ 0'- 0.0' L1120 = 0.424' MAX TL OEFL = 0.004' (L/9999) @ 0'. 0.0' L /90 = 0.566' Wind: 110 mph, h =15ft, TCOL= 4.2,BCDL =6.0, ASCE 7 -02, Enclosed, Cat.2, Exp.B, MWFRS, interior zone, load duration factor =1.33 12 Max Calculated Uplift: Left = -538 Right = -141 3.53- C- 2.5x3.4 a C- 2.5x7.7 u-, C- 2.5x3.4 $ C -4x4.3 C- 2.5x3.4 C- 2.5x4.3 I - --,1, 4 - 02 - 15 7 -00 -13 11 -03 -12 st0 PROF Scale: 3/8' '<' F JOB NAME: QUOTE -DD -8H CONST- HUDSON PLAZA - CG �� aG1NF O W O WARNINGS: General support unbar m�ImIMM haled: kI CO 'r 1. 1. Read all w geerah No and Warnings afore construction of trus=s. 1. Design n to to su hinds own. Cr 2. and on contractor should a advised of General all Notes and 2. Design assumes es hm - 0 a M bottom chords e laterally their braced ; FILE NO.: CO war Warni lin p. before constructioconstruction n id oommencea. 2 -0" o.c. and et 100' end show. . rOspectively unless braced throughout the r i 7. 7x4 compression web bracing must b betel lid where drown . length by co dging o sheat G a. M lateral force reaistl elements autos and 3. 2x alpact bogging or lateral bra required where shown • • rig temporary p ermanent bracing' 4 . Insta of truss is the responsibility of the respective contractor. . OREGON .? DATE: 10/10/2006 must be designed and provided by designer of sampl is structure. 5. Design assumes trusses are to be used in a non - corrosive environment, C" CS bawling. CowpuTru. assumes no responsibility for such are for dry condition' Of use. Tr-% T O ", V s. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at a8 supports shown. Shim or wedge it RE R 6 O DES . BY : BC fasteners are complete, and at no one chould any loads greater than design necessary. loads to applied to any component. 7 pes aasssg adeqGu drainage is provided. �' 6. CompuTrus ha. no control over and esumea no responsibility for the 8 . Plates r hea be located on b oth faces of truss, and placed so their center T R. CPS SEQ.: 309214 7 9 Digits Indd icc e size of pla tte e ier fabrication, handling, shipment and Installation of components. lines co with joint center Ines. p inches. /0// /O I / 7. This design is furnished t to M t Ihrdt n tru= oe dsaigre sot forth 10. For basic desrgn vaIye2 of the CompuTrus Plate, indicated by the prefix by TPI in HIB or TPUWTCA TCA I In BCSI 1 copies apt.. I of which will be famished C', see .C.B.D. R.R. 4211. 1 EXPIRES 1 2/3110 7 1 by CompuTrus upon requeec 11. The CompuTrus Net Section Plate is indicated the CM the designator (18) indicates ga. material is used. All others are 28 ga