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Plans[Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] 1 9 70 S W 10 9 ° Av Bu P i667 - COO 7 PacifiALunilier" J � CUSTOMER HORIZON REST. CONTACT KEVIN NELSON & TRUSS U S S c o M p a $ Z[ PHONE 503 - 793 -5716 t lJ FAX 5895 SW JEAN RD. LAKE OSWEGO, OIL a Vi • , E -MAIL KENINN @HORIZONRESTORATION.COM OFFICE: (503) 858 -WOOD (9663) / FAX:(503)4 4 2 7 119, ) ACCOUNT# ENG PROJECT BLDG - TASK ID # 6731 QUOTE ADDRESS 14924 SW 109TH AVE QUOTE DATE LOAD T1L CITY TIGARD QUOTE VOID T.C. STATE OR DELIVERY SALES PERSON DANA GEISTER 503- 969 -3413 TRUSS ID QTY SPAN PITCH LEFT RIGHT DESCRIPTION • A 2 52 -0 -0 5 24" 24" GABLE STUB RIGHT 11 -9 -0 B 6 52 -0 -0 5 24" 24" COMMON STUB RIGHT 11 -9 -0 C 7 52 -0 -0 5 24" 24" VAULT STUB RIGHT 11 -9 -0 VAULT 23 -3 -8 FROM RIGHT D 4 52 -0 -0 5 24" 24" GABLE STUB LEFT 8 -2 -0 CANT 3 -7 -0 E 12 52 -0 -0 5 24" 24" COMMON STUB LEFT 8 -2 -0 CANT 3 -7 -0 F 14 52 - - 5 24" 24" VAULT STUB LEFT 8 - 2 - 0 CANT 3 - 7 - 0 VAULT 23 - 3 - 0 FROM RIGHT G H J K L M N O 2X4WALLS P Q R S T U V W X Y Z TERMS AND CONDITIONS OF SALE: ACCESSORIES PACIFIC LUMBER & TRUSS COMPANY (PLTC) IS A MATERIAL SUPPLIER, TIES 112 NOT A SUBCONTRACTOR. THIS LIST IS NOT GUARANTEED TO COMPLETE YOUR JOB. PURCHASER MUST VERIFY QUANTITIES, VENT BLOCKS 38 SPECIFICATIONS, AND DIMENTIONS. (PLTC) GUARANTEES MATERIAL SOLID BLOCKS 74 AND WORKMANSHIP. IF A FACTORY ERROR OCCURS, (PLTC) MUST GIVE THE OPPORTUNITY TO MAKE THE REPAIR. NO BACKCHARGES ALLOWE4 WITHOUT PRIOR APPROVAL. (PLTCI DOES NOT GUARANTEE ROOF TOP DELIVERY. THE DRIVERS JUDGEMENT REGARDING ACCESS, SAFETY AND BOOM REACH ARE FINAL. CONTRACTOR MUST DIRECT DRIVER AND ASSUME LIABILITY FOR ANY PROPERTY DAMAGE TO SITE OR TRUCK. CONTRACTOR OR FRAMER, AIDS DRIVER IN LOADING AND DELIVERY LANDING TRUSSES. CONTRACTOR AGREES TO PAY FOR TOW TRUCK IF NEEDED. IF ADDITONAL CRANE TIME IS REQUIRED IT IS SUBJECT TO SUBTOTAL AVAILABILITY IN OUR DELIVERY SCHEDULE AT $100.00 PER HOUR. TAX TOTAL $7,396.00 YOUR ORDER IS SUBJECT TO A PRICE CHANGE IF NOT DELIVERED WITHIN 30 DAYS OF THE DATE ESTIMATED. CUSTOMER SIGNATURE z t 28-00 1' -1 -' 7 / ° o / i \ / I \ / I I I I � / I I \ \ / I I I o \ i \ / I m — — o / I I I N O I I I \ O o 1 II \ .{ \ I ff f Il l 1 © 0 / _ J I'-- , i I II . —/ o o o N CO Scale: 0.1191' Date: 01 -31 - 2007 HORIZON REST. BLDG -8 TT6731 5/12 PITCH 24' OVERHANG Copyright (0 CompuTrus Inc. IIIIIIIIIIIIII) CompuTrus Inc. This desi prepared from computer input by 1111111111111110011111101111M111 PACIFIC LUMBER / BC 7r3n0T(D1L1 -E5397 < • LUMBER SPECIFICATIONS TRUSS SPAN 40'- 3.0' IBC 2003 SINGLE MEMBER FORCES 4WR(GDF) LOAD DURATION INCREASE = 1.15 T 1= 0 8 1= 3156 W 1= -323 W 8= -697 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= -3532 B 2= 2628 W 2= 557 W 9= 1537 TOP CHORDS: T 3= -3288 B 3= 1959 W 3= -700 W10= -1611 2x 4 DF 111&BTR 1- 7 LOADING T 4= -2471 8 4= 1328 W 4= 764 BOTTOM CHORDS: LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF T 5= -1605 B 5= 28 W 5= -1017 2x 4 DF M16BTR 1- 5 DL ON BOTTOM CHORD = 10.0 PSF T 6= -1619 W 6= 898 WEBS: TOTAL LOAD = 42.0 PSF T 7= -1494 W 7= 120 2x 4 DF STAND 1-10 TC LATERAL SUPPORT <= 12'0C. UON. LEFT = 1704 RIGHT = 1677 BC LATERAL SUPPORT <= 12'OC. UON. BEARING AREA REQUIRED (SQ. IN) OVERHANGS: 24.0' 0.0' BRG @ 0'- 0.0' 2.73 DF / 4.21 HF / 4.01 SPF Reactions: 1837 1672 BRG @ 40'- 3.0' 2.68 DF / 4.14 HF / 3.95 SPF Wind: 110 mph, h =15ft, TC0L= 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 = -284 Right = -230 26 -00 -00 14 -03 -00 12 C -4x4.3 12 5.00 " 5.00 4.f0 � PROF C -5x5.1 (S) C 2.5x6 C 2.5x4.3 � ��GINF �O 0.25" po i e �/it�/L^ C 2.5x3.4 �,� OREGON „° CD �� CP / C -5x6 C- 2.5x4.3 0.25" C -3x7.7 0.25" C- 2.5x3.4 EXPIRES 1 ! C- 5x6(S) C- 5.5x6(S) C R• A pp 2 -00 00 40-03-00 y 0 `� � of wAsi _ Scale: 1/8' Q d JOB NAME: 6731 - HORIZON REST - B -STUB G fp AO C Ott -� WARNINGS: General Notes, unless otherwise noted: h 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 4z 0 l I. 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 FILE NO.: B - STUB Warnings before construction commences. 2'-0 o.c. and at 10'-0" o.c. respectively unless braced throughout their *0 3. 2x4 compression web bracing must be installed where shown +. length by continuous sheathing. 4. All lateral force resisting elements such as temporary and permanent bracin , 3. 2x fmpa bridging or lateral bracing required where shown + + n `_ m ust be designed and provided by designer of complete structure. g 5 Design of assumes trusses is the responsibility se i the on- coCtNB contractor. environment, • 17 �JJ 3 1+ DATE: 1/31/2007 5. Design assumes trusses are used in a non -corrosive CompuTrus assumes no responsibility for such bracing. and are for "dry condition" of use. 5. 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 DES. BY: MJ fasteners are complete, and at no time should any loads greater than design necessary. .1'' ' Plates loads be applied to any component. 7. Design assumes adequate drainage is provided. 1 ) C. CompuTrus has no control over and assumes no responsibility for the 8 . Plates shall be located on both faces of truss, and placed so their center / �3 / 0 lines coincide with joint center lines. SEQ .: 3250803 fabrication, handling, shipment and installation of components. 9. Digits indicate size of plate in inches. 7. This design is furnished subject to the limitations on truss designs set forth 10. IMr For basic design values of the CompuTrus Plate, indicated by the prefix EXPIRES 6130/07 ` by WI in HIB -91 or TPTCA in BCSI 1-03 copies of which will be furnished C ", see I.C.B.D. R.R. 4211. 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. 1IIill 11 111 1111 CompuTrus Inc. 1 111111 11111 11111 111111111111111 11111 1111 1111 e Trans ID: 1$5397 7.3.0T(11 1 -Z LUMBER SPECIFICATIONS TRUSS SPAN 40'- 3.0' LOAD DURATION INCREASE = 1.15 Wind: 110 mph, h =15ft, TCDL= 4.2,BCDL =6.0, ASCE 7 -02, SIZE SPECIE GRADE SPACED 24.0' O.C. TOP CHORDS: Enclosed, Cat.2, Exp.B, MWFRS, 2x 4 DF k1 &BTR LOADING interior zone, load duration factor =1.33 BOTTOM CHORDS: LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF 2x 4 DF 7f1 &BTR DL ON BOTTOM CHORD = 10.0 PSF WEBS: TOTAL LOAD = 42.0 PSF 2x 4 OF STAND TC LATERAL SUPPORT <= 12'OC. UON. BC LATERAL SUPPORT <= 12'OC. UON. GABLE END TRUSS ON CONTINUOUS BEARING WALL. C -1x2.6 OR EQUAL AT GABLE STUDS. REFER TO COMPUTRUS STANDARD GABLE END DETAIL FOR COMPLETE SPECIFICATIONS. 26 -00 -00 14 -03 -00 12 C -4x4.3 12 5.00 4 5.00 1Pr Rip P C-2.5x6+(S) � � ��: � �Fp C- 2.5x6+ + J • OREGON ^� c �� -J + cm 4 � O ' PER 6 V r T A R. GP `n //31/C I o C -5x6 C- 2.5x6+ 0.25" ( EXPIRES 12/31/071 C- 2.5x6 +(S) C - 5,5x6(5) Continuous bearing l e C 2 -00 00 40 -03 -00 y "� o �wtisli j �' 4 Scale: 1/8" JOB NAME: 6731 - HORIZON REST - A -STUB GABLE . C.,1 � I 4 '. C �' p "t" WARNINGS: General Notes, unless otherwise noted_ 4' ► • ; x �` 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. ' 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 , 1 , 1, FILE NO.: A - STUB GABLE Warnings before construction commences. 2' - 0" o.c. and at 10' - 0" o.c. respectively unless braced throughout their , 3. 2x4 compression web bracing must be installed where shown +. length by continuous sheathing 4 4. All lateral force resisting elements such as temporary and permanent bracing, 3 . 2x impact bridging or lateral bracing required where shown + + , A. DATE' 1/31/2007 must be designed and provided by designer of complete structure. 4 Design a s of assumes trusses is the responsibility are teue of the non-corrosive e environ ment, 177 $ r gne provi r g P 5. Desien assumes trusses are to be used in a non- corrosive environ p CompuTrus assumes no responsibility for such bracing. and are for "dry condition" of use. .. T 5. No load should be applied to any component until after all bracing and 6. Design assumes full beating at all supports shown Shim or wedge if DES. BY: MJ fasteners are complete, and at no time should any loads greater than design necessary. loads be applied to any component. 7 Design assumes adequate drainage is provided. / / • IONA/. 6. CompuTrus has no control over and assumes no responsibility 8. Plates shall be located on both faces of truss and placed so their center I / ) . , ponsibility for the SEQ .: 3250804 fabncah in on, handling, shipment and installation lines coincide with point center lines . ation of components. 9. Digits indicate size of plate in inches 7. This design is furnished subject to the limitations on truss designs set forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix by TPI in HIB -91 or TPI WI in BCSI 1 -03 copies of which will be furnished "C", see I.C.B.O. R.R. 4211. ! EXPIRES 6/30/07 by CompuTrus upon request. 11. The CompuTrus Net Section Plate is indicated by the prefix "CN" the I. designator (18) indicates 18 ga. material is used. All others are 2b ga. 1IHO111111111 CurnpuTrus Inc. This design prepared from computer input by 1111111IIIIIIIIIIIIIIIIIII111111 , 11111101 III PACIFIC LUMBER / BC TranOTID: 18'5397- • LUMBER SPECIFICATIONS TRUSS SPAN 40'- 3.0' IBC 2003 SINGLE MEMBER FORCES 4WR(GDF) LOAD DURATION INCREASE = 1.15 T 1= 10 1= 69 W 1= -1623 W10= -2223 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= •1719 2= 1580 W 2= 1655 W11= -604 TOP CHORDS: T 3= -2039 3= 2871 W 3= -881 W12= 141 2x 4 DF k13BTR 1- 9 LOADING T 4= -2009 4= 0 W 4= 325 BOTTOM CHORDS: LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF T 5= -5451 5= 3183 W 5= 1231 2x 4 DF N16BTR 1- 7 DL ON BOTTOM CHORD = 10.0 PSF T 6= -5466 6= 3187 W 6= -1809 WEBS: TOTAL LOAD = 42.0 PSF T 7= -2944 7= 3770 W 7= 3294 2x 4 DF STAND 2- 6, 8 -12 T 8= -3565 W 8= -203 2x 4 DF M1d&BTR 7 T 9= 0 W 9= 2455 2x 6 DF #2 1 TC LATERAL SUPPORT <= 12'OC. UON. LEFT = 1674 RIGHT = 1700 BC LATERAL SUPPORT <= 12'0C. UON. BEARING AREA REQUIRED (SQ. IN) OVERHANGS: 24.0' 24.0" BRG @ 0'- 0.0' 2.68 DF / 4.13 HF / 3.94 SPF Reactions: 1812 1828 BRG @ 40'- 3.0' 2.72 DF / 4.20 HF / 4.00 SPF C -1x2.6 or equal at non - structural Wind: 110 mph, h =15ft, TCDL= 4.2,BCDL =6.0, ASCE 7-02, vertical members (uon). Enclosed, Cat.2, Exp.B, MWFRS, interior zone, load duration factor =1.33 14 -03 -00 26-00-00 Max Calculated Uplift: Left = -289 Right = -282 12 C -4x6 12 5.001-- 4,0■ 5 "00 ! C- 2.5x4.3 C- 5.5x7.7 3'0 \_ C- 2.5x3.4 C- 5.5x9.4(S) C -4x9.4 +r �, 0.25' 4 111111 . , 'w A �� pROFF si C + \ I. C- 2.5x4.3 ` �� G IN S O ■ � �� � � EF L 0 1 _� C- 7x14.5 / 5.5x6 0.25' ,../ � t!f,!'/t^ C -5x5.1 C- 5.5x9.4(S) `ie• '.%,........ 2 4, OREGON As? C 2.5x6 11 .73 N C -7x9.4 C- 2.5x3.4 % D � T p� ER 6. °°j e � °2.00 12 �13�lD�7-R. CP¢Q- 12 * , * * * * !EXPIRES 12/31/071 2-00- 00 23 -03 -00 ,,3 -10 -08 13 -01 -08 2 ; 00 -00 y 23-03-00 17-00-00 1 (c 'Za C 40 -03 -00 O `. OF WAS tt `?' Scale: 1/8' r 47 k, JOB NAME: 6731 - HORIZON REST - C -STUB VAULT v e WARNINGS: General Notes, unless otherwise noted: h 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Dest$n assumes the top and bottom chords to be laterally braced at + r FILE NO.: C - STUB VAULT Warnings before construction commences. 2'-0' o.c. and at 10'-0' o.c. respectively unless braced throughout their *0 3. 2x4 compression web bracing must be installed where shown +, length by continuous sheathing. . r - !. All lateral force resisting elements such as temporary and permanent brac 3. 2x Impact b or lateral braang required where shown + + 4. Instigation of truss is the responsibility the respective contractor 17� DATE: 1/31/2007 must provided by designer complete structure. 5. Design assumes " trusses are be used i n a non -corrosive ve a environment, , _ 7 y$ CS 1<� CompuTrus assumes no o responsibility for such for succ and bracing. and err e for r "dry condition" of use. � , 5. 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 DES. BY: MJ fasteners are complete, and at no time should any loads greater than design necessary. 4‘ ON A.. s loads be applied to any component 7. Design assumes adequate drainage is provided. 6. Plates shall be located on both faces of truss, and placed so their center 13j JO ���/�� 6. C ad, be applied has no control over and assumes no responsibility for the SEQ.: 3250805 fabrication, coincide with joint center lines. tion, handling, shipment and installation of components. 9. Digits indicate sae of plate in inches. 7. This design is furnished subject to the limitations on truss designs set forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix EXPIRES �` j3aO7 , by 1P1 in HIB-91 or TPIIWTCA in SCSI 1 -03 copies of which will be furnished "C", see I.C.B.D. R.R. 4211. 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. 11111111111liii CompuTrus Inc. This design prepared from computer input by 1111111111111111111111111111111011111 • Trans ID: 1$5397' '• PACIFIC LUMBER / BC 7.3.0T(1L) -E LUMBER SPECIFICATIONS TRUSS SPAN 43'- 10.0' IBC 2003 SINGLE MEMBER FORCES 4WR(GDF) LOAD DURATION INCREASE = 1.15 T 1= 0 1= 3132 W 1= -335 W100 -1824 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' 0.C. T 2= -3505 2= 2590 W 2= 571 W11= -93 TOP CHORDS: T 3= -3259 3= 2011 W 3= -665 W12= 23 2x 4 DF 41&BTR 1- 9 LOADING T 4= -2439 4= 1247 W 4= 712 BOTTOM CHORDS: LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF T 5= -1584 5= 19 W 5= -1034 2x 4 DF #1 &BTR 1- 6 DL ON BOTTOM CHORD = 10.0 PSF T 6= -1587 6= 0 W 6= 829 WEBS: TOTAL LOAD = 42.0 PSF T 7= -1220 W 7= 207 2x 4 DF STAND 1-12 T 8= 140 W 8= -833 T 9= 0 W 9= 1398 TC LATERAL SUPPORT <= 12'0C. UON. BC LATERAL SUPPORT <= 12'OC. UON. CANT @ 40'- 3.0" OVERHANGS: 24.0' 24.0' LEFT = 1691 RIGHT = 1991 Reactions: 1809 2129 BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0' 2.71 DF / 4.18 HF / 3.98 SPF BRG @ 40'- 3.0' 2.98 DF / 4.60 HF / 4.39 SPF Wind: 110 mph, h =15ft, TCDL= 4.2,BCDL - ASCE 7-02, Enclosed, Cat.2, Exp.B, MWFRS, interior zone, load duration factor =1.33 Max Calculated Uplift: Left = -277 Right = -326 26 -00-00 17-10-00 12 C -4x4.3 12 5.00 I/ 47 X15.00 C 5x5.1(S) C-2.5x6 1 3" C 3x4.3 �`��� PROPF tJ 0.25 C -5x5.1 `� �' C- 2.5x3.4 + + P C- 2.5x4.3 r a II K\ + � cu s OREGON tr, \ / :.,0,:_j a r OI3ER6 • Ov c/ C -5x6 C- 2.5x4.3 0.25" C -3x7.7 0.25" C -3x6 C- 2.5x3.4 1 /31 /l^ R. C P C- 5x6(S) C- 5.5x6(S) ( EXPIRES 12/31/071 y y 40 -03 -00 3 -07 -0Q y '9.. C4 2 -00 -00 43 -10 -00 2 -00 -00 � `�' e WASk Scal 1/8' � ` ,��ti � r JOB NAME: 6731 - HORIZON REST - E -STUB . W .� O • C6 A" 1, Z C" WARNINGS: General Notes, unless otherwise noted: y 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 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 s FILE NO.: E - STUB Warnings before construction commences. 2' -0' O.C. and at 10' -0" o.c. respectively unless braced throughout their , 3. 2x4 compression web bracing must be installed where shown +. length by continuous sheathing. r 4. All lateral force resisting elements such as temporary and permanent bracing, 3. 2x m act bridging or lateral bracing required where shown ++ DATE: 1/31/2007 must be designed and provided by designer of complete structure. 4 . Installation of buss is the responsibility of the respective contractor. 17778 5. Design assumes trusses are to be used in a non - corrosive environment, T ts 6 - . , CompuTrus assumes no responsibility for such bracing. and are for "dry condition" of use. je 5. 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 DES. BY: MJ fasteners are complete, and at no time should any loads greater than design necessary. yx jtla r .� loads be applied to any component. 7. Design assumes adequate drainage is provided. �v%q/�1L. s. l ompuTas has no control over and assumes no responsibility for the 8. Plates shall be located on both faces of truss, and placed so their center 1/;1/0 r � $El+l . 3250806 fabrication, handling, shipment and installation of components. lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 7. This design is furnished subject to the limitations on truss designs set forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix by WI in HIB -91 or TPVWTCA in BCSI 1 -03 copies of which will be furnished C ", see I.C.B.D. R.R. 4211. I EXPIRES 6/30107 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. 1111 II1111111 , CampuTrus Inc. 11111111111111111I1111111111111 111111IIII10 • Trans ID: 16539 7.3.0T(1L) -Z LUMBER SPECIFICATIONS TRUSS SPAN 43'- 10.0' LOAD DURATION INCREASE = 1.15 Wind: 110 mph, h =15ft, TCDL= 4.2,BCDL =6.0, ASCE 7 -02, SIZE SPECIE GRADE SPACED 24.0' O.C. Enclosed, Cat.2, Exp.B, MFRS, TOP CHORDS: interior zone, load duration factor =1.33 2x 4 DF M1&BTR LOADING BOTTOM CHORDS: LL( 25.0)+OL( 7.0) ON TOP CHORD = 32.0 PSF 2x 4 DF M1&BTR DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF WEBS: 2x 4 DF STAND TC LATERAL SUPPORT <= 12'OC. UON. BC LATERAL SUPPORT <= 12'0C. UON. GABLE END TRUSS ON CONTINUOUS BEARING WALL. C - 1x2.6 OR EQUAL AT GABLE STUDS. REFER TO COMPUTRUS STANDARD GABLE END DETAIL FOR COMPLETE SPECIFICATIONS. 26 -00 -00 17 -10 -00 12 C -4x4.3 12 5.00E--- 4 a a 5.00 C- 2.5x6 +(S) 1.�i Ai t9,..9 PROFF C 2.5x6+ �'� `� 4.� OP ip + +t t ' C - 2.5x4.3 /,,. + I' w �,T 4REGON ^g in' r co P ° aER EI Ov 0 ) ° 000`.....- m w a -/ m I/3/i°. R. C P 9' o C -5x6 C- 2.5x6+ C -3x6 C- 2.5x3.4 C - 2.5X6 +(S) Continuous bearing C 2.5X6 +(S) ( EXPIRES 12/311071 J, 40 -03 -00 J 3 -07 -00 , g. Cq 2 -00 -00 43 -10 -00 2 -00 -00 ` '4 , © 0F vNASJ,t jN �" Scale: 1/8" JOB NAME: 6731 - HORIZON REST - D -STUB GABLE r 4/ i G'>, 1* e L :n 1. l' . WARNINGS: General Notes, unless otherwise noted: s 7 ! 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 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 + FILE NO.: 0- STUB GABLE Warnings before construction commences. 2' -0' 0.c. and at 10' -0" o.c. respectively unless braced throughout their 110i 3. 2.4 compression web bracing must be installed where shown e. length by continuous sheathing. r. bracing, 4. AU lateral force resisting elements such a: temporary and permanent 3. 2x Impact bridging or lateral bracing required where shown + + 4. Installation of truss is the responsibility of the respective contractor. Al 17 DATE: 1/31/2007 must be designed end provided by designer of complete structure. 5. Design assumes trusses are to be used in a non-corrosive environment, CompuTrus assumes no responsibility for such bracing. and are for "dry condition" of use. • 5. 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 DES. BY: MJ fasteners are complete, and at no time should any bads greater than design necessary- A' & loads be applied to any component 7. Design assumes adequate drainage is provided. 8. / U. loads be applied no any component over and assumes no responsibility for the 8 Plates shall be located on both faces of truss, and placed so their center / J ;' / i2 lines coincide with joint center lines. SEQ .: 3250807 fabrication, handling, shipment and installation of components. 9. Digits indicate size of plate in inches. r� 7. This design is furnished subject to the limitations on truss designs set forth 10. For basic desiggn values of the CompuTrus Plate, indicated by the prefix EXPIRES 6130/07 by TPI in HIB-91 or TPIANTCA in SCSI 1-03 copies of which will be furnished C ", see I.C.B.O. R.R. 4211. by CompuTrus upon request. 11. The CompuTrus Net Section Plate is indicated by the prefix "CN ", the designator (18) indicates 18 ga. material a used. All others are 20 ga. 111111111 II IIII CampuTrus Inc. This design prepared from computer input by 1111111 11111 VI11 11111 11111 11111 VIII 1111 IIII Trans ID: 18'539;e ' • PACIFIC LUMBER / BC 7.3.0T(1L) -Z LUMBER SPECIFICATIONS TRUSS SPAN 43'- 10.0" IBC 2003 SINGLE MEMBER FORCES 4WR(GDF) LOAD DURATION INCREASE = 1.15 T 1= 0 1= 5019 W 1= -228 W10= -796 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2= - 5489 2= 4453 W 2= 527 W11= 1497 TOP CHORDS: T 3= -5213 3= 3657 W 3= -648 W12= -1795 2x 4 DF A1&BTR 1- 9 LOADING T 4= -4221 4= 0 W 4= 681 W13= -111 BOTTOM CHORDS: LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF T 5= -3017 5= 1194 W 5= -1033 W14= 19 2x 4 DF N1 &BTR 1- 8 DL ON BOTTOM CHORD = 10.0 PSF T 6= -2982 6= 2155 W 6= -281 WEBS: TOTAL LOAD = 42.0 PSF T 7= -1574 7= 5 W 7= 3247 2x 4 DF STAND 1- 6, 8-14 T 8= -1335 8= 0 W 8= -1596 2x 4 DF MtffiTR 7 T 9= 144 W 9= 250 TC LATERAL SUPPORT <= 12'OC. UON. CANT @ 40'- 3.0" BC LATERAL SUPPORT <= 12'OC. UON. LEFT = 1692 RIGHT = 1990 OVERHANGS: 24.0" 0.0" Reactions: 1825 1985 BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0' 2.71 DF / 4.18 HF / 3.98 SPF C -1x2.6 or equal at non - structural BRG @ 40'- 3.0" 2.98 DF / 4.60 HF / 4.38 SPF vertical members (uon). Wind: 110 mph, h =15ft, TCDL= 4.2,BCDL =6.0, ASCE 7-02, 26 -00 -00 17-10-00 Enclosed, Cat.2, Exp.B, MWFRS, interior zone, load duration factor =1.33 12 C-7x7.7 12 Max Calculated Uplift: Left = -283 Right = -273 5.00 V 7.00" 5.00 C - 2 .5x3.4 ;� C 5x7.7(S) C -3x4.3 C- 2.5x4.3 0.25" 4 ` - � " PROF C 2.5x `� - 12x14.5 ++ o �c 0.25 � / C -5x9.4 C- 2.5x4.3 C -7x7.7 (S) 0,25x1 C -4x4.3 C- 2.5x3.4 -/ � 0 °2.00 11 N C -5x9.4 C- 5.5x6(S) Cr OREGON 12 12 y y y 1/31/0 40-03-00 CPF'. y 40 -03 -00 y y 3 -07 -09 / 1 EXPIRES 12131/071 2-00-,00 23 -03 -00 . 3 -09 -09 16 -09 -07 2 ; 00 -00 y 23-03-00 20-07-00 y ,� jt. CAA 43-10-00 © of NI 0 Scale: 116" /r' A.- G ' j� `►+. JOB NAME: 6731 - HORIZON REST - F -STUB VAULT . (..) T t O , . - WARNINGS: General Notes, unless otherwise noted: COD of 5 } " • L 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 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 q FILE NO.: F - STUB VAULT Warnings before construction commences. 2' -0' o.c. and at 10• - o.c. respectively unless braced throughout their *IV 3. 2x4 compression web bracing most be Installed where shown +. length by continuous sheathing. , ,. 3. 2x Impact bndging or lateral bracing required where shown + + 4. All lateral force resisting elements such as temporary and permanent bracing, 4. Installation of truss is the responsibility of the respective contractor. t7� DATE: 1/31/2007 must be designed and provided by designer of complete structure. 5. Design assumes trusses are to be used in a non environment CompuTrus assumes no responsibility for such bracing• and are for "dry condition" of use. i S. No bad should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if a DES. BY : MJ fasteners are complete, end at no time should any loads greater than design necessary. kj����� loads be applied to any component 7. Design assumes adequate drainage is provided. / ) • IONAS. S. compuTrus has no control ow. and assume: no responsibility for the 8 . Plates shall be located on both faces of truss, and placed so their center 1/;//0 3 j / 0 lines coincide with joint center lines. SEQ .: 3250808 fabrication, handling, shipment and installation of components. 9. Digits indicate size of plate in inches. 7. This design is furnished subject to the limitations on truss designs set forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix 6/30/07 by TPI in HIB -91 or TPIJWTCA in SCSI 1 -03 copies of which will be furnished "C", see I. C.B.O. R.R. 4211. EXPIRES 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.