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Home My WebLink AboutTruss Roof EngineeringNEW CASTLE, CO. aSETHAN MARTIN JOB #1192 8,r,//,hq E\e acnpr/ TRUSFAB, INC. 6181 ROAD 335 NEW CASTLE, CO 81647 PH 970-984-2336 / FAX 970-984-3533 TRUSFAB@YAHOO.COM 67-00{0 I o * E uo a W6 H€AB ow22o H N B 66666(, o = I L =o o 'ir FUUUUUUUUUU UUU w2 t o o U D1 D Jt P uo J .J J B 3 1 JI 14-0640 2147-OO 15{3-00 1S08{0 67-0040 3 ts No N JOB INFO ROOF AREA: 3354.05 n' RIDGE LINE: 110.19 HORIZ. EAVE: 216.63 RAKE EAVE: 229.17 HIP LINE: 45-95 VALLEY LINE: 72.86 FLOORAREA: 0 WALL AREA EXT: 3975.3 * I J €: g5ct tl FE E!FT 6 Bolac Calcddo E4iw.dt4tdh(d^ @o m{ Eon EHFEE frE1Ai- f;H3FFF99!Elt> 'bSFOa2el4otttt 3EE;llgi' ot e Martin Residence Lot22,329 Eagle Ridge Colorado I $ f,I! z I ! 6 t 5 I ib HI[I Etl Fil Eil 1,,& iitH iI rl i! illi rl I I i I r -'j r9i!t *': il,i.., E _: ' f i -,--' ii*--i; - 16lrat il l;l El z'*";:::ji !1 ti I ti+-'-ii: Upper Floor Frame MiTok tu@tuF6.@@vtwdtu@ffiNdbu frhttutt@ffitu@nMe.@khdffibdr,r'!'lMtudF.@@t.tMd46.W&tub@4d&tufutt.r@bdetuMd@frtutd& PRELIMINARY. FOR REVIEW ANDAPPROVALOF'ALL MEMBERSAND BEARINC CONDITIONS BYE.O.& or RESPONSIBLE PARTY PRIOR TO ORDERING BC ESTIMATOR o E(! lJ- Loo lJ- c'6 @ii o.R ,5 : E !* Etg $iiII EfB!$ l*r nE! 3F!!5E ltE iii!{a o9sL!QE15o-'A E€odugE o-9NOCmu !NLN(!?5: PAEES FOR ALI OfrAt6 A{O NOIES. TO AE NEU&€D ANO APPROVED AY PROFSION& DESIGXER&O/OR RESPOTSIAE Fffi PRIORTO ORDER.Nlr-- )l TOCATE CRAWL SPACE ACCESS PER BUILDER-lb -ls is s H BEARING WALT FRAMED TO TOP OF JOrSrS DO XOI d ffir d.r b4 r@n TRUSFAB,INC. 6181ROAD 335 NEWCASTLF4CO 81647 (970)984-2336 Fax: (970) 984-3s33 To: VALLEY LIIMBER EIFLE) 2495 RAILROAD AVE. P.O. BOX 1579 , BASALT 81621 RIFLE, CO 81650 Reaction Job Number: Page: Date: 1192 2 04/24/25 13:24:08Project: ETHAN MARTIN Model: BlockNo: Lot No: EAGLE 22 AccountNo: VR Designer: Estimator: Salesperson: BRIANBUDD Quote Number: P.O. Number: Contact:Site:Office:Deliver To 329 EAGLE RIDGE DR PARACHUTE, CO Name: Phone: Fax: ()() GAI,EN SMITH (e7o) (970\ 62s-9663 625-9233 Qtv:Truss Id:Span:Truss Type:Slope Reactions: 3 FL2 10 lbs. each 01-11-11 2X6 /2)(4 FLYER s.0{ Joint C 21.98 -1 16.01 Joint D 32_12 Joint E 558.45 -86.41 I G 169 lbs. each 32-00-00 2X6/2l{4 COMMON 5.00 Joint B 2302.34 -2s4.28 Joint J 2302.34 -254.28 1 G-GAB 127 lbs. each 32-00-00 2l{4 /2X4 2X6 DROP s.00 Joint A 247.77 Joint S 235.89 Joint T 582.60 -94.94 Joint U 504.54 -67.43 Joint V 524.18 -71.28 7 G1 166 lbs. each 32-00-00 2X6t2X4 COMMON s.00 Joint B 2304.47 -255.80 Joint J 2123.31 -191.78 1 H 81 lbs. each 1 5-03-00 2X6/2){4 COMMON 5.0( Joint B 1378.87 -153.10 Joint F 1 378.86 -1 53.1 0 1 H-GAB 48 lbs. each 1s-03-00 2X 412X4 2X6 DROP 5.00 Joint A 258.72 Joint I 258.71 Joint J 739.44 -79.17 Joint K 732.82 -70.69 Joint L 788.06 -72.32 1 (1) z-Ply H1 100 lbs. each 1 s-03-00 2X6l2X8 GIRDER 5.0( Joint A 10814.20 -1152.15 Joint E 8323.1 0 -805.86 4 J 75 lbs. each 14-00-00 2X 612){4 COMMON 5.0( Joint B 1 333.39 -145.55 Joint F 1 333.39 -145.55 1 J-GAB 42 lbs. each 14-00-00 2X4/2){4 2X6 DROP 5.0{ Joint A 486.76 -20.69 Joint G 486.76 -20.69 Joint H 1127.22 -114.35 Joint I 649.94 -58.52 Joint J 464.48 1 (1) 2-Ply J1 89 lbs. each 14-00-00 2){6 /2){6 GIRDER 5.0( Joint A 7213.86 -668.13 Joint G 7287.06 -675.12 10 K 47 lbs. each 09-10-00 2l{6 /2){4 MONO 5.0{ Joint B 1016.64 -127.36 Joint E 849.23 -56.70 1 K-GAB 32 lbs. each 09-10-00 2l{4 t 2X4 2X6 DROP s.0[ Joint A 144.24 Joint G 282.17 -28.27 Joint H 774.95 -71.56 Joint I 734.71 -71.31 Joint J 756.79 -70.84 1 Kl-GAB 17 lbs. each 0s-11-08 2){4 /2){4 2X6 DROP 5.0t Joint A 229.32 Joint E 270.29 -25.11 Joint F 793.45 -74.67 Joint G 739.84 -71.15 TRUSFAB,INC. 6181ROAD 33s NEW CASTLF,,CO 81647 (970)984-2336 Fax: (970) 984-3s33 To: VALLEY LUMBER (RIFLE) 2495 RAILROAD AVE. P.O. BOX 1579, BASALT 81621 RIFLE, CO 81650 Reaction Job Number: Page: Date: tt92 ,l 04/24/25 73:24:04Project: ETHAN MARTIN Model: BlockNo: EAGLE Lot No: 22 AccountNo: VR Designer: Estimator: Salesperson: BRIANBUDD Quote Number: P.O. Number: Contact:Site:Office:Deliver To: 329 EAGLE RIDGE DR PARACHUTE, CO Name: Phone: Fax: () () GALEN SMITH (970) 62s-9663 o70) 62s-9233 Qtv:Truss Id Span:Truss Type:Slope Reactions: 2 A 115 lbs. each 22-02-00 2X6 t2X4 COMMON 5.00 Joint B 1759.71 -194.88 Joint H 1759.71 -1 94.88 1 A1 125 lbs. each 22-02-OO 2)(6 /2X4 HIPCOMMON 5.00 Joint B 2253.64 -194.88 Joint I 2293.64 -194.88 1 L2 1 14 lbs. each 22-02-00 2lt6 t 2){4 HIP COMMON 5.00 Joint B 2054.14 -1 94.88 Joint G 2054.14 -194.88 1 A3 1 14 lbs. each 22-02-00 2){6 /2){4 HIP COMMON 5.00 Joint B 1814.63 -1 94.88 Joint H 1814.63 -194.88 1 A4 (l) 2-Ply 129 lbs. each 22-02-00 2X6 /2X6 HIPMASTER 5.00 Joint B 3315.46 -379.56 Joint I 3315.46 -379.56 1 A5 (1) 2-Ply 52 lbs. each 08-10-00 2X6 /2X6 HIPMASTER 5.0( Joint B 1475.65 -171 .68 Joint F 1488.22 -177.00 1i B 23 lbs. each 04-00-00 2X6l2X4 JACK 5.0( Joint B 672.88 -92.55 Joint E 302.66 -27.33 3 c 30 lbs. each 05-07-14 2X6l2X4 CORNER 3.54 Joint F 425.57 -21.20 Joint G 908.44 -135.66 1 D 106 lbs. each 20-03-08 2X6l2X4 COMMON 5.0( Joint B 1647.34 -1 83.56 Joint H 1647.35 -183.56 1 D-GAB 68 lbs. each 20-03-08 2X4 t2X4 2X6 DROP 5.0[ Joint A 250.85 Joint K 256.78 Joint L 716.37 -93.03 Joint M 729.78 -65.42 Joint N 736.12 -74.34 2 D1 102 lbs. each 19-10-00 2X6 /2X4 STUB s.0t Joint B 1627.59 -183.24 Joint H 1450.79 -117.36 3 E 165 lbs. each 31-00-00 2X6l2X4 COMMON 5.0t Joint B 2248.92 -248.24 Joint J 2248.92 -248.24 1 E-GAB 121 1bs. each 31-00-00 2X4 /2X4 2X6 DROP 5.0t Joint A 400.23 Joint Q 400.23 Joint R 922.29 -1 35.08 Joint S 365.06 48.46 Joint T 666.83 -75.04 11 E1 161 lbs. each 31-00-00 2X6 J2X4 COMMON 5.0t Joint B 2251.12 -249.81 Joint J 2069.75 -1 85.69 1 E1-GA} 8 lbs. each 03-00-00 2X4l2X4 2X6 DROP 5.0( Joint A 488.04 -29.90 Joint C 488.04 -39.06 3 F 142 lbs. each 28-00-00 2X 612){4 COMMON 5.0{ Joint B 2083.57 -231_A5 Joint I 1901 .49 -167.40 1 F-GAB i06 1bs. each 28-00-00 2X4l2X4 2X6 DROP 5.0( Joint A 236.93 Joint O 236_09 Joint P 584.96 -93.10 Joint Q 502.66 -67.37 Joint R bJc.d / -71.43 1 F1 138 lbs. each 28-00-00 2X6 /2)(4 COMMON s.0{ Joint A 2953.92 -266.71 Joint G 2253.92 -201.66 3 FLl 10 1bs. each 01-11-11 2X6l2X4 FLYER 5.0{ Joint C 21.98 -116.01 Joint E 558.45 -86.41 Joint D 32.12