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Li, ) . 0 L J LL 'ill i r _ 4. r �.__ 1 __ - I 1 t - i t f _ t _ . • .. .. -. _.. � -- i 1 1 f i, 111111111111111 r � r 1 11111111111 ii!!! 1111111111111111111 llll , LUMBER SPECIFICATIONS TRUSS SPAN 26'- 6.00" ANSI /TPI SINGLE MEMBER FORCES 4WRGD SIZE SPECIE GRADE PANEL (S) LOAD DURATION INCREASE = 1.15 T 1= -1911 B 1= 1742 W 1= -339 TOP CHORDS: SPACED 24.0" O.C. T 2= -1674 B 2= 1208 W 2= 560 2x 4 DF #1.0TR 1- 4 LOADING T 3= -1674 B 3= 1742 W 3= 560 BOTTOM CHORDS: LL( 37.0) +DL( 7.0) ON TOP CHORD = 44.0 PSF T 4= -1911 W 4= -339 2x 4 DF #1&BTR 1 - 3 DL ON BOTTOM CHORD = 10.0 PSF WEBS: TOTAL LOAD = 54.0 PSF LEFT = 1092 RIGHT = 1092 2x 4 DF STAND 1- 4 BEARING AREA REQUIRED (SQ. IN) TC LATERAL SUPPORT <= 12 "OC, UON. JOINT 1 1.75 DF / 2.70 HF / 2.57 SPF BC LATERAL SUPPORT <= 12 "OC, UON. JOINT 5 1.75 DF / 2.70 HF / 2.57 SPF 13 -03 -00 13 -03 -00 1 ' 1' 12 C -4x4.3 12 • 5.00 V 4 3,r X15.00 11411 -- C- 1.5x4.3 C- 1.5x4.3 ���ED PRGA - r` � s, , ����`� ��,kP4 /of 61 , if) ---1 N t -- ,` oi 1 m,f- o �� �_ 1 0 p `` O v ° C-4x4.3 0.25" F`` C- 2.5x4.3 C -4x4.3 ° 'P R. C Ps C- 5x5.1(S) )' 26 -06 -00 y Scale: 1/4" JOB NAME: [DM)MORISETTE PLAN 190 (ENG) This design prepared from computer input by TVBS -AC WARNINGS: General Notes, unless otherwise noted: Design conforms to UBC -97 AnVer: 1.08(1L)- 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. FILE NO.: D 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 Warnings before construction commences. 2 - o.c. and at 12' - o.c. respectively. 3. 1x3 compression web bracing most be installed where shown*. 3. 2x4 Impact bridging or lateral bracing recommended where shown + + ' DATE: 3/19/2002 4. All lateral fora resisting elements such as temporary and pemnnsnt bracing, 4. Installation of truss is the responsibility of the respective contractor. must be designed and 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 an co 6. n Design assumes full bearing at all supports shown. Shim or wedge if CompuTe' u5 Inc. DES . BY : Y mponent unto after all bractng and necessary. fastenem are complete, and at no time should any loads greater than design 7. Design assumes adequate drainage is provided. 8 loads be applied to any component . Plates shall be located on both faces o truss, and placed so their center SEQ.: 700162 6. Computrus has no control over and assumes no responsibility for the lines coincide with joint center lines. MANU CnaeNG. ENGINEERING . COMPUTER sYs)aaS The fabrication, handling, shipment and installation of components. 9. Digits For basic indicate ides size plate in inches. 7. Thu design Is g see furnished sub).ct to the limitations on truss desl ns set forth see I design vall ues of the Computrus Plate, indicated by the prefix p: r N M the Truss PlPlateInstitute n Institute In'Bdng Wood Tmew;es, Nr&41', a copy of 1 +.. T � = Ccmp;;,zun :s Net e. S L Ecti ction Plate is indicated by the preFa'CfJ' the which win be t"mished by Computrus upon gwu.st designator (18) indicates 18 ga. material is used. All others are 20 ga.