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P-468 -ALARCON NEW ACCESSORY DWELLING UNIT Qty: <br />10 <br />PlanningrimadQuilding Age <br />Customer: ALARCON <br />SID: 0003867470 <br />TID: 293703 <br />Truss Mfr. Contact: Adrian Orduno <br />0 4/25 <br />ApprRvem <br />1-6-0 7-3-7 <br />6-2-9 6-2-9 <br />7-3-7 <br />4. 1-6-0 <br />7-3-7 <br />13-6-0 19-8-9 <br />27- -0 <br />1 <br />2 3 4 <br />5 <br />Master ID: <br />3x10 <br />Date: <br />3/12 -3/12 <br />4x4- 4x4- <br />� <br />o <br />m <br />0 <br />3-14 3x12 <br />i <br />3x12 3-14 <br />Z <br />1.5x3 4x10 5x8 <br />7-3-7 <br />6-2-9 6-2-9 <br />7-3-7 <br />7-3-7 <br />I <br />13-6-0 19-8-9 <br />27-0-0 <br />1 <br />J <br />6 7 8 <br />5 <br />J <br />F <br />27-0-0 <br />Truss Weight = 111.3 lb <br />Code/Design: CBC-2022/TPI-2014 <br />-----------Snow Load Specs ---------- <br />----------Wind Load Specs ---------- <br />-------Additional Design Checks------ <br />PSF Live Dead Dur Factors <br />ASCE7-16 Ground Snow(Pg) = N/A <br />ASCE7-16 Wind Speed(V) = 120 mph <br />10 psf Non -Concurrent BCLL: Yes <br />TC 20.0 18.0 Live Wind Snow <br />Risk Cat: II Terrain Cat: C <br />Risk Cat: II Exposure Cat: C <br />20 psf BC Limited .Storage: Yes <br />BC 0.0 10.0 I= 1.25 1.60 N/A <br />Roof Exposure: Sheltered <br />Bldg Dims: L = 49.7 ft B = 27.0 it <br />200 lb BC Accessible Ceiling: No <br />Total 48.0 Plt 1.25 1.60 N/A <br />Thermal Condition: All Others(1.0) <br />M.R.H(h)= 15.Oft Kzt = 1.0 Ke = 1.00 <br />300 lb TC Maintenance Load: No <br />Spacing: 2-00-00 0.c. Plies: 1 <br />Unobstructed Slippery Roof: No <br />Bldg Enclosure: Enclosed <br />2000 lb TC Safe Load: No <br />Repetitive Member Increase: Yes <br />Low -Slope Minimums(Pfmin): No <br />Wind DL(psf): TC = 10.8 BC = 6.0 <br />Unbalanced TCLL: Yes <br />Green Lumber: Yes Wet Service: Yes <br />Unbalanced Snow Loads: No <br />End Vertical Exposed: L = Yes R = Yes <br />Fab Tolerance: 20% Creep (Kcr) = 3.0 <br />Rain Surcharge: No Ice Dam Chk: No <br />Wind Uplift Reporting: ASCE7 MWERS <br />OH Soffit Load: 2.0 psf <br />C&C End Zone: 3-00-00 <br />Material Summary <br />Reaction Summary <br />Deflection Summary <br />TC 2x4 DFL #lB <br />--------------Reaction Summary(Lbs)---------------- <br />TrussSpan Limit Actuallin) Location <br />BC 2x4 DFL #1B <br />Jet --X-Loc- React -Up- --Width- -Regd -Mat PSI <br />Vert LL L/2.40 L/9991-0.20) 6- 7 <br />Webs 2x4 DEL Std/Stud <br />1 02-12 1421 0 05-08 02-04 DFL 523 <br />Vert DL L/120 L/999(-0.29) 7- 8 <br />5 26-09-04 1421 0 05-08 02-04 DFL 523 <br />Vert CR L/180 L/406(-0.78) 7- 8 <br />Member Forces Summary <br />Max Horiz = -36 / +36 at Joint 1 <br />Harz LL 0.75in 0.06) @Jt 5 <br />Max CSI in TC PANEL 1 - 2 0.82 <br />Harz CR 1.251n ( 0.21) @Jt 5 <br />Max CSI in BC PANEL 1 - 6 0.60' <br />Loads Summary <br />Ohng CR 2L/180 2L/999t-0.02) 1- 1 <br />Max CSI in Web 2 - 7 0.99 <br />This truss has been designed for the effects of an unbalanced top chord <br />Ohng CR 2L/180 2L/999(-0.02) 5- 5 <br />live load occurring at [13-06-00] using a 1.00 Full and 0.00 Reduced load <br />Bracing Data Summary <br />...Mem... Ten Comp .CSI. <br />factor. <br />------------Bracing Data ------------ <br />TC OH- 1 34 0 0.17 <br />See Loadcase Report for load combinations and additional details. <br />Chords; continuous except where shown <br />1- 2 349 3830 0.82 <br />Web Bracing -- None <br />2- 3 306 2668 0.55 <br />Notes <br />3- 4 306 2668 0.55 <br />Tooth -Holding green lumber factor applied: 0.80 <br />Plate offsets (X, Y): <br />4- 5 349 3831 0.82 <br />Tooth -Holding reduction factors applied: Wet Service Condition <br />(None unless indicated below) <br />5-OH 34 0 0.17 <br />Designed for green lumber that will be seasoned by time of installation. <br />Jnt8(0,-01-00) <br />BC 1- 6 3664 283 0.60 <br />Plates designed for Cq at 0.80 and Rotational Tolerance of 10.0 degrees. <br />5- 8 3664 274 0.59 <br />Plates located at TC pitch breaks meet the prescriptive minimum size <br />6- 7 3664 283 0.58 <br />requirement to transfer unblocked diaphragm loads across those joints. <br />7- 8 3664 274 0.58 <br />Web 2- 6 247 0 0.09 <br />2- 7 123 1200 0.99 <br />3- 7 822 0 0.30 <br />4- 7 123 1200 0.99 <br />4- 8 247 0 0.09 <br />QROFESS/pN <br />OAPg40 <2 <br />fm <br />r" it <br />C96148� <br />9� <br />CIVi` Q- <br />FOF <br />CA`�FO <br />10127/2025 <br />NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design criteria and requirements supplied by <br />Component Solutions <br />the Truss Manufacturer and relies upon the accuracy and <br />completeness of the information set forth by the Building Designer. Aseal on this drawing indicates <br />Truss Studio v <br />acceptance of professional engineering responsibility solely for the truss component design shown. Seethe cover page and the "Important Information & General <br />2024 .3. 2. 1 <br />Notes" page for additional information. All connector plates shall be manufactured by Simpson Strong -Tie Company, Inc in accordance with ESR-2762. All connector <br />plates are 20 gauge, unless the specified plate size is followed by a "-18" which indicates an 18 gauge plate, or "S# 18", which indicates a high tension 18 gauge plate. <br />EngDrwg: 2021r5RGT-Eng <br />