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HomeMy WebLinkAbout2508 NANCY GRAY AVE - SPECIAL INSPECTIONS - 3/24/2021May 24, 2021 Dominick Campana 3rdgenbuilders@gmail.com Observation Reoort . Project: I _..,,_,...,._;4"'11111"• ----··-··· TOSE ·Project 'No.: 21-002 Observation Dates: May 241\ 2021 TD STRUCT\JRAL ENC /N EER.IMC INC Plans/Details: Letter and plans by TD Structural Engineering Inc. dated 1/27/2021 and revised 4/2/2021 Items Observed-: framing issues Notes: The following items need correction as noted: 1. Mono trusses at entry are notched or vertical member is removed completely. Add new 2x 4 vertical ,web membier ,with .plyw.@©ti gussets each 'Side -each ,end .. Gussets should be 8 " square and nailed to all members with min. 4-10dx1 ½" " n---'-, ,,, :.-........ .A.&...---: .......... --'-' ........ ,:,.1 ........ -.,.1 .-1-:._,., ............ -.1 ..... J..t,.., .... t... "-i., ___ ••• :.A.i.. 1,...., .......... , ..... 1;.-.--...,.,.,..,,~··- L. I VI \JI I L... ii'--1..:, I I VC. IJ VUI II l'::J, UUU VVJIU VVVVU ..:>I Ill I l..:J UI IU C .. HLUVI I tU I.JV(.0 I I VVlll I LI UVVJV/\V VI VU llVV screws each ply. 3 . Same L VL not bearing at house, add solid studs below and hurricane ties. 4. (3) 14" LVL upper floor beam is bearing on 2-2x4 wall top plates, not directly on the PSL post so no post cap is installed. The bearing on the wall top plates is adequate, therefore I recommend adding (3) TS 12 Simpson twist straps to connect the L VL beam to the PSL post. 5. The main level 4x4 oost at the 2-olv LVL beam cantilever is missina. J recommend addino 2-2x4·sf.uds so there are' a total of 3~2x4 studs be1ow the L VL beam In add#ion (2) TS12 twist straps should be added to connect the L VL to the studs below. 6. The double joists at the shear wall at the entry is in the wrong location. I recommend adding I joist blocking between joists below the shear wall at 16" on center. The wall bottom plate should be nailed to the blocking. 7. The double I joist by the s tair is bearing only ¼». I recommend adding blocking above the beam each side of the joist so that a face mount Simpson hanger may be added to the uuuuii:; jUJ,';jl JUI ,>L/JJ,µUfi. 8. The stair to the garage is adequate provided Simpson A34 or L30s are added to each stringer at the basement wall ledger board. 9. 2x12 stringers for the main level to basement are bearing on a 2x4 wall midspan bearing directly on slab. It is my opinion this is an adequate support for the stringers. 10. Single joists were used for openings on the main and upper level.Sr to frame out for plumbing. It is my opinion these are adequate as installed. TD Structural Engineering, Inc. I 2909 Oxford Ct., Fort Colli ns, CO 80525 I 970.372.1140 I www.tdstructural.com 2508 Nancy Gray Please let me know if you have any questions with the corrections listed above . .Sincerely, 'v"/c.~dy Th crr.Go D¼vorak, P .E. President TD 8tructural Engineering Inc TD Structural Engin e e ri ng , Inc . I 2B09 Oxfor d Ct., Fort Colli ns, CO 8 0 5 2 5 '"/ 9 7 0 .3 7 2 . I 140 / www. tdstructur al . com