HomeMy WebLinkAboutEngineer's Framing Detail 04.22.24IUE!E!HEi
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SIRUC]URAL LNGINtLRS
April22,2024
Bob Schneider
RC Schneider Construction
Re Framing ltemg
Glauber Resldence
Glenwood Springs, Golorado
Project No. 223124
As requested, I have reviewed the following framing items for the referenced residence
under construction.
The STHDI O holdown at the edge of the garage door and the corner of the garage
were misplaced. lt is recommended that the STHD holdowns be replaced with
Simpson HUDS-SDS2.5 with a 518" all -thread Set 3G epoxied 1O" into the foundation,
l\ttach the holdowns to a minimum of 2-2x studs with (14)-114X21/z' SDS screws.
The passageway opening between the entry and kitchen was increased to 82" wide.
The (3)-11 718" LVL header and 2-2x6 trimmers at each end is adequate for design
loads.
The two gable end walls on the garage were balloon framed to the underside of the
roof lookouts. This framing is acceptable.
lf I can be of further assistance, please contact me
Sincerely,
Weeks & Aesociates, lnc,
Digitally signod by Gary Weeks
DN: C=US,
E=gary.we€ks@weeksinc.com,
CN=cary We€ks
Dalei 2024.O4.22 1 3:20 :01 -06'00'
Gary G. Weeks, P.E
Structural Engineer
Gary Weeks
(1)-4' TLoKS O 12" O.C. FA. FACE
STAGGER SIDE TO SIDE
(3)-4'TLoKS EA" FACE
ABoVE BFAId
L 4x4{+'x5'
(2)-1 /2'$x5' LAGS EA" LEG
(3)-17a'x20'LVL
rYl (3)-s' TL0KS O
16,0.C. EACH FACE
(2)-t/2'ox+' r-AGS FA. LEG
L 4x4x1/+'x5'
(a)-2x6 KING sruDs
ATTACH BOTTOM TO CONCRETE
wtTH sAt E NGLE/LAGS oNE
stDE v e)-112'Q TmN HD
ANCHORS MIN. 4' INTO
CONCREIE.
ATIACH TOP PI.ATE TO KING
sruDS v (5)-16d NAILS DoWN
INTO EACH 2X6 PLY.
(3)-8'TLoKS EA. FACE
BELOW BEAI'
(3)-2x6 IRIMMERS
NOTCH AT I.AGS.
MUST BE TIGHT TO BEAM AS
TRIMMERS SUPPORT GRAVITY LOAD
HEADER DTTAL_REAR NANA WALL
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