HomeMy WebLinkAboutEngineer Report 01.15.19t o ci k",to1Ç' g l''c. Þ- Lr1)
',''''':i' ,; THEODOREI<GUYASSOCIATESPC ,t J-. ^s .A rô r(rb,,,,,;,,,,r,i Änc'HiieðrünË ¡ntÀññiñc t'írirÚ<iÚnÀferucÑEERINc + ßLQ6 - lc - I 5^ *b.)¿./
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January 18,2CI19
To lMrom ít May Concern;
Tha responses and clarlficalions for the items listed by the Bullding lnspector are as follows:
Item l:
The header over the oPening
lhe 8Yl deep MLs are acceptable
between lhe bulle/s pantry and lhe kilchen can be 3 -6 y2ML. Therefore
Itam 2:
The lloor framing of the ralsed area of the old laundry room has been framed in accordance wilh the
requiremenls of the plans. This is acceptable
Item 3:
The new sleol beam in the ceillng of the Recrealion Room is held in place by the two steel beams
from fhe west and the continuous top plate bolted to the top lìange of the new steel beam. The wood columns
at the two ends of the steel beam can be attached to tha adjacent framíng with Simpson 435 connectors
installed between the built up column and the adjacent wall framing. lnstalltwo hlgh on the column and two low
on the column.
Itsm 4:
The radiant heat tubing from tho original construclion penetrated the TJI lloor joist web close to the
$upporl. Each joist ls supported at lhe bottom llange with a simpson hanger. Although. no evidence of
móúement or siruclural deliciency are observed install narrow web sliffeners on each side of lhe holes ln the
web and on each face of lhe web. Each sliffener should be 1 lnch wlde and full height between the TJI flanges.
Glue lhe new stiffeners to the web at the edge of each web penetration.
Notiû lhs Structural Engineerwhon these llerns have beon completed so he may observe lhe work in place.
Please do not hesitate to caltTheodore K Guy, AlA, PE if you have any questlons or do not undersland the
scope of the work to be performed.
Slncerely
AlA, PE, Presldent
Theodore K Guy Assoclaleg PC 1
18103 klck Framing
TKG/rkg
Box ró4o Basalt, Co Brózr
970.9>7']167
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