HomeMy WebLinkAboutPermit Field Test & Inspection Report 2005-12-29
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STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
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"MORTIER
- ENGINEERING., p.e.
1245 PEARL STREET
EUGENE, OREGON 97401
PHONE (541) 484-9080. FAX (541) 484-6859
TOLL FREE 1-877-661-9959
December 29, 2005
RE.8 ,€lIev St - BUilding AnalysIs - W 0 #17368-ARC
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As requeS~;'~-bUlldIn9 ilr.3Iy-BfS was performed on December 22, 2005
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Descriotion 0 !:J"cture:
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The main stru'ctur 0'x100' and consists of concrete walls s ng open web roof JOiSts
The main floor I~,a slab on grade A second floor has been I ~ a._,,-,, -,~ the Interior of the main
structure The second floor consists of %" plywood and 2x1 ,;Gf JOistS supported by wood
bearrng walls and steel Wide flange beams on hollow ~tJ<' 0- el columns The bUilding
claSSification IS A-3, and the construction type IS 3B, n~;~,~~~ ~d
Buildina Lavout and Occuoancv: AP4f'}~';:"'"iiJ
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The main floor consists of offices, c!osat ~&,~iJ'~:throoms In the northeast area (directly
below the second floor) The rest of the , ,\,!~Qj;,:i!bnslsts of skateboarding ramps and staging
areas for the ramps The second fI00!3',~fs,1~ an apartment and more skateboarding ramps
and staging areas for the ramps The tfJ,G~~cupancy area IS approximately 2911 square feet,
with an occupant load of 30 , am x,." nd staging area for the ramps occupancy area IS
approximately 5280 square fe occupant load of 106 The residential occupancy area
IS approximately 400 squar ttl an occupant 10 of 2 The total occupant load for the
second floor IS 46 The al 0 t load for the wh Ing IS 138
Stairs and Railinq:
There IS one stalrwa Ing to the second floor, accessed from
The handrail consists of a plastiC pipe attached to the wall Gu"
varrous pOints along the second floor
Exterior Exits:
There are (3) exterror eXits The main entrance at the northeast corner of the bUilding (EXit 1),
and one each on the north (EXit 2) and south (Exit 3) walls approximately 19' from the west
exterior wall EXit 1 IS approximately 26' from EXit 2, and approximately 104' from EXit 3 EXit 2
IS 100' from EXit 3 The path from the bottom of the stairway to EXit 1 IS approximately 24', to
EXit 2 IS 44', and to EXit 3 IS 96'
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Structural Loadina Analvsis: ,~\" ,~
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if Jt was determined that the s8Ji90d floor may be !O~Q ~rth~.t/~axlmum live load of 4~ A
III ftl1Dnf?Qt the second floor atwest end of th ' . ond floor cantilevers approxlmately@5 This
" e~",s~~1is1q9R9.rt.~ maximum live load , It IS reco ed that this area be made
Inaccess'lole1o}~th~pb'ealJl~ and posts "e(j,:~.t the end of t r for support
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Thank you for this oprfortunlty , ";;~~Nice The enclosed BUilding ~.::~
Statement of Conditions and LI ~'(t~!IS a part of this report If you have quest
th IS report, please conta t 4 J.9080
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:;'ri!Q:a~ng
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Sincerely,
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Bradley R Myers, P E