HomeMy WebLinkAboutS1 BP 07.19.18.pdf STRUCTURAL SPECIFICATIONS
1) Versalams(2.0E)are as manufactured by BOISE CASCADE CORPORATION; 6) General Contractor is responsible for all non-specified connections,contact
see shop drawings and manufacturers standard details. All alternates to be engineer for details as required_ The engineer is to approve all structural
reviewed and approved by the engineer. substitutions.
2) Live loads used for design- 7) General Contractor is to coordinate all diaphragm penetrations(i.e.,chimneys,
-Roof-80 psf snow. plumbing,sewers,etc.)through floors,walls,roofs and foundation walls with
-Floor-40 psf residential. appropriate sub-contractors. General Contractor is responsible for the means,
-Deck-100 psf live. methods,techniques,sequences,procedures,workmanship,seasonal scheduling
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-Wind-90 mph(3 second gust),Exposure B. and job-site safety associated with this project. The General Contractor is to c N
-Earthquake-Zone C-IBC. verify all dimensions and elevations with the architectural drawings. Notify (o
3) All construction must comply with the 2015 International Building Code as engineer of all conflicts and omissions between various elements of the working O a
adopted by the Town of Vail Building Department and the"General Conditions of drawings and the existing conditions prior to commencing with that portion of the v
the Contract for Construction"(AIA Document A201). All construction must be project. Identity of all framing members based upon visual inspection of gutted a�
completed within the tolerances described in the"Residential Construction unit. ar
Performance Guidelines"as prepared by the NATIONAL ASSOCIATION OF 8) All materials exposed to exterior and or moisture conditions shall be treated for m
HOME BUILDERS. these conditions(i.e.,chemical treatment,staining,painting,damproofing, E
4) All beams,joists,and rafters are to bear upon walls or beams,or be hung with membranes,flashing,etc.)as required by code. Ail materials to be treated for fire N
SIMPSON Strong-Tie hangers or approve equals. resistance as required by code. E 80
5) All structural members are shown in their final positions properly braced and a) o "
supported;during construction it may be necessary to temporarily shore portions a'
of the structure while other portions are being constructed. Contact the engineer .c'` '���._�
for consultation as required. �0�� i
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EXTERIOR DECK NEW LVL 1 3/4 x 11 7/8 ---�'"� -_
1 1/2" STONE ON TO MATCH LVL ON I I III . •. 000 /
1 1/2" MORTAR OTHER SIDE OF
›"S 7/��///7/ /U/ //// APPLIANCE
3/4" PLYWOOD a o
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A NEW APPLIANCE y
w / S1 BETWEEN JOISTS w
EXISTING 11 7/8" EX. PLYWOOD LVL 1 3/4 x 11 7/8 0 J
TJI 25 @ 16"o.c. REMOVED AT a • _ O 11 O
TO REMAIN l APPLIANCE N aU
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cc\ — LVL 1 3/4 x 11 7/8 <
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3/4" PLYWOOD _ _ ~ q m V v v
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CONT. ONE SIDE .,.r1 ("------''''116., \ / 0
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PORTION OF EX. cn� % ci) ap — w
BOTTOM CHORD `�'
NEW LVL 1 3/4 x 11 7/8 3 REMOVED AT 3 1 7/16" w w oN 0
17/16 �8 �8 NOTE- 7
GLUED w/PL 400 AND APPLIANCE NEW LVL'S TO BE 0 / 7-0" ›–
SCREWED
SCREWED WITH 2 WITHIN 6" OF FULL
ROWS OF 3" SCREWS NEW LENGTH
@ 12"O.C. 1 13/16" APPLIANCE 1 13/16"
A D E TA I L A i I°1 p1� °1 '°01111
s 1 1 1/2" = 1'-0" JOIST FRAMING PLAN
40 pig I1dllll
1/4" = 1'-0" NORTH
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