HomeMy WebLinkAboutB16-0230 Approved Plans F
Town of Vail 6rco
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REVIEWED FOR CODE
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STRUCTURAL SPECIFICATIONS Code: ii, p N
I) Replacement decking to be 2x6 Redwood with 2 screws per bearing point. 6'. ••'••�' /
2) Live loads used for design- -�
-hoof-80 psf snow. = ONimaillere
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-Floor-40 psf residential. NOTCH COLUMNS •,... 1i,..'
-Deck-I00 psf. AROUND BEAMS
-Wind-90 mph(3 second gust),Exposure B. AND SCREW(4 TYP.) EDGE OF DECK TREATED 2-2x10 or
-Earthquake-Zone C-iBC.
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AYC GL 3 1/8 x 9
3) Glulam materials,manufacture and quality control shall conform to STANDARD i
SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF3 1SOFTWOOD SPECIES,AITC 117-2004 and TiMBER CONSTRUCTION 9,-10.44 9-3Y4 r3-9MANUAL(5'h edition)as prepared by AITC. Continuous or cantilevered beams3 TREATED Z x 10 GL 3 1/8 x 9 CONT.
shall be Combination symbol 20F-V I3(Alaska Yellow Cedar)with no camber. TREATED 2x 2
Adhesives shall conform to the requirements for wet conditions of service. }6 TT
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it ' n n 17 Tr n n�6�� ' — TREATED 2x12
4) All construction must comply with the 2015 International Building Code as t\6 II ,���j '' SAWTOOTH
6 TREATED 2 x)14 @ 24"o.c. h
adopted by the Town of Vail Building Department and the"General Conditions of AC) o D .1 LIIC
G I 1/� STRINGERS
the Contract for Construction"(AIA Document A201). All construction must be • r
completed within the tolerances described in the"Residential Construction \ P N 2x6 REDWOOD(MIN.3 SPAN.CONT.) V.-A L \ 2x6 REDWOOD
Performance Guidelines"as prepared by the NATIONAL ASSOCIATION OF Co Ej
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w/2 SCREWS PER BEARING POINTK "U210" ri . ` `t TREADSW
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HOME BUILDERS. �-
5) All structural members are shown in their final positions properly braced and TYP. L EC
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supported;during construction it may be necessary to temporarily shore portions i—�
of the structure while other portions are being constructed. Contact the engineer I— • u J. ' u u 1!` u u u '1 TKEATED 2x 2 \- it!, III
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for consultation as required. N r—. V
6) General Contractor is responsible for all non-specified connections,contact VLACED TREATED 2-2 x 10 IM
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engineer for details as required. The engineer is to approve all structuralEXISTING FOOTING Q O
0 — ' PAD TO REMAIN n- 0
substitutions. CO— Ov' EXISTING BEAM TO REMAIN y J
7) General Contractor is to coordinate all diaphragm penetrations(i.e.,chimneys, \S G CV
plumbing,sewers,etc.)through floors,walls,roofs and foundation walls with O R�MPXN �\5� �4P�� Z M
appropriate sub-contractors. General Contractor is responsible for the means. Q- W d-
methods,techniques,sequences,procedures,workmanship,seasonal scheduling 'CO
and job-site safety associated with this project. The General Contractor is to _ BEAR NEW AYC GL 5 1/8 x 6 a
verify all dimensions and elevations with the architectural drawings. Notify O EXISTING JOISTS TO D REMAIN COLUMN ON EXISTING CONCRETE m
engineer of all conflicts and omissions between various elements of the working PIERS,CONNECT w/#5 DOWEL x
0
drawings and the existing conditions prior to commencing with that portion of the ! 1'-0"DRILLED 6"INTO PIER GLUED
project. General Contractor is to inspect remodel projects and verify prior use and w/EPDXY AND DRILLED 6"INTO
proper disposal of existing materials(i.e.,asbestos,etc.)as required by code. BASE OF COLUMN(4 COLUMNS
8) All materials exposed to exterior and or moisture conditions shall be treated for TYPICAL) to
these conditions(i.e.,chemical treatment,staining,painting,damproofing, I
membranes,flashing,etc.)as required by code. All materials to be treated for fire Cto
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resistance as required by code.SA
9) Special inspection to be completed by building official approved inspection A_ }.Q
agency for epoxy glued dowels. Inspection reports to be prepared in accordance2
with iBC Chapter 17 on approved forms,verifying compliance with construction WEST DECK FRAMING PLAN �/
documents and be submitted to the building official for review and approval, .
copying the owner,general contractor and engineer. Coordinate inspections with 0
general contractor so that special inspections can be periodic rather than NOTE- REPLACE GUARDRAIL WITH TREATED MATERIALS 1/4" = 11-0" NORTH
continuous. CONSTRUCTED PER CODE. III IIQ Illl Ill IIIIIIIIII
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JUN I. ./ 2016 (s,.,�-tir s) 3 4— SIlift
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