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2-LVL 1 3/4 x 9 1/2 LVL 1 3/4 x 11 7/8 2x6 @ 24"o.c.
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PLATE 1/4"x 8"CONT. DF#1 6 x 16 BLOCKING aFs
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STRUCTURAL SPECIFICATIONS
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EDGE OF ROOF • 0 %• 4'EXISTING DF#1 6 x 16 � � � ''fj� I't1] Ail lumber shalt be Doug-Fir N2 545 or better,all wolmanized lumber shall be �0i1 -74 i'�'� 1•Item Fir#2 54S or better(all lumber within 18"of finish grade or in contact with •4'r• 0�concrete must be wolmanixed). Provide solid blocking at 8'-O"on center in allzdiaphragms. All columns to be continuous bearing to foundation. Q2) Structural steel shall be ASTM A36 or better,anchor bolts and bolts shall be wLVL 1 3/4 x 11 7/8
A307 or better. All structural steel is to be detailed,fabricated,painted and ■ •SCREWED TO •
erected in accordance with AISC STEEL CONSTRUCTION MANUAL,2005 DF#1 6 x 16 � O
and CODE OF STANDARD PRACTICE. All welding to be performed by a cer- H 2-LVL 1 3/4 x 9 1/2
lifted welder and conform to AISC and AWS STRUCTURAL WELDING I I BEVELED PLUS FLITCH
CODE,2000,all electrodes to be EE-74XX. A PLATE 1/4"x 8"CONT.
3) Versalams(2.0E)are as manufactured by BOISE CASCADE CORPORATION; ® x O O Z
see shop drawings and manufacturers standard details. All built-up Versalam _ C° • H N Z0
beams must be glued with PLA-00 and nailed with 2 rows of l6d spikes @ 9"oc. , > 1
Versalams deeper than 11 7!$"must be bolted together with 2 rows of 51$"di 2x6 @ 24"o.c. y
ameter bolts spaced @ 48"oc staggered. All alternates to be reviewed and op- x LVL 1 3/4 x 11 7/8 < Z
proved by the engineer. SKY HT W
BLOCKING \ SCREWED TO
4) Live loads used for design- 3 0 8 DF#1 6 x 16 (Y F O
-Roof-80 psf snow. @ 24"o.c. f2' �8" m Y 0
-Wind-115 mph(3 second gust),Occupancy Category II,Exposure B. <,
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-Earthquake-Zone C-IBC. • A a
5) All construction must comply with the 2012 International Building Code as • c9 v_ N o O
adapted by the Town of Vail Building Department and the"General Conditions of • z I I • ® z O OZC U
the Contract for Construction"(AIA Document A201). All construction must be co O • 0 J
completed within the tolerances described in the"Residential Construction Per w L 4x4x1/4 x 0,-11"w/3-5/8"DIA.x 6" ' Cl)_ I j
■ 2x6 @ 24"o.c.
fonnance Guidelines"as prepared by the NATIONAL A550CIATION OF LAGBOLTS INTO 6x16 and 3 5/8"DIA. (7 5 m H
2-LVL 1 3/4 x 9 1/2 z_ cn
HOME BUILDERS. M.B.w/WASHERS THRU LVL 1 3/4 x 11 W Z Q
BEVELED PLUS FLITCH Iw
6) All structural members are shown in their final positions properly braced and sup- 7/8(4 LOCATIONS TYPICAL) BLOCKINGfY
ported;during construction it may be necessary to temporarily shore portions of PLATE 1/4"x 8"CONT. \1171°)
@ 24"o.c. Othe structure while other portions are being constructed. Contact the engineer fora Jconsultation as required. `�7) General Contractor is responsible for all non-specified connections,contact engi- EXISTING DF#1 6 x 16 TO REMAIN L 4x4x1/4 x 0'-7"w/2-5/8" /neer for details as required. The engineer is to approve all structural substitutions. EDGE OF ROOFDIA. M.B.w/WASHERS Q
8) General Contractor is to coordinate all diaphragm penetrations with appropriate LJ _ THRU EA. MMBR. (4 t9 d
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sub-contractors. General Contractor is responsible for the means,methods,tech- II v " 0 LOCATIONS TYPICAL) Co
niques,sequences,procedures,workmanship,seasonal scheduling and job-site ■
safety associated with this project. The General Contractor is to verify all di men- IN
Bions and elevations with the architectural drawings. Notify engineer of all con- JL 4x4x1/4 x 0'-7"w/2-5/8"
Ct
ficts and omissions between various elements of the working drawings and the , DIA. M.B.w/WASHERS THRU Q
existing conditions prior to commencing with that portion of the project. General ( 2x6@24"o. jA LVL 1 3/4 x 11 7/8 -LVL13/4x9 1/2 TAPERED LVL1 3/4x11 7/8Contractor is to inspect remodel projects and verify prior use and proper disposal SCREWED TOBEVELED PLUS FLITCH AND 4-5/8"M.B.w/ z
of existing materials(i.e.,asbestos.etc.)as required by code. Identity of all exist- BLOCKINGDF#1 6 x 16 PLATE 1/4"x 8"CONT. WASHERS THRU 2-LVL 1 3/4 —)
Q
ing hidden structural members based upon visual inspection. @ 24"o.c. x 8 1/4 PLUS FLITCH PLATE
9) All materials exposed to exterior and or moisture conditions shall be treated for 1/4"x 8"(4 LOCATIONS
these conditions(i.e.,chemical treatment,staining,painting,damproofing,mem- TYPICAL)
branes,flashing,etc.)as required by code. All materials to be treated or protected ROOF FRAMING P LAN 1191011111111111111111
for fire resistance as required by code. JPH
1/4" = 1' 0" Vllllii�ll
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