HomeMy WebLinkAboutDRB17-0060_S-2_1491498039.pdf „F„Noort.04„
ROOF PLAN i '. .1.., ,„,-
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DRB
APPROVED
4/5/2017 12:00:00
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PLAN NOTES:
I. ROOF SHEATHING IS 5/8” PLYWOOD OR OSB APA RATED, EXPOSURE I, RATING 32/16. STAGGER END
JOINTS AND FASTEN ACCORDING TO 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1)
2. ALL ROOF JOISTS ARE: BCI II 7/8" 6500 SERIES OR MANUFACTURED TRUSSES SPACED AT 24" o.c., TYPICAL,
UNLESS NOTED OTHERWISE.
3. ALL LOOKOUTS SHALL BE 2x6's AT 24" o.c., TYPICAL, UNLESS NOTED OTHERWISE.
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Z 4. SIMPSON H5 HURRICANE TIES SHALL BE INSTALLED AT ALL RAFTERS AND/OR TRUSSES AND LOOKOUTS
/ AT EXTERIOR WALL BEARING LOCATIONS.
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5. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED OF 2x6 STUDS SPACED AT 16" o.c., TYPICAL, UNLESS
NOTED OTHERWISE - RE: EXTERIOR WALL CONSTRUCTION SECTION IN THE STRUCTURAL GENERAL
I� NOTES, SHEET S I.I. ALL WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR
TO ROOF (INCLUDING RAKE WALLS). STUDS LONGER THAN 16'-0" SHALL BE REPLACED WITH I%"xS"
VERSA STUDS AS MANUFACTURED BY BOISE CASCADE CORPORATION.
S. 6. EXTERIOR HEADERS: 6'-6"AND LONGER SHALL BE (3)-2x12 W/ (2)-2x6 TRIMMERS AND (I)-2x6 KING STUD.
HEADERS 6'-5"AND SHORTER SHALL BE (3)-2x10 W/ (2)-2x6 TRIMMERS AND (I)-2x6 KING STUD, UNLESS
NOTED OTHERWISE. HEADERS SHALL BE BUILT OUT TO WALL WIDTH BY ADDING PLYWOOD OR OSB
Mao A203 SPACERS AS REQUIRED.
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i \ \2/ 7. MINIMUM SUPPORT AT 6x AND LARGER BEAMS SHALL BE A (4)-2x6 COLUMN.
8. INTERIOR STRUCTURAL COLUMNS SHALL BE (3)-2x6 MINIMUM.
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9. ALL RAFTERS AND/OR TRUSSES SHALL BE ALIGNED TO BEAR WITHIN 5" OF STUDS BELOW.
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iitp 4/ ' 7"� 10. ALL OVERFRAMING RAFTERS SHALL BE 2x6 MINIMUM AT 24" o.c.AND POSTED DOWN TO MAIN SUPPORT
RAFTERS AT 4'-0" o.c., W/ (I)-2x8 RIDGE BOARD AND (I)-2x8 FLAT ALONG VALLEY LINE TO SUPPORT ENDS
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OF RAFTERS, TYPICAL, UNLESS NOTED OTHERWISE.
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I I. "LVL" INDICATES: LAMINATED VENEER LUMBER BEAM AS MANUFACTURED BY BOISE CASCADE
a: — CORPORATION. ALTERNATIVES SHALL HAVE THE SAME OR GREATER CAPACITIES AS THOSE LISTED IN
;' THE STRUCTURAL GENERAL NOTES, SHEET S1.1.
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- 8\ 12. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH RAFTERS AND/OR TRUSSES UNLESS NOTED
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=,4 13. RE:ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ROUGH OPENINGS IN WOOD STUD
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WALLS.
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� ,/4 .,:" ,^■ 14. RE:ARCHITECTURAL DRAWINGS FOR ROOF SLOPES AND BEARING PLATE HEIGHTS.
15. REFER TO ARCHITECT FOR SNOW CLIP/GUARD PRODUCT INFO AND DETAIL. REFER TO ARCHITECTURAL
ROOF PLAN FOR SNOW CLIP/ GUARD LOCATION.
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PROJECT: 100 E. MEADOW DRIVE JURISDICTION: SHEET NO.JOB NO.
UNITS 7A, 8, 21 , 22
TOWN OF VAIL, CO
STRUCTURAL FRAMING PLAN S-Z
16034
engineering
c/1 0 12.01.16 PROGRESS SET
P.O. Box 3032 • Eagle, Colorado 81631 c
m NO. DATE REASON FOR ISSUING THIS DRAW/NG