HomeMy WebLinkAboutDRB16-0057_S2.2_1478907954.pdf IS
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DRB
APPROVED
3/18/2016
12:00:00 AM
b PS E
STRUCTURAL DESIGNS
PO BOX 8007
AVON, CO 81620
_ PH. a1O-33I-6'740
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V N E
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_ A O A\ NOTE: ///////////////////////////////// ////////////// ' /////////////////////////////////////////////////// FAX. 1-888-362-4685
•CONTRACTOR RESPONSIBLE j INFO@bPSE.NET
FOR TEMPORARY SHORING. % WWW.bPSE.NET
O 2' 4' 8' •DOORS AND WINDOWS, 2 //
/
STRUCTURALLY UNAFFECTED VERIFY EXISTING kj % THESE PLANS AND WRITTEN
IMM= -IBY THE REMODEL, ARE NOT JOIST SIZE, MATERIAL,HEREIN,ARE
SHOWN FOR CLARITY. DIRECTION $ ►z / INSTRUMENTS OF SERVICE AND
SGAI/4 = I - SPAG I NG _ low- ARE THE PROPERTY bPAIN LLC.
��� (bPSE). REUSE OF THIS IS DRAWING
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OR ANY INFORMATION CONTAINED
7 WITHIN;ON A PROJECT OTHER THAN
NOTESz // INDICATED IN THE TITLE BLOCK, 15
X NEW LVL BM PROHIBITED WITHOUT WRITTEN
PERMISSION FROM bPSE. bPSE 15
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• INTERIOR FLOOR SYSTEM SHALL BE 3/4" TSG PLYWOOD SUBFLOOR, EXPOSURE I, 24" APA m NOT RESPONSIBLE FOR ERRORS
DUE TO SCALED DRAWINGS.
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REFER ANY QUESTIONS OR
RATED - STAGGER END JOINTS, GLUE AND FASTEN IN/ IOd NAILS AT 6" O.G. ALONG ALL j )- /, DISCREPANCIES TO bPSE PRIOR
A LL TO OR DURING CONSTRUCTION.
PANEL EDGES AND AT 12" O.G. ALONG ALL INTERMEDIATE SUPPORTS - FLOOR JOISTS, RE: NEW
PLAN FOR SERIES AND SPACING, TYPICAL, U.N.O. z STAIRS }
• "BCI" INDICATES: BUILT-UP "I"-SECTION FLOOR JOIST AS MANUFACTURED BY BOISE CASCADE j
CORPORATION. ALTERNATIVES SHALL HAVE THE SAME OR GREATER CAPACITIES AND SHALL j
BE REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD, PRIOR TO INSTALLATION. ////////%//////////////////////// % V)
•
0 INDICATES COLUMN DOWN OR THRU FRAMING; VERIFY EXSTNG BM /
VERIFY OPEN
<TMR> INDICATES TRIMMER STUD, <KNG> INDICATES KING STUD. EXSTNG TO
• ■ INDICATES COLUMN UP FROM FRAMING OR STUB COLUMN. COLUMN BELOW
• DTA INDICATES EXTERIOR WALL OR INTERIOR BEARING WALL. j/, Z
• E ] INDICATES BEARING WALL UP ONLY; TERMINATING ON A BEAM AT THIS LEVEL. VERIFY EXSTNG BM
LLI IT
• I I INDICATES INTERIOR NON-BEARING PARTITION HALL BELOW; LOCATE PER ARCH DINGS. I®C C�/�/�/�% j
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• - XXXX"-XX" - INDICATES TOP OF BEAM ELEVATION.
• •"LVL" INDIGATES: LAMINATED VENEER LUMBER BEAM AS MANUFACTURED BY BOISE VERIFY
CASCADE CORPORATION. $ EXSTNG
T.O. PLYIND XEXSTNG //cci• HANG TIMBER/ LVL BEAMS FROM TIMBER/ LVL/ STL. BEAMS AND LEDGERS WITH SIMPSON COL-UP > -j
HU(S)-TF OR HUI-TF / HWU TOP FLANGE BEAM HANGERS, TYPICAL, U.N.O. 0
I
• HANG JO STS FROM ti FLUSH ' BEAMS AND LEDGERS WITH SI MPSON 1 TS TOP FLANGE X j O
HANGERS, TYPICAL, U.N.O. VERIFY EXISTING JOIST w / > V
SIZE, DIRECTION $
• VERIFY PLATE HEIGHT ELEVATIONS W/ EXISTING CONDITIONS. SPACING � / 0
• ALL EXTERIOR WALLS ARE (ASSUMED) TO BE CONSTRUCTED OF 2X6 STUDS SPACED AT 16" ► Ci
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O.G., TYPICAL, U.N.O. (RE: STRUCTURAL GENERAL NOTES) W/ I/2" EXTERIOR PLYWOOD, j '( ■��,,,.
EXPOSURE I, 24/16 APA RATED - STAGGER END JOINTS, AND FASTEN IN/ Sd NAILS AT 6" O.G. % IllALONG ALL PANEL EDGES AND AT 12" O.G. ALONG ALL INTERMEDIATE SUPPORTS; SUPPORT : Z
HORIZONTAL JOINTS IN/ HOOD BLOCK I NG. - //////////////////////////////////////////// ////////////////////////////////////////////// / 1J-I 0
• ALL WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO ROOF (INCLUDING RAKE VERIFY EXSTNG BM Z
WALLS). STUDS LONGER THAN 16-O" SHALL BE REPLACED WITH 1 3/4" X 5 1/2" LVL STUDS . \
• RE: WINDOW MANUFACTURER FOR SIZE AND LOCATION OF ROUGH OPENINGS IN STUD WALLS. L
• INTERIOR STRUCTURAL COLUMNS SHALL BE (3)-2X6 MINIMUM, TYPICAL, U.N.O. Q
• STAIR HEADROOM CLEARANCE, FROM TOE OF TREAD; SHALL BE NO LESS THAN 6-8", PER kn In
CODE REQUIREMENTS. j
• RE: CONTRACTOR FOR HANDRAIL AND STAIR FRAMING. 0 (n
• THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND 0 EK Ni
ASSUMES NO RESPONSIBLITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES,
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SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN
1-1-1CONNECTION WITH THE CONSTRUCTION WORK. �
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