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PROVIDE INVERTED
SIMPSON LUS26 FRAMING NOTE:
HANGER AT PLATE ALL OUTRIGGERS
ARE 2x6 0 16" o.c. \Q I �Q Q
OUTRIGGER (TYPICAL) �0 \ I �0+ \ ,� 7 Date • 08/29/2014
L2) LI ---- _ ___I 53.4 SDG Project No. • 14-050
Drawn By • SDG
/ \ / ` Checked By • JDS
TYfi'I GAL WALL HEADER NOTES TYfi'I GAL SRAM I NO PLAN NOTES TYP I GAL SHEATH I NO NA I L I NCS NOTES
ALL DOOR, WINDOW AND OTHER BEARING WALL PENETRATIONS PLAN NOTATIONS:• GL: CLU-LAMINATED BEAM PANEL INTERMEDIATE Date Issue
ARE TO BE HEADERED WITH (3) 2x10's (MINIMUM) WITH A SINGLE 2x6 • BCI: I-JOIST APPLICATION SHEATHING EDGE (FIELD) ATTACHMENTS 08/13/14 • Progress Set
TRIMMER AND A SINGLE 2x6 KING STUD AT EACH END, LVL: LAMINATED VENEER BEAM
NAILING NAILING
UNLESS NOTED OTHERWISE. BEAM BEARING CONDITION:• 08/21/14
High Roof Framing Plan • Progress Set
�� �, INDICATES TOTAL NUMBER OF GANG STUDS 3/4" T. G. 8d RING SHANK NAILS0 08/25/14 • Progress Set
l (ALT. IOd COMMON)
\U -) TO BE LOCATED AT BEAM BEARING FLOORS APA RATED 6"o.c. IO"o.c. GLUED WITH SCALE: I/4"=1'-O" 08/2�/i4 Progress ress Set
t� Q LOCATIONS. ALL GANG STUDS ARE TO TRACK STURD-I-FLOOR CONST. ADHESIVE
I- R�-ENCS I NEERED ROOF TRUSSES l�J? DOWN TO FOUNDATION WALLS (U.N.O.) NOTES: I. REFER TO SHEET 51.1 FOR GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. NORTH 08/29/14 • Construction
1/2" APA 2. REFER TO ARCHITECTURAL DRAWINGS FOR MISC. ROOF PENETRATIONS. •
HEADER BEARING CONDITION:
MINIMUM STRUCTURAL DESIGN CRITERIA: • WALLS RATED 6"o.c. 12"o.c. 8d COMMON NAILS 3. ALL 2x AND LVL BEAMS ARE FLUSH-FRAMED (UNLESS NOTED OTHERWISE).
INDICATES NUMBER OF MULTIPLE TRIMMER AND
G-G, G-D 4. ALL TIMBER AND GLU-LAM ROOF BEAMS ARE DROPPED (U.N.o)
THE PRE-ENGINERED TRUSS SUPPLIER IS TO DESIGN ALL TRUSS MEMBERS l� 1 KING STUDS TO BE LOCATED AT HEADER BEARING 5. ALL ROOF MEMBERS ARE PRE-ENGINEERED TRUSSES O 24" oz. (UNLESS NOTED OTHERWISE).
IN ACCORDANCE WITH THE MINIMUM DESIGN CRITERIA NOTED BELOW l')��• LOCATIONS. MULTIPLE TRIMMER AND KING STUDS 5/5" APA RATED 6. INDICATES 2x6 0 16"o.c. KNEEWALL DOWN TO LOWER ROOF PLANE. Title • High Roof Framing Plan
ARE TO TRACK DOWN TO FOUNDATION WALLS (U.N.O.) ROOFS EXPOSURE I 6 o.c. 12 o.c. IOd COMMON NAILS
(ALL TRUSS CONNECTIONS AND BRIDGING BY TRUSS DESIGNER / SUPPLIER). J RATED 40/20 1. TRUSS DESIGNER / SUPPLIER IS TO PROVIDE SHOP DRAWINGS WITH PLAN LAYOUTS AND
T = TRIMMER STUDS ASSOCIATED CALCULATIONS FOR REVIEW BY THE ARCHITECT, GENERAL CONTRACTOR,
ALL TRUSS CALCULATIONS SUBMITTED TO THE ARCHITECT AND K = KING STUDS
TO THE ENGINEER OF RECORD MUST INCLUDE REFERENCE MISCELLANEOUS CONDITIONS: AND STRUCTURAL ENGINEER PRIOR TO TRUSS FABRICATION.
TO THESE DESIGN STANDARDS. . NOTES: I. USE REQUIREMENTS SHOWN ABOVE UNLESS NOTED OTHERWISE.
2. REFER TO THE 2012 INTERNATIONAL RESIDENTIAL CODE
I. ROOF LIVE LOAD (SNOW) = 40 psf - NOT REDUCED. JQl INDICATES COLUMN / STUDS l�yjl .\ INDICATES COLUMN / STUDS FOR ADDITIONAL SHEATHING REQUIREMENTS.
2. ROOF DEAD LOAD (TOP CHORD) = IS psf. l FROM A LEVEL ABOVE, q� POSTING DOWN TO FRAMING 3. EDGE NAILING PERPENDICULAR TO FRAMING MEMBERS REQUIREDS
3. ROOF DEAD LOAD (BOTTOM CHORD) = 10 psf. POSTING DOWN TO THE l MEMBER NOTED ON THE AT WALL PANELS ONLY. 2 . 4
` p ' ` CURRENT FRAMING LEVEL CURRENT FRAMING LEVEL ' ` '