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ROOF FRAMING PLAN NOTES
<br /> 1. GENERAL 2. ROOF 2.2. TYPICAL RIM JOISTS SHALL BE MINIMUM 1 1/2" LSL, UNO. REFER TO SHEAR WALL SCHEDULE f�
<br /> FOR ADDITIONAL REQUIREMENTS AT RIMS. till
<br /> 2.1. ROOF SHEATHING SHALL BE 19/32" APA RATED SHEATHING (32/16), EXPOSURE 1. UND
<br /> 1.1. ELEVATION AT TOP OF SHEATHING SHALL BE PER ARCH.
<br /> REFERENCE ARCHITECTURAL PLANS FOR FIREPROOF SHEATHING REQUIREMENTS. 2.3. TYPICAL HEADER SHALL BE 4x10 DF NO. 2, UNO.
<br /> 1.2. GRID LINES ARE TO FACE OF STUD AND CENTERLINE OF COLUMN. REFER TO ARCHITECTURAL
<br /> 3 r SAHL
<br /> DRAWINGS FOR DIMENSIONS NOT SHOWN. NAIL SHEATHING AS FOLLOWS: 2.4. SHEATH INSIDE OF PARAPET WALLS WITH 15/32" SHEATHING WITH 10d @ 6" AT PANEL EDGES
<br /> /� AND AT ALL FRAMING MEMBERS.
<br /> ROOF BOUNDARY(BN) 10d @ 6" \ 1201 First Avenue South, Suite 310
<br /> PANEL EDGES (EN) 10d @ 6" 2.5. TRUSSES SHALL BE PREFABRICATED WOOD TRUSSES ENGINEERED BY OTHERS. REFER TO
<br /> OTHER SUPPORTS, FIELD NAILING 10d @ 12" STRUCTURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. Seattle, Washington 98134
<br /> 206-402-5156 www lundopsahl.com
<br /> BLOCKING, INTERIOR RIM JOISTS &STRUTS 10d @ 6"
<br /> 2.6. TRUSSES SHALL BE DESIGNED FOR A 500 LB BOTTOM CHORD LOAD AT LOCATIONS NOTED.
<br /> NAILS SHALL BE FLUSH WITH THE FACE OF SHEATHING. 3., REFERENCE MECHANICAL DRAWINGS FOR EXACT LOCATION AND EXTENTS. REFER TO
<br /> STRUCTURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS.
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<br /> s STRUCTURAL WALL BELOW WITH LS90 1 + * + +++++
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<br /> HEADER(CONT WALL PLATES) 2x10 INFILL @ 16FRA"MOCING w/ I S6.05 S6.1' ' + 1i++ + +++++++++ it I I
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<br /> r== STRUCTURAL WALL BELOW WITH FLUSH0 Pr 2x10 FASCIA \' * +*�++`++ ++`+++�+ — — — 11 I i— — I — — 4 — I — — — —
<br /> BEAM (BREAK WALL PLATES) + ++ _ ++`+++++`+ + + + ++ + + + + + + + + + + - +:� �• + + + + + +
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<br /> BEAM PER PLAN OR HEADER PER NOTE 2.X. ,NI
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<br /> 4x12 DF#2 HEADER ' ++ ++:.tiFA/fING + ++++++++*+++++ ++*+++*+ +*+ ++++*+*+*+ +* ++++++++*+*+*+*+++++*+*
<br /> 1 JOIST HANGER PER NOTE 2.X. 3,,
<br /> �— ADD ORREPLACESHEATHING
<br /> AT(E) ROOF PER PER 9/S6.02, + + * '. + -- * * + * �* + + + + *_ * + + + Vail 'qire
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<br /> j/ A INDICATES OVERFRAMING (3 psf SUPER-IMPOSED) 11/S6.02, SEE NOTE N
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<br /> ++++++++++++ ADD OR REPLACE SHEATHING AT EXISTING /3,. . NORTH ADDITION
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<br /> ROOF FRAMING
<br /> RT INDICATES PRE-ENGINEERED ROOF TRUSS REMOVE (E) BEAMS
<br /> @ 24" OC. PLAN
<br /> GT INDICATES PRE-ENGINEERED GIRDER TRUSS.
<br /> DT INDICATES PRE-ENGINEERED DRAG TRUSS. Sheet Number
<br /> SEE DETAIL 5/S6.05.
<br /> JT INDICATES PRE-ENGINEERED JACK TRUSS
<br /> @ 24" OC.
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<br /> ROOF FRAMING PLAN - NORTH ADDITION S2 • O4
<br /> Scale: 1/8" = 1,_0,.
<br /> North
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