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SHEAR PANEL SCHEDULE (REV. 14 AUG 2003)
NOTES: 1.3x FOUNDATION PLATE (2x SILL AT SECOND FLOOR) AT SHEAR WALL <5> ONLY. (STAGGER PLYWOOD EDGE NAILING). SHEAR WALLS
<3> & <4> HAVE BOLTS DESIGNED FOR LESS THAN 50% CAPACITY AND DO NOT EXCEED 600 PLF SO MAY HAVE 2x SILL PLATES.
(518" DIAMETER BOLT= 600 # (TABLE 23-111-B-1) x 1,33 (2316.2.3.2)= 800 # PER BOLT/ 2 = 400 #PER BOLT).
3x FOUNDATION PLATE IS ALSO REQUIRED WHENEVER WOOD STRUCTURAL PANELS OCCUR ON BOTH SIDES.
2.3x POSTS AT 48" O/C AT ADJOINING PANEL EDGES AT SHEAR WALLS <2> & <3>, 4x POSTS AT48" O/C AT SHEAR WALLS <4> & <5>,
3. NO SMEAR PANEL WIDTHS LESS THAN 2'-0- ALLOWED (le. 4=6" WIDTH- USE 2-0" AND 2=6" PANELS). ALL EDGES SHALL BE BLOCKED.
4. ANCHOR BOLT SPACING AT SLAB AND A35 SPACING ON TOP OF SHEAR WALL ONLY OCCURS WHERE SHEAR PANELS OCCUR
(NOT ENTIRE LENGTH OF WALL). USE 12" LONG ANCHOR BOLTS A T 2x SILL AND 14" ANCHOR BOLTS AT 3x SILL.
5. NAILS SHALL BE COMMON OR GALVANIZED BOX. (GALVANIZED NAILS SHALL BE HOT -DIPPED OR TUMBLED). NAILING APPLIES TO ALL
STUDA PLATES AND BLOCKING. ALL EDGE NAILING AT TOP PLATES SHALL BE TO UPPER TOP PLATE. STAGGERING OF MAILS TO
FRAMER'S PLATE IS NOT ACCEPTABLE.
6. NAILS SHALL BE SPACED NOT LESS THAN 1/2" FROM PANEL EDGES AND NOT LESS THAN 3/8" FROM EDGE OF STUDS
7. WOOD STRUCTURAL PANELS SHALL CONFORM TO U.B.C. STANDARD 23-2 OR 23-3.
EXTEND SHEAR PANEL FROM FLOOR TO FLOOR SHEAR VALUE 'SIMPSON A35" 5/8" DIA x 12" SILL PLATE
OR FLOOR TO ROOF SHEATHING ABOVE (TYPICAL) PER U.B.C. FROM WALL TO LONG ANCHOR
NAILING
STUD SPACING TO BE 16" O/C (TYPICAL) TABLE 23414-1 RIM JOIST OR FROM BOLT SPACING AT SECOND
ROOF TO PLATES (USE l r AT <5>) FLOOR
5/8" THICK PLYWOOD PANEL SIDING 240 PLF 24" O/C 24" O/C 16d AT 4" O/C
WITH 8d NAILS AT 4v O/C EDGES AND
12" O/C IN FIELD [3x STUDS ft 48" O/C)
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�-' 3-05 4" THICK CONCRETE SLAB ON 2" SAND OVER 6 MIL "VISQUEEN" VAPOR
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BARRIER ON 2" SAND WITH 6 x 6„ x #10 x #10 WELDED WIRE MESH Ito
CENTER OF SLAB.
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5-720
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WEAVE WITH 17 GAUGE ROLL -FORMED RMED CHAN NEL FRAME WITH ALL
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6x 12 DOUG FIR #1 OR BETTER HEADER
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19132 „ APA RATED OSB SB ROOF SHEATHING (LG.B.O REPORT NO. NER 108
9-23
48124 SPAN RATING LAY PERPENDICULAR WITH RAFTERS AND NAIL WITH lod
4-
NAILS AT 6" OIC EDGES AND BOUNDARY AND 12" OIC IN FIELD.
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6-691
ENGINEERED MONO HIP TRUSSES AT 24" ON CENTER W11TH SLOPING
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BOTTOM CHORD
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6-695
FLA i BOTTOM ENGINEERED ROOF TRIJS.SFS..T 24' 0!C
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FLAT BOTTOM ENGINEERED JACK TRUSSES AT 24" O/C
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GIRDER TRUSS (PROVIDE DOUBLE 2 x 4 STUDS EACH END - TYPICAL UON1
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(D USLc ,'R; SS iF REQUIRED - SEE TRUSS MANUFACTURER`S'
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SOLID 2x EAVE BLOCKING WITH 'SIMPSON A35" CLIPS AT 24" OIC TO EACH
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BLOCK. SEE SHEAR PANEL SCHEDULE FOR ADDITIONAL "SIMPSON A35"
3
CLIPS TO EAVE BLOCKING. PROVIDE 'SIMPSON H1" CLIPS AT 24" ON CENTER
FROM EACH ROOF TRUSS (OR RAFTER) TO DOUBLE TOP PLATES (OR BEAM).
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("H1 SPACING AT 24" ON CENTER STILL OCCURS AT SHEAR WALLS /N
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ADDITION TO A35`S)
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7-126
NEW STANDING -SEAM METAL ROOFING OVER BITUTHENE
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5/8' THICK PLYSAWN PLAIN (APR 303 -18 -SW WITH NO GROOVES) EXTERIOR
GRADE PLYWOOD SiDiiNG OVER ONE LAYER 16 LB. FELT WITH 8d GALVANIZED
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NAILS AT 4" ON CENTER AT ALL PANEL EDGES AND 12" ON CENTER IN FIELD.
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PERIMETER (PAINT)
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9-23
"FRY PCS -75-V-300" 3" WIDE CONTINUOUS ALUMINUM VENTED CHANNEL.
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SCREED (COLOR TO MATCH STUCCO)
9-25
"FRY 75-25-257 1/4" WIDE CONTINUOUS ALUMINUM CONTROL JOINT (COLOR
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9-110
STUCCO SOFFIT (USE HIGH -RIB METAL LATH AT ALL HORIZONTAL
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APPLICATIONS)
c
9-718
OPEN TO HIGH FLAT CEILING ABOVE
15-13
PROVIDE POLYMER CONCRETE TRENCH DRAIN WITH REQUIRED
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ACCESSORIES AND SNAP -FIT FIBERGLASS RESIN COMPOSITE GRATE (3,500#k
RATING) 4K100S" BY "ACO DRAIN" (800) 543-4764 OR EQUAL. INSTALL PER.
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MANUFACTURER'S INSTRUCTIONS. PROVIDE A MINIMUM OF 4 INCHES
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CONCRETE COVER AROUND CHANNEL AND SET TO FINISH FLUSH WITH TOP
OF FLOOR SLAB.
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CEILING MOUNTED LIGHT FIXTURE (SEE ELECTRICAL)
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Patricia A.Marrujo Park
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II MAR 2004
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3377 02-670
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P Framing, Reflected A�4
C) 04 Ceiling &Section
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