HomeMy WebLinkAboutBuilding Structural Calculations 2009-6-18 (2) KEATING ENGINE G LLC PROJECT BLUE HORIZON HOMES-PAUL RAKOCZY
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.{'. y� - 159 EAST SIXTEENS AVENUE ADDRESS SOREN MEADOWS (11&A ST SPFLD)
EUGENE OREGON 97401 SCOPE LATERAL AND GRAVITY LOADS FOR DATE 06-18-09
PHONE 541242-0613 FAX 541242-0614 SMALL HOUSE ON LOT 5 SORNE MEADOW. PROJECT NO 09-41
email: keatingenq @ms DESIGNER STEVE KEATING REVISED
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STRUCTURAL CALCULATIONS
APPLIED LOADS
ROOF LIVE LOAD 251 PSF 1
ROOF DEAD LOAD 15 PSF
FLOOR LIVE LOAD 1500 PSF
FLOOR DEAD LOAD
LATERAL LOAD(WIND) •
SOIL ALLOWABLE BEARING
NOTES: STEEL CONNECTORS BY"SIMPSON"OR APPROVED EQUAL
CONCRETE REINFORCING GRADE 40 FOR BEND#4 DOWELS AND GRA
�/ ? •ROFFS 60 FOR FOOTING AND SETME WALL CONTINUOUS BARS
,�Gc INEF9 d'i42 BOLTS ASTM GRADE 325 OR A36
• I'18 RE i r CONCRETE 28 DAY STRENGTH 2500 PSI FOR DESIGN AND 3500 PSI
• A RECOMMENDED FOR DURABILITY
EXPIRES 630-Pi
•
CONTENTS
DATED 6-22-2009 DETAILS
CALCULATIONS
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4 ' _ SHEAR WALL SCHEDULE (SEPLOOR PLAN KEY)
i WALL SHEATHING NAILING FRAMING HOLD DNS UNIT NOTES
MARK PANEL EDGE FIELD STUDS PLATES CHORDS BLK'G BRACKET NONE SHEAR 145 ABCF
I • PSW101 %"CDX PLY 6 "0.0 12 "O.C. 2X6 2X6 (2)2X6 2X6 NONE
•
OR 7/16"OSB 16"O.C.
PSW102A W CDX PLY 2 "O.C. 12 "O.C. 4X6 2X6 4X6 4X6 NONE NONE 557 A B F
` OR 7/16"OSB 16"0.C.
SW102B %"CDX PLY 6 "O.C. 12 "O.C. 2X6 2X6 (2)2X6 2X6 NONE NONE 125 A B F
_ OR 7/16"OSB 16"0.C.
SW103A %"CDX PLY 6 "O.C. 12 "O.C. 2X6 2X6 (2)2X6 2X6 NONE NONE 228 A B F
OR 7/16"OSB 16"0.C.
PSW103B %"CDX PLY 6 "O.C. 12 "O.C. 2X6 2X6 (2)2X6 2X6 NONE NONE 23 A B F
BOTH SIDES 16"0.C.
PSW104 W CDX PLY 6 "O.C. 12 "O.C. 2X6 2X6 2X6 2X6 NONE NONE • 234 ABCF
OR 7/16"OSB 16"O.C. •
PF104 PHD2 (3)J-BOLT
PORTAL %"CDX PLY BASE 439 EA END
OR 7/16"OSB 3"O.C. 12 "O.C.• 4X6 2X6 4X6 4X6 WITH(2) PHD2 NOTE B C
SHTG ST6224 VERTICAL
TOP SHTG
SW105 %i'CDX PLY 3 "O.C. 12 "O.C. 2X6 2X6 (2)2X6 2X6 PHD2 SSTB14 460 A B F
OR 7/16"OSB 16"O.C.
PSW201 'W CDX PLY 6 "O.C. 12 "O.C. 2X6 2X6 (2)2X6 2X6 NONE NONE 103 B F
OR 7/16"OSB 24"O.C.
PSW202 '/i'CDX PLY 6 "O.C. 12 "O.C. 2X6 2X6 (2)2X6 2X6 NONE NONE 46 B C F
OR 7/16"OSB 24"0.C.
PSW203 '/i'CDX PLY 6 "O.C. 12 "O.C. 2X6 2X6 (2)2X6 2X6 NONE NONE 46 B F
OR 7/16"OSB 24"0.C.
PSW204 '/"CDX PLY 6 "O.C. 12 "O.C. 2X6 2X6 (2)2X6 2X6 NONE NONE 138 B C F
OR 7/16"OSB 24"O.C.
PSW205 ''/:"CDX PLY 4 "O.C. 12 "O.C. 2X4 2X4 (2)2X4 2X4 NONE NONE 303 B D F
OR 7/16"OSB 24"O.C. - -A. INSTALL 1/2 X 10 J-BOLTS IN FOUNDATION AT 46"0.0 FOR FULL LENGTH OF WALL UNLESS NOTED OTHERWISE
B. SHEATHING MUST JOINTED ON BLOCKING
C. LOAD PATH FROM ROOF SHEATHING TO BE NAILED TO FREIZE BLOCK,WITH SIMPSON A34 BRACKED BETWEEN EACH
FREIZE BLOCK AND THE PLATE (297 PF ALLOW FOR A34 AND 75 PLF ALLOW FOR H2.5 TRUSS CLIP=372 PLF)
D. LOAD PATH FROM ROOF SHEATHING TO BE NAILED TO FREIZE BLOCK AND TRANSFERED TO TRUSS CLIPS USING
SIMPSON A35 AT 24"O.C.
E. LOAD IS TRANSFERRED TO SHEAR WALL WITH CLIPS SPECIFIED IN(C)OR(D)ABOVE FOR FULL LENGTH OF WALL LINE
F. ALL OSB SHEAR WALL PANELS MUST BE INSTALLED HORIZONTALLY UNLESS NOTED,WITH JOINTS STAGGERED 32"MIN. .
ALL PANELS ON 2-STORY SECTIONS TO BE JOINTED AT RIM JOISTS FOR CONTINUITY-PLYWOOD OR OSB SIDING MAY BE
INSTALLED VERTICALLY,WITH JOINTS SPACED TO MAXIMUM EXTENT OF SIDING TYPE(48"USUAL)
G. SHEAR WALL PANELS ATTACHED TO INTERIOR AND EXTERIOR FACE OF WALL WITH JOINTS