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REQUIREMENTS
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AWC Guide to Wood Construction
Massachusetts Checklist for
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in High Wind Areas: 110 mph Wind Zone
Compliance (780 CMR 5301.2.1.1)
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51-Alr�ANAIIA- CUIN' J_` PI'TAL FOP �,X\Ai`i
THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED
BY AND WAS BASED ON THE FLOOR
PLANS
AND ELEVATIONS PROVIDED, ANY CHANGES
TO THESE
PLANS OR FIELD CHANGES MADE MAY RENDER THE
REQUIREi EI T UTLINED IN THIS DOCUMENT NULL AND VOID AND COULD RESULT IN NON-COMPLIANCE WITH
THE
REQUIREMENTS OF THE WIND DESIGN.
-- --- ------- . . .. . . . . . . . . . . . .... ..... ..................................................................................
SHEARWALL PANEL ----------NAILING - ._....._I'
SCHEDULE
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SOLE PLATE CONNECTION SCHEDULE
CONNECTION TO FLOOR RIM BOARD
WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD
(3) -16d COMMON NAILS PER 16"
(3) -16d COMMON NAILS PER 16"
IG
(4) -16d COMMON NAILS PER 16"
CONNECTION TO CONCRETE FOUNDATION
FOUNDATION SILL PLATE CONNECTION TO CONCRETE
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REQUIREMENTS
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ENGINEERING
CONSULTANTS
51rui - CMI - envi"Mminental
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MARK A,
MCKENZIE
CIVIL
No. 39068
4
JOB#: 24-015 SHEET
DATE: 02-02-2 '24
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SCALE: NONE