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111-8 9/16" X 6'-11"
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SUPPLIER TO REVIEW SCHEDULE FOR ACCURACY,
SEE FLOOR PLANS FOR ANY ADDITIONAL NOTES
AND OR INFORMATION
WINDOW t DOOR OPENINGS LABELED ON FLOOR PLANS.
DISTRIBUTOR TO FURNISH FINISHED SCHEDULE INCLUDING
MODEL NUMBER, QUANTITY, ROUGH OPENING, U -VALUES,
SHGC AND ALL NOTES SPECIFIC TO THE OPENING,
A COPY OF THE SCHEDULE SHOULD BE ATTACHED TO AND
SUBMITTED WITH THE PLAN WHEN APPLYING FOR PERMITS.
R311,1.4,1 RISER HEIGHT,
THE MAXIMUM RISER HEIGHT SHALL BE 8 1/411
,
THE RISER SHALL BE MEASURED VERTICALLY BETWEEN
LEADING EDGES OF THE ADJACENT TREADS.
THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS
SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8",
R311,14,2 TREAD DEPTH,
THE MINIMUM TREAD DEPTH SHALL BE NINE INCHES,
THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY
BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF
ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING
EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS
SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8" INCH.
WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH EQUAL
TO THE TREAD DEPTH OF THE STRAIGHT RUN PORTION OF THE STAIRS
MEASURED AS ABOVE AT A POINT 12 INCHES FROM THE SIDE WHERE
THE TREADS ARE NARROWER. WINDER TREADS SHALL HAVE A
MINIMUM TREAD DEPTH OF THREE INCHES AT ANY POINT. WITHIN ANY
FLIGHT OF STAIRS, THE GREATEST WINDER TREAD DEPTH AT THE 12 INCH
WALK LINE SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8",
R312,I GUARDS REQUIRED.
GUARDS SHALL BE LOCATEDALONG OPEN -SIDED WALKING SURFACES,
INCLUDING STAIRS, RAMPS, AND LANDINGS, THAT ARE LOCATED MORE
THAN 30" TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36"
HORIZONTALLY TO THE EDGE OF THE OPEN SIDE, INSECT SCREENING
SHALL NOT BE CONSIDERED A GUARD,
R311,11 HANDRAILS.
HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE
OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH 4 OR MORE RISERS.
R311,1.1.1 HEIGHT,
HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPE PLANE
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LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES,
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EXACT SIZE, LOCATION
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SIMPSON H2.5 HURRICAINE TIES
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BURLINGTON, MA
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FAX (781)229-6394
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NO. ;7g73
DATE: 211 zf4/ Z ' DATE:
GENERAL NOTES:
1. REFERENCE ASSESSORS MAP 128, LOT 11.1. REFERENCE
DEED RECORDED AT BOOK 13675, PAGE 76 OF BARNSTABLE
REGISTRY OF DEEDS.
2. REFERENCE PLAN ENTITLED 'SECTION B, DRIFTWOOD ON
BASS RIVER, YARMOUTH, MASS. SURVEYED FOR HERBERT J.
KAISER, MAY 1950 RECORDED AT BARNSTABLE REGISTRY OF
DEEDS AT PLAN BOOK 120, PAGE 119.
5. REFERENCE ROOD INSURANCE RATE MAP 250015 0002 D.
DATED 2 JULY 1992. THE 100 -YR FLOOD ELEVATION IS 5 NGVD.
6. TOP OF BANK, TOE OF BANK AND BORDERING VEGETATED
WETLANDS FLAGGED BY HAINES HYDROGEOLOGIC CONSULTING.
7. ZONING DISTRICT IS R-40.
LEGEND:
— �— EXISTING 2 -FOOT CONTOUR
— �— EXISTING 10- FOOT CONTOUR
�-- PROPOSED CONTOUR
PROPOSED EDGE OF PAVEMENT
----- EXISTING STRUCTURE
PROPOSED STRUCTURE
TOP OF BANK
TOE OF BANK
BORDERING VEGETATED WETLAND
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O STEEL PIPE
APPROVED
I ^DR 24 MIM
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(0)v'C KING'S HIGHWAY
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NO. DATE DESCRIPTION BY
1 20 APR 12 LANDSCAPING ADDED JEM
c PR SED SITE PLAN
24 ERIKS PATH
YARMOUTH, MA
SCALE: 1" - 20'
DATE: 22 MARCH 2012
OWNER & APPLICANT: ROBERT K. LEE
4 HIDDEN ROAD
WESTON, MA 02493
COMMONWEALTH DESIGN
320 Conant Road
Weston, MA 02493 Telephone: 781 726-1820
Email: Commonwealthdesign®verizon.net
GRAPHIC SCALE
20 0 10 20 40
FEET)
1 inch = 20 ft
SHEET 1 OF 1 JOB 201010
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