BP-71642GENERAL NOTES _
* THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION - Zxco {-T i
MEANS, METHODS, CO-ORDINATION OF OTHER TRADES AND TECHNIQUES TO %
GENERAL PRODUCE A SOUND AND QUALITY BUILDING. ALL DIMENSIONS, ELEVATIONS AND s x
CONDITIONS MUST BE VERIFIED BY THE GENERAL CONTRACTOR OR RESPONSIBLE
* ALL MATERIALS, WORKMANSHIP AND DETAILS SHALL CONFORM TO THE 2009 TRADES PRIOR TO PRODUCTION OF SHOP DRAWINGS AND/OR COMMENCEMENT OF THE ;
INTERNATIONAL RESIDENTIAL CODE WITH THE MASSACHUSETTS STATE AMENDMENTS WORK.
(8TH EDITION) AND THE REFERENCE STANDARDS INCLUDED THEREIN THAT ARE
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APPLICABLE TO THIS PROJECT. * ALL MATERIALS, WORKMANSHIP AND DETAILS OF NEW STRUCTURAL LUMBER SHALL r
CONFORM, AS APPLICABLE, TO THE AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) i
* THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE CONTRACT WOOD FRAME CONSTRUCTION MANUAL (WFCM) GUIDE TO WOOD CONSTRUCTION IN I
DRAWINGS.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE HIGH WIND AREAS FOR ONE AND TWO FAMILY DWELLINGS, 110 MPH EXPOSURE B, USING
PROJECT ENGINEER BEFORE PROCEEDING WITH THE AFFECTED WORK. ANY THE COMMONWEALTH OF MASSACHUSETTS CHECKLIST.
VARIATIONS OR SUBSTITUTIONS OF MATERIALS OR DETAILS FROM THOSE
INDICATED ON THE DRAWINGS MAY BE MADE ONLY WITH PRIOR APPROVAL OF THE DESIGN LOADS Nb
PROJECT ENGINEER. ! _
THE NEW BUILDING STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LOADS IN }
* NO MAIN FRAMING OR STRUCTURAL MEMBERS ARE TO BE MODIFIED, ALTERED OR ACCORDANCE WITH THE 2009 INTERNATIONAL RESIDENTIAL CODE WITH THE } }
CUT WITHOUT THE APPROVAL OF THE PROJECT ENGINEER. MASSACHUSETTS STATE AMENDMENTS (8TH EDITION) AND ASCE 7-05.
* THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOB SAFETY DURING SNOW LOAD: GROUND SNOW LOAD Pg=30 PSF
CONSTRUCTION INCLUDING BUT NOT LIMITED TO SHEETING, SHORING AND GUYING DRIFTING AND SLIDING SNOW INCLUDED WHERE APPLICABLE. !'
STRUCTURES, BARRIERS AND SIGNAGE. LIVE LOADS
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* LIVING AREAS - 40 PSF i L...}•
* ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE *DECKS - 60 PSF
ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHOP DRAWINGS AND SPECIFICATIONS., 1
WIND: BASIC WIND SPEED (THREE SECOND GUST) V=[110 MPH] W r !
* UNLESS OTHERWISE INDICATED, DETAILS SHOWN ON ANY DRAWING ARE TO BE WIND IMPORTANCE FACTOR Iw=[1.0]
CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. WIND EXPOSURE CATEGORY =EXPOSURE CATEGORY [B]
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is t Cotton/Yavner Residence Leabman Real Estate Services LLC
0 521 Smith Neck Road 1490 Central Avenue, Needham, NIA, 02492
} S. Dartmouth, MA 02748 Tel: (617) 529-3449 Fax: (781)559-3326
mleabman@rcn.com
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oor Plan / Elevations
°• October 24
Date: Oct , 2013
c. 2013
Project: Architect:
Entry/ Porch
r' '} Cotton/Yavner Residence Leabman Real Estate Services LLC
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521 Smith Neck Road .1490 Central Avenue, Needham, MA 02492
S. Dartmouth, MA 02748 Tel: (617) 529-3449 Fax: (781)559-3326
mleabman@rcn.com