SALEM 7 VISTA AVENUE 11 9 2023 1 TITLE N
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[) [) ITION SIN LE f= MILY E) WELLIN LU
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SCOPE OF WORK WINDOWS LI VIST VENUE �
ALL WINDOWS SHALL BE ANDERSEN
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REMOVE SECTION OF EXISTING OP UNITS - DOUBLE PANE OPEN UNITS
LOW-E GLAZING Ul J
DECK AT REAR OF HOUSE AND CONSTRUCT
%5 LEM /
ONE STORY ADDITION (24'-2" X 15'-0 11)
LIFE 6AFETY DEVICES
GENERAL NOTES ALL SMOKE ALARMS SHALL BE PHOTOELECTRIC TYPE
C)fRAWING INDEX
SMOKE ALARMS LISTED IN ACCORDANCE WITH
UL 21-1 AND UL 2034, AND SHALL BE INTERCONNECTED AND
A LICENSED CONTRACTOR (WITH VALID CONSTRUCTION INSTALLED IN ACCORDANCE WITH NFPA -12
SUPERVISORS LICENSE, HIC REGISTRATION AND CURRENT 0 1_ LU
,4 - 1.1 TITLE S�-I��T � ALL CAROON MONOXIDE ALARMS SHALL BE LISTED IN � (� LU
WORKERS COMPENSATION INSURANCES SHALL OBTAIN ALL ACCORDANCE WITH UL 2034, AND INSTALLED IN ACCORDANCE c� �
REQUIRED PERMITSBEFORE COMMENCING ANY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC)
A - 1.2 EXISTING FIRST FLOOR/FOUNDATION PLAN WORK ON PROJECT SECTION R315, 248 CMR AND NFPA 120 AND THE
MANUFACTURERS INSTRUCTIONS AND SHALL BE INTERCONNECTED.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS,
14 - 1.3 FIRST FLOOR PLAN TECHNIQUES, SCHEDULING AND SAFETY FOR PROJECT -4
ENTIRE STRUCTURE TO BE UPGRAED WITH NEW SMOKE AND CARBON 4
ALL WORK SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE MONOXIDE DETECTORS AS REQUIRED FOR NEW CONSTRUCTION d) Q
A - 1.4 FRAMING PLANS (IRC) 2015 EDITION AND ALL APPLICABLE MASSACHUSETTS AMENDMENTS
AND ANY AND ALL OTHER APPLICABLE
A - 1,5 ELEVATIONS/SECTION 4 DETAIL& STATE AND LOCAL CODES AND ZONING ORDINANCES MECHANICAL/HVAG
CONTRACTOR TO VERIFY ALL MEASUREMENTS
AND FIELD CONDITIONS AT SITE A LICENSED PLUMBER/HVAC TECHNICIAN AND/OR
MECHANICAL ENGINEER (IF NECESSARY) TO EVALUATE
CONTRACTOR TO MAINTAIN SITE IN CLEAN AND EXISTING HEATING SYSTEM, AND TO DESIGN ANY ADDITIONAL
SECURE CONDITION FOR BOTH WORKERS AND UNITS, EQUIPMENT 4 DUCTWORK NECESSARY TO SERVICE NEW ADDITION V
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t`' '� � �,�• - r CONTRACTOR TO REMOVE ALL DEBRIS TO A �
• + y f . . -L : `•- PROPERLY- _ OERLY LICENSED SOLID WASTE
� - A DISPOSAL FACILITY INTERIOR FINISH � Z
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
* ire REPAIRING ANY DAMAGE CAUSED DURING THE ALL INTERIOR WALLS 4 CEILINGS TO BE
.r CONSTRUCTION OF THIS PROJECT 1/2 GYPSUM BOARD W/SKIM COAT OF PLASTER
ALL ELECTRICAL 4 PLUMBING WORK SHALL BE ALL PAINT TYPES 4 COLORS TO BE SELECTED BY lu
- • PERFORMED BY LICENSED ELECTRICIANS 4 PLUMBERS OWNER AND SUPPLIED 4 INSTALLED BY CONTRACTOR '
' . ALL FLOOR FINISHES SUCH AS HARD WOOD FLOORING,
CARPETING, TILE ETC, TO BE SELECTED BY OWNER AND LU
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SUPPLIED 4 INSTALLED BY CONTRACTOR tt
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1 F ���i�* . •e�•- ` no ALL WINDOW 4 DOOR TRIM, CASING AND/OR MILLWORK, Z
BASEBOARD, CROWN MOLDING ETC. TO BE SELECTED BY Cn
OWNER AND SUPPLIED 4 INSTALLED BY CONTRACTOR
FRAMING NOTES
STREET VIEW FRAMING LUMBER TO BE SPLICE-PINE-FIR, #2 GRADE OR BETTER ALL FASTENING OF MULTIPLE LVL VERSA-LAM BEAMS TO
BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS
ALL LVL BEAMS TO BE BOISE CASCADE VERSA-LAMS
2,0 3100 SP ALL CUTTING AND NOTCHING OF I-JOISTS, LVL BEAMS AND ANY
ENGINEERED LUMBER TO BE IN ACCORDANCE WITH
ALL STRUCTURAL POSTS SUPPORTING LVL BEAMS TO BE MANUFACTURES SPECIFICATIONS
BOISE CASCADE VERSA-LAMS 1.8 GENERAL CONTRACTOR SHALL MONITOR ALL SUB-CONTRACTORS TO ASSURE
ALL EXTERIOR WALL SHEATHING TO BE 1/2" ZIP BOARD W/ALL JOINTS ALL CUTTING AND NOTCHING OF FRAMING MEMBERS IS PERFORMED
a SEALED W/ZIP SYSTEM TAPE IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE (IRC 2015) °
AND ALL APPLICABLE MASSACHUSETTS AMENDMENTS O
o SUBFLOOR TO BE 3/4II T4G STURDI-FLOOR zO
ALL FASTENING OF LUMBER TO BE IN ACCORDANCE WITH THE FASTENING o
ALL PLYWOOD SUBFLOORS TO BE GLUED TO THE FRAMING MEMBERS SCHEDULE OF THE INTERNATIONAL RESIDENTIAL CODE (IRC 2015) AND O
WITH AN APPROVED ADHESIVE PRIOR TO NAILING ALL APPLICABLE MASSACHUSETTS AMENDMENTS Q O
� fc ALL JOISTS AND RAFTERS TO HAVE A MIN, 1 1/2" BEARING ON WOOD OR O
STEEL AND A MIN. 3 BEARING ON MASONRY, UNLESS SUPPORTED BY ALL BOLTS, NAILS, HANGERS, NUTS AND FASTENERS USED IN EXTERIOR O o0
APPROVED METAL HANGERS LOCATIONS TO BE HOT-DIPPED, ZING-COATED, GALVANIZED STAINLESS STEEL Q O O
OR OTHER CORROSION-RESISTANT MATERIAL O
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JOISTS SHALL BE LATERALLY SUPPORTED AT POINTS OF SUPPORT BY
FULL-DEPTH SOLID BLOCKING ALL LUMBER USED IN EXTERIOR LOCATIONS TO BE PRESSURE-TREATED LUMBER, a
' OR OTHER APPROVED TYPE OF MATERIALS TO RESIST DAMAGE FROM O a
we ALL BEAMS TO HAVE A MIN, BEARING OF 3" AT ALL END AND INTERMEDIATE
SUPPORTS, UNLESS OTHERWISE SPECIFIED BY MANUFACTURER EXPOSURE TO THE WEATHER O 00
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ALL JOIST AND BEAM HANGERS TO BE SIMPSON STRONG-TIE HANGERS CONTRACTOR TO PROPERLY BRACE FRAMING DURING CONSTRUCTION TO ASSURE o
STRUCTURE CAN SUPPORT ALL IMPOSED LOADS. CONTRACTOR TO TAKE NECESSARY 0O
4 ALL JOIST AND BEAM HANGERS TO BE FASTENED USING APPROVED PRECAUTIONS TO MAKE SURE MATERIALS ARE STORED PROPERLY SO AS NOT TO O O
' o`o JOIST HANGER NAILS OR APPROVED EQUIVALENT OVERLOAD ANY AREAS OF THE STRUCTURE, IN PARTICULAR THE MIDDLE THIRD O
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j , Salem Mouth Soc OF ANY JOIST OR RAFTER SPANS O
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