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GENERAL NOTES (See also Project Specifications):
1. The deneral Conditions state that the Contract Documents are complimentary.
2. Provide the services of a Massachusetts Registered Surveyor to layout structure on site
and establish existing elevations_ Elevation of finished floor shall be established by
Architect with elevation information provided by Surveyor.
3. The General Contractor is responsible for all the work.
A. Build and install parts of the Work level, plumb square and in correct position.
B. Make joints tight and neat. If such is impossible, apply moldings, sealant or other
joint treatment as directed by Architect.
C. Under potentially damp conditions, provide galvanic insulation between different
metals which are not adjacent on the galvanic scale.
D. Apply protective finish to parts of the Work before concealing them. For example,
paint door tops, bottoms, glazing stop$, glazing rebates, and hardware cutouts before
hanging doors, and paint corrodible mounting plates before installing parts over them.
E. Where accessories are required in order to install parts of the Work in usable form
and to make the Work perform properly, provide such accessories. If special tools
are required to maintain, adjust and repair products, provide them.
F. Follow manufacturer's instructions for assembling, installing and adjusting products.
Do not install products in a manner contrary to the manufacturer's instructions
unless authorized in writing by the Architect.
d. Adjust and operate all items of equipment, leaving them fully ready for use.
H. The division of the Documents into Architectural, Structural, Electrical, Mechanical,
Plumbing and Civil components Is not intended as division of the Work by trade or
otherwise.
I. Provide utility installations from lot line to house including underground electrical,
water, telephone and CATV to comply with all local codes and requirements.
J. Concrete shall have compressive strength of 3000 psi ® 28 days for walls and
3500 psi @ slab work, and reinforcing rods & woven wire fabric (WWF) per drawings.
Where noted, provide hard steel trowel finish on slabs.
Dampproofing shall be factory manufactured semi—mastic consistency from asphalts
and mineral fibers, and installed on all walls and footings.
Piers for decks shall be concrete filled Sonotube forms.
4. The General Contractor shall verify all dimensions at the site and shall notify the
Architect of any discrepancies before proceeding with the Work or purchasing materials
or equipment. Verify critical dimensions in the field before fabricating items which must
fit adjoining construction.
5. All details are typical unless otherwise noted and are not necessarily shown in the
Documents at all locations where they occur.
6. The Architectural Documents govern the location of all Electrical and Mechanical items
installed as a part of the Work.
7. Existing items which are not to be removed and are damaged or removed in the course
of the Work shall be repaired and replaced in like new condition without cost.
ADDITIONS & RENOVATIONS
TO
THE COOPER RESIDENCE
8. Existing surfaces disturbed during the course of the Work shall be reconstructed and
finished to match adjoining surfaces. Patched areas shall be finished in such a manner
as to provide visual and structural continuity across the entire affected surface.
9. All voids created or surfaces disturbed I resulting from cutting, removal or installation of
elements as part of the Work shall be filled and finished to match adjoining construction.
10. Except as provided in the Documents, 'Ino structural member or element shall be cut
without written approval of the Architect. The General Contractor shall coordinate all
cutting and shall advise the Architect Iof any potential conflicts with new or existing
structure.
11. Demolition work shall only be carried lout once all temporary shoring and bracing is in
place. Removal of all temporary supports shall be completed only after new work is secure
and complete.
12. All materials, equipment and workmanship shall conform to the requirements of
authorities having jurisdiction of the Work.
13. All materials and equipment shall comply with the Occupational Oafety and Health Act,
including all amendments.
14. All materials and equipment shall conform to the requirements of authorities having
jurisdiction regarding not using or installing asbestos or asbestos—containing materials.
15. All paint used on all products and assemblies shall conform to A.N.S.I. Z66.1,
Specifications for Paints and Coatings I Accessible to Children to Minimize Dry Film Toxicity.
16. All warranties, guarantees and service l maintenance agreements shall commence on the
date of Substantial Completion of the Work or of the item being guaranteed, whichever is
later, so that the Owner may receive I,full use of the item for the guarantee or warranty
period.
17. dENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION:
A. Seal cracks and openings to make the exterior skin of the building tight to water and
air entry.
B. Provide adequate blocking, bracing,l nailers, fastenings and other supports to install
parts of the work securely. Blocking, bracing, nailers, fastenings and other supports
shall be of a type not subject to deterioration or weakening as the result of
environmental conditions or aging.
C. Perform cutting and patching for all trades. Patch holes where ducts, conduit, pipes
and other products pass through or are being removed from existing construction.
D. Provide chases, furred spaces, trenches, covers, pits, foundations and other
construction required in conjunction with the Work. If such construction is not
shown on the Drawings, coordinate l with Architect for sizes and placement.
E. Provide and coordinate access doors and panels as required for access to equipment
requiring adjustment, inspection, maintenance or other access and as required for access
to spaces not otherwise accessible,! such as attics and crawl spaces.
F. Check Drawings and manufacturers' literature for requirements for bases, pads, and
other supporting structures. Provide such structures. Remove supporting structures
associated with removed equipment and patch remaining 'surfaces.
C. As part of one year warranty specified in the General Conditions, repair cracks and
other damage which occur as a result of settlement and shrinkage during the first year
after Substantial Completion.
18. All work shall conform to the applicable sections of the Massachusetts State Building
Code, Ninth Edition. For residential projects, particular attention shall be paid to Chapter
36 — One & Two Family Dwellings, especially Table 3606.2.3 "Fastener Schedule for Structural
Members" and Guide to Wood Frame Construction 110 mph in high wind areas for One &
Two—Family Dwellings.
ABBREVIATIONS
AS.
ANCHOR BOLT
JT
JOINT
AF.F.
ABOVE FINISH FLOOR
LACI
LACI BOLT
ACT
ACOUSTICAL TILE
LAM.
LAMINATE
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-
LAV.
LAVATORY
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ANODIZED
MFB
CTH
MANUFACTURER
0
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BASEMENT
N.O.
MASONRY OPENINd
BIT
BITUMINOUS
MAT.
MATERIAL
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BLOCK
MAX
MAXIMUM
BLKG
BLOdKINd
MEdH.
MECHANICAL
BOTT
BorroN -
MIN.
MINIMUM
B.O.W.
BOTTOM OF WALL
NTD.
MOUNTED
BM
BEAN
NO
NUMBER
- BLDG
BUILDING
NOM.
NOMINAL
CPT
CARPET
N.I.C.
NOT IN doNTRACr
dSMT
CASEMENT
N.T.S.
NOT To SCALE
dK
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ON CENTER
dLd
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PAINT
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CONCRETE
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PANEL
dONST.
dONSTRUCrION
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PARTITION
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CONTINUOUS
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COUNTERSUNK
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PLASTICLAMINATE
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PLUMBING
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DIAMETER
PLYWD
PLYWOOD
- DIM.
DIMENSION
P.T.
PRESSURE. TREATED
DR
DOOR -
Q.T.
QUARRY TILE
DH
DOUBLEHUNd
REQ'D
REQUIRED
DRWR
DRAWER
REF.
REFIdERATOR -
DWd(S)
DRAWINd(S)
REV.
REVISIONS
-
DF
DRINKING FOUNTAIN -
R
RISER
DW
DISHWASHER -
RD
ROOF DRAIN
ELEd..
ELECTRid(AL) -
RM. -
ROOM
EL
ELEVATION
R.O.
ROUGH OPENINd
ELEV.
ELEVATOR
SECT.
SECTION
EMER
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SCHEDULE -
EQ
EQUAL
SPEC.
SPECIFICATIONS
EXIST.
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or EXd.
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S&P.
SHELF&POLE
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STEEL
EXT,
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SUSP.
SUSPENDED
FIN
FINISHED
THK
THICK -
FA
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T&B
TOP&BOTTOM
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FURNISHED BY OWNER
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TOP OF FOUNDATION
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VINYL COMPOSITION TILE
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GALVANIZED
GENERAL CONTRACTOR
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HARDWOOD
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HVAd
HEATINd,VENTILATINd,
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SYMBOLS 11
TOWN OF YAC 7,MO 9TH
REVIEWED FOR BUILDING AND ZONING CCDE COMPLI-
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DATE:
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DATE:
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SCHEDULE OF DRAWINGS
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TITLE SHEET
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TITLE:
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DATE ISSUED:
07/30/2018
REVISIONS:
01/21/2019
DRAWN BY:
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PLAN
DATE ISSUED:
07/30/2018
REVISIONS:
01/21/2019
DRAWN BY:
PROJECT #:
DRAWING NO.:
ADDITION
FRONT ELEVATION
SCALE: /4' _ '-0'
ALL TRIM, SIDING,
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TO MATCH EXISTING
1111 IIIHII 111H1111 11111111 11111111 1HI__
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WINDOW SCHEDULE
SYMBOL
Manufacturer
Model
TYPE
SIZE
NOTES
WIDTHR.O.
HEIGHT R.O.
A
ANDERSSEN
ADP2650
DBL HUNG
2'-6"
5'-O"
BOTTOM SASH TEMPERED
GLASS
B
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C34
CASEMENT
6'-0 3/8"
4-0 1/2"
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C
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NOTE5:
I. GRILLE PATTERNS ARE A5 SHOWN VINYL SNAP IN GRILLES .[1L1jJ 11111111111111
2. ALL WINDOWS ARE ANDERSEN ("STORP1WATCH" IF REQUIRED) TILT WASH 400 SERIES jjIIj[. 11111111 111111
-WHITE W/ PRE FINISHED INTERIORS
3. ALL WINDOWS TO HAVE (1) - STANDARD SASH LOCK 6 KEEPER WHITE FINISH
A. ALL WINDOWS TO HAVE (I)- CONTEMPORARY SASH LIFT WHITE FINISH _LLji J 1. 1111111 1111111 11111111
5. CONTRACTOR TO VERIFY ROUGH OPENING ON WINDOW SCHEDULE
PRIOR TO ROUGH FRAMING.
6. PROVIDE "TRU5CREEN" INSECT SCREEN (FULL HEIGHT) @ EACH OPERABLE WINDOW,
NEW COVERED PORCH
RIGHT SIDE ELEVATIO
SCALE: /4' =1'-0'
DOOR SCHEDULE
SYMBOL
Manufacturer
Model
DOOR SIZE
NOTES
WIDTH
HEIGHT
01
SIMPSON OR EQUAL
TO BE DETERMINED
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02
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FWG8068
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6'-S"
-
03
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SIMPSON OR EQUAL
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06
SIMPSON OR EQUAL
TO BE DETERMINED
2'-8"
6'-8"
FIRE RATED DOOR
07
TO BE DETERMINED
TO BE DETERMINED
2'-6"
6'-8"
--
08
TO BE DETERMINED
TO BE DETERMINED
2'-0"
6'-8"
--
oq
TO BE DETERMINED
TO BE DETERMINED
5'-0"
6'-8"
--
10
TO BE DETERMINED
TO BE DETERMINED
2'-4"
6'-8"
--
II
TO BE DETERMINED
TO BE DETERMINED
2'-6"--
12
TO BE DETERMINED
TO BE DETERMINED
2'-0"
6'-8"
--
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TO MATCH
EXIST'G
ADDITION
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TITLE:
ELEVATIONS
DATE ISSUED:
07/30/2018
REVISIONS:
01/21/2019
DRAWN BY:
PROJECT #:
DRAWING NO.:
GARAGE ADDITION
ADDITION
REAR ELEVATION
SCALE: /4"=1'-0'
FULL LENGTH SHEAR PANELS
PER WCFM 110 WINDLOAD GUIDE.
PERIMETER NAILS= Sd @ G" O.C.
FIELD= 8d @ 12" O.C.
33%x2G'-G"=8'-10" REQUIRED
SHEAR WALL SCHEDULE
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WIDTH = 36'
LENGTH = 2io.5'
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STAMP:
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10'-01 5'-8" 18'-0" 6'-4" PLAN
PER WFCM 110 MPH EXPOSURE B
WIDTH = 32' LENGTH = 18' ASPECT RATIO (L/W) _ < 1.00 DATE ISSUED:
FOUN DAT I ONPLAN 1 07/30/2018
ANCHOR BOLT SCHEDULE REVISIONS:
PER WFCM 110 MPH EXPOSURE B 01/21/2019
I.) ALL BOLTS TO BE a" DIA. GALVINIZED
2.) ALL BOLTS TO BE SECURED w/HEX HEAD NUTS w/3"x3"x4" GALV. PLATE WASHERS
3.) BOLT '';SPACING:
MAX 72" O.C.
MAX 12" FROM CONCRETE CORNERS OR END OF PLATE
MAX 7" FROM END OF PLATE AT SOLICE DRAWN BY: _---
4.) BOLT ',EMBEDMENT MINIMUN 7" DEPTH PROJECT #:
DRAWING NO.:
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*Corrosion resistant 11 gage roofing nailsand 16 gage staplesare permitted, checklBC foraddilionalrequirements.
Nails- Lhlessotherwise stated, sizes given for nails are common wire sines Box and pnuematic nails of
equivelent diameter and equal or greater length to the specified nails maybe substitutued unless otherwise
prohibited.
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Numberof
Number of Box
Joint Description
Common Nails
Nails
Nail Spacing
Fbof Raining
O
Blocking to Rafter(roe-nailed)
2-8d
2-10d
each end
dim Board to Rater (End -nailed)
2-16d
3-13d
each end
Wall Flaming
Q
Top Plates at Intersections (Face -nailed)
4-16d
5-16d
at pints
Stud to Stud (Face -nailed)
2-16d
2-16d
24" o.c.
Fleaderto Header(Face-nailed)
16d
16d
16" o.c. along edge
RoorRaming
0
Joh to 911, Top Plate or Grider (roe -nailed)
4-8d
4-10d
perjoist
Blocking to Joist (Toe -nailed)
2-8d
2-10d
each end
Blocking to 911 or Top Plate (roe -nailed)
3-16d
4-16d
each block
LedgerEtrip to Beam orGrider(Face-nailed)
3-16d
4-16d
each joist
Joist on Ledgerto Beam (roe -nailed)
3-8d
3-10d
perjoist
Band Joist to Joist (End -nailed)
3-16d
4-16d
perjoist
Band Joist to 911 orTop Plate (roe -nailed)
2-16d
3-16d
perfoot
Fbof Sheathing
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Wood Structural Panels
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rafters ortrusses spaced up to 16" o.c.
8d
10d
6" edge / 6" field
rafters or trusses spaced over 16" o.c.
8d
10d
4" edge / 4" field
gable endwall rale orrale truss w/o gable overhang
8d
10d
6" edge / 6" field
gable endwall rale or rale trussw/structural outloolers
8d
10d
6" edge / 6" field
gable endwall rake or rake trussw/ioot0ut blocks
8d
10d
4" edge / 4" field
Ceiling Sheathing
Gypsum Wallboard
5 d coolers
-
7" edge / 10" field
Wag Sheathing
Vtbod Structural Panels
studs spaced up to 24" o.c.
8d
10d
6" edge/ 12" field
1/2" and 25!32" Fiberboard Panels
8d*
-
3" edge ! 6" field
1/2" Gypsum Wallboard
5d coolers
-
7" edge / 10" field
Floor Sheathing
Wood Structural Panels
1" or less
8d
10d
6" edge / 12" field
greaterthan 1"
10d
16d
6" edge / 6" field
*Corrosion resistant 11 gage roofing nailsand 16 gage staplesare permitted, checklBC foraddilionalrequirements.
Nails- Lhlessotherwise stated, sizes given for nails are common wire sines Box and pnuematic nails of
equivelent diameter and equal or greater length to the specified nails maybe substitutued unless otherwise
prohibited.
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TITLE:
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DATE ISSUED:
07/30/2018
REVISIONS:
01/21/2019
DRAWN BY.
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REVISIONS:
01/21/2019
DRAWN BY.
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DRAWING NO.:
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REVISIONS:
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PROJECT #:
DRAWING NO.:
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REVISIONS:
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PROJECT #:
DRAWING NO.:
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2x10 RAFTERS @ 16" O.C. w/
SIMPSON H2.5A CLIPS @ 16" O.C. 7— D
CON'T RIDGE VENT R38 INSULATION Q _ O
2x12 RIDGE BD. 2x8 @ 16" O.C. Q
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TYPICAL WALLCONSTRUCTION GLUED NAILED OVER CROSS
pOSS SECTIONS
W.C. SHINGLES 5 1/2" EXPOSURE 2x10 @ 16" O.C. Fu
TYVEK HOUSEWRAP R30 INSULATION
1/2" CDX PLYWOOD
2x6 STUDS @ 16" O.C.
R21 INSULATION
1/2" GWB—PAINTED
� 10"x4'-0" CONC. WALL ON
DATE ISSUED:
20"x10" CONC. FTG. w/ 07/30/2018
2"x4" CONT. KEY REVISIONS:
CRAWL 50, FLOOR 01/21/2019
3 1/2" GONG. SLAB OVER
6 MIL POLY VAPOR BARRIER
OVER 6" COMPACTED GRAVEL
DRAWN BY:
CROSS SECTION ----
PROJECT :
C SCALE: 0' #
DRAWING NO.:
A7
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