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TITLE:
COVER SHEET
DATE ISSUED:
01/08/2019
REVISIONS:
DRAWN BY:
PROJECT #:
DRAWING NO.:
T1
ADDITIONS & RENOVATIONS
TO
THE WARD RESIDENCE
GENERAL NOTES (see also Project Specifications):
B
Existing surfaces disturbed during the course of the Work shall be reconstructed and
ABBREVIATIONS
SYMBOLS
SCHEDULE OF DRAWINGS
_AB
APF.
ACT
ALUM
ANOD
SEAT
am
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BOW
BGTT
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ACOUSTICAL FILE
.u.UMINUM
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BRUCE
BOTTOM
BOTTOM
DEANSBOTTEr WALL
RUM
DMmvle
CARPET
CAUWINr
VEANdxD)
&XIDET
COLD r
COLUMN
CONCRETERETE
CONCRETE MASONRY UNIT
CONSTRUCTION
CeTTROVupp
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CEvneRAvxrc
DIMB
Dt1MErtrt
DNex910n
DDDR
Doonxxvxe
ORA»ER
DRAVCH(HOI
DRINKING FOUNTAIN
DEH*ASHER
E ECTRUI
ELEVATION
ELEVATOR
QUAL ft
EQUAL
euslwtl
EXPOSER TEIn
EXPOSER
ekRDRmR
ME ARA
FURNISH ARAM
BY mMER
HIRE EXRNOURSHER
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ro
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CAS
HAvnxlzEp
GENERAL CONTRACTOR
e1AM/GUZINd
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NORTH ARRaw
PECTION INDICATOR - LERER
IN TOP HALL eF CIRCLE INDICATO
RE APECInd VECTION. TME NUMBER
AND LETTER IN WE BOTTOM HALF
INDICATES ICE DWO N INAM
THE Semwx APP&RP
Nen Ppm ELEVATION
KER CON OUR eLevAnOx
NLw INd carrr
LEVEL O CGNmVR
LEVEL ONE an.
CORNING Pomr
CE ORIINARUD k
REFERENCE
OM NUM ERia nNEe
Roots NUMBER
soon. NUMBER
»IxpO» TYPE
w� I
RJUBMR ELEVINDICATE
NUMBERg INDICATE ELEVATION
NUMBER NI LLIA REL CATER
ME DRAWIxtl ITIERe iNe
RNISIEESUOUTIxNMAa»E InCAree
CONCRETE - PIAN OR SECTION
CO Cx - Puns OR SECnOND
PIANO OR BWCN
puxD OR pernonV
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COMPACT tlMVEL
wemeD TIRE vRx
PROPERTY ONE
CENTER ONE
T-1 TITLE SHEET
SP -1 ARCHITECTURAL SITE PLAN
A— 1 FIRST FLOOR PLAN/
INTERIOR ELEVATIONS
A-2 ELEVATION ISy /IS+C HEDULEIS"
A-3 ELEVATIONS
A-4 FOUNDATION PLAN
A-5 FIRST FLOOR FRAMING PLAN/
NAILING SCHEDULE
A-6 ROOF FRAMING PLAN
A-7 CROSS SECTIONS
TD YDOC OF YD ZGN7..3'CCEC
PEV£'NEO FCR A Fh C�!IC C ECO`.TLL
AN11 ERP.N G 5501 1L1 " I LT'
APVPCAFl FROM1IiHC PE£ DNS BI LII "ASULT'
CDMDPAICE
OATF_t}-$'15 ti
BNLDI FIG o: .:IAL
i .�
I kieF t/�fa
A CERTIFIED AS BUILT IS REQUIRED
BEFORE FINAL INSPECTION
finished to match adjoining Surfaces Patched areas shell be finished in such a manner
as to provide visual and Structural continuity acra6e the enure affected surface. _
L The general Condiuom state that the Contract Documents are complimentary. 9. All voido created or surfaces disturbed resulting from cutting, removal or installation of
elements as part of the Work shall be filled and finifihed to match adjoining construction.
2. Provide the Serviced Of a Mapoachusettp Registered Purveyor to layout structure On site
and establish existing elevations. Elevation of finished floor shall be established by l0. Except as provided In the Documents, no structural member or element shall be cut
Architect with elevation information provided by Surveyor.. without written approval of the Architect. The General Contractor Shall Coordinate all
3. The General Contractor is responsible for all the work. cutting and shell etivise the Architect of any potential conflicts with new or existing
re pond structure.
A. Build and install parts of the Work level, plumb, square and in correct position.
pore y g g
B. Make joints tight and neat. 1f such is impossible, apply moldings, sealant or other 11. Demolition work shall onlybe carried out once all temporary sharia and bracing Is in
Joint treatment es directed by Architect. place. Removal of all temporary supports shall be completed 1 after new work Is secure
C. Under tentiall dam ondition9 de lvanic Insulation between different and c mplete. any
potentially D c provide galvanic 0
metals which are not adjacent an the galvanic scaleCIS
1z. au rarities h equipment end workmanshipthWo shell conform t0 the requirements of
D. apply protective ❑rdth to parte of the Work before concealing them. For example, authorities having jurisdiction of the Work.
ates be. end hardware cutouts before
paint door tops, bottoms, glaring atoms, mounting Comply pa Safety
hanging doors, end paint corrodible mounting plat=s before he Work parts le r them. 13. All materials and equipment shell c 1 with the Occupational (et and Health Act,
E. Where accessories Ore required In order LO install parts Of the Work in usable form including all amendments.
and to make the Work perform properly, provide ouch accessories. If Special tools
are required to maintain, adjust and repair products, provide them. 14. all materiels and equipment shall conform to the requirements of authorities having
jutlsdictlon regarding not using or installing asbestos Or asbestos—cpnteining materials.
ptions .
instructions for ontrarytg, Installingmanu and adjusting Instructions
F. Follow menall products
Do net Install products in a contrary to the manufacturer'6 Ins[rucuanfi 15. All paint used o all products and assemblies shell conform to A.Ns.i. 288.1,
unlep8 authorized in writing bythemanner
Specifications for Palnt9 and Coatings Accessible to Children to Minimize Dry Film Toxicity.
C. Adjust and operate all Items or equipment, leaving them fully ready for use. r t and service maintenance to shell commence on the
H. The division of the Documents Into Architectural Structural, Electrical Mechanical l8 Ail w r ties guaren eas r agreements
Plumbing end Civil components is not intended as division of the Work by trade or date of Substantial Completion oof the Work o of the Item being guaranteed `hicha"er Is
later, so that the Owner may receive lull use of the Item for the guarantee O warranty
otherwise. a
I. Provide utility installations from lot line to house Including underground electrical, Period.
water, telephone and CATV to comply with all local codes and requirements. IT. GENERAL WORKracks an BE PERFORMED AS PART xt THE GENERAL CONSTRUCTION:
J. Concrete shall have compressive strength eP 3000 psi ® 2u days far wells and A. Peel cracks end openings to make the exterior skin of the building tight to water end
Wherepsi e slab work, and reinforcing rode & woven wire fabric (WWF) per drawings. air entry,
Where noted, provide hard steel trowel finifih on slabs. B. Provide adequate blocking, bracing, nailerfi, feeteningg and other supporta to install
Dampproofing shall be factory manufactured demi-maotic consistency from asphalts parts of the work securely. Blocking, bracing, nallem fastenings and other supports
and mineral libera, and Installed eo all wells and footings. shell be of a type not subject to deterioration or weakening as the result of
Piers for decks shell be concrete onPonotube farms. environmental conditions or aging.
C. Perform cutting and patching for all trades. Patch holes where ducts, conduit, pipes
4. The General Contractor shall verify ell dimensions at the Site and shall notify the r are
Architect of any discrepancies before proceeding with the Work or purchasing metenelp and other products pass through a e being removed (ram existing construction.
D. Provide chase furred s a
equipment. Verify Critical dimensions in the field before fabricating Items which must C 9. paces trenches c vers pits (auntlatlEne end other
or construction required in conjunction with the Work. If much construction Is not
fit adjoining construction. r q O
Shown on the Drawings, coordinatesoo with Architect for sizes and placement.
noted and are not necessarily brown In the E. Provide and coordinate access doors and panels as required for access to equipment
6. All details are typical unless where d tment, Inspection, maintenance Or other access and as required for aCORPS
a rvs C
Documents m an mceemne where m¢y scour. - to
to spaces not otherwise accessible, such as attics and crawl spaces.
B. The Architectural Documents govern the location of all Electrical and Mechanical items F. Check Drawings and manufacturers' literature for requirements for bases. PARIS, and
Installed as a part of the Work. other supporting structures. Provide such structures. Remove supporting structures
equ pmen pe 8
Z. Existing Items which are not to be removed and are damaged or removed In the course associated with removed equipment and patch remaining surfaces.
of the Work shall be repaired and replaced in like rnew condition without cost. 0. As part of one year warranty specified in the General Conditions, repair cracks and
dame which Occur as a result e( settlement and shrinkage during first year
8e
after Substantial Completion.
DRAWINGS ARE
13.
All work shall conform to the applicable sections of the Massachusetts state Building
Cade. Ninth Edition For residential projects, particular attention shall be paid to Chapter
IT
JonMOR
REPRESENTATIONAL ONLY
36 - One & Two Family Dwellings, especially Table 3606.2.3 "Fastener schedule for Structural
Members" and Guide to Woad Frame Construction 110 mph in high wind areas for One is
DO NOT
Two -Family Dwellings.
SCALE
DRAWINGS
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TITLE:
COVER SHEET
DATE ISSUED:
01/08/2019
REVISIONS:
DRAWN BY:
PROJECT #:
DRAWING NO.:
T1
ALIGN -
FLOORS
rV JG_ STEP DN
RcpRGHTH OL0 �II I0
0 ��
IOTE:
70 BE VENT
f0 BE RELOCATED
A
IBEDROOM
�DDITIDInON F
tEDTO BE i�
b CL.i
ELECT.
METER
KITCHEN
LIVING RM
FIRST FLOOR PLAN
BCALE:I/4^=P-O�
INDICATED NEW WALL CONSTRUCTION
A
L
THESE DRAWINGS AS SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY.
CONTRACTOR 15 TO SITE VERIFY ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING
CONSTRUCTION AND TO MAKE ALTERATIONS AND/OR ADJUSTMENTS TO WORK AS IT
PROGRESSES TO PROVIDE FOR A COMPLETED PROJECT IN COMPLIANCE WITH DESIGN
PARAMETERS AND MINIMUM STANDARDS SET FORTH IN MA STATE BUILDING CODE AND
APPLICABLE TOWN CODES/ORDINANCES. CONTRACTOR TO VERIFY ALL DIMENSIONS
PRIOR TO BEGINNING OE CONSTRUCTION.
LINV OL. �� CL.
BEDROOM
�L ADDITION
FULL LENGTH SHEAR PANELS
PER WCFM 110 WINDLOAD GUIDE.
PERIMETER NAILS= U @ 6" O.C.
ALEFT SIDE ELEVATION 3;°_0=@e OCUIREO
BGALE.T— =1-D
FRONT ELEVATION
FULL LENGTH SHEAR PANELS
PER WCFM 110 WINDLOAD GUIDE.
PERIMETER NAILS= Ed @ 6' O.C.
FIELD- 6d 0 12' O.C.
33%x10'-0"=3'-4" REQUIRED
DOOR SCHEDULE
SYMBOL
Manufacturer
Madel
DOOR SIZE
NOTES
WIDTH
HEIGHT
01
THERM -A -TRU
5 262
2'-6"
6'-6"
12 LT
WINDOW SCHEDULE
SIZE
SYMBOL Manufacturer Model TYPE NOTES
WIDTH R.O. HEIGHT R.O.
A ANDERSEN ADH2644-3 DBLHUNG 7'-6' 4'-4' --
B ANDERSEN ADH2644-2 DBL HUNG 5'-0" 4'-4' --
NOTES:
I. WINDOWS VINYL SNAP IN GRILLES.
2. WINDOWS ARE ANSERSEN "A" SERIES
3. PROVIDE INSECT SCREENS
FULL LENGTH SHEAR PANELS
PER WCFM 110 WINDLOAD GUIDE,
PERIMETER NAILS= Bd @ 6" O.C.
FIELD= Ed @ 12' O.C.
33%001-0"=3'-4" REQUIRED
SHEAR WALL SCHE DU LE
PER WFCM 130 MPH EXPOSURE B
WIDTH = 14'
LENGTH = 101
ASPECT RATIO (L/W) = < 1.00
AIDPER
TABLE 10
33% FOR
SHEATHING w/8d COMMON NAILS
LENGTH PER TABLE 11
33% FOR r�"
SHEATHING w/8d COMMON NAILS
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REVISIONS:
DRAWN BY:
PROJECT q:
DRAWING NO.:
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TITLE:
FLOOR
PLAN
ELEVATIONS
REVISIONS:
DRAWN BY:
PROJECT q:
DRAWING NO.:
Al
F
CONTINUOUS 2x6 P.T.
SILL PLATE/SILL INSUL.
w/5/8' DIA GALV, A.B.
0 72" O.C. MAX
6 6"-12" FROM
END OF PLATES CRAWL SPACE FLOOR:
w/3"x3"xa" PLATE WASHERS - 2" CONC. DUST CAP
CONTINUOUS 10"x4'-0"
CONC. WALL ON
20"x10° CONC. FTG.
ADDITION
ACCESS TO CRAWL SP
DRILL 4 GROUT
2-n4 VERT.
12° O.C.-TYP
FOUNDATION PLAN
SCALE:/4 = -0
PER WFCN 130
MPH EXPOSURE B
Numberof Box
WIDTH = 14'
LENGTH = 10'
ASPECT RATIO (L/W) = < 1.00
ANCHOR BOLT
PER NFCM 110
SCHEDULE
MPH EXPOSURE B
I.) ALL BOLTS TO
BE sg" 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
MAX 7" FROM
CONCRETE CORNERS OR END OF PLATE
END OF PLATE AT SOLICE
4.) BOLT EMBEDMENT MINIMUN 7" DEPTH
PROVIDE SOLID BLOCKING
@ 48" O.C.
FIRST (2) JOISTS FROM END WALL-TYP.
TO MEET CODE REOUIREMENT5
Se 1 K L, 4k lay..^
�- ri 1-1-fifil
�E-iIIII1I
OiR tE
D1 ii 1
r - I L EX FLOOR
l{{�II��� 1
ADDITION
FLOOR FRAMING PLAN
BCALEd/4 •I'-0'
"Corson resistant 11 cage moflng alsand 16 gage staplesare perms ted, checklBC foradditbnal requirements
Nails- Wiliam otiserMse stated, stssjlven for nails are common wire sizes Box and lenuematic nails of
equivalent diameter and equal orleater length to the aneclf d nalls maybe sbdItutued unless otherWee
mobibited.
21@ 16"O.C.
FRF OUT
21 ON END -
2) HEADER
TYICAL WALL CONSTRUCTION
N. SHINGLES
5 2" EXPOSURE
TTEK HOUSEWRAP
1/:ZIP PLYWOOD
2x5TUD5 @ 16' O.C.
R. NSULATION
INiRIOR WALL FINISH
}" WB -PAINTED
i" GWB-PTD.
ON Ix3 STRAPS
@ 16" O.C.
PROVIDE SOLID BLOCKING
@ 48" O.C.
FIRST (2) BAYS
FROM END WALL-TYP.
2x8 @ 16" OC. TO MEET CODE REOUIREMI
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}}II I�
ADDITION
I
OOF FRAMING PLAN
SCALE71/4 =1'-0'
CONT RIDGE VENT
2x10 RIDGE BD.
TYP ISTFLOOR CONSTRUCTION
S/4" T 4 G PLYWD SUBFLOOR
GLUED e NAILED OVER
2x10's @ I6" O.C.
CRAWL SPACE FLOOR:
2" CONC. DUST CAP
GROSS SECTION
TYPICAL ROOF CONSTRUCTION ASPHALT
12 SHINGLES ON
5n BUILDING FELT ON
MATCH
MATCG 1/2" ZIP PLYWD.
EXIST2x8 RAFTERS @ 10 O.C. w/
SIMPSON H2.5A CLIPS @ I6" O.C.
R38 INSULATION
ALUM, GUTTERS ON
1x10 FASCIA BOB
1x10 SOFFIT w/ CON'T
VINYL SOFFIT VENT
BIT ASPHALT ON
CONTINUOUS 10"
CONIC. WALL ON
20.00" CONC. FTG.
STAMP:
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Numberof
Numberof Box
Joint Oescri tion
Common Nails
Nails
Nail Sipacing
Wof framing
F-
Q
Ebeling to RaRer(Toe-nailed)
2-8d
2-10d
each entl
Rm Board to Rater(End-ruled)
2-16d
3-13d
each end
>
L
MR Running
o
to
Tap Ratesat lnlersectbns(Face-naid)
4-16d
546d
at pints
Bud to and (Face -nailed)
2-16d
2-16d
24"o.c.
Feaderto Header(Face-natd)
16d
16d
16"o.c. along edge
�
Rootframing
0
Q
Joetto 911, Top Rate orGnder(Toenbd)
4-8d
4A0d
perloc-t
Bocldng to Joist (Toe -naiad)
2-8d
2-10d
each end
Bocldng to 911 or Top Rate (Toe-naliel
3-16d
4-16d
each bock
ledger Riip to Been erGnder(Facelaled)
3-16d
4-16d
each pia
Job on ledgerto Beam (Toe-naled)
348d
3-10d
perpist
Fred Join to Jwl (End-naled)
3-16d
4A6d
perpist
Band Jost to 911 or -lop Rate (roe-nald)
2-16d
346d
perfect
Roof 9seathing
Mod 'Structural Panels
rafters ortmszes spaced up to 16"o.c
8d
10d
6"edge /6"field
2fters Or trusses seaced over 16"o.c.
8d
10d
4"edge/4"fled
gable endwal mle create tmsw/o gble overhang
8d
10d
6"edge /6"field
gable endwal rate create: tmssw/stmmml outbokars
8d
10d
6"edge 1 Tfied
gable endwal rale ormke tmsw/bokut blocks
8d
10d
4"edge /4"field
Caine Bumming
Gypsum Wallboard
5 d contact
7" edge / 10" field
MA Ebeathing
Mod fimctuml Panels
studs spaced up to 24"o.c.
8d
10d
6"edge /12"fled
1/2" and 25132" Fiberboard Panels
8d'
-
3"edge /6"field
1/2" Gypsum Walboard
5d coolers
-
7"edge / 10" field
Roor9leathing
Wood 9mctuml Panels
1"ores
8d
10d
6"edge /12"field
greaterthanV
10d
16d
6"edge /6"tied
"Corson resistant 11 cage moflng alsand 16 gage staplesare perms ted, checklBC foradditbnal requirements
Nails- Wiliam otiserMse stated, stssjlven for nails are common wire sizes Box and lenuematic nails of
equivalent diameter and equal orleater length to the aneclf d nalls maybe sbdItutued unless otherWee
mobibited.
21@ 16"O.C.
FRF OUT
21 ON END -
2) HEADER
TYICAL WALL CONSTRUCTION
N. SHINGLES
5 2" EXPOSURE
TTEK HOUSEWRAP
1/:ZIP PLYWOOD
2x5TUD5 @ 16' O.C.
R. NSULATION
INiRIOR WALL FINISH
}" WB -PAINTED
i" GWB-PTD.
ON Ix3 STRAPS
@ 16" O.C.
PROVIDE SOLID BLOCKING
@ 48" O.C.
FIRST (2) BAYS
FROM END WALL-TYP.
2x8 @ 16" OC. TO MEET CODE REOUIREMI
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Irl Ir SII L EX ROOF
}}II I�
ADDITION
I
OOF FRAMING PLAN
SCALE71/4 =1'-0'
CONT RIDGE VENT
2x10 RIDGE BD.
TYP ISTFLOOR CONSTRUCTION
S/4" T 4 G PLYWD SUBFLOOR
GLUED e NAILED OVER
2x10's @ I6" O.C.
CRAWL SPACE FLOOR:
2" CONC. DUST CAP
GROSS SECTION
TYPICAL ROOF CONSTRUCTION ASPHALT
12 SHINGLES ON
5n BUILDING FELT ON
MATCH
MATCG 1/2" ZIP PLYWD.
EXIST2x8 RAFTERS @ 10 O.C. w/
SIMPSON H2.5A CLIPS @ I6" O.C.
R38 INSULATION
ALUM, GUTTERS ON
1x10 FASCIA BOB
1x10 SOFFIT w/ CON'T
VINYL SOFFIT VENT
BIT ASPHALT ON
CONTINUOUS 10"
CONIC. WALL ON
20.00" CONC. FTG.
STAMP:
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TITLE:
ELEVATIONS
DRAWN BY:
PROJECT #:
DRAWING NO.:
A2