HomeMy WebLinkAbout0425 SANDY NECK ROAD - PLANS (6) PAGE 1 OF 9
SPECIFICATIONS
CONTENTS
SECTION 1.00 SITE WORl(
SECTION 2.00 SEPTIC SYSTEM
SECTION 3.00 FOUNDATIONS, WALKS CONCRETE UNIT
MASONRY
SECTION 4.00 CARPENTRY
SECTION 5.00 MECHANICAL
SECTION 6.00 ELECTRICAL
SECTION 7.00 TOILET PARTITIONS
PAGE 2 OF 9
SECTION 1.00 SITE WORK
L
1.01 Work Included
A. Demolish and remove existing structures
and foundations.
B. Remove underground cables, pipes and other.
obstructions.
C. Abandon existing septic system, backfill or
remove structures,
D. Relocate utility service connections and
water service connection.
E. Excavate for footings and grade walls,
fill and grade.
F. Install bituminous concrete pavement.
G. Perform landscaping and planting.
HE All other related items required to complete
site work.
1.02 Materials
A. Gravel for surface and base for concrete slab;
and grade beams shall be of the following gradation:
Seive % passing
31F 100
All 70-100
3/4" 50-85
#4 30-60
#200 0-12
D. Bituminous Concrete Pavement shall conform to
Mass. DPW Type I binder and, top course,
C. American Beach - culms shall consist of two or more
healthy stems 2-3 feet tall taken from an established
stand or purchased conuraercially.
1.03 Construction Methods
A. All structures and foundations designated for demolition
shall be removed from the site, together with any debris
or obstacles encountered during grading or excavation.
B. Existing cesspools shall be backfilled with available
soil materials.
C. Care should be taken to protect existing power and
water connections which will be utilized for the new
structure. Water connection shall. be severed and
fitted with a secure temporary cap.
D. Install bituminous concrete pavement on a one (1) foot
thick gravel bed extending three (3) feet minimum
beyond pavement edges. Pavement shall. be laid in two
A" thick courses, one each of binder and top, and
compacted with a 10-ton minimum roller or other suitable
equipment as approved by the engineer.
E. Beach grass shall be planted in culms 18" o.c. 8 to 9 inches
deep and trimmed to 12" in height.
PAGE 3 OF 9
SECTION 2.00 SEPTIC SYSTEM
2.01 Work Included
A. Provide excavation, installation and backfi'il
for all components of the septic system as
depicted on the plan.
2.02 Materials
A. All precast concrete units shall be capable of
sustaining an AASHO-HS20-44 loading and shall be
as manufactured by Rotondo & Sons, American Precast.
or equal.
Precast concrete unit capacity
Septic tank 8,000 gal,.
Grease trap 1,500 gal.
Distribution box 9 outlet
Leaching pit 6' x 121
B. Washed stone shall be crushed stone or natural. gravel
free of dust, iron and fines and shall. be of the
following gradations:
designation seive % passing
3/4" to A" To 100%
3/4" 0-20%
#200 0.5%
1/8" to 1/2" 1/2" 100%
#8 0-20%
#200 015%
C, Cast Iron Pipe shall. be standard. weight conforming to
CS-88-66.
D� P.V.C. Pipe shall be Sch 40 confomd-ng to P.13 21-70,
ASTM 1785.
E� Cast Iron Manhole covers shall conform to Mass. DPW
Spec. M8.03.0 and shall be as manufactured by LeBaron,
LK 110A or equal.
2.03 Construction methods
A. The septic system shall be installed in accordaDce with
all state and local regulations, plans and specifiCatiOn.
provided and line and grades established in the field by
the engineering department to within 10® of the building
lines of the proposed structure.
B. All pipe connections to the septic tank, Breast trap and
distribution box are to be securely mortared in place.
C. All concrete brick or precast manhole sections and
manhole frames to be set in a full bed of mortar.
PAGE 4 OF 9
SECTION 3.00 FOUNDATIONS, WALKS and CEMENT CONCRETE MASONRY
3.01 Work Included
A. Concrete and masonry work required for this project
includes, but is not necessarily limited to:
1) 10" thick reinforced concrete grade walls
2) Grade beams and reinforced footings
3) Sidewalks and steps
4) Reinforced concrete floor slabs
5) Concrete unit masonry walls
3.02 Materials
A. Reinforcing bars - #4 deformed bars meeting the
requirements of ASTM A-615, Grade 40.
B. Welded Steel Wire Fabric - 6-6-10-10 meeting the
requirements of ASTM A-185.
C. Cement Concrete
Minimum 28 day compressing strength 2500 psi
Maximum aggregate size 1' "
D. Cement unit masonry shall be eight inches wide by
eight inches high by sixteen inches long, two cell_,
slumped blocks in gray or natural color, and shall
conform with the requirements of ASTM C-90-70.
3�03 Construction methods
A. Grade walls shall be founded on virgin material at a
minimum of four (4) feet below finish grade, and, shall
be flat and level on the underside.
P. Floor slabs shall be four (4) inches thick laid on a
compacted gravel. base.
Pitch slabs carefully to drains where applicable and.
finish all slabs to a smooth hard troweled surface,
C. Sidewalks shall be four (4) inches thick laid on a
compacted gravel base and reinforced as shown, Control
joints and edging shall be formed with appropriate tools
in the fresh concrete after preparing a broor�ed surface.
Place 15 lb. asphalt impregnated.felt between s1_dewalk
and grade walls.
D. Concrete unit masonry shall be laid in a full bed of
mortar reinforced with standard weight joint reinforcing
every second course. A bond beam as detailed on. the plan
shall be constructed to be continuous over all masonry
walls and partitions. Lintels over all openings shall
be A-36 steel angles 3 x 3 x 1O4 extended six (6) inches
into supports. Cores in blocks under supports for rafters
or columns shall be filled with mortar or shall be solid
blocks.
PAGE 5 OF 9
SECTION 4.00 CARPENTRY
4.01 Work Included section shall A. Work under this s consist of but not
onstruction or application
necessarily be limited to c
of the following:
1) Wood frame walls, sheathing, siding, and interior
panels.
2) Rafters and roof deck
3) Roofing and flashing
4) Millwork and trim
5) cupola
6) Cabinets and shelves
7) Garage door
4.02 Materials
A� 219 Nominal, dimension lumber shall be �2 KD spruce
or equal. rafters and ridge beams shall be of good
B� 4" and larger ra d according to the
appearance and shall. be stress rate
followings
1) Extreme fiber in bending 1100 psi
2) Modulous of elasticity 1,200,000 Psi
3) Horizontal shear 65 psi-
4) 15% MC
C, 211 Nominal decking shall be select eastern spruce
or equal.
D, plywood sheathing shall be Standard C-D Ext. 32/16 5 ply
1/2" thick DFPA tested or equal.
E� Textured plywood shall be Georgia Pacific Rough-sawn T 1-3-3-
grooved @ 8" O.c. or equal.
F. One (1) inch boards used as trim Or shelving shall be
WWPA D select or equal, S4S, I" x 4" or larger as required-
G. Roofing shall be 330 lbo QF Tiviberline adhesive tab
asphalt shingles laid in accordance with the manufacturer's
recommendations.
H. Siding shall be 16'"' white cedar extra grade shingles
5" exposure.
1� All nails and fastenings shall be hot dip galvanized�
Interior paneling in the office, first aid room and
snack bar shall be 5/8" thick vinyl faced gypsum wallboard,
Gold Bond. "Durasan" or equal and shall otherwise conform
with ASTM spec. C36. color and texture shall be approved
by the engineer< solid stave core flush doors
K. All hinged doors shall be
finished with rotary natural birch face veneer suitable
for painting. Doors shall be 1 3/4" thick with opening
sizes as per the door schedule on the plan= SUPPlY
Weyerhaeuser DSC-1 doors or equal.
Toilet room doors shall be provided with three butt hinges,
a 181, x 12" louvered vent and the following hardware-
PAGE 6 OF 9
1) Double cylinder dead lock------Schlage B362P
2) Ext. push plate - - - - - - --Sargent 3015PMC
3) Int. pull'plate - - - - - - - -Sargent '3135PMC
4) Door closer - - -Sargent 154
or products of equal quality.
Other exterior doors shall be provided with three butt
hinges and key in knob lock Schlage A51PD KA or equal.
Interior doors shall be provided with three butt binges
and privacy locks Schlage D40S or equal.
Closet doors shall be Mohawk Flush bi-_fold doors or equal.
with standard hardware.
L� Picture window units shall. be Curadco US 4'5V v. 3'4"
combination picture windows with 16/22 C100 double hung
flankers or equal. Supply snap--in muntins 4/4 on flanker
units.
Sliding windows shall be Caradco 1636 C300 or equal.
Toilet room windows shall be custom framed in ma.sonry wall.
as detailed on the plan.
All windows provided. shall be single glazed with D.S.B.
sheet glass when optional.
M. Flashing shall be formed of .019" Aluminum sheet.
4.03 Construction Methods
A� All carpentry shall produce joints true, tight and
well fastened with all members assembled in accordance
with the drawings and with all pertinent codes and
regulations.
B, Fastening furring to block wall shall be done with
high carbon steel masonry nails fastened 12" o.c.
C. Shower stalls shall be roughed in to receive fiberglass
units in accordance with manufacturer's recommendations.
SECT10N 5.00 MECHANICAL
5,01, Mork Included.
'Mork under this section shall. include installation of al.l.
supply and waste piping, valves, fixtures and ties to septic
system and water supply and any incidental work of a. nature
that is normally associated with completion of a tested and
operable installation such as is depicted on the plan.
5,02 Materials
A. Fixtures
No. req'd Description Product spec, or equal.
9 Wall mounted water closets, CRANE 3-300 with
elongated bowl, open Sloan 110 flush valve
front seat
3 Wall hung urinals CANE 7-187 w/Sloan 1.86
flush valves
6 Wall hung lavatories Universal-Rundell 4656--01
19"xl7" self trim
2 Cabinet mounted lavatories Universal-P.undell. 46031
19"xl6" self trim
i Double s.s. sink ELKAY PSR 3322
PAGE 7 OF 9
6 Exterior shower heads CENTRAL #331 self closing "
self closing
4 Stall showers UNIVERSAL-RUNDELL 32"x36"
#6998 w/#97941. enclosure
1 Hot water heater BRADFORD white glass-lined
110 v. 26-gal. N-20-U--5S
2 Silcock AM. STD.
2 Drinking Fountains H & T #501 3/8"
1 Booster pump GOULD BF035
380 gal-./hr.
1 Water tank American Tube X-trol
diaphragm tank -- 1.20 gal.
B. .Waste Piping and Vents '
Except for fixture connections and vents 2� inch size and
smaller all pipe and fittings shall be standard weight
cast iron hot coated. All pipe and fittings shall conform
to CS 188-66.
Vent piping 211 inch size and smaller shall_ be schedule 40
galvanized steel pipe made up with cast iron drainage fittings..
C. Supply piping
Water supply piping shall be hard drawn copper tube with
made-up wrought or forged copper fitting, and 95--5
antimony-solder. Below grade and below slab piping shall be
type "K"P all other copper piping shall_ be Type "L".
5.03 Construction Methods
A. All fixtures shall. be installed and tested in accordance
with all applicable regulations, and all. connections
thoroughly tested. :Sot and cold water connections shall_
Sae made with sinks in the First Aid Room and Snack Bar.
All other fixtures shall be connected with cold wager only.
SECTION 6.00 ELECTRICAL
6.01 Work Included
A. Work under this section includes supply and installation
of electrical, service drop, conductors, conduit, switches,
outlets and fixtures, and associated equipment_, as is
necessary to provide a complete and operable electrical
service as depicted on the plan.
6.02 Materials
Electrical items of a. smi.i1ar type shall be supplied by a single
manufacturer and shall be equivalent to the following products:
GENERAL ELECTRIC TFB CIRCUIT BREAKER LOAD CENTER - 3.00 Aunp mains.
VULKENE INSULATED 3 CONDUCTOR SERVICE ENTRANCE.' CABLE.
RACO COMBINATION MAST ENTRANCE CAP.
RACO OUTLET BOXES.
G.E. SNAP SWITCHES & DUPLEX OUTLETS.
G.E. DISCONNECT FOR BOOSTER PUMP.
6.03 Construction Methods
All work shall be in accordance with the National and Local
Electric Code.
PAGE 8 OF 9
MATERIALS:
6
J ROOMS rd � � �
C3
� bl N +J fl1 � � .S2 .S-6 `�
OUT t FTS � -4 U1 F -4 U2i 0 -P W a
AND u�i � Z � ® � n > U r-
S�v17C�iES
O COLING CYJTLET 1 22 1 1 1 1
-C? BRACKET_CUTLET
CON ENi'.PILE 1 1 OUTLET 1 1 4 4 7 19
_�--- oa�o sR _
0- FLOOR 0JTLET
FLANGE OUTLET
_ VE_PITILATING — -
FAN QJTLET
_ CXJTLET
-{] I RAD;O OUT LET
CLOCK OJTLET
�
ILLU 'MATED rH FtQJ37- NU,ABE.R - - -
LIGH7I'iG SWITCH 1 l Y l 1 5
T IRc-E Y 91V1TCH 1 1 2 4
i
P ,PILOT
wm SWITCH YN-�rF+E?a.7eor
,� LJ_LL�::r7 TRA r,1�604r46q - ?
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-I-- C1RCU T_ R,`EAKER
(PHONE 1 1 2 '
i
Q CEILING PULLS 1 r 1
40 t
- k
RECAP OF O-UTLETS
....Bracket outlets ._..._..Double wall l�)iigs ........Y1007-atltlGts
9..Ceiling outlets
.._.5..Switch outlets 4-..3 way switch outlets Switch an l Pilots __.____-NU-eatherp- s°.vitCc es
o 2_-._:l etephone outlet
........Clock outlets ....:_ Radio outlets .....Bell and Transformer .._ _ t
........Fan outlets ........Range outlets ........Yard outlets -.._..IJeatincl outlets
1 Ceiling-,pull- w�tq�}�.........:............. _.......-___...._.................___..__.___.___---__-_._
19_-Convn �nG�._out�� ............... .................................................... - ----------------------------- -------
PAGE 9 OF 9
SECTION 7e00 TOILET PARTITIONS
7.01 Work Included
This section includes supply and installation of toilet
partitions complete with toilet paper holders. Metal
toilet partitions required for this work are indicated
on the contract, drawings
7�02 Materials
Metal toilet partitions shall. be floor and wall supported
and factory finished with baked enamel in a standard color
selected by the engineer. Catalog information pertaining
to the toilet partitions shall be submitted to the engineer
and approved prior to ordering same.
7.03 Construction. Methods
All metal partitions shall be installed in accordance with.
the manufacturer®s recommendations.
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