HomeMy WebLinkAbout902 Lake Mary Blvd #16466 (A) NEW BUILDING--tea---
i
1
i
` .:94X36 PRINTED ON NO. 10001.1 "LAMPHIN1 7- -
i
r ,.. _...-.m._ .
f
,>
t> -,
.;._,,
,,
',�
i,
O H PRINT. - ..
• � -'777-
24X36,� '.'. INTLO OR NO. 10 O C4EAR. .'-
-' PR -, .
-
.OUTLINE
y
SPEC`II� I CATIONS
7
Foundation.
8.
Railings:
a. The foundation plan is a horizontal lane cut through the
a. Balcony, stair and step down railings shall be a wrought iron
.DIVISION 1
Ld
0
building, looking downward above the slab on
e
�, g grade and
W
r
as detailed with a painted enamel finish.
LD
0
LV7
00
GENERAL RE UIRF��iTS
Q
J
WYODorfl
Sh1w
section .through masonry walls.
b. They shall be designed by fabricator to sustain a 504/linear
���0•
W�QfW
O�JW
b. Slab over 90% compacted clean fill.
HSU- .
foot horizontal load.
1.
Work performed shall comply with the following:
c. See engineering drawings for finished slab elevations.
a. These general notes (unless otherwise noted on plans or specif-
9 1
d. Where conditions develop requiring changes in excavations
Nu
DIVISION 6
CARPENTRY
ications
such changes shall, be made as directed by the Architect.
ly
�
La
b. Southern. Standard Building Code - latest edition.
e• All footing excavations shall be observed by the building
Z
official prior to the placing of an concrete. The building
g
official shall be notice for this observation.
1.
All lumber shall be grade marked and conform with the standard
C. All applicable local and state codes ordinances regulations.
PP
Z
given
grading and dressing rules of the Lumber Inspection Bureau. All
2.
_
On-site verification f
s ri cation o all dimensions and conditions shall be the
8.
Concrete.
rough sawn lumber to be cedar of fir.
responsibility of the contractor and subcontractor, noted dimensions
Sheet
a. The concrete properties shall be as follows:
Of I Sheets
a. 2 x 4 and 2 x 6 horizontal framing, and 4 x 4 posts -- fir or
take recedent over ogle.
P
cedar.
3.
The general notes and typical details apply throughout the job unless
Min. A Sl
th Max.Strength rengAggregate Slump
t
Item 28 Days for?S1 Size +
b. Horizontal framing and posts larger than 4 x 4 -- Douglas
otherwise noted or shown.
at
- -
standard grade or better, 2x joists shall be #2; 4x beams, #1.
4.
Discrepancies: -The Contractor shall compare and coordinate all
Slabs & footings 2,500 3/4" 3-1/2-1/2
C. All headers, purling, etc. -- S.Y.P. or construction grade
drawings; when in the opinion of. the Contractor a discrepancy existsDo
g u las Fir unless otherwise noted.
he shall promptly report it for proper adjustment before proceeding
with the work.
z
b. All reinforcement anchor boltsi P e sleeves and other
P
d. Vertical framing, except posts -- construction grade Fir.
5.
Omissions: In the event that certain features of the construction
inserts shall be positively secured in place before con-
e. All lumber shall comply with latest edition of S.Y.P. "Standard
are.not frilly shown on the drawings, then their' construction shall
crete is place.
Grading and Dressing Rules".
be of the same character s f
a actor a or similar conditions that are shown or
A
c All concrete and its placement shall be in conformance with
noted.
ACI 301 and ACI 318.
f. Moisture Content: All lumber 6" and deeper shall have a mois-
ture content of not greater -than 20%. Air dry lumber is de -
6.
Altering Structural Members: No 'structural member shall be omitted,
9.
Reinforcing Steel:
sired, but if necessary, lumber may be kiln dried; however,
notched, cut, blocked out, or relocated without written prior a
P P-
drying, process must be slaw and regulated to cause a minimum
proval by the Architect and/or Owner.
a. By Southern Standard.
amount of checking, comparable with air dried stock.
b. Minimum concreterotection for reinforcing steel shall be
P g
2•
Framing shall be done in a workmanlike manner by skilled mechanics:
DIVISION 2
as"follows
a. All nailing shall conform to the table below:
SITE WORK
(1) 3" where concrete is deposited against ground.
Nailing Schedule - Section 1704.1 Southern Standard or equal.
(2) 2" where concrete is deposited against forms and
Plywood - subfloor, roof and wall sheathing (to framing).
1.
Soil directly beneath each building and extending `5 feet beyond the
butt its surface is exposed to weather d.
xP or group
,
confines of each. building shall be properly prepared prior to any„
(3) 3/4 for slabs and walls not exposed to the ground
1/2" and less 6d
construction.
or weather./$.1
5/$" - 3/4" 8d common or 6d
_ 1„ 8d
2.
Soil Preparation:
1-1/8" - 1-1/4"10d common or 8d deformed shank
a. The surface sands must excavated or consolidated by the use of
DIVISION 4
Nails spaced at 6 inches on center at edges, 12 inches at inter -
system. .
a vibratingstem
MASONRY
mediate supports (10 inches at intermediate supports for floors),
except 6 inches at all supports where spans are 48 inces or more.
b. Building sites shall be cut level or cut to final grade.
b. Sill Bolting: See Division 3 - Concrete.
C. The building site shall be saturated and compacted by the use
1.
Mortar Mix: 1 part portland cement, 1/2 part lime putty, 4-1/2
of a vibrating system.
..
parts sand, ASTM C-270 and ASTM C-91.
c. Wall framing shall be 2 x 4 and 2 x h studs at 16" o.c. Provide
„
double 2 x 6 top plate with minimum 48 lap splice, at bearing
d. Fill, where required, may be place.in twelve (12) inch lifts
2.
Grout Mix: 1 part cement, 3 parts sand.
partitions only. Single late elsewhere.
P Y. g P
and compacted -to a density of not not less than 95% (ASTM
,
D-1557-70.
34
Concrete blocks shall be grade A unit and conforming to ASTM C-90.
d. Provide double trimmers each side of door openings, as re -
quired by code.
3.
Provide ground poisoning per code.
4.
Reinforcing shall conform to SSBC and specs given in Division 3 and
4.
Provide termite and decay protection per code.
shall be,located as shown on,details and plans.
e• Provide firesto in in studspaces at all floor and ceiling
PP g p
levels and stud spaces over 10 feet (S.S. 1703.1).
.5.
Furnish fill mater_ial.under all construction, including_, driveway.
f. All exterior finish material shall_ be applied over 1/2"
-
DIVISION 5
insulating sheathing (1/2" plywood at corners).
6.
Excavate, grade, fill and compact as indicated.
METALS
g• Provide cross ventilation at attic and enclosed rafter joists
' 7.
Excavate for footings to the elevations sho�m on the drawings. s
g g
spaces equal to 1/150 of area to be ventilated or 1/300 pro-
vided that 50% of requiired ventilation area is provided by
8.
All organic or other deleterious materials shall be removed from
1.
Structural steel and miscellaneous iron shall conform to ASTM A-36.'
standard aluminum "gable end vent.
areas to be covered by building and paving.
9.
Fill under slab formed on fill to be clean soil, free from organic
- 2.
t
All sheet metal to be 26 gage galvanized steel unless otherwise
h. Roof sheathing shall be I x l2 L t D P542AZO 5 PEATIJ I NG.
materials.
noted.
1�0.
Paving: 1 " asphalt topping with rolled asphalt curbing Over 4 „
3.
Prevention of electrolysis: Where aluminum will contact concrete,
i. Soffit material to be ��IIQOUGNSAwN riv�ora To 6� sTAINGn �•o.
match wood trim.
limerock base.
mortar or plaster, the contact surface of the metal shall be sepa-
rated using one heavy coat of aluminum pigmented asphalt paint on
11.
Provide concrete wheel stops at each parking space.
each surface.
_
3.
Built-up Beams:
12.
Landscaping: provide fora 83,000.00 landscaping allowance,
4.
Anchors and bolts shall be hot dip galvanized on exposed plates and
a. Built-up beams or joists formed by a multiple of 2.x members
be interconnected follows:
conditions only.
shall as
5.
Post anchors base to be 16 gauge zinc steel 1/2"A.B.
(1) Members 9-1/2" and less in depth: Internal w/2 rows
_
20d at 32" o.c. staggered.
DIVISION 3
6.
Joist Hangers:
CONCRETE & FOUNDATIONS
(2) Members greater than 9-1/2" in depth or multiple 3x's
a. All purlins, joists and beams not framed over supporting_ members
Interbolt w/1/2" diameter MB at 24" o.c. staggered.
shall be supported by means of joist hangers.
4.
Cutting of Beams, Joists and Rafters:
1.
Concrete to be machine mixed with a minimum of 7-1/2 gallons of
b. Joist
o st hangers shall be Teco'ar equal.
water per sack of cement concrete to reach a strength of 2 500
g
a. Cutting of wood beams, joists and rafters shall be limited to
psi mimimum in 28 days.
7.
Bolts in Wood Framing:
cuts and bored holes, not deeper than one-sixth the depth of
the member, and shall not exceed one-fifth the depth, holes
.2.
All 4„ interior slabs shall be poured over 6 x 6 10/10 w.w.m.
a, All bolts in wood framing shall be standard machine bolts with
bored or cut into joists shall not be closer than two inches
over .006 visqueen membrane, over clean compacted fill.
standards malleable iron washers or steel plate washers.
to the top or bottom of the joist and the diameter of the hole
shall not exceed one-third the depth of the joist.
3.
Maintain:
b. Steel plate washer sizes shall be as follows:
-
5.
Pipes in Stud Bearing Walls or Shear Walls: Studs of bearing walls
a. Concrete slabs minimum 8" above finish grade.
1/2" diameter and 5/8" diameter bolts 2-1/4" square x 5/16"
or partitions, notches, or bored holes shall not he more than one-
third the depth of the stud. lahen stud is cut or bored in excess
b. 3" of 'concrete between wood and earth fill.
„ ,,
3/4 diameter bolts 2-5/8 square x 5/16
of above it shall be reinforced to be equal. in load car zng ca a-
q rY• P
city to a stud notched not one-third its depth.
4.
Provide shrinkage/pour points as shown on foundation plan.
C. Each bolt hole in wood shall be drilled 1/16" larger than dia-
meter of bolt.
6.
Studs of bearing walls or partitions, notched or bored holes shall
5.
Reinforcing bars shall conform to ASTM A-615-40.
not be more than one-third the depth of the stud.
6.
Sill Bolting:
d. Sill bolts 1/2" diameter.
7.
Header Sizes:
a. Interior non-bearing walls: Concrete nails at 4'0" o.c.
8•
Lag Screws:
3'- 4' - 2-2 x 6
maximum.
a. Shall be square headed and of structural grade steel. ,
5'- 6' - 2-2 x 8
7'- 8' - 2-2 x 10
b. Exterior and bearing walls: 1/2" diameter x 10" anchor bolts,,
h. Washers s :shall be placed under the head of lag screws bearings on
9'-12' - 2-2 x 12
7" into concrete, 4' -0" o.c. maximum, 12" from corners,wood.
unless otherwise noted. (See foundation plan.)
Provide double trimmers under all headers 4 x 6 or larger. All such
C. Lag screws shall be screwed, not driven into place. Lead hole for
members shall be spiked together.
shank shall be same diameter as shank.
s
8.
Alignment: All rafters and joists framing from opposite sides shall
lap at least six inches and be spiked together; and when framing end
to end, they shall be secured together by metal straps.
1
24 X 36 'PRINTED ON NO. IOOOH CLEARPRINT
9. Partitions:
a. Lap top plates at corners and intersections.
10. 4Treated Lumber:
a. All wood other than foundation grade cedar, in contact with
masonry or concrete shall be pressure treated.
11. Hurricane Straps and Clips:
a. All trusses are to be strapped at both bearing plates, all
end trusses are to be strapped to end wall plate as per code
- 2e
clips per truss.
b. Ridge straps used for rafter to truss ridge condition.
12. Plywood Sheathing:
a. All plywood shall be CDX grade and shall be manufactured and
graded in acccordance with product standard PS 1-66, for soft
plywood - construction and industrial.
b. Each plywood sheet shall bear the "DFPA" grade trademark.
C. All end joints shall be staggered and.shall butt along the
center lines of framning members.
d. The face grain of the plywood shall be laid at right angles
to the joists trusses and parallel to the studs.
e. Nails shall be placed 3/8" minim.nn from the edge of the sheets.
The minimum nail penetration into framing members shall.be
1-1/2" for 8d nails and 1-3/8" for 10d nails.
f. All platforms and floor sheathing shall be glued and nailed
with ring-shanked nails,
13. Provide fire stopping in stud spaces at all floor and ceiling levels
•�= and stud spaces over 10 feet (SSBC 10703.1)
14. Cross bridging shall be l x 3 at 8' o.c. double nail at each end.
15. All corner posts shall be not less than 3-2 x 4.
16. Corner bracing shall, be 1/2" exterior grade plywood sheathing applied
vertically.
17. Pressure treated wood sills on top of foundation walls shall he leveled
and grouted with portland cement mortar with 1/2" round anchor bolts
at 4'-0" o.c. maximum with nuts and washers.
18. Wall sheathing shall be 1/2" "Celotex", or 1/2" exterior grade ply-
wood sheathing.
19. Siding: Shall be 1 x 8 cedar, bevel_.
20. Trim:
a. Vertical boards 1 x 4
Horizontal boards 1 x 4
Corner boards 1 x 4
Window trim 1 x 4
All to be rough saw cedar.
21. Roof truss manufacturer shall submit two (2) sets of roof truss
shop drawings stamped and sealed by their engineer for approval.
22. Ventilation: All attic spaces shall be ventilated by vents with a
total clear area of opening not less than 1/300 of the horizontally
projected roof area.
23. Cross brace all trusses during erection according to manufacturers
recommendations.
DIVISION 7
MOISTURE PROTECTION
1. All sheet metal to be 26 gauge galvanized steel -unless otherwise
noted.
2. Flash and counterflash at all required conditions.
3. Flash and caulk wood beams, outl.00kers projecting from exterior
walls or roof_ surfaces as'requiired. ,
4. Flash all exterior openings with approved waterproof building
paper to extend at least 3" under the building paper behind the
wall covering.
5. All ceilings under roof shall receive 6" fiberglass batt (r_-19).
6. All frame exterior walls to receive R-19 insulation for full
height of studs. All concrete block exterior walls to receive
R-3 insulaon 'between
furring strips. r psAll interior "F U a n,l E: s Now ti
on plans to receive insulation for sound to be R-11. ALL N j EQior•
M A'S 0 r7. 12Y WALL 5 t-1 A t,1" Er, Q- 3
7. hoofing: fiberglass shingles - class "A" with one layer of 15#
felt over roof sheathing. Color by owner_.
8. Caulking compound complying with ASA A-116-116.1.
9. Color of caulking to match that of material caulked to the satis-
faction of the owner.
10. Caulking con)ound shall be not less than 1/2" deep and compacted
in the full width of the joint.
11. Caulking compound shall be applied by gun.
11 4
REVISIONS
BY
I
Ld
0
W
r
LD
0
LV7
00
J
WYODorfl
Sh1w
���0•
W�QfW
O�JW
HSU- .
9 1
nn
L�1
Nu
o
ly
�
La
Q
Z
d]
}
Z
Date
Scale
Drawn
Job 6. Com•
Sheet
9)
Of I Sheets
1
DIVISION 8
DIVISION 15
DOORS, WINDOWS & GLASS
2,
MECHANICAL
1.
All glass and glazing sriall comply with Southern Standard and must be
1. Plumbing:
handler and compressor, air handler to be in truss space. ` Compressor to
7.
labeled safety glazing for impact, if required.
be exterior slab mounted.
2.
Mirrors: 1/4" thick, clear polished plate glass. 24" x 18" @ toilet
a. Pipe
and Fittings:
rooms. Install all mirrors with non -rusting stainless steel clips or
(1)
Soil and Waste -Schedule 40 PVC
equal.
'
3.
interior doors to be paint grade wood 1-3/8" H.C.
(2)
gents -Schedule 40 PVC
4.
Entrance doors to be pre -hung steel. French doors in wood frames.
(3)
Water.- Schedule 40 PVC or type K or L copper
5.
A11 service doors to be steel in steel frames..
(4)
Condensate Piping - PVC
6.
Finish Hardware:
(5)
Copper Tubing - Type K below grade
Job
with DSB sheet glass. Substitute products shall be approved in writing
9
Type L above grade
a. Shall be Kwikset or. equal.
(6)
Hose Bibbs'- 3/4" with h s thr a1 ;
1
1�
b. Bumper threshold - Sager SLAV x US 28 spring case door bumper USNI
2,
(or equal) Split air
A.C. Mechanical: A/C unit to he General Electricor
equal.
handler and compressor, air handler to be in truss space. ` Compressor to
7.
Metal Windows:
be exterior slab mounted.
Metal windows shall be single hung type similar to Bell -view windows
3.
Provide push-pull trim on all fixtures by Moen or equal.
fabricated from 6063T-5 aluminum alloy -rith a nominal thickness of
4.
Fixtures shall be equal to. American Standard competitive line white.
.062" aluminum extrustions. Lite arrangements and sizes shall be as
'
lu
indicated on the drawings. All windows shall be factory glazed using
5.
Collect all vents to as few through roof vents as possible. Any vent
snap -in metal or vinyl glazing beads and shall be provided with an
that can be run up to backside of roof shall be done so.
r•
integral fin on all sides 1-1/4" wide. Units shall be provided with
Date - 30
Scale
aluminum screens, locks and weatherstripping. Windows shall be glazed
Drawn
a. Ducts shall be sized in relation to cooling and heating loads,
Job
with DSB sheet glass. Substitute products shall be approved in writing
9
register types, length of runs, and blowercapacities, so that
by the owner. Anodized medium bronze finish, with tinted glass.
air pressure drops and velocities are acceptable and within in=
dustry standards, Provide and install low voltage thermostat wiring.
DIVISION 9
b. Subcontractor shall provide written performance guarantee, heating,
'FINISHES
N.A. 15 mph wind with outside temperature of 35 degrees maintain
70 degrees within all rooms of dwelling; cooling when 95 degrees,
78 wet bulb outside, maintain 78 degrees, 50 wet bulb within all
rooms.
1.
Drywall nailing shall be according to Southern Standards requirements
for the types and thicknesses being used.
2:
All drywall applications to be inspected and approved prior to taping.
DIVISION 16
ELECTRICAL
3.
All' rough sawn and resawn surfaces to.receive stain. Do not prime.
4.
All wall board shall be nailed to all studs, tap and
1.
All work shall. be in full accordance with all codes, rules and regula-
bottomterior plates as follows:
p as follows:
_
tions of governing agencies and shall comply with the requirements of
1/2" - 5d coated nails @ 7"' o.c maximum - no blocking
the serving power and telephone companies.
5/8" - 6d nails @ 4" o.c. maximum - 2x blocking
2,
The Contractor shall verify availability of services and determine
5.
Vinyl flooring shall be vinyl asbestos tile.
actual details pertaining to exact locations and requirements before
6.
All tine work so laid out that no tiles less than 1/2 full size occur.
submitting his bid. Upon receipt of notice that electrical contract
7.
Painting:
award has been made successful bidder shall notif Y Power and telephone
serving utility companies of the estimated date when service shall be
a. General: All painting material shall be delivered to the job site
desired.
in fully labeled containers of original manufacture; paint and stain
3.
All materials and equipment furnished and installed under this section
shall be applied directly from those containers. Applications shall
shall be guaranteed by the Contractor for a period of one year from the
be strictly in accordance with manufacturer's recommendations espec-
cute of acceptance of the work by the Owner.
cially in regard to mixing, thinning, method of application and
curing between coats.
4.
All equipment installed outdoor and exposed to weather shall be weather-
b. Interior. Painting:
proof and grounded type.
(1) Drywall shall receive a 2 coat prime and finish spray brush
5.
Receptacles shall be installed at 12" above floor.
application of semi -gloss interior alkyd enamel.
6.
Wall switches to he 48" above floor.
(2) Drywall.of all other interior spaces shall receive a 2 coat
7,,
All electrically operated fixtures, outlets, equipment or devices, whether
prime and finish spray application of flat interior alkyd
enamel.
installed by this Contractor or others, shall .be fully connected to proper
electrical source and left in operating condition.
(3) Exposed roughsawn beams shall receive one coat heavy body
8.
Switches and Receptacles:
solid pigmented Olympic stain; color by owner.
(4) Interior trim, sills and doors shall be painted (2 coats).
a. aiplex conv. outlets.- 15 amps, 125 volts, grounding type.
C. Exterior Fainting:.
b. Appliance outlets - 20 amp (or as requiired) 125 volt, grounding type.
(1) Exterior. siding to receive tcro coats of transparent stain.
C. Weatherproof outlets - 15 amp, 125 volts, grounding type with weather -
proof device plate.
(2) Fascia trim, rails to receive opaque pigment stain.
d. Wall switches - 20 rating, ami
c g, quiet type.
(3) Steel shall receive 2 coats enamel paint
9.
Panel - as required by demand and code.
8.
Stain all exterior_ and interior wood surfaces exposed to view.
10.
Special Electrical Equipment Supplied:
9.
All window sfovi5 to be wood. (painted)Y
a. Air handlers
10.
Ceiling to be 2 x 4 lay in panels, 1 hr rated.
b. Condensing units
11.
Wallsrto be sprayed "orange peel" finish.
11.
Provide 2 pole mounted parking lot lights. See site plan for location.
12.
Light Fixtures:
DIVISION 10
SPECIALITIES
a. Walkway lights shall be recessed high hats.
b. Toilet room lights shall be wall mount.
1.
All plumbing faucets to be valve type by Moen or equal.
C. Fluorescent fixtures shall be 4 lamp.
2.
Bathrooms fans are to be Nutone Model 8220 or equal,
d. Spaces 101 and 102: Allow 8-2x4 fluorescent fixtures per unit.
3.
Door hardware to be Kwikset style or equal.
e. Spaces 103 thru 108 and 201 thru 202: allow 6-2x4 fluorescent
fixtures per unit.
4.
Toilet accessories:
f. Provide exit lighting as shown on plan.
a..Paper towel dispenser.
b. Toilet paper holder
c. One soap dish and glass holder per toilet room.
5.
Provide fire extinguishers where shown on floor plan according to
code.
1
1�
r 1
t
co
Ay
lu
Z
r•
j
Date - 30
Scale
..r
Drawn
-•�
Job
Sheet
9
Of Sheets