13-406-003�1
STRUCTURAL NOTES
-7. SAFETY
-7.
Provide access panels of required sizes and types as required For access
4.
operate, quietly so that no objectionable sound will be heard in the
to all clean outs, valve traps, victor hammer arrestors oct. Access panels
habitable, spaces due to air velocity, motor hum, vibration, or mechanical
1. CONCRETE
A. The General Contractor and varioue, consultants retained by the
and covers shall be approved by the Architect. Provide stainless steel
General Contractor and subcontractors, are ro5ponsible, For
Ar, system shall have disposable air filtere, located as required for easy-- --
Finish in viot areas.
A.
All concrete shall be regular violent and shall attain compressive
compliance with the safety rocLuiromente, of all local, state and
A/C system shall be controlled by a thermostat. Mount thermostat 5'
strength of 5000 P51 in 25 days.
Federal laws. The Architect Engineer shall not be. responsible For
5.
Contractor shall verify the exact location of all equipment and their
5.
ASSOCIATES
construction means, methods, tochniquoe, or procedures, or the safety
corresponding shop drawings before rough-in.
B.
Concrete Clear Cover.
precautions incident thereto.
gaskets on all grilles and diffusers.
MYMM&M R 33154
Undercut doors A.F.F. as indicated.
q.
Contractor shall coordinate his work with all trades in order to avoid
6.
All refrieforent piping shall be copper - hard draw typo L - ACR
Columns: 1.50" to stirrups (U.O.N.)
B. Provide all required shoring and bracing and other required methods
conflict. No changes will be accepted unless a prior written request is
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Booms: 1.50" to 5tirrupe, (U.C.N.)
to ensure safety and proper execution of work.
made and approved has been issued from the architect /engineer,
silver. Piping insulation not less than 5/4" thick "ArmaFlox". Liquid and
Grade Booms: 3.00" to stirrups (U.O.N.)
-7.
suction lines shall be sized according to equipment manufacturers
C . The design, erection and removal of formwork including shoring and
10.
Contractor shall coordinate his work with corresponding utility companies
recommendation for equivalent length of piping run for connected
Slabs a Walls not exposed to the weather: 0.15"
roshoring !sholl meet the specifications a A.C.I. -301 and
tonnage. All piping shall be evacuated per good piping practice before
in order to verify the pointe, on connections, motor locations, etc.
Slabs 4 JINlolle, exposed to the weather: 1.501,
recommendations of A.C.I. -541, latest editions.
All ventilation ductwork shall be 5hootmotal and shop fabricated
Foundations: 5.0011
11.
All floor drains shall be resealed.
5,
columns exposed to sail: 2.001,
C
at 5hootmotal duct connections. Provide Non - Combustible ductwork at all
5. FOUNDATIONS
12.
Comply with chapter 11, item 15 of the FLORIDA BUILDING CODE.
ci.
2. REINFORCING
STEEL
Footing shall bear on sail having bearing capacity of 1600 P51
13.
Underground storm drainage pipe shall be concrete culvert pipe., vitriplor
A.
All reinforcing steel to be of new billet steel conforming to the
according to the recommendations and specifications of the
cloy pipe, or as specified on plans. Contractors will provide water tight
latest A.S.T.M. A615 grade 60 specifications. Fabricated in
"Intorcounty Lobratories Inc.." or equal report.
connections throughout roof -storm drainage systems.
accordance with manual of standard practice of the C.R.S.I. and
placed in accordance with A.C.I. 515, A.G.I. manual of standard
14.
Complete, systems, Fixturee, and equipment shall be given service, test
practice and the local code.
after completion of the installation. The Owner will be ratified in writing
of such test.
IO
B.
Shop drawings shall be prepared in accordance with A.C.1, 510-55,
15.
All cutting and patching that may be necessary for the installation of
and be submitted to oneiroor For approval prior to fobricatIcn.
the system specified shall be done and repaired by this division under the
direction and to the satisfaction of the Architect.
PLUMBING NOTES
C.
Provide, doviole, from foundations /grade beams to match reinforcing
I ro .
Perform the following test:
obovo�
I. Contractor shall furnish all labor, materials and equipment spawn or
indicated For a complete plumbing system in accordance With these
A. Water piping shall be subjected to hydrostatic pressure test of 100
5. STRUCTURAL STEEL
drawings and with the FLORIDA BUILDING CODE.
PSI for a period of time sufficient to examine the entire system, but
not loss than one hour.
A.
All structural stool to be ASTM -36 designation having minimum yield
2. Materials shall conform to the standards proscribed in the
point of 36,000 F51 unless otherwise noted. All structural tube
Florida Building Code. When required, plumbing contractor shall obtain
B. Drainage piping before the installation of any drains, the ends of the
steel to be with minimum yield point of 46,000 PSI.
approval prior to installation.
system shall be capped and all lines Filled with water to the highest
point and allowed to stand until Inspection is made and water level
B.
All the fabrication and erection of structural steel shall be in
A. All sanitary waste and vent piping and fittings within the building
remains constant.
accordance with the A.I.S.C. specifications, and F.B.C. Chapter 22.
shall be service weight cost iron, schedule 40 plastic or PVC,
,copper or galvanized steel pipe. Piping in exposed area, such as,
C. Correct all defects disclosed by the above tests.
C.
All corrections of steel to steel shall be in accordance with A.1.5.0.
specifications and to be welded unless otherwise shown. Steel
lavatory F-traps, shall be chrome - plated stainlose, steel.
11.
Sterilize all water lines with a mixture of (1) two pounds of chlorinated
1.
fabricator, to be reeponeible for proper erection of structual
lime, to each 1000 gallons of water ( 50 PPM of available chlorine), retain
steel (erection bolts)
B. All air conditioning condensate piping and fitting shall FVC, or
mixture, in pipes 24 hours, and flush thoroughly with potable victor before
(A5TM-P 2662). Provide flexible, isolation at cooling source and
planning and service. After all tests have been made, and the system
D.
All structural steel shall have one shop r-cat of rust inhibitive
at each floor main lines,
pronounced tight and satisfactory, the Contractor shall go over all his
point zinc. or equivalent. All exterior steel will be factory hot
work and clean equipment Fixtures, piping, oct, and leave clean and in
2.
dipped C301VOnizOd (U.O.N.)
complete working order at final completion of the project.
C. Hot and cold water piping lines shall be copper (A5TM 5,0,55)
E.
All anchor bolts to be A-525 unless otherwise noted.
using type "k" for underground; Type, 1D" hard copper with wrought
18.
Plumbing contractor shall include all rocLuiromente, for the heating,
copper 5vioat fittings. Provide dielectric couplings, as required
storage, and control of the domestic hot water for the areas indicated.
F.
All welding shall conform to section 4 of the AYN.5. and section 1.25.6
for connection to different materials and shut off valves at
INotor hoatere, shall be U.L. code listed and stamped and shall comply with
specification for Fabric and erection of structural steel. All welds
fixtures and equipment requiring v4oter supply. Joints will have
ASHRAE qO-8O stand by loss officioncy. A.5.M.E. relief valve, sized to
shall be performed by Florida Certified Noldere, and inspected and
load free saloon and be made, with paste flux and mechanically
input
certified by the erector, Certification shall be submitted to the
cleaned before soldering. Provide flexible isolation between
of unit; minimum size 5/4" pressure - temperature type. Water heaters
architect /engineer. All welding olectrodoe, shall conform to the
pumps and main lines.
located above the floor shall be ocLuipod with a 24 evaeo or thicker
E-70XX electrodes. V`iolde, shall have are coat of rust inhibitive point.
galvanized steel drain pan. The drain pan shall have a minimum depth of 2",
and its outside dimensions shall be at least 2' greater than that of the
G.
Shop droviinee, shall be submitted to engineer for approval prior to
water heater on all sides. A pan drain shall be, provided in accordance,
fabrication.
D. Insulate for noise and condensation all hot victor lines with 1/2"
with the, FLORIDA BUILDING CODE.
minimum Fiberglass with self sealing universal jacket. Piping shall
4. MA50NR"(
be insulated in all critical and common areas, as to prevent the
possible, occurerce of structure -borne or other noise and
I cl.
Plumbing contractor shall guarantee that oil plumbing work shall be free
A.
All masonry will conform to F,5,C. Chapter 21 and other applicable
damaging condensation. All pipes will have Insulation inside the
from defects, of materials and workmanship for a period of one year, from
codes.
hangers, supporte, in order to prevent noise transference,
day of final acceptance, and that he will, at his expense,, repair and
to structure.
reploce all work which become defective during guarantee period. This
includes other materials and finishes which may be affected by said
B.
Concrete masonry unite, shall have, a nominal thickness of a" (two
E. Plumbing Fixtures, American Standard, Kohler, Crone or equal.
defective work.
cells) a" x a" x 16" and shall conform to A5TM C-1:10. The -7-doy
strength shall be, not less than 1,200 P51.
F. Floor and roof drains Jo5orn or equal, and will be City of Miami
Beach approved.
C.
Mortar shall conform to ASTM C-2-70 type, 5 with compressive
G. Electrical victor heaters, glass liners, 5 years guarantee, A.0.5mith
strength of not less than 1,500 PSI.
or equal.
D.
#cl shall be provided at every second course unless
H. Valves 150 PSI Nibac, Scott or equal. Contractor to provide gate
othorvqi5e noted. Where concrete columns are cost before masonry
are, laid, dovetail slot with anchors. DClNA-HD 16" O.C. shall be,
or ball valves for piping 2" and smaller.
GENERAL NOTES FOR AIR CONDITIONING
provided. Colle, adjacent to opening and free ends of wall and
reinforced cells shall be filled with grout which shall be Foo Rock
I. Hose blobs Chicago q52 or equal (key operated).
I.
Ductwork shall be 1 1/2" thick unless otherwise specified, 5 pounds per
concrete with a compressive strength in 28 days of not loe,5 than
cubic foot density fiberglass with vapor barrier. 1-;>ur-tviork shall be
5000 PSI. Grout shall be placed in maximum lifts of 4'-0", allow 30
J. All exposed piping at fixtures and equipment shall be chrome
fabricated and installed in accordance with manufacturers specifications and
to 40 minutee, between lifts. Hold top grout 1.5" below last course of
plated. Provide chrome - plated oscuthoons, as required.
according to A5HME and SMACNA standards.
black For that lift. Mechanical vibration is required.
K. Provide pitch pone, and lead flashing, ae, recLuirod at all roof
Duet climon5ione, are in inches and correspond to inside, dimensions, width x
ponotratione, to roofing contractor.
height. Duct system shall comply with "NFFA" standards no. 1510A and/or cTOB.
E.
Masonry shall be laid up per running bond method.
Ductwork and components shall be class I materials in accordance with U.L.
L. Provide hangers, anchore, and Inserts vihoro required. Contractor
181 tests.
5. I"NOOr;)
;,4111 allow as many as needed in order to coordinate with other
trades within contract.
2.
Coordinate locations, sizes and openings with other trades on the job
A.
All wood work will conform to chapter 25 of the FLORIDA
before commencing any and all new work. A/C contractor shall provide the
BUILDING CODE and other applicable codes.
M. Vocurn breakers of back flow proventors approved by the South
*
Florida Building Code shall be installed in all fixturee, having
ccmplote duct system with turning vance, at all elbow sputters, dampers
B.
All wood members shall have a maximum moisture content of Iq5110 and
threaded hose, bibb connectione, and at other locations specified
fire5make dampers, scoop collars, as required to meet the FLORIDA
be labelled with the construction grade.
in the FLORIDA BUILDING CODE
BUILDING CODE
N. Provide F.P.I. approved victor hammer arre5tore, in the pipping as
5.
Diffusers and grilles shall be selected, located and balanced in order that
C.
Studs: Southern pine, standard
may be required to accomplish naisolo5e, operation of the
they deliver the required CFM to the entire, room evenly and draft Free to
system under all operating conditions.
maintain the following design canditions,
D.
Soarne, and Joists: Southern Fine, No. I (U.C.N.)
E-1,700,000 F.5.1. Minimum
3. Provide all excavation, backfill and compaction required be the plumbing
INSIDE OUTSIDE RELATIVE HUIVIZ)IT"'r
Fb-1 -700 Minimum
ork. Protect waterproofing e as required.
work.
FV-100 P.S.I. Minimum
Coaling- 76LDE3 C-1 I 1:;)D - 1ci W5 50% to 60%
4. Building drainage system design based on 115" per foot minimum fall, any
Heating -120B 45 D5
E.
Waod Trusses: For wood truss company's requirements.
deviation shall be approved by the architect and the engineer.
F.
Nailing: For South Florida Building Code, the U.B.G. Code and
5. Contractor to provide I" mimimurn water pipe, cappod at every electrical
manufacturer's published critorio (U.0,N).
switch goor room or motor room to be used as ground.
G.
Microlarn. By wood joist company
6. All valves to be installed in precast concrete boxes, Brooke, or
E-2,000,000 Minimum
equivalent.
Fb-2,800 Minimum
Fv-285 F.S.I. Minimum
H.
Wood jcle,t company and wood truss company shall provide all
connections, and brar-iree, which are not specified an the drawings.
DRAWN BYt C.R. 6.F. J.G.
DATE: 04/1'1/2015
NORMAN PAUL R.A.
r�-ITY OF SOUTH WAW'
GENERAL
P!,1111-D11�11G DEPT.
NOTES
sil
CTION
CONTINUED
14
GN-2
111111,1AWAVIN6 Mes"Emmul
All Fan units, motors, compressors, oct. shall be isolated, as required to
vocP,,TALrTY-A-RCH11-ECT04E
operate, quietly so that no objectionable sound will be heard in the
habitable, spaces due to air velocity, motor hum, vibration, or mechanical
movement.
Ar, system shall have disposable air filtere, located as required for easy-- --
accessibility.
A/C system shall be controlled by a thermostat. Mount thermostat 5'
TELESCO
above FIN. floor U.C.N.
ASSOCIATES
All grilles and diffusers to be aluminum construction unless otherwise
noted. Diffusers shall have hidden opposed blade dampers. Provide
I I I I KANE CONCOURSE, SUITE 301
gaskets on all grilles and diffusers.
MYMM&M R 33154
Undercut doors A.F.F. as indicated.
TEL 305 866 1014
FAX 305 866 3317
All refrieforent piping shall be copper - hard draw typo L - ACR
tom@nlghtdub-design.com
type, dehydrated and sealed all Fitting shall be wrought copper. All hoists
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shall be made with high temperature, brazing clay of not lose than 5%
LICENSE # M-VW
silver. Piping insulation not less than 5/4" thick "ArmaFlox". Liquid and
suction lines shall be sized according to equipment manufacturers
recommendation for equivalent length of piping run for connected
tonnage. All piping shall be evacuated per good piping practice before
start-up. Provide filter/dryer and sight glass on liquid line if applicable.
All ventilation ductwork shall be 5hootmotal and shop fabricated
installed according to lost edition of 5MACNA/A5HRAE for low pressure
duct system, Flexible ducts to be U.L. approved. Provide faster 52 - 50
C
at 5hootmotal duct connections. Provide Non - Combustible ductwork at all
fire rated wall penetrations.
The contractor shall coordinate his work with other trades. If
any conflict with the new work is found notify architect /engineer before,
proceeding with work.
DRAWN BYt C.R. 6.F. J.G.
DATE: 04/1'1/2015
NORMAN PAUL R.A.
r�-ITY OF SOUTH WAW'
GENERAL
P!,1111-D11�11G DEPT.
NOTES
sil
CTION
CONTINUED
14
GN-2
111111,1AWAVIN6 Mes"Emmul