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SHEETS FOR PROPER BRACING LOCATIONS
ON THE FOLLOWING TRUSSES:
LOCATION
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** ATTENTION BUILDER**
ALL DIMENSIONS
OVERHANGS, PITCH, ECT,
TO BE CHECKED
BEFORE ORDERING TRUSSES
IT IS YOUR RESPONSIBILITY
TO CHECK OUR TRUSS PLAN
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ELECTRICAL SPECIFICATIONS
1. GENERAL: APPLICABLE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS ARE
HEREBY IMPOSED ON A GENERAL. BASIS FOR ELECTRICAL WORK (IN ADDITION TO
SPECIFIC APPLICATIONS AS SHOWN BY THE CONTRACT DRAWINGS):
NEC, NATIONAL ELECTRICAL CODE (NFPA NO. 70)
NEPA, NO. 101, LIFE SAFETY CODE
ANSI C2, NATIONAL ELECTRICAL SAFETY CODE
ANSI C73, DIMENSIONS OF ATTACHMENT PLUGS AND RECEPTACLES
SFBC -
2. INSURANCE: CONTRACTOR SHALL TAKE OUT, PAY FOR, AND MAINTAIN AT ALL
TIMES, LIABILITY INSURANCE DURING THE PERFORMANCE OF WORK UNDER THIS
CONTRACT, THROUGH COMPANIES AND AGENCIES APPROVAL AND CONTAINING PRO-
VISIONS SATISFACTORY TO THE ENGINEER.
3. ORDINANCES, FEES, PERMITS AND TAXES: CONTRACTOR SHALL COMPLY WITH ALL
CITY, COUNTY, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO THE
CONDUCT AND INSTALLATION OF THIS WORK. OBTAIN AND PAY FOR ALL LICENSES,
PERMITS, BONDS AND FEES, AS REQUIRED.
4. SCOPE OF WORK: CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT
AND FACILITIES, REQUIRED TO ACCOMMODATE THE NEW LIGHTING AND POWER
LAYOUT. WORK SHALL BE DONE IN A FIRST - CLASS AND WORKMANLIKE MANNER AND
SHALL BE COMPLETE IN ALL DETAILS.
5. ENGINEERING DRAWINGS AND VISIT TO THE SITE: FOR PURPOSE OF CLEARNESS
AND LEGIBILITY, DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ALTHOUGH
LOCATION OF EQUIPMENT IS SHOWN TO SCALE, THE CONTRACTOR SHALL MAKE USE
OF ALL DATA PROVIDED IN THE CONTRACT DOCUMENTS, AND SHALL VERIFY ALL
INFORMATION AT THE SITE, WHICH MAY INFLUENCE HIS PROPOSAL.
6. ALTERATION WORK: PERFORM THE ALTERATIONS AND RE- WIRING OF ALL VARIOUS
EXISTING WIRING SYSTEMS AS INDICATED ON THE DRAWING UNLESS NOTED, REMOVE
ALL EXPOSED CONDUITS, OUTLETS, ETC., WHICH BECOME USELESS OR INTERFERE
WITH THE NEW CONSTRUCTION OR ALTERATIONS.
7. MATERIALS T.ND WORKMANSHIP: MATERIALS SHALL BE NEW AND SHALL BEAR THE
UN'.iERWRITERS LABORATORIES LABEL.
S. CONDUIT AND FITTINGS: CONDUIT SHALL BE REGID METALLIC CONDUIT UNLESS
OTHERWISE SHOWN ON THE DRAWINGS. WHERE EXISTING GOVERNING CODES ALLOW
IT, ELECTRIC METALLIC TUBING MAY BE USED. MOTORS SHALL HAVE A FLEXIBLE
CONNECTION (SEALTITE) WITH A SEPARATE GROUNDING CONDUCTOR. EXTERIOR
CONDUIT, DUCTS, BOXES AND OTHER EQUIPMENT EXPOSED TO WEATHER CONDITIONS
SHALL BE WEATHERPROOF.
9. WIRING: WIRING SHALL BE COPPER TYPE TW UP TO' #8 AND THW FOR LARGER
SIZES. MINIMUM CONDUIT RUNS SHALL BE 2 #12 AWG- 1/2 "C, UNLESS OTHERWISE
NOTED.
10. CONTRACTOR SHALL INSTALL 1 //L11 EMPTY CONDUIT FOR EACH TELEPHONE OUTLETS.
CONDUITS SHALL RUN TO EXISTING TELEPHONE BACKBOARD.
11. ELECTRICAL CONTRACTOR SHALL HAVE THE RIGHT TO REARRANGE CIRCUIT NUMBER
TO MEET FIELD CONDITION.
ELECTRICAL RISER LEGEND
1- EXISTING FEEDER FOR 150 AMP, 120/240 V.
2- EXISTING FPL METER FOR 150 A, 120/240 V, 1 3WSERVICE.
3- EXISTING GROUND SYSTEM TO REMAIN.
4- 3f6 THWN CU-1"C TO EXISTING 50 A/2P BREAKER AT
CIRCUIT 9 & 11.
5- REPLACE THE EXISTING TWO BREAKERS PANEL WITH A
NEW 100 AMP, M.L.O. 120/240 V, 10, 3W, 10,000 AIC 12 CIRCUITS
SUB -PANEL "B" AND RECONNECT THE EXISTING WATER -
HEATER & DRYER AND THE NEW ROOM ADDITION.
IR X 24 PRINTED ON NO. 100004 CLEARPRINTso
PANEL8OAR0 ' :3" (suT5--piwct.)
ScRV)CE: I 0, 3 W, I7U'240VOLTS
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'ELECTRICAL RISER D A A.,.
N.T.S.
N(ITES:
1- ELECTRICAL INSTALLATION SHALL CONFORM TO
REQUIREMENTS OF NEC 110.6(a) CLEARANCES AND
NEC 984.2 DEDICATED SPACES FOR PANEL BOARDS.
2.750 so„.•t 2 A /s.-
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ALL - T tM9ER 'RELATED: CONSTRUCTION S1tAL,L :CONFORM TO THE NATIONAL :
DES t GN: SPEC t F V CAT1 ON, FOR WOOD' CONSTRUCT t ON . - . r
WOOD BEAMS ., SHALL : SE NO . 2. DENSE SOUTHERN PTN1E OR BETTER ,
:SURFACED DRY.. USED AT 19% MAX.
WOO M
D,. ..
STRUCTURAL MEMBERS "rFRAM? NO 1 NTO ; '.BEAKS SMALL BE
SEPARATED >4.22 'GA. GALVANIZED ;CHANNEL :SHARED' METAL SADDLE.
SO AS .TO PREVENT DIRECT CONTACT BETWEEN WOOD 'AND CONCRETE
4. HURRICANE ANCHORAGE SHALL ,BE 16 ETA: 20 .GAtV: STRAP W /8- 1Od
X' ,NA I LS' BY S1'MPSON OR EQUAL .
5 . CL 1 S AND HARDWARE SHALL BE GALVAN I ZED IN ACCORDANCE WITH ASTM.
A-525: ,G9O .
6 COMMON - BOLTS SHALL BE OF MATERtAL,CONFORM'INO TO ASTM STANDARD
A307'.
7 . ALL 'EXTERIOR WOOD tEXPOSEDI SHALL BE• PRE - TREATED AS PER
S.F.'81.0 2913.2to) •
FOUNDATION ° NOTES
t. FOOTING DESIGN FOR A BEARING CAPACITY OF 2000 PSF AFTER
REMOVAL ` OF UNSU t TABLE MATERIAL .
2. SO I:t '; 9 AR 1 NG CAPACITY BASED ON VISUAL INSPECTION OF THE SITS.
O'ENERA1.. ' NOTES
1 ALL CONCRETE TO BE NORMAL WE t GMT CONCRETE (t 45 LB /FT 3 ) AND
SHALL TEST A MIN WIN OF 3000 PSI COMPRESS I VE STRENGTH t N 28
DAYS UNLESS OTHERWISE .NOTED .
2. MINIMUM COVER FOR REINFORCING STEEL SHALL BE:
A. BEAMS
• 7.2 I-0AP I F.
L1V': L0Ap 2 p Fe.,!
ALL 'WORK _ SHAt L. CON7O M TO SOum FLOR I DA 9U TLD 1 NG CODE LATEST
EDtT1ON• ,
CONTRACTOR TO VERIFY ' D 1 MENS1 ONS BEFORE CONSTRUCT 1 ON B'EG I , 1 F
ANY .D tSCREPANC t ES tN " I) tMENS'I ONS ARE'' FOUND CONTRACTOR SHOULD
No`' ;FY. ENGINEER 1N. WR "t T:t NG E EFORE PROCEED t:NG -' Wt TH- ANY WORK
THE 'ARCH `t /ENG t NtEER. - ACCEPTS NO RESPONSA'8 1 t t TY FOR ; THE
OVAL / TY OF MATERIALS SELECTED AS REOU t RED SY 'CRS DRAW! NO NOR
FOR THEN IMRKMANSHI .P' " P OV t DED t THE .i NSTAL:AAT ION OF ' THESE
IVATER t ALS . r `
"MASONRY NOTES:
`~ MATER tALS
A. ALL CONCRETE UNITS - SHALL CONFORM TO ASTM C90 -75 PRISM
STRENGT4, F' m -1350 PS .
B. - MORTAR, TO SE TYPE K. COMPLYING' WI TM THE REQrU1nMENTS OF
ASTM C270 -80 AND ASTM C 1:50 -81
C • GROUT CONFORM! NG TO ASTM C146-7I ' WI TM , 28 DAYS MINIMUM
COMPRESS I VC STRENGTH! OF 3000 PS t .
D 1O t.NT RE 1 NFORCt i G TO BE 8 GAUGE A. - TYPE DUROWALL AT
t6" O.C
2 CONSTRUCT t ON MATER ?AL S METHODS' OF CONSTRUCT ON, INSPECT I ON
AND- TEST I NO SHALL BE AS SPEC I F 1: E0 BY NCMA AND At 1 .
A. " LAPP ING REINFORCEMENT
1 .:•t1NFORCI NG BARS SHALL 8E" LAPPED 48 BAR DIAMETER .
2..JOI RE1 NFORCENEN-r SHALL OVERLAP 6' EMIN 1MUM.
• STEEL NOTES:
1. ALL RE 1 :NFORC LNG STEEL SHALL 8E NEW B 1 LL'ET STEEL CONFORM t NG TO
ASTM A615, GRADE 60,
2' WIRE MESH REt SMALL 8E WELDED SMOOTH Wt RE FABRIC
CONFORM! NO TO ASTM A,t 85..
3 . ALL STRUCTURAL STEEL TO BE DOMESTIC ASTM A -36 AND CONFORM TO
MSC SPEC I.F1- CAT IONS
4. ALL SHOP AND F1.ELT) WELD MG SHALL CONFORM TO THE STRUCTURAL
WELDING CODE AWS 01. - I, LATEST ED1T1ON, PUBLISHED BY THE
AMER ICAN WELDING SOCIETY (AWS1.
S. USE ELECTRODES CONFO M1NG TO AWS 01.1, E70 SERIES, UNLESS
:OTHERWISE ,: NOTED .
6' STRUCTURAL' STEEL SHALL •RECE t Vt ONE COAT SHOP PA E NT , RETOUCH
AFTER ERECTION AND - FINISH COAT WITH RUST INHIBITOR PAINT.
CONCRETE NOTES
8 . COLUMNS I I /2
2
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. GENERAL
. DUCTWORK
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AIR CONDITIONING SPECIFICATIONS
A. Contractor shall verify all space conditions at job site
prior to submittin4 bid proposal. All work to be done in
accordance with NFPA 90 -A; Ashrae Guide, and Smacna Duct
Construction Standards as well as with all state and
local codes having jurisdiction.
A. All exhaust ductwork shall be constructed of galvanized
steel in accordance with SMACNA'S "Low Pressure Duct
Construction Standards ", latest edition.
. EXSAUST FANS
A. Ceiling exhaust fans shall be by Nutone, direct driven,
centrifugal, complete with back -draft damper and roof
cap. EF -1 shall be by Nutone: Model QT80, shall be 80
cfm at 1/8" e.s.p., 0.5 Amps 120 -1 -60.
B. Roof cap for EF -1 by Nutone, Model 841 -AL.
C. Fan roof cap shall be installed by manufacturer's
recommendations.
D. Manufacturers: Nutone.
. PACKAGED SPLIT A.C. UNIT
B. Manufacturer: Mitsubishi.
24 X all 'limn° on no. loon$ cu ./m.11'mm •
; %`CIS',' 3 /;y Uf'i C,9±.1% 2
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A. Contractor shall furnish and install air handling and air
cooled condensing units as shown and listed in specifi-
cations and plans. Unit shall be installed in strict
accordance with manufacturer's recommendations. Unit
shall be manufactured by Mitsubishi. Alternates will be
accepted for units of other manufacturers, but, devia-
tions from these specifications must be clearly outlined
if such alternate is submitted. It is contractor's
responsibility to insure alternate equipment will fit the
available space including access requirements specified.
He shall also be responsible for furnishing and coordi-
nating revised auxiliary equipment (such as controls,
starters, etc.) that are required due to the alternate
equipment.
5. REFRIGERANT LINES
6. CONTROLS
8. TEST AND BALANCE
9. GUARANTEE
I), /A ' 9 A
5 -
A. Refrigerant piping shall be seamless copper tubing with
3/4" armaflex suction line insulation. Size refrigerant
lines in accordance with manufacturer's recommendations.
A. Provide a thermostat with sub - base and locking thermostat
cover. Sub -base shall have manual changeover for heating
and cooling and on- auto -fan switch. Thermostat shall be
furnished by unit manufacturer.
7. Verify all voltages with electrical contractor before ordering
any equipment.
A. The entire HVAC system shall be tested, adjusted and
balanced to deliver the air quanti,ties shown on drawings.
A. All materials, equipment and workmanship shall be
guaranteed for a period of one year from the date of
acceptance of this project, and additional five year
period for the compressor.
B. Where specific equipment is noted to have extended
guarantees, the contractor shall be responsible for the
proper registration of these guarantees so that the owner
can make all proper claims should the need develop.
C. All work found to be defective shall be repaired or
replaced by the contractor without any charge to the
owner.
AIR CONDITIONING EQUIPMENT SCHEDULE
(HEAT PUMP)
DESIGN MANUFACTURER
ELECTRICAL SERVICE
TONS
SEER
MR HANDLING UNIT:
UNIT DESIGNATION
AREA SERVED
MANUF. MODEL NO.
TOTAL AIR CFM
EXT. STATIC PRESSURE IN W.G.
MOTOR FLA
TOTAL CAPACITY, BTUB
TOTAL SENSIBLE, BTUB
ENT. AIR TEMP. DB /WB °F
TOTAL HEATING BTUH
FILTER
CONDENSING UNIT
UNIT DESIGNATION
MANUF. MODEL NO.
COMPRESSOR TOTAL AMPS.
COND. FAN TOTAL AMPS
/ I
1M11 X i' i VA I,Vg
MITSUBISHI
115 -1 -60
3/4
10.0
AHU -1
BEDROOM
MSH09EW
260
0.3
0.3
9,000
7,200
80/67
10,300
WASHABLE
CU -1
MUH09EW
12
0.7
Y 4
A1 I
.y,
1. All plumbing shall be done in accordance with the
Florida Building Code, State and Local Ordinance.
3. Plumbing Contractor
in material and wor
of acceptance.
2. Plumbing Contractor shall pay all fees,
connection charges required.
4. Offset piping as
ductwork, etc., as
conditions.
PLUMBING SPECIFICATIONS
5. Plumbing Contractor shall verify all space conditions and
dimensions at job site prior to fabrication and installation .
of materials and equipment.
6. Coordinate work with other trades.
7. FurnSsh and install fixtures as specified in this drawing.
s. Each bathroom group shall be provided with air chambers as per
S.F.D•.C.
9. Provide shut -off valve for each fixture.
10. Provide piping as follows:
Domestic cold and hot water and water heater piping; copper
tube type K or L with solder joints, min. 125 lb. WOG bronze
valves. Sanitary waste and vent; no -hub cast iron piping or
copper DWV above floor slab. DWV schedule 40 PVC plastic pipe
may be used where permitted by code.
11. Insulate domestic hot water piping with 3/4" thick premolded
glass fiber pipe insulation with self - adhesive jacket.
4* DIAM. OUTLET WITH
Wet BACKDRAFT DAMPER
8' DIAM. 9 BLADED
PROPELLER FAN
DIRECTLY MOUNTED
TO 1000 RPM MOTOR
N. T.S.
shall guarantee all
kmanship for a period
required to clear
shown on drawing and
SCROLL TYPE STEEL
HOUSING WITH WHITE
BAKED ENAMEL F1NiSN
TYPICAL CEILING
EXHAUST FAN DETAIL
HVAC30
South
inspection and
work free of defects
of one year from date
building structure,
as required by field
ELECTRICAL JUNCTION BOX
POLYSTYRENE GRILLE
Wf -HITE COLOR. AUGNED
AND TIGHTENED BY
SINGLE CENTER KNOB
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1.A;: work to be one to accordance
with the SOUTH fLCH1DA bU1LCn;
CODE.
:.Contractor to verify .11 diwtenalon.
and condttlons .ad 6h,.11 notify the
arcnilact : any discrep.nclew are
d\.covered, before proceedln` with
the work involved.
3.A:: concrete stabs on j`rGuad to bta
•. " w;n. With oho v10/10 W.W.M. unless
otherelae noted, poured ovsr .
waterproof mewbr.rne.
Concrete re:tiro:ctn.; .teal to conform
with AST Ao:S epecs.ror Derorwe
belled Ste.: ig,radc O. Stirrups and
ties to be Trade •.O.
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to have • min. or 2,000 p.s.l. after
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have a win. of 3,000 p.6.1.
days, unless otherwil.
o Foundations dvsi6ned for • so::
oe.r :ng- crp.ctty or :,000 p.s.f..
Architect sh be nottfled If .ay
other CGndltlons are :Goad :GC
poss1b:e toundat ton redest,n.
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WARNING
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fit
06 October 1993
Miami. Shores Village
Structural Plans Examiner
D.F. ovici,,P.E.
tt,eitit/Lt-
Project:
Additions to Kaufman Residence
798 N.E. 98th Street
Miami Shores, Florida
Findings: Approved with amendments as annoted in red
on plans.
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