17-2095DEMOLITION & CONSTRUCTION NOTES:
CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM
ALL WORK TO MEET CODES, REGULATIONS, AND
MASONRY
1. DESIGN OF MASONRY IS BASED ON "BUILDING CODE
REQUIREMENTS AND SPECIFICATION FOR MASONRY
STRUCTURES", (TMS 402-08/ACI 530-08/ASCE 5-08).
2. PROVIDE CLEAN—OUT/ INSPECTION BLOCKOUT AT
BASE OF ALL VERTICAL FILLED CELLS. VERTICAL
REINFORCING SHALL BE SECURED TO FOUNDATION
DOWELS AND BEAM REINFORCING TO PREVENT
DISPLACEMENT DURING HIGH LIFT GROUTING OPERATIONS.
RESTRICTIONS, HAVING JURISDICTION.
CONCRETE REINFORCING
AT LEAST
1. CONCRETE AND REINFORCING SHALL BE PLACED
ALL DIMENSIONS SHALL BE VERIFIED PRIOR TO
ACCORDING TO ACI -318 AND MINIMUM CONCRETE COVER
CONSTRUCTION BY CONTRACTOR AND/OR
SHALL BE:
SUBCONTRACTORS. THE CONTRACTOR AND/OR
BEAM AND COLUMNS — 1-1/2"
SUBCONTRACTOR SHALL NOTIFY THE ARCHITECT OR
SLAB — 3/4"
ENGINEER AND PROJECT MANAGER OF ANY
EXPOSED UNPROTECTED CONCRETE — 1-1/2"
DISCREPANCIES PRIOR TO COMMENCING CONSTRUCTION. IF
FORMED CONCRETE BELOW GRADE — 2"
CONTRACTOR AND/OR SUBCONTRACTOR FAILS TO NOTIFY
UNFORMED CONCRETE BELOW GRADE — 3"
THE ARCHITECT OR ENGINEER OR PROJECT MANAGER, THE
2. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL
CONTRACTOR AND/OR SUBCONTRACTOR SHALL BEAR ALL
CONFORMING TO ASTM A615—GRADE 60. ALL DETAILING
EXPENSE FOR CORRECTION.
AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS
SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR
ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL
DETAILING REINFORCED CONC STRUCTURES ACI 315,
--BE PROVIDED TO SAFELY' SUPPORTALL CONSTRUCTION
LATEST EDITION".
LOADS.
3. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN
ADEQUATE BARRIERS SHALL BE PROVIDED TO PROTECT
FOOTINGS, FOUNDATIONS, WALLS, SLABS AND OTHER
PUBLIC AND ADJOINING PROPERTY
CONC SHALL BE LAP—SPLICED 48 BAR DIAM. OR 2'-0"
'
MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED BY
ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM
DRAWINGS). ALL BARS AT END OF CONT. FTGS, BEAMS
STANDARDS OF THE 2014 5th ED. FBC STANDARD
OR CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR
BUILDING CODE AND SUBSEQUENT AMENDMENTS.
SIDES OF INTERSECTING ELEMENTS. SPLICES OF
HORIZONTAL REINFORCING SHALL OCCUR ONLY AT
TO THE BEST OF THE ENGINEERS KNOWLEDGE, THESE
REINFORCED MASONRY COLUMNS.
PLANS AND SPECIFICATIONS COMPLY WITH THE
4. DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN
APPLICABLE MINIMUM BUILDING CODES.
ACCORDANCE WITH "THE MANUAL OF STANDARD PRACTICE
FOR REINFORCED CONCRETE CONSTRUCTION", AS
PUBLISHED BY THE CONCRETE REINFORCING STEEL
CONCRETE
INSTITUTE, UNLESS OTHERWISE NOTED.
1. STRUCTURAL CONCRETE SHALL CONFORM TO THE
5. REINFORCEMENT SHALL BE CAREFULLY PLACED,
REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A
RIGIDLY SUPPORTED, AND WELL TIED WITH BAR SUPPORTS
MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000
AND SPACERS.
6. ADEQUATE VERTICAL AND HORIZONTAL SHORING
PSI. UNLESS NOTED OTHERWISE ON PLAN OR IN
SHALL BE PROVIDED TO SAFELY SUPPORT ALL
SPECIFICATIONS
CONSTRUCTION LOADS.
Z. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF
2 INCHES PLUS OR MINUS ONE INCH.
3. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL
CONFORM STRICTLY TO THE REQUIREMENTS OF THE
PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR
CONTROL JOINTS DESIRED OR PREFERRED BY THE
CONTRACTOR SHALL BE APPROVED BY THE ENGINEER
PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED.
4. CHECK ALL DRAWINGS AND APPLICABLE
MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF
ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR
BOLTS, ETC. PRIOR TO PLACING CONC.
•00
1. ALL FRAMING LUMBER SHALL BE STRESS GRADE LUMBER
(SOUTHERN YELLOW PINE) WITH MIN. fb = 1500 PSF, #2 SPF
AND MOISTURE CONTENT NOT TO EXCEED 197.. ALL LUMBER
IN CONTACT WITH CONCRETE, MASONRY, EARTH, OR STEEL
SHALL BE PRESSURE TREATED. PLYWOOD SHALL BE EXTERIOR
GRADE 5/8" CDX.
2. SUPPORT FOR ANY ROOF TOP OR CEILING HUNG
EQUIPMENT, PARTITIONS, OR ITEM SHALL BE PROVIDED AND
COORDINATED BY THE GENERAL CONTRACTOR.
ALL
WORK SHALL CONFORM TO
AT LEAST
THE
MINIMUM STANDARDS OF THE
5th
ED. (2014) FBC STANDARD
BUILDING
CODE
AND SUBSEQUENT AMENDMENTS
THIS BUILDING HAS BEEN
DESIGN LOADS:
WIND VELOCITY,
RISK CAT.
EXPOSURE
ENCLOSED
DESIGNED FOR AT LEAST THE FOLLOWING MINIMUM
Vult= 170 MPH
Vosd = 132 MPH
11
D
INT. PRESSURE COEFF. +/— 0.18
GENERAL NOTES
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8'-0' TOP OF WALL
0'-0' TOP OF SLAB
8'-0' TOP OF WALL
0'4' TOP OF SLAB
DESIGN PR RES:
+ 35.3 PSF
- 38.2 PSF
0
NORTH
SOUTH
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0
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3 SOFFIT & FINISH DETAIL.
3/4 V-0,
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SCALE: 1/4"=l' -O"
0'-0' TOP OF SLAB
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12
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❑ ❑
DESM PRESSURES:
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#-0' TOP OF SCABA.,
DESiGN PRESSURES:
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T.O.F.
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REF. FIN. FLR. �»
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Date 11-23-16
Sheet
2 i
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114
t
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U=1683 rA U=1683 /�
F1=106 (�I F1=106 I`1
F2=626 F2=626
TYP. BOTH TYP. BOTH
SIDES SIDES
39'-0"
11'-4' 16'-0'
U=1683
F1=106
F2=626
A
TYP.
BOTH
SIDES
DIA. OTY LENGTH THREAD HOOK PROD
LENGTH
Y
IH D
O
NU
TB 1
CONNECTOR ALLOWABLE
m
FL PRODUCT
REMARKS
TYPE 13F
UPLIFT
CONNECTOR
LOAD VALUES
1'-6' 4' $
0
N
j
v
UPLIFT
LATERAL
LATERAL
TB -._1
C13tlNECTI13N
FORCE
+8'-3"
---
U=1683
F1=106
F2=62
A
TYP. BOTH
SIDES
.N
,4
#
CMU BOND BEAM
#
F1
F2
(QTY) a SIZE
HIP GIRDER
2-#5
#3 ® 8 -OC
(MA)O
(# OF CONNECTORS)PARALLEL
¢0Z)W0
PERPEND.
m
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END
895
SIMPS❑N HETA16
1810
340
725
(9)-10dX1 1/2'
EMBED 4'
G P
S- @12
E—E
—
GINE
" 0.
RED
.
SIMPSON MGT
3965
-
-
(22)-10d
(1) 5/8' BOLT
FL11470
PI
TRUSSES
GYB
CK
E
7
OR NOTE ■
m
1503
(2) SIMPSON HETA16
2035
1225
1520
(10)-10dX1 1/2'
EMBED 4'
FL11473
AT 1 PLY
D
649
SIMPSON H10
995
590
285
(8)-BdXl 1/2'
(8)-SdXl 1/2'
FL10456
E
418
SIMPSON LUS26
1165
GRAVITY LOAD
(4)-IOdXl 1/2'
(6) 10d
FL10655
CONN. RAFTER
Pa = 1070
TO LEDGER
M
U=168
TYP. BOTH F1=106
SIDES 2=626
A
HIP GIRDER
=1683
1=106 TYP. BOTH
2=62 SIDES
A
m
I-
TB
14F
m
F-
11'-0'
BEARING WALL BELOW
@ 8'0" elev.
U=1683
F1=106 f�1
F2=626
TYP. BOTH
SIDES
14'-3'
39'-0'
ROOD FRAMING PLAN
PRE—ENGINEERED
TRUSSES @ 2'-0" O.C.
13'-9"
SCALE: 1/4"=l'—O"
CONNECTOR SCHEDULE
DIA. OTY LENGTH THREAD HOOK PROD
LENGTH
Y
IH D
O
NU
1/2'
CONNECTOR ALLOWABLE
FASTENER
FL PRODUCT
REMARKS
TYPE 13F
UPLIFT
CONNECTOR
LOAD VALUES
1'-6' 4' $
APPROVAL #
2-#5
UPLIFT
LATERAL
LATERAL
9-1 4' 2'-0' 4' 4'
C13tlNECTI13N
FORCE
+8'-3"
---
1-#5
---
#
CMU BOND BEAM
#
F1
F2
(QTY) a SIZE
---
2-#5
#3 ® 8 -OC
(MA)O
(# OF CONNECTORS)PARALLEL
¢0Z)W0
PERPEND.
PER CONNECTOR
p�0
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TO BEAM
TO BEAM
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W
In
L i
JZI
Na
FORCE
A
895
SIMPS❑N HETA16
1810
340
725
(9)-10dX1 1/2'
EMBED 4'
FL11473
B
3137
SIMPSON MGT
3965
-
-
(22)-10d
(1) 5/8' BOLT
FL11470
SEE ANCt13R SCHEDULE
OR NOTE ■
C
1503
(2) SIMPSON HETA16
2035
1225
1520
(10)-10dX1 1/2'
EMBED 4'
FL11473
AT 1 PLY
D
649
SIMPSON H10
995
590
285
(8)-BdXl 1/2'
(8)-SdXl 1/2'
FL10456
E
418
SIMPSON LUS26
1165
GRAVITY LOAD
(4)-IOdXl 1/2'
(6) 10d
FL10655
CONN. RAFTER
Pa = 1070
TO LEDGER
NOTEi 538 SIMPSON HCP2 645 300 - (6)-IUa x t6) 1/4'xe- 1/4' FL10447 USE AT CORNER HIP
1 1/2' TITEN (SINGLE PLY)
X NDTE. S/8' THREADED R❑D WITH
SET EPDXY-TIE ADHESIVE W/ 12' EMBED,
MAY BE USED IN LIEU OF EMBEDDED ANCHOR
ANCHOR BOLT DETAIL
DIA. OTY LENGTH THREAD HOOK PROD
LENGTH
Y
IH D
O
NU
1/2'
W -s'
2~
2'
1 -1/2 -
511r 1'-o' 3' 3'
2'
3/4' 1'-3' 3' 3'
2-3/4'
1'-6' 4' $
3-1/2-
2-#5
---
4'
3-1/27
9-1 4' 2'-0' 4' 4'
3-1/2"
BEAM SCHEDULE
MARK
SIZE (wxd)
TOP ELEV.
REINFORCING
TOP
MID.
BOTT.
CLOSED TIES
REMARKS
TB -1
8"x12"
+8'-3"
2-#5
---
2-#5
-
TIE BEAM
BB -1
8"x8"
+8'-3"
---
1-#5
---
-
CMU BOND BEAM
B-2
8"x12"
+8'-3"
2-#5
---
2-#5
#3 ® 8 -OC
CIP BEAM
m
GABLE > 7 deg.
N
ROOF SHEATHING NAILING
NTS
ROOF SHEATHING:
Z=3'
19/32" OR GREATER
IL:
W
8d
RING SHANK
ZPNE 1
& 2:
4 O.C.
EDGE AND
6_ O.C.
INTERMEDIATE
ZPNE 3:
4 O.C.
EDGE AND
4' O.C.
INTERMEDIATE
NET ROOF PRESSURES:
ZONE 1: -40.8 PSF
ZONE 2: -70.9 PSF
ZONE 3: -104.9 PSF
ROOF FRAMING NOTES
2. TRUSS MANUFACTURER SHALL SUBMIT PLANS AND
ENGINEERING DRAWINGS FOR PERMIT,WHICH SHALL BE
CERTIFIED BY AN ENGINEER REGISTERED IN THE STATE
OF FLORIDA.
3. DESIGN LIVE LOAD
FLOOR 40 PSF
ROOF 30 PSF
WIND LOAD 170 MPH.
4. ALL MEMBERS SHALL BE SO FRAMED, ANCHORED, TIED
AND BRACED THAT THEY HAVE THE REQUIRED STRENGTH
AND RIGIDITY.
5. GENERALLY WALL SIZES INDICATED ARE BASED ON
NOMINAL LUMBER SIZES. CARE SHOULD BE TAKEN
DURING LAYOUT TO HOLD ALL EXTERIOR DIMENSIONS
AND WORK INTERIOR DIMENSIONS TO THE CENTER LINE
OF WALLS.
6. ALL CONNECTIONS SHALL BE AS SPECIFIED IN THE
5TH ED. (2014) FLORIDA BUILDING CODE AND LOCAL
AMENDMENTS
7. ALL PLYWOOD SHALL BE IDENTIFIED WITH THE
APPROPRIATE GRADE/TRADEMARK OF THE AMERICAN
PLYWOOD ASSOCIATION.
8. ALL PLYWOOD EXPOSED TO THE WEATHER SHALL BE
EXTERIOR TYPE.
9. ALL CONNECTORS HAVE BEEN SELECTED TO RESIST
LATERAL LOADS.
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1. -ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC,
& NFPA-70 AND ALL OTHER PERTAINING CODES AND REGULATIONS ESTABLISHED
BY AUTHORITIES HAVING JURISDICTION, AND SHALL MEET THE REQUIREMENTS
OF OTHER RECOGNIZED STANDARDS AS THE ASTM, IEEE, NFPA AND NEMA,WHERE
THE REQUIREMENTS OF SUCH STANDARDS ARE MORE STRINGENT THAN THOSE CITED ABOVE.
2. -ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST
CLASS MANNER, FULLY OPERATIVE, AND TO THE ACCEPTANCE OF THE OWNER AND THE
ENGINEER.
3. -ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE APPROVED BY U.L.AND SHALL
BEAR THE U.L.LABEL,
4. -THE PLANS ARE GENERALLY DIAGRAMMATIC AND THE CONTRACTOR SHALL COORDINATE
HIS WORK WITH THE WORK OF OTHER TRADES SO THAT INTERFERENCE BETWEEN CONDUITS
PIPING AND STRUCTURAL WORK WILL BE AVOIDED.
5. -THE CONTRACTOR SHALL HAVE VISITED THE JOB SITE BEFORE BIDDING AND
ASCERTAINED ALL EXISTING CONDITIONS WHICH WILLAFFECT HIS WORK. FAILURE TO
DO SO WILL NOT BE ACCEPTED AS A REASON FOR REQUESTING EXTRA PAY IN THE EVENT
THAT THE EXISTING CONDITIONS RESULT IN EXTRA MATERIALS OR LABOR.
6. -ANY EXISTING, CONDITION FOUND BY THE CONTRACTOR WHICH WILL ADVERSELY AFFECT
THE WORK SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER APED/OR
THE ENGINEER.
7. -AFTER THE SYSTEM IS INSTALLED CONTRACTOR SHALL CONDUCT AN OPERATIVE TE5� T
FOR APPROVAL AND ACCEPTANCE BY THE OWNER. EQUIPMENT SHALL BE GUARANTEED FOR A
PERIOD OF 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE THEREOF AGAINST DEFECTIVE
MATERIALS AND WORKMANSHIP.
8. -ALL CONDUCTORS SHALL BE SOFT COPPER WITH THW/THWN 600 VOLT INSULATION
CONDUIT SHALL BE RGS OR IMC FOR EXTERIOR RUNS, EMT FOR CONCEALED AND INTERIOR
RUNS NOT EXPOSED TO WEATHER OR MECHANICAL DAMAGE MAY BE USED UNDERGROUND
WHERE BURIED 18" AND PROVIDED WITH A GROUND WIRE AS PER NEC 250.
9. -GROUNDING SHALL COMPLY WITH NEC 250 AND SHALL CONSIST OF COPPER CONDUCTORS
IN CONDUIT WITH BOLTED OR BRAZED CONNECTIONS TO COLD WATER PIPE RODS,
AND ALL AVAILABLE ELECTRODES. (NEC: 250.50).
ALL METALLIC RACEWAYS SHALL BE GROUNTED.
10.-MECHANICALEQUIPMENT DISCONNECT SWITCHES SHALL BE PROVIDED WITH DUAL ELEMENT
FUSES SIZED AS NOTED PER MANUFACTURER'S RECOMMENDATION VERIFY BEFORE
INSTALLATION.
15. -SMOKE AND CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN 10 FEET OF EACH SLEEPING AREA.
A BATTERY BACK-UP POWER SUPPLY IS ALSO REQUIRED INTERCONNECTED AND ON IFCI.
L
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ELECTRICAL NOTES:
1. -ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC,
& NFPA-70 AND ALL OTHER PERTAINING CODES AND REGULATIONS ESTABLISHED
BY AUTHORITIES HAVING JURISDICTION, AND SHALL MEET THE REQUIREMENTS
OF OTHER RECOGNIZED STANDARDS AS THE ASTM, IEEE, NFPA AND NEMA,WHERE
THE REQUIREMENTS OF SUCH STANDARDS ARE MORE STRINGENT THAN THOSE CITED ABOVE.
2. -ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST
CLASS MANNER, FULLY OPERATIVE, AND TO THE ACCEPTANCE OF THE OWNER AND THE
ENGINEER.
3. -ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE APPROVED BY U.L.AND SHALL
BEAR THE U.L.LABEL,
4. -THE PLANS ARE GENERALLY DIAGRAMMATIC AND THE CONTRACTOR SHALL COORDINATE
HIS WORK WITH THE WORK OF OTHER TRADES SO THAT INTERFERENCE BETWEEN CONDUITS
PIPING AND STRUCTURAL WORK WILL BE AVOIDED.
5. -THE CONTRACTOR SHALL HAVE VISITED THE JOB SITE BEFORE BIDDING AND
ASCERTAINED ALL EXISTING CONDITIONS WHICH WILLAFFECT HIS WORK. FAILURE TO
DO SO WILL NOT BE ACCEPTED AS A REASON FOR REQUESTING EXTRA PAY IN THE EVENT
THAT THE EXISTING CONDITIONS RESULT IN EXTRA MATERIALS OR LABOR.
6. -ANY EXISTING, CONDITION FOUND BY THE CONTRACTOR WHICH WILL ADVERSELY AFFECT
THE WORK SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER APED/OR
THE ENGINEER.
7. -AFTER THE SYSTEM IS INSTALLED CONTRACTOR SHALL CONDUCT AN OPERATIVE TE5� T
FOR APPROVAL AND ACCEPTANCE BY THE OWNER. EQUIPMENT SHALL BE GUARANTEED FOR A
PERIOD OF 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE THEREOF AGAINST DEFECTIVE
MATERIALS AND WORKMANSHIP.
8. -ALL CONDUCTORS SHALL BE SOFT COPPER WITH THW/THWN 600 VOLT INSULATION
CONDUIT SHALL BE RGS OR IMC FOR EXTERIOR RUNS, EMT FOR CONCEALED AND INTERIOR
RUNS NOT EXPOSED TO WEATHER OR MECHANICAL DAMAGE MAY BE USED UNDERGROUND
WHERE BURIED 18" AND PROVIDED WITH A GROUND WIRE AS PER NEC 250.
9. -GROUNDING SHALL COMPLY WITH NEC 250 AND SHALL CONSIST OF COPPER CONDUCTORS
IN CONDUIT WITH BOLTED OR BRAZED CONNECTIONS TO COLD WATER PIPE RODS,
AND ALL AVAILABLE ELECTRODES. (NEC: 250.50).
ALL METALLIC RACEWAYS SHALL BE GROUNTED.
10.-MECHANICALEQUIPMENT DISCONNECT SWITCHES SHALL BE PROVIDED WITH DUAL ELEMENT
FUSES SIZED AS NOTED PER MANUFACTURER'S RECOMMENDATION VERIFY BEFORE
INSTALLATION.
15. -SMOKE AND CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN 10 FEET OF EACH SLEEPING AREA.
A BATTERY BACK-UP POWER SUPPLY IS ALSO REQUIRED INTERCONNECTED AND ON IFCI.
L
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DocuSign Envelope ID: EEB3876A-80CC-4767-BE6B-2BOAD3D190FC
SYS # TONS I MANUS
UNIT MODEL
1 2.0 GOODMAN GSX160241F*
LF G END
>4 10x10 SUPPLY GRILLE
6x6 SUPPLY GRILLE
GSM
1-0 50 CFM EXHAUST FAN (V.T.O.)
RETURN AIR DUCT
SUPPLY AIR DUCT
4" QCT FLEX DUCT
------------------ 3/4" PVC DRAIN LINE
WALL
CONNECTION
FROM AHU TO RIGID DUCT
NOTE:
AIR HANDLER
SHALL WAVE A MW.
CLEARANCE OF 3"
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BACK t TOP WITH
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OF THE ENCLOSING
SPACE BEING AT
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RETURN
MCA/ UNIT # A.H.0 CFM
MOCP UNIT MODEL TOTAL
MFG 1 ASPT29B14A* 800
CEILING
0
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SECONDARY BRAN PAN WITH FLOAT SWITCH-- /
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HEAT
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LINE SIZE
DRAWINGS AND AS SPECIFIED.
2. MECHANICAL EQUIPMENT & FITTINGS SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. WORK SHALL INCLUDE TRIM AND RELATED CONSTRUCTION AS REQUIRED.
13.
K.G. ENERGY
PROVIDE EXPERIENCED, WELL TRAINED WORKERS COMPETENT TO COMPLETE THE WORK AS SPECIFIED.
DESIGN,
LLG
23600
5
8242076
7/8"& 3/8"
4. UNLESS APPROVED BY THE DESIGNER, PROVIDE RELATED PRODUCTS AND ACCESSORIES FROM ONE MANUFACTURER.
5. ALL WORK SHALL COIF -PLY W/ MANUFACTURER'S SPECIFICATIONS.
6. } SUB -CONTRACTOR SHALL PROVIDE COPIES OF MANUFACTURERS INSTALLATION, MAINTENANCE & WARRANTY INFORMATION.
efficiency b y design'
7. DELIVER, STORE & TRANSPORT MATERIALS TO AVOID DAMAGE TO THE PRODUCT AND OTHER WORK. REJECT ANY DAMAGED PRODUCTS DELIVERED TO JOB SITE.
__---- REF LINES ON EXTERIOR OF
BUILDING WALL IN fWDTECTIVE
8. VERIFY LAYOUT AND C.F.M. REQUIREMENTS SHOWN ON DRAWINGS AND NOTIFY DESIGNER OF DISCREPANCIES.
KAREN OLIVER
1470 NORTH CONGRESS AVE
METAL LINE CHASE, PANT TO
9. EXAMINE AND VERIFY THAT JOB CONDITIONS ARE SATISFACTORY FOR ACCEPTABLE WORK.
WEST PALM BEACH, FL, 33409
561.327.7272 FAX 561.333.0775
MATCH WALL
10. MAINTAIN AND USE UP-TO-DATE TRADE STANDARDS AND MANUFACTURERS INSTRUCTIONS.
FLORIDA STATE LICENSE #CACA15692
NOTE
THERE CAN Be NO OVERHANG OR
11. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES.
OBSTRUCTION TO AIR FLOW
12. DUCTWORK SHALL BE R-6 MINIMUM (3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS WITH VAPOR BARRIER) IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS.
DIRECTLY A50VE CONDENSING
UNIT
DUCTWORK AND COMPONENTS SHALL BE CLASS 1 IN ACCORDANCE WITH 181 TESTS.
13. FLEXIBLE DUCT SHALL BE CLASS A IN ACCORDANCE WITH NAFPA STANDARDS 90A OR 90B INSTALLED STRICTLY AS DIRECTED BY MANUFACTURER, WITHOUT SAGS OR
KINKS.
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14. REFRIGERANT PIPING SHALL BE COPPER, HAND DRAWN TYPE L ACR TYP, DEHYDRATED AND SEALED JOINTS TO BE HIGH TEMPERATURE BRAZING ALLOY NOT LESS THAN
5% SILVER. INSULATION NOT LESS TI -LAN 1/2" "ARMAFLEX" 'TYPE. LIQUID AND SUCTION LINES TO BE SIZED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
(S) FLIT EQ TIE DOWN CLIPS
15. PROVIDE TURNING VANES FOR PROPER AIR BALANCING.
- 411xi° G90 39K,SI QALY. STEEL Wf't1-!
16. PROVIDE GASKETS AT ALL GRILLS AND DIFFUSERS.
- SCREW THRU UNIT M PLACES AND
#" TAPcoN I" EMi3ED INTO
17. DRYER VENT SHALL BE MIN. 25 GAUGE METAL PIPE WITH SMOOTH INTERIOR SURFACE OR APPROVED METAL MATERIAL AND INSTALLED AND UTILIZED IN ACCORDANCE
DRAWINGS FOR:
CON 1141STT
WITH MANUFACTURER'S RECOMMENDATIONS. MINIMUM SIZE OF EXHAUST DUCT SHALL BE 4" INTERIOR DIMENSIONS. MAXIMUM LENGTH SHALL NOT EXCEED 25' FROM DRYER
EA R ¢" FROM
CORNER TYP.
LOCATION TO WALL, ROOFCAP OR ENGINEERED EXHAUST SYSTEM.
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18. BALANCED AIR RETURN - RETURN AIR SHALL BE 1 1/2 TIMES THE CROSS SECTIONAL AREA (SQ INCHES) OF THE SUPPLY DUCT ENTERING THE ROOM ITS SERVING & THE
0
DOOR HAVING UNRESTRICTED 1" UNDERCUT. ALL SUPPLY AIR INTO THE MASTER SUITE SHALL BE INCLUDED.
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19. SIZING FOR THRU THE WALL TRANSFER GRILLES SHALL USE 50 SQUARE INCHES TO 100 CFM OF SUPPLY AIR WITH UNRESTRICTED 1" DOOR UNDERCUT.
RESIDENCE
20. DUCTS SHALL NOT BE INSTALLED IN OR WITHIN 6" OF THE GROUND.
4 CONCRETE SLA5 3 ABOVE
21. DRYER VENT -MIN. 4" GALVANIZED
ADJOINING
DJ SING FINISHED
° i3GRADE UNIT
METAL DUCT TO BE LISTED AND UL LABEL AND CONSTRUCTED AS PER FMC 504.6 AND VENTED TO THE EXTERIOR WITH BACK DRAFT DAMPER AS 504.4&5
ON ALL SIDES'
22. AC SHALL BE IN COMPLIANCE WITH FBC RESIDENTLAL 5TH(2014) EDITION
NOTE: A/C COND. UNIT A
ANCHORAGE SHALL IBE CAPA5LE
23. AHU UNITS SHALL HAVE A DRAIN PAN WITH OVERFLOW SHUT OFF SWITCH
135 FLAMINGO DRIVE
OF SUSTAINING Ii0 MPH WIND LOAD
AS PER FBc 16202
24. MECHANICAL EQUIPMENT AND APPLIANCES SHALL BE LOCATED AT OR ABOVE THE ELEVATION REQUIRED BY SECTION 1612.4
Q
BOYNTON BEACH FLORIDA
25. CONDENSATE DRAIN LINES SHALL DISCHARGE AT LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL
'
EQUIPMENT SCHEDULE & LEGEND
Q
EXTENSIONS OR SPLASH BLOCKS. AS PER 2014 FBC-8318.5
26. ALL ENVIRONMENTAL AIR EXHAUST SHALL TERMINATE NOT LESS THAN 3 FEET FROM OPERAL OPENINGS AS PER 2014 FMC 501.2.1.
r� GENERAL HVAC NOTES
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FIRST FLOOR HVAC PLAN
Scale: 1/4" = V-0"
DRAWING INFO
DATE 9/16/2016
SCALE VARIES
JOB # XXXX
DRAWN BY D. MOYER
REVISIONS
OWNERSHIP AND USE OF
THESE DOCUMENTS &
SPECIFICATIONS AS
INSTRUMENTS OF SERVICE
ARE AND SHALL REMAIN THE
PROPERTY OF THE K.O.
ENERGY DESIGN, LLC.
WHETHER THE PROJECT THEY
ARE MADE FOR IS EXECUTED
OR NOT. THEY SHALL NOT BE
USED BY THE OWNER OR
OTHERS ON OTHER PROJECTS
OR FOR ADDITIONS TO THIS
PROJECT BY OTHERS, EXCEPT
BY AGREEMENT IN WRITING
FROM K.O. ENERGY DESIGN,
LLC.
DocuSigned by:
561477A05D2941 E...
KAREN OLIVER 9/19/2016
FLORIDA STATE LICENSE #CACA15692
SHEET
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