HomeMy WebLinkAboutSUBMITTED PAPPERS 1' x GENERAL NOTES RAYD. REINHARD, P.E.
,1. The design and construction of the structure and/or structural components depicted on this plan are fully
., under the jurisdiction of the 1997 Standard Building Code.
2. All specified bolts (anchor bolts or other) shall be structural quality -ASTM 307 or better.
• 3 ^ Prior to consWctlon, engineer shall review approved truss drawings with uplift loads for compatibility with
these details and specifications.
4' Trusses depicted are schematic only. Refer to manufactures recommendations for proper design,
drawings, lumber grade, bracing, installation, etc. - Truss plan is to be certified by a professional engineer
with a note staling that the trusses are designed for the specified wind loading. Individually certified truss
shop drawings are to be provided listing the uplift reactions for each truss.
5. All specified pre -fabricated fastening devices shall be installed in accordance with the manufacturers
recommendations, use nailing for maximum load development
8. DESIGN LOADS
Loads used for the design of structural components:
Roof Loads
Dead Loads 240 PSF
Live Load 16 PSF
Floor Loads
Dead Load 15 PSF
Live Load 40 PSF
Conc. Structures
Dead Load 150 PCF 1p
Wind Load (L MPH (39PSF Basic, with applicable shape factors)
Allow. Soil Pressure 2600 PSF (98%compaction density required)
7. CONCRETE
- Cast in place concrete shall achieve a 28 day compressive strength as follows:
Beams/Girders 3500 PSI -5"Slump
Foundation 3000 PSI-3"to5"Slump
Grout (cells) 2000 PSI - 8" to i"" Slump
- Cast in place concrete shall be designed, mixed, placed and cured in accordance with ACI standards.
8. REINFORCEMENT
- Concrete reinforcing bars shall be deformed new billet steel conforming to ASTM A-615, Grade 60.
- All splices shall be lap splices. Splices shall be a minimum of 40 bar diameters, using larger bar
diameters when splicing different size bars.
- Reinforcement may be bent in shop or field provided that:
Diameter of bend shall be greater than 6 bar diameters.
Reinforcement partially embedded in concrete shall not be bent
- Secure reinforcement from displacement during concrete placement utilizing chairs and bolsters.
- Welded wire mesh shall conform to ASTM A-185. Provide chairs and bolsters to insure that the mesh
is embedded 1" from top of slab.
- Minimum concrete cover shall be:
Footings 3"
Beams, Slabs, & Walls 1 - W up to No. 5 Bar
2" No. 6 Bar and Greater
Grouted Masonry Walls 2"
- Standard 90° Hook is reinforcing bar terminating with a 9D° bend and an extension from bend at least
12 bar diameters. This shall be used at all vertical reinforcement terminations into tie beams and
foundations.
9. GROUTED MASONRY CONSTRUCTION
- All concrete masonry units shall comply with ASTM C-90 with type M or S mortar complying to ASTM
A-270.
- Min. net area compressive strength or CMU units shall be 1900 PSI.
- All grout used in CMU cells shall have a maximum course aggregate of 3/8", shall be placed with a
slump of 8" to 11", and shall have a min. compressive strength of 2000 PSI at 28 days, and shall be in
accordance with ASTM C-476.
- All exterior CMU walls shall be grouted and reinforced with 1 reinforcing bar with bar size and spacing
as shown on typical section or plan. Provide W Gear distance between any inside cell wall and
reinforcement bar. Ensure that cells that are to be grouted line up properly and have a min. dear area
of 10 sq. in. and a min. 1 Gear distance of 3". Reinforcing bar lap splices shall be a minimum of 48 bar
^ diameters.
- Provide clean -out openings at all filled cell locations at bottom course.
Spaces to be grouted shall be free of mortar droppings, debris, loose aggregates, or other deleterious
materials.
SCANNED
BY
St Lucie County
GENERAL NOTES RAYD. REINHARD, P.E.
.1. The design and construction of the structure and/or structural components depicted on this plan are fully
under the jurisdiction of the 1997 Standard Building Code.
2. All specified bolts (anchor bolts or other) shall be structural quality -ASTM 307 or better.
3. Prior to construction, engineer shall review approved truss drawings with uplift loads for compatibility with
these details and specifications.
4. Trusses depicted are schematic only. Refer to manufactures recommendations for proper design,
drawings, lumber grade, bracing, installation, etc - Truss plan is to be certified by a professional engineer
with a note stating that the tosses are designed for the specified wind loading. Individually certified truss
shop drawings are to be provided listing the uplift reactions for each truss.
5. All specified pre -fabricated fastening devices shall be installed in accordance with the manufacturers
recommendations, use nailing for maximum load development.
6. DESIGN LOADS
Loads used for the design of structural components:
Roof Loads
Dead Loads 2jo PSF
Live Load 16 PSF
Floor Loads
Dead Load 15 PSF
Live Load 40 PSF
Conc. Structures
Dead Load 150 PCF �.77pp
Wind Load ItO MPH (W PSF Basic, with applicable shape factors)
Allow. Soil Pressure 2500 PSF (98 % compaction density required)
7. CONCRETE
- Cast in place concrete shall achieve a 28 day compressive strength as follows:
Beams/Girders 3600 PSI-5"Slump
Foundation 3000 PSI - 3" to 5" Slump
Grout (cells) 2000 PSI - 8"toll" Slump
- Cast in place concrete shall be designed, mixed, placed and cured in accordance with ACI standards.
8. REINFORCEMENT
- Concrete reinforcing bars shall be deformed new billet steel conforming to ASTM A-615, Grade 60.
- All splices shall be lap splices. Splices shall be a minimum of 40 bar diameters, using larger bar
diameters when splicing different size bars.
- Reinforcement may be bent in shop or field provided that
Diameter of bend shall be greater than 6 bar diameters.
Reinforcement partially embedded in concrete shall not be bent.
- Secure reinforcement from displacement during concrete placement utilizing chairs and bolsters.
- Welded wire mesh shall comorn to ASTM A-185. Provide chairs and bolsters to insure that the mesh
is embedded 1" from top of slab.
- Minimum concrete cover shall be:
Footings 3"
Beams, Slabs, & Walls 1 - W up to No. 5 Bar
2" No. 6 Bar and Greater
Grouted Masonry Walls Z.
- Standard 90" Hook is reinforcing bar terminating with a 90° bend and an extension from bend at least
12 bar diameters. This shall be used at all vertical reinforcement terminations into tie beams and
foundations.
9. GROUTED MASONRY CONSTRUCTION
- All concrete masonry units shall comply with ASTM C-90 with type M or S mortar complying to ASTM
A-270.
- Min. net area compressive strength or CMU units shall be 1900 PSI.
- All grout used in CMU cells shall have a maximum course aggregate of 3/8", shall be placed with a
slump of 8" to 11", and shall have a min. compressive strength of 2000 PSI at 28 days, and shall be in
accordance with ASTM C-476.
- All exterior CMU walls shall be grouted and reinforced with 1 reinforcing bar with bar size and spacing
as shown on typical section or plan. Provide W' clear distance between any inside cell wall and
reinforcement bar. Ensure that cells that are to be grouted line up property and have a min. Gear area
of 10 sq. in. and a min. 1 dear distance of 3". Reinforcing bar lap splices shall be a minimum of 48 bar
diameters.
- Provide dean-0ut openings at all filled cell locations at bottom course.
- Spaces to be grouted shall be free of mortar droppings, debris, loose aggregates, or other deleterious
materials.
I , Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CO'DE ' FOR BUILDING CONSTRUCTION
FORM 60OA-97 Residential Whole Building Performance Method I
A CENTRAL 4 5 6
OFFICE*
1. New construction or addition
2. Single family detached or Multifamily attached
3. If Multifamily -No. of units covered by this submission
4. Is this a worst case? (yes / no)
5. Conditioned floor area (sq. ft.)
6. Predominant eave overhang (ft.)
7. Glass type and area:
a. Clear glass
b. Tint, film or solar screen
.8. Floor type and insulation:
a. Slab -on -grade (R-value + perimeter)
b. Wood, raised (R-value + sq. ft.)
c. Concrete, raised (R-value)
9. Net Wall type, area and insulation:.
a. Exterior: 1. Concrete block (Insulation R-value)
2. Wood frame (Insulation R-value)
3. Steel frame (Insulation R-value)
4. Log (Insulation'R-value)
5. Other:.
b. Adjacent: 1. Concrete block (Insulation R-value)
2. Wood frame (Insulation R-value)
3. Steel frame (Insulation R-value)
4. Log (Insulation R-value)
10. Ceiling type, area and insulation:
a. 'Under attic (Insulation R-value)
b. Single assembly (insulation R-value)
c. Radiant barrier installed (yes / no)
11. Air distribution system:
a: Ducts (Insulation + Location)
b. Air Handier(Location)
12. Cooling system:
(Types: central -split, central -single pkg., room unit, PTAC., gas, none)
13. Heating system:
(Types: heat pump, elect strip, net. gas, L.P. gas; gas h.p., room or PTAC'„none)
14. Hot water system:
(Types: elec.;,natural gas; solar, L.P. gas, none)
15. Hot Water Credits:
a. Heat Recovery (HR)
b. Dedicated Heat Pump(DHP)
c. Solar
16. HVAC Credits
(Use: CF-Ceiling Fan, CV -Cross vent, PT -Programmable thermostat,
HF-Whole house fan; MZ•Multizone)
17. COMPLIANCE STATUS: (PASS if As -Built Pts. are less than Base Pts.)
a. Total As -Built points b. Total Base points
I hereby certify that the plans and specifications covered by the calculation are in I Ri
compliance with the Florida Energy Code. ® in
3•
NO.:
t.
/yew
2.
v! F
3.
4.CS
5.
21 -7 V
sq.. ft.
6.
Z
ft.
Single Pane
Double Pane
7a.
sq. ft.
sq. ft.
7b.
1 5�7 sq. ft.
sq. ft.
8a.
R=
1. ft.
8b.
R=
sq. ft.
8c.
R=
sq. ft.
9a-1
R= S. 7
262 sq. ft.
9a-2
R=
sq. ft.
9a-3
R=
sq. ft.
9a-4
R=
sq. ft.
9b-1
R=
_ sq. ft.
9b-2
R=
sq. ft.
9b-3
R=
sq. ft.
9b-4
R=
sq. ft.
10a.R= c) 1307- sq. ft
10b. R= sq. ft
10c.
11 a. R= 6 r% tic fwndhmmnp )
11b. Corr t.{ wed./uncwd.j
12a. Type: neg"I s.ne(a
12b. SEER/EER/CO- P
12c. Capacity:
13a. 'Type: e(ec. sk,'ej
13b. RSPF/COP/AFUE:
13c, Capacity:
14a. Type: C e C
14b. EF: .r!H
15a.
15b.
15c.
16. &r
construction is con
compliance in accord
BUILDING OFFICIAL:
CK
the Florida Energy 'Code. Before
this building will be inspected for
VIL g 'f Revised 1998
CI IMMM rAl rIILATIONS
CLIMATEZGNES 4 S' 6
MEN
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COND WEIGHTEDGLASS BASE
x FLOOR x MULTIPLIER = GLASS
AREA SUBTOTAL
.18 170 142.077
COMPONENT
DESCRIPTION .
AREA 'x
UMMER BASESUMMER BASE
POINT. MULT. = SPOINTS
.EXTERIOR
1.9
ADJACENT' _
_.
_7
3
EXTERIOR
22v
c
ADJACENT
0
COOLING I t5A=uuuu
SYSTEM SYSTEM
/2,
HOT
NUMBER BASE
BASE
OF x HOTWATER,._
HOTWATER'
WATER
BEDROOMS _ MULTIPLIER
POITS
SYSTEM
_3-.- 2564
7G �L
AS -BUILT
GLASS
-SUBTOTAL
COMPONENT
DESCRIPTION
AREA
SUMMER
x POINT. MULT. =
0-2THRU 6A-6
AS -BUILT
SUMMER
_ POINTS.
ev- . CBS :sr,r
2G2
, o -
z
AS -BUILT
NUMBER -
AS -BUILT' - AS -BUILT
_ AS -BUILT
HOTWATER
OF x
HWM x HWCM
= HOTWATER
SYSTEMDESC.
..BEDROOMS
6A-9)
(6A-201
I POINTS.
el
ems,
3
1 V"
1 '7 u v - .
SUMMER POINT MULTIPLIERS (SOM)
' 6A-1 SUMMER OVERHANG FACTORS(SOF) FOR SINGLE AND DOUBLE PANE GLASS.
CLIMATEZONES 4 5 6
North
1:00
0.992
0.971
0.931
0.691
0.8 -
0. 11
0.776
0.748
0.695
0.651
0.611
m
Southeast
wo
-Sou1R
1:
649
0776
07
0.
0.618
0.
0.53
0.503
.475
y
Southwest
T.
0.997
0,956
0.874_,
0.793.
0.709
0.645
0.588
0.547
0.47R
0.431
0.396
West
1.00
0:994
0.964.
�0.902
0834
0.757
- 0.691
0.630
0.582 -
0.500
OA38
0.391.
.Northwest
1.00
0.995
0.966
6:oil
0.857
0.798
0751
0.708
0.674
6
0.570
0.532
,OHLen1h
0.0,
1.9
'1:5'
I 2:0'
6A-2 WALLSUMMERPOINTMULTIPLIERS(SPMI
FRAME
WOOD- STEEL
CO_NCRETEBLOCK ORMALVQ
INTERIOR -
INSULATION
FACEBRICK
LOG
EXT.
INSUL
R-VALUE'
WOODFR
R-VALUE
BLOCK
0-6.9.
2.9
0.2.9
1.0
61NCH
81NCH
R-VALUE'
EXT
AW'
EXT'
ADJ
A -VALUE _
EXT
AW
EXF
7-10.9
.6
3-6.9
,6 _
R-VALUE
EXT
EXT
'.6.6.9
6.4
2.2
8.9
2.9_
0-2.9
25
.9
2.5
_11.18.9
.4
7.9.9
.4
0.2.9
1:7
1.0
7.10.9
2.3.
.8
4A
1.3
3-4.9
1.4
.7
.7
19-25.9
.2
10&LP
:2. -
3-6.9
1.1 -
.8
11-12.9.
1.9 .
.7
3.0
1.0
5-6.9
1'.0
.6
.3
26 &.0
.1
7 & U .
..8
.7
13-18.9
1.7-.
.6
2.8
0.9
7-10.9
.4
:1
NOTE:SEESECTION2.00FAPPENDLXGFORMULTIPLIERS
OF EWELOPE COMPONENTS NOT ON THIS FORM:.
19-25.9
1.0
.3
2.4
0.8
11-18.9
.4
.3'
0
26&U
.6
:2
1.3
0.4
19-25.9
.2
.2
26 & U
.1
.1
ITA-6 IWILINAIIUN&INIEHNALUAINS
5PM
' � �
..Yt9.Y'"7u'=tionAnterna[Gains
I
44:31bined)
6A-7A AIR HANDLER MULTnIPLIER
fSPM1
Located in attic
1.04.
Located in ara
1.00
Locatedincondidonedarea
I a:93
Located on exterior of builoidg
RA.R enniimn SVATFmmiii TipiipnS(rgmi
6A=7 DUCT MULTIPLIERS IOMTsePnnuFme�.e�nomMim�a.
SUPPLYDUCTSIN:
DUCT
R-Value
RETURN
DUCTSIn:
UNCONDITIONEDSPACEATTIC
WITH MIS
CONDRIONED SPAC
UnoenditionedSpace
4.2
'1.065
1.061
10
6.0
Y.048
1.045
1.044
.8.0.
1.037
_ t:035
Attic with Radiant Barrier.(RES)
4.2
1.046
L043
1.040
6.0'
1.034
1.032
1.030
8.0
1.02
-'1.025
1.224
Conditioned Space.
4:2
T.003
1.002
1.0
6.0
1.002
1.001
.0
-8.0
1 1.001
'1.001
SYSTEMTYPE Se Tab!e_s•3forCddeminiinums
COOLINGSYSTEMMULTIPLIERS
CSM
Centre) Units
RaVnq
1_ 7.5-7.9
1 8.0-8.4
8.5-8.8
1 8.9-9.4
i 9:5-9A
to.0-10.4
10.5-10.9
11.0-11A
1 ,9
11;20
12.0-12.4
(SEER)
CSM
.45
.43
.40
- .38 -
.36
%4
�:32
.31
-- .28
PTAC&Room Units.(EER)
Raliri
12.5-12.9
13:0.13.4
13.5-13.9
14.0-14.4
14:5-14.9
15:0-15:4
15.5-15.9
16.0-16A
16!5-16.9.
1717.
CSM
.27
126.
.25
.24
.24
.23
.22
.21.
.27
.19
911.0 WnTWATFCILIITI MITI IFCCAJWIAI
SYSTEMTYPE Seeie14e6.12torCooem'mimums
HOTWATERMULTIPLIERS
HWM
-
Electdc Resistance
EF
.80-.81
.82..83
.84-.85
.86-:87
:88,90
.91-.9
.94-.96
. 7& U
HWM
2820
2752
2685
2624'
2564
2479
2326
Natural Gas
EF
_43..47
.48-:49'
.50-51
.52-.53
.%.55
,56-.57
.58-.59
.60-.61
.62-.63
.66 & U
HWM
2162
1936
1859
1787
1721
1660
1602
1549
1499
1452
1408
LP Gas
HWM
2645
2368
2274
2186
2106
-2031
1960
1895
1834
1776
1722
Ded. HP or Solar
'EF -
1.0.1.49
1.5-1.99
2.0.2A9
2.6-2.99
3.0-3.49
3.5-3.99
4.0-4.49
4.5-4.99
-5.0-U
System with Tank
HWM.
'.2256
-- 1504
1128
902.
'752
645
564
501
-451
.3-
WINTER POINT MULTIPLIERS (WPM)
6A-10 WINTEROVERHANGFACTORS(WOF) «
CLIMATEZONES 4 5 6
North
1.00
0.998
0.996
0.995
0.995
-0.994
0.993
0.992
0.990
0.988.
0.986
0.984
r
m
.
Sou
_7
L.._1,939
�a
_
..
1.2,291
W
I
Southwest
.00
1.002
1.013
I.M
- 1.071
1 118
1.168
1.225
1.278
1.490
1.573-
II`
West
1.00
0.M
1-.003
1.013_
1.025
1.040
1.053
1:067
1'.077
1.095
1:107
1-.116'
Northwest
1.00
0.999..
0.998
. 97-
0.997
0.996
0.995
0.994
0.993
0.9 00
0.989
OH Lencith 1
0.0'
1 1.9
1 1:5' 1
2.V
3.Y
3.5'
4.5'
c
6A-11 WALLWINTERPOINTMULTIPLIERSIWPMI
FRAME
WOOD STEEL
CONCRETE
BLOCK NORMAL
_ FACESIRICK
I LOG
INTERIOR
.INSULATION.
EXT.,
INSUL
R-VALUE.
WOODFR
R-VALUE,
BLOCK
06.9
7.0
1 0-29
1 3.7
1
i6iNCH
:81NCH
R-VALUKEXr
ADJ
EXT
ADJ
R-VALUE
EXT
ADJ
EXT'
7-IV9
2.1
3-6.9
2.6
R-VALUE
EXT
EXT
06.9
5.3'
9.4'.
1.7
0-2.9
6.0
1.1
61
11-18.9
1.7
�7-9.9
1.8
0-2.9
22
12
7.10.9
2.1
4.4
3.3
3-0:9
3.8
2.3
2.8
19-25.9
1.0
10&•UP11.12.9
1.8
3.3
26
56.9
2.
.9`
2.0
26&L
:6
7&U
.9
'7
13-18.9-
1.6
3.0.
2:4
7-10.9
2..
•1.1
1.519.25.9
NOTE:SEESECTION2.00FAPPENDIXCFORMULTIPLIERS.
OF ENVELOPE COMPONENTS NOT ON THIS FORM.
1.0
2.6
2.2
'11.18.9
1.5'
.8
26&U
.7
1A
12
19-25.9
.8�
.7
26&,U _
.5
.5'
6A-12 DOOR.WINTER POINTMULTIPLIERS(WPM)
DOOR TYPE
'EXTERIOR.
ADJACENT
WOOD,
7.6
5.9
INSULATED
5.T
4.0
6A-14 FLOOR WINTER POINTMULTIPLIERSIWPMI
6A-13 CEILING
UNIT R TTI
SINGLEASSEMBLY
CONCRETE DECK ROOF
CEILING TYPE
R-VALUE
WPM
R-VALUE
WPM
19-21.9
1.0
10-10.9
1.8
R-VALUE
EXPOSED
I DROPPED
22-25.9
.9
11-12.9'
1.6
10-13.9
1.02
0.83
26-29.9
.7
13-18.9
1.5
'14-20.9
0.59
0.49 -
3037.9
.6.
19-25.9
1.1
-21 &.0
0.26
023
-'38&U
.4
26.29.9- -
.6.
ISO
e
It
30 & Up
A
SLAB -ON -GRADE
EDGEINSULATION
RAISED
CONCRETE'
RAISED WOOD
' ' POST OR PIER STEMWALLW/UNDER ADJACENT
CONSTRUCTION FLCORINSULATION
R-VALUE
WPM
R-VALUE
WPM
R-VALUE.
WPM
WPM
WPM
0-2.9
2.5
0-2.9
_- 4.0
_ D-6.9
2.49
- 1.8 _
5.3
3.4.9
-1.7
3-4.9
1.8
7-10.9
0.78
_ :7
_ 2.1
56.9
-2.4
"A
1.1
11-18.9
- 0:47
.5
,8
7&U
-2.7
7&U
.8
19 & Up
0.14
- .3
6A-15 INFILTRATION &INTERNALGAINS P
Willem, Gdm ,'RM� t�JO °•
Infiftration4bternalGains -0.28
(Combined)
RA.1AA, AIRHANnIPRmiu T1D11PGRMIDvn
Located in a6ic
1.04
Located in oaraua
1.00
Located inoonditioned area
0.93
-Located onexteriorofbuilding
"d1:94
BA.17 HPATINRRVQTPUMIII"DIICRC/HCO�
6A.16 DUCTMULTIPIIFRSrnMI
SUPPLYDUCTSIN:
DUCT
R-Value
RETURN
DUCTSIn:
_
UNCONDITIONED SPACE
ATTIC WITH RBS
CONDITIONED. SPACE
Unconditioned Space
4.2
1.099
1.091
6.0
- 1.073
1.067
_1.063
8.0
1.056
1.052
1.
AfbcwithRadiantBanier(RBS)
42
1,071
1.063
1.055
6.0
1053
1.047
1.040
O
.042 -
1.037
1.333
Conditioned Space
42
1.008
1.005
6.0
1.006
1.004 -
1.0
!8.0
L005
1.003 -
SYSTEMTYPE See Tabiees.6to6-8teroedeminimems HEATING
SYSTEM MULTIPLIERS
HSM
Central Heat
HSPF
6.40-6.79
6.80.6.89
1 6.90-7.39
7.40.7.89
7.90.8.39
8.40.8.89
1 8.9-9.39
1 9.4.9.99
Pump Units
HSM - -
.53
.50
1 .49..
.46
.43.
.41
.38
.36
HSPF
_ 9.90-10.39
10.40-10.89
1 10.90-11:39_
11:40-11.89
11.90.12.39
1240 &u
HSM
.34
.33
.31
.30
.29
- .28
PTHP
COP
2.50-2.69
2.70.2.89
2.903.09-
3.10.3.29
3.30-3.49
3.50-3.69
8.70-3.89
3.90-4.19.
HSM.
.40.
.37
.34.
:32
.30
.29
.27
- 26
Electric Strip
1,0.E f--
Gas &LP Gas
1.0(SeeTabkg&jitMuftiplier)
s
a:
WINTER CALCULATIONS
CLIMATEZONES 4 5 6
OEM
Allmom7rMEFE,
mufflam
Mm®
rwt•�
r�s
arl
s
w
wryri
Q�w
�.��±���■wwrw�■wr■
�ww
�sa.�se�.i���w?�w■��
�:Iww
�se�>•��w�jww■�
�w—�Iww�w■■��
ww
r���www��w�ww
www
�w��w�w�w■
w�www�ws�l�
ww
��ww�w■�
ww
��ww�w•�
COND' W_EIGHTEDGLASS BASE
g ,jg x FLOOR z .MULTIPLIER GLASS
AREA SUBTOTAL
.18 O 1 4.79 /
COMPONENTBASEWINTER
AREA REA
x
BASE
POINT.MULT,
POINT'S
EXTER OR
Zv
2.0
yG.
ADJACENT
1:8
a
3
s
'EXTERIOR
5:1
ADJACENT1
4.0
0
?,ilk14 F 1 : 0 WWKFC-"
BASEHEATING I TOTALBASE
BASE
SYSTEM
SYSTEM x WINTER,
= HE
--
MULTIPLIER POINTS
POINTS
1.07
1 &.75F,6
BASE BASE
a COOLING + HEATING
F POINTS - POINTS
71
Fram P.2
72pY,L;
'H = HORIZONTAL GLASS (SKYLIGHTS)
AS -BUILT
GLASS
SUBTOTAL
J
v
COMPONENT
DESCRIPTION
AREA x
WINTER
POINT.MULT.
(6A-11THRU6A-15)
WIBUILT
= WINTER
POINTS
f,
6,14
.. -
c1[ Zia S C-i •-
uz-
TOTAL
AS --,BUILT ASBUILT ASBUILT AS -BUILT
AS -BUILT
AS -BUILT x
DM x AHU z HSM z HCM
= HEATING
WIN.PTS.
6A-16 6A16A BA-1 6A-18
POINTS
16/7r,a
Sce G r,-
z6.
BASE I COOLING —HEATING I HF om P?21R
'DINTS POINTS .POINTS POINTS
er on P.1 (From P. 21
U u_ vo
TOWN SHGC OR SC, SEE SECTION 21.APPENDIX C. TINT MULTIPLIERS MAYBE
-4-
ADDITIONAL TABLES
SAAR HFATINGCREDITMULTIPLIERS(HCMI
CLIMATEZONES 4 5' 6
SYSTEMTYPE _
HEATING CREDIT MULTIPLIERS HCM
Programmable Thermostat
HCM'
.95 _
MultIzone-
- HCM _
_
.95
Natural Gas
AFUE_
.68-.72
1 .73-:77
1:78-:82
.83-.87
_ .88-.92..
.93&U
HCM
.56
1 .52
1 .49
.46
.44
.41
LP Gas
HCM:
_
.71
.68
.62
.5B
.55.
1 ,52
7
6A-19 COOLING CREDITMULTIPLIERS(CCM)
SYSTEM TYPE
COOLING CREDIT LII
ERS CCM
C!edIt may be takegfor�only,
one of these system types concurrently.
Ceilia Fans
:95'
Cross Ventilation
_
-Whole-HousaFan'. , _ ..�-�
� _ :_..- -.95.-
Multizone,
.95
Programmable Thermostat
_
.95 - -
662n HOTWATERCREDITMULTIPLIERS(HWCMI
SYSTEM TYPE. NOTE:A HWM MUST BE USED IN CONJUNCTION WITH ALL HWCM. SEE TABLE:6A-9.EF MEANS ENERGY FACTOR..
With -
Air Conditioner
Heal Pump
Heat Recovery Unit
HWCM
_ .84
_
.78 _
Add -on Dedicated Heat Pump
EF _
2.0-2A9. _
_ 2.5.2.99_
3.03.49
3.5_ & U
(without tank)
_
HWCM
.44
.35
.29 A
25
Add -on Solar Water Heater
EF -
1..0-1.9
2.0-2.9
3.0-3.9
4.014.9
5.0 & U
without tank)
HWCM
.84
.42
.28
.21
.17
A'HWM MUSTBE USED IN CONJUNCTION WITH ALL HWCM. SEE TABLE SA-9.EF MEANS ENERGY
FACTOR
6A.91 INEII TRATInM REn11r nnN COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REOUIREMENTS FOR EACH PRACTICE -
CHECK
.Exterior Windows &Doors
606:1.ABC.1.1
Max: .3'cfm/sq.ft. window areaf_5 cfm/sq.ft. door area.
00
_
Exterior& Adjacent, Walls
606.1.ABC.12.1
Gaul k;.gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation &wall sole or sill, plate; .joints between exterior wall panels at corners; utility
penetrations; between wall panels &top/bottom plates; between walls & floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that, extends
from, and is sealed to, the foundation to the top plate.
Floors
606.1.ABC.12.2
Penetrations/openings>1/8"sealed unlessbacked bytruss orjoint members.
EXCEPTION: Frame floors where a continuousinfiltration _barrier isin-stalled thatis sealed
to the perimeter, penetrations and seams.
-Ceilings
606.1.ABC.1.2.3
Seal: Between walls '&.ceilings; penetrations, of ceiling. plane of top floor; aroundshafts, ch
sea,
soffits, chimneys, cabinets sealed to continuous air barrier;..gaps,in gyp board .&top plate;.
attic access., EXCEPTION: Frameceilings where a continuous infiltration barrier is
installed that is sealed .atthe perimeter, at penetrations and seams.
Reeessed.Lrghting Fixtures
606.1.ABC:12.4
Type IC rated with no penetrations, sealed; or Type IC'ornon-IC rated, .installed inside a
sealed box with 1/2' clearance & 3" from insulation; or Type IC rated with <2.0 cfm from
conditioned space, tested.
Multi -story, Houses
606.1 ABC:1.2.5'
Air banner on perimeter of�floor cavity between floors.
Additional Infiltration regts
606.1.ABC.1.3
Exhaust fans vented tooutdoors, dampers; combustion space heaters. comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES be metorexceeded by all residences.)
COMPONENTS
SECTION
- REQUIREMENTS -
CHECK
Water Heaters
-- 612.1
Comply with efficiency requirements in Table6-12. Switch or clearly marked circuit breaker (electric)
or cutoff as.. must be provided.'External or built-in heat trap .required.
.Swimming Pools &,Spas
612:1
Spas &'heated pools must�have covers (except solar heated). Non-commercial poolsmust have
a -pump timer. Gass a..&:pool heaters must have a minimum thermal efficiency of 78%.
Shower Heads
612.1
Water flow must be restricted to no more than 2.5 gallons perminute at 80 PSIG.
Air Distribution Systems
610.1
All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached,
sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned
attics: R-6 min. insulation.
HVAG Controls
607.1
Se aratereadil accessible manual or automatic thermostat for each system.
Insulation.
604.1, 602.f
Ceilin s-Min: R-19. Common walls -Frame R-11 or GE S R-3.both 'sides. . Common ceilin & Floors R-11._
a � c
CASALINO RESIDENCE
HVAC LOAD ANALYSIS
for
CASALINO
[Elite Software
RNVAtResidential and Light
Commercial HVAC Loads
Prepared By.
R. SMITH
Smith Heating and A/C, Inc.
7707 North U.S.91 Suite 10
Vero Beach, Florida 32967
(407) 589-7666
03/04/99
RHVAC-Residential& Light Commercial.HVAC Loads Program
F1171*1
Elite Software Development, Inc.
Smith Heating & A/C
CASALINO RESIDENCE
Vero Beach, FL 329675667
03/04W
Page 2
Project Summary
Company:
Smith Heating and A/C, Inc.
Client: CASALINO
Representative:
R. SMITH
'Address:
Address:
7707 North U.S. #1 Suite 10
City:
City:
Vero Beach, Florida 32967
Phone:
Phone:
(407) 589-7666
Fax:
Fax:
(407) 589-8212
Comment:
Design Data
Project Name:
CASALINO RESIDENCE
Reference City:
Fort Pierce, Florida
Daily Temperature Range:
Medium
Latitude:
27
Degrees
Elevation:
25
Feet
Outdoor
Outdoor
Indoor
Indoor Grains
Dry Bulb
Wet Bulb
Rel.Hum.
Dry -Bulb Difference
Winter: 40
N/A
N/A
72 N/A
Summe,r; 95
78
-50%
75 53
Check Figures
Total Building Supply CFM: 1124
CFM per square foot: 0.494
Square feet of room area: 2,277
Square feet per ton: 850,492
Building Loads
Total heating required with outside air:
30,368
Btuh
30.368 MBH
Total sensible gain:
24,738
Btuh
81 %
Total latent gain:
5,635
Btuh
19 %
Total copling required with outside. air:
30,373
Btuh
2.531 Tons (based -0nsensible t latent)
2.677 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary
Be sure to selector unit that meets both sensible and latent loads.
r
RHVAC - Residential,& LightCommercialHVAC.Loads .Program Llr1. *1 Elite Software Development,.lna
Smith Heating & A/C i CASALINO RESIDENCE
Vero Beach, FL 329675667 03RA199 Page 3
Total Building Summary Loads
Component
Area
Sen.
Lat.
Sen.
Total
Description
Quart
Loss
Gain
Gain
Gain
1C Window Clear Glass Metal Frame
226
8,352
0
6,812
6,812
8C Glass Door Single Clr Glass Metal Frame
48
1,774
0
1,152
1,152
10D Door Wood Solid Core
24
353
0
261
261
14B Wall 8" or 12" Block + R-5
2,034
9,373
0
4,776
4,776
16G Ceiling R-30 Insulation
1,797
1,897
0
2,611
2,611
22A Slab on Grade No.Edge Insulation
140
3,629
0
0
0
Subtotals for structure:
4,269
25,378
0
15,612
15,612
Active People:
14
0
3-1220
4,200
7,420
Inactive People:
0
0
0
0
0
Appliances:
0
0
0
1,200
1,200
Lighting:
0
0
0
Ductwork:
0
1,447
0
2,249
2,249
Infiltration: Winter CFM: 100.7, Summer CFM: 67.1
298
3,543
2,415
1,477
3,892
Ventilation: Winter CFM: 0.0, Summer CFM: 0.0
0
0
0
0
0
Sensible Gain Total:
24,738
Temperature Swing Multiplier:
X1.00
Building Load Totals:
30,368
5,635
24,738
30,373
Check Figures
Total Building Supply CFM: 1124
Square feet of room area: 2,277
Building Loads
CFM per square foot: 0.494
Square.feet per ton: 850.492
Total heating required with outside air:
30,368
Btuh
30.368
MBH
Total sensible gain:
24,738
-Btuh
81
%
Total latent gain:
5,635
Btuh
19
%
Total coolipg.required with outside air:
30,373
Btuh
2.531
Tons{based on sensible +-latent)
2.677
Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure toselect,a,unit thatmeetsboth sensible and latent -loads.
RHVAC - Residential& Light. CommercialHVAC-Loads Program Elite Software -Development, -Inc.
Smith Heating & A/C CASALINO RESIDENCE
Vero Beach, FL 329675667 03/04/99 Page 4
System #1 Summary Loads
Component
Area
Sen.
Lat.
Sen.
Total
Description _
Quan
Loss
Gain
Gain
Gain
1C Window Clear Glass Metal Frame
226
8,352
0
6,612
6,812
8C Glass Door SingleClrGlass -Metal Frame
48
1,774
0
1,152
1,152
10D Door Wood Solid Core
24
353
0
261
261
14B Wall.8" or 12" Block + R-5
2,034
9,373
0
4,77E
4,776
16G Ceiling R-30 Insulation
1,797
1,897
0
2,611
2,611
22A Slab on Grade No Edge Insulation
140
3,629
0
0
0
Subtotals for structure:
4,269
25,378
0
15,612
15,612
Active People:
14
0
3,220
4,200
7,420
Inactive People:
0
0
0
0
0
Appliances:
0
0
0
1,200
1,200
Lighting:
0
0
0
Ductwork:
0
1,447
0
2,249
2,249
Infiltration: Winter CFM: 100.7, Summer CFM: 67.1
298
3,543
2,415
1,477
3,892
Ventilation: Winter CFM: 0.0, Summer CFM: 0.0
0
0
0
0
0
Sensible Gain Total: 24,738
Temperature Swing Multiplier: X1.00
System Load Totals: 30,368 5,635 24,738 30,373
Check Figures
Supply CFM: 1,124
CFM per square foot: 0.494
Square feet of room area: 2,277
Square feetperion: 850.492
System Loads
Total heating required with outside air:
30,368
Btuh
30.368 MBH
Total sepsible gain:
24,738
Stuh
81 %
Total latent gain:
5,635
Btuh
19 %
Total coolingrequired with outside air:
-30,373
-Btuh
2.531 Tons (based on sensible + latent)
2.677 Tons (based on 77% sensible capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary
Be sure to -select .a.unitthat meets both sensible and latent loads.
RHVAC - Residential & Light CommercialHVAC.LoadsProgram �; '. *1 Elite Software Development, Inc.
Smith Heating & A/C C CASALINO RESIDENCE
Vero Beach, FL 32967-5667 03KAG9 Page 5
System #1 Zone #1 Summary Loads
Component Area Sen. Lat. Sen. Total
Description Quan Loss Gain Gain Gain
I Window Clear Glass Metal Frame
102
3,770
0
3,669
3,669
14B Wall 8" or 12"-Block +.R-5
887
4,087
0
2,083
2,083
16G Ceiling R-30 Insulation
1,077
1,137
0
1,565
1,565
Subtotals for -structure:
2,066
8,994
0
7,317
7,317
Active People:
1
0
230
300
530
Inactive People:
0
0
0
0
0
Appliances:
0
0
0
0
0
Lighting:
0
0
0
Ductwork:
0
511
0
812
812
Infiltration: Winter CFM: 34.5, Summer CFM: 23.0
102
1,212
828
506
1,334
Ventilation: Winter CFM: 0.0, Summer CFM: 0.0
0
0
0
0
0
Sensible Gain Total:
8,935
Temperature Swing Multiplier.
X1.00
Zone Load Totals:
10,717
1,058
8,935
2,993
Check Figures
Supply CFM: 406
Square feet of room area: 1,077
Zone Loads
Total heating required with outside air: 10,717 Btuh
Total sensible gain: 8,935 Btuh
Total latent gain: 1,058 Btuh
Total cooling required with outside air: 9,993 Btuh
CFM per square foot: 0.377
Square feet per ton: 1,252.038
10.717 MBH
89 %
11 %
0.833 Tons (based on sensible + latent)
0.860 Tons (basedon77%sensible.capacity)
RHVAC - Residential & Light Commercial HVAC.Loads.Program * I Elite. Software Development, lac.
Smith Heating & A/C b2i CASALINO RESIDENCE
Vero Beach, FL 329675667 03104M Page 6
System #1 Zone #2 Summary Loads
Component
Area
Sen.
Lat.
Sen.
Total
Description
Quan
Loss
Gain
Gain
Gain
1C Window Clear Glass Metal Frame
124
4,582
0
3,143
3,143
8C Glass Door Single Clr Glass Metal Frame
48
1,774
0
1,152
1,152
10D Door Wood Solid Core
24
353
0
261
261
14B Wall 8" or 12" Block+ R-5
1,147
5,286
0
2,693
2,693
16G Ceiling R-30 Insulation
720
760
0
1,046
1,046
22A Slab on-Grade.No Edge Insulation
140
3,629
0
0
0
Subtotals for structure:
2,203
16,384
0
8,295
8,295
Active People:
13
0
2,990
3,900
6,890
Inactive People:
0
0
0
0
0
Appliances:
Lighting:
Ductwork:
Infiltration: Winter CFM. 66.2, Summer CFM: 44.1
Ventilation: Winter CFM: 0.0. Summer CFM: 0.0
0
0
0
1,200
1,200
0
D
0
0
936
0
1,437
1,437
196
2,331
1,587
971
2,558
0
0
0
0
0
Sensible -Gain Total: 15803
Temperature Swing Multiplier: X1.00
Zone Load Totals: 19,651 4,577 15,803 20,380
Check Figures
Supply CFM: 718
Square feet of room area: -1,200
Zone Loads
CFM per square foot: 0.599
Square feetperton: 660.402
Total heating required with outside air:
19,651
Btuh
19.651
MBH
Total sensible gain:
15,803
Btuh
78
%
Total latent gain:
4,577
Btuh
22
%
Total cooling -required with outside air:
20,380
-Btuh
1.698
Tons (based on sensible + latent)
1.817
Tons (based on 77% sensible capacity)
RHVAC - Residential 8 Light Commercial HVAC Loads Program
Smith Heating & A/C
Vero Beach, FL 329675667
+
=4Q9
-Elite.Software Development, Inc.
CASALINO RESIDENCE
Page 7
Detailed Room Loads
1. Bedroom 2
Room Length:
15.0
Feet
System Number:
1
' Room Width:
11.6
Feet
Zone Number:
1
- Area:
174.0
Square Feet
Supply Air:
137
CFM
Ceiling Height:
8.0
Feet
Required Vent. Air:
0
CFM
Volume:
1,392.0
Cubic Feet
Actual Winter Ventilation Air:
0
CFM
Number of Registers:
1
% of Supply:
0
%
Runout Air:
137
CFM
Actual Summer Ventilation Air:
0
CFM
Runout Duct Size:
6x6
Inches
% of Supply:
0
%
Runout Air Velocity:
731
Feet/Minute
ActualWinterInfiltration Air.
8
CFM allocated
Design Loss:
0.100
In.wg/100 Ft.
Actual Summer Infiltration Air:
6
CFM allocated
Actual Loss:
0.208
.In.wg/1.00 Ft.
Item
Area
-U-
Htg
Sen.
Clg
Latent
Sen.
Description
Quantity
Value
HTM
Loss
HTM
Gain
Gain
W -WALL-14B 11.6 X 8
68
D_ 144
4.6
313
2.3
0
160
S -WALL-14B 15 X 8
120
0.144
4.6
553
2.3
0
282
W-GLAT4-1C 1-P 0-0 S-4 0%S
25
1.155
37.0
924
65.0
D
1,625
UP-CEIL-16G DARK 15 X 11.6
174
0.033
1.1
184
1.5
0
253
Subtotals -for structure:
387
1974
0
2320
Infiltration: Winter: 8.4, Summer: 5.6:
25
11.880
297
4.960
203
124
Ventilation: Winter: 0.0, Summer: 0.0:
0
0
0
Ductwork:
0.050
114
0.100
0
274
Active People: 230 ]at/per, 300 sen/per:
1
230
300
Inactive people: 150 lat/per, 250 sen/per:
0
0
0
Appliances:
0
0
Lighting:
0
Sensible Gain Total:
3018
Temperature Swing Multiplier:
X1.00
Room Totals:
2,385
433
3,018
RHVAC - Residential & Light Commercial HVAC Loads Program • -Elite Software Development, Inc.
Smith Heating 8 A/C b2i CASALINO RESIDENCE
Vero Beach, FL 329675667 oa04W Page 8
Detailed Room Loads
2. Bridge
Room Length:
12.0
Feet
System Number:
1
Room Width:
8.0
Feet
Zone Number:
1
Area:
96.0
Square Feet
-Supply.Air:
7
CFM
Ceiling Height:
8.0
Feet
Required Vent. Air:
0
CFM
Volume:
768.0
Cubic.Feet
Actual Winter Ventilation Air:
0
CFM
Number of Registers:
1
% of Supply:
0
%
Runout Air:
7
CFM
Actual Summer Ventilation Air:
0
CFM
Runout Duct Size:
4x4
Inches
% of Supply:
0
%
Runout Air Velocity:
67'
Feet/Minute
Actual Winterinfiltration Air:
0
CFM allocated
Design Loss:
0.100
In.wg/100 Ft.
Actual Summer Infiltration Air:
0
CFM allocated
Actual Loss:
.0.004
.In.wg/100 Ft.
*Runout velocity constraints were not met due to duct schedule limitations
Item
Area -U-
Htg
Sen.
Clg
Latent
Sen.
Description
Quantity Value
HTM
Loss
HTM
Gain
Gain
UP-CEIL-16G DARK 12 X 8
96 0.033
1.1
101
1.5
0
139
Subtotals -for structure:
96
101
0
139
Infiltration: Winter: 0.0, Summer: 0.0:
0
0.000
0
0.000
0
0
Ventilation: -Winter: 0.0, Summer: 0.0:
0
0
0
Ductwork:
0.050
5
0.100
0
14
Active People: 230 lat/per, 300 sen/per:
0
0
0
Inactive,People: 150 ]at/per, 250 sen/per:
0
0
0
Appliances:
0
0
Lighting:
0
Sensible Gain Total:
153
Temperature Swing Multiplier:
X1.00
Room Totals:
106
0
153
RHVAC - Residential & Light Commercial HVAC Loads Program F59 s Elite Software Development, Inc.
Smith Heating 8-A/C n LASALINO-RESIDENCE
Vero Beach, FL 329675667 03/04099 Pace 9
Room Loads
3. Upper Dining
• Room Length:
12.0
Feet
System -Number.
1
Room Width:
6.0
Feet
Zone Number:
1
Area:
72.0
Square Feet
Supply Air:
50
CFM
Ceiling Height:
8.0
Feet
Required Vent. Air:
0
CFM
Volume:
576.0
Cubic Feet
Actual Winter Ventilation Air:
0
CFM
Number of Registers:
1
% of Supply:
0
%
Runout Air:
50
-CFM
Actual Summer Ventilation Air:
0
CFM
Runout Duct Size:
4x4
Inches
% of Supply:
0
%
Runout Air Velocity:
597
Feet/Minute
Actual Winter.lnfiltration Air:
8
CFM allocated
Design Loss:
0.100
In.wg/100 Ft.
Actual Summer Infiltration Air:
6
CFM allocated
Actual Loss:
0.240
In.wg/100 Ft.
Item
Area
-U-
Htg
Sen.
Clg
Latent
Sen.
Description
Quantity
Value
HTM
Loss
'HTM
Gain
Gain
W -WAIL-1413 12 X 8
71
0.144
4.6
327
2.3
0
167
W-GLAS-1C 1-P 0-1 S-4 100%S
25
1.155
37.0
924
24.0
0
600
UP-CEIJ_-16G DARK 12 X 6
72
0.033
1.1
76
1.5
0
105
Subtotals for structure:
168
1327
0
872
Infiltration: Winter: 8.4, Summer: 5.6:
25
11.880
297
4.960
203
-124
Ventilation: Winter: 0.0, Summer: 0.0:
0
0
0
Ductwork;
0.050
81
0.100
0
100
Active People: 230 ]at/per, 300 sen/per:
0
0
0
Inactive People: 150 lat/per, 250 sen/per:
0
0
0
Appliances:
0
0
Lighting:
0
Sensible Gain Total:
1096
Temperature Swing Multiplier:
X1.00
Room Totals:
1,705
203
1,096
RHVAC - Residential &light CommerciaLNVAC-Loads Program
-*Fl
Elite Soflware.Development, Ina
Smith Heating & A/C
Vero Beach, FL 32967-5667
baj
oa,04199
CASALINO RESIDENCE
Page 10
Detailed Room Loads
4. Bath
• Room Length:
15.0
Feet
System Number:
1
Room Width:
11.0
Feet
Zone Number:
1
Area:
165.0
SquareFeetSupply
Air.
39
CFM
Ceiling Height:
8.0
Feet
Required Vent. Air:
0
CFM
Volume:
1,320.0
Cubic Feet
Actual Winter Ventilation Air:
0
-CFM
Number of Registers:
2
% of Supply:
0
%
Runout Air:
19
CFM
Actual Summer Ventilation Air:
0
CFM
Runout Duct Size:
4x4
Inches
% of Supply:
0
%
Runout Air Velocity:
185*
Feet/Minute
Actual Winter Infiltration Air:
3
-CFM-alkxated
Design Loss:
0.100
In.wg/100 Ft.
Actual Summer Infiltration Air:
2
CFM allocated
Actual Loss:
0.026
-ln.wg/100 Ft.
*Runout velocity constraints were not met due to duct schedule limitations.
Item
Area
-U-
Htg
Sen.
Clg
Latent
Sen.
Description
Quantity
Value
HTM
Loss
HTM
Gain
Gain
N -WALL-14B 6 X 8
40
0.144
4.6
184
2.3
0
94
W -WALL-146 11 X 8
88
-0.144
4.6
406
2.3
0
207
N-GLAS-1CI-PO-1 S4100%S
8
1.155
37.0
296
24.0
0
192
UP-CEIL-16G DARK 15 X 11
165
0.033
1.1
174
1.5
0
240
Subtotals for structure:
301
1060
0
733
Infiltration:- Winter: 2.7, Summer: 1.8:
8
11.875
95
5.000
85
40
Ventilation: Winter: 0.0, Summer: 0.0:
0
0
0
Ductwork:
0.050
58
0.100
0
77
Active People: 230 lat/per, 300 sen/per:
0
0
0
Inactive People: 150 [at/per, 250 sen/per:
0
0
0
Appliances:
0
0
Lighting:
0
Sensible Gain Total:
850
Temperature Swing Multiplier:
X1.00
Room Totals:
1,213
65
850
RHVAC - Residential &-Light Commercial.HVAC Loads Program
* I
Elite. Software. Development, Inc.
Smith Heating & A/C
Q
CASALINO RESIDENCE
Vero Beach, FL 329675667
03KA/99
Page 11
DetailedRoomLoads
5. Upper -Great Room
• Room Length:
24.0
Feet
System Number:
1
' Room Width:
15.0
Feet
Zone Number:
1
Area:
360.0
Square Feet
-Supply Air:
84
CFM
Ceiling Height:
8.0
Feet
Required Vent. Air:
0
CFM
Volume:
2,880.0
Cubic Feet
Actual Winter Ventilation Air:
0
CFM
Number of Registers:
2
% of Supply:
0
%
Runout Air:
42
CFM
Actual Summer Ventilation Air:
0
CFM
Runout Duct Size:
4x4
Inches
% of Supply:
0
%
Runout Air Velocity:
403*
Feet/Minute
Actual Winter Infiltration Air:
5
CFM allocated
Design Loss:
0.100
In.wg/100 Ft.
Actual Summer Infiltration Air:
4
CFM allocated
Actual Loss:
0.113
-In.wg/100-Ft.
*Runout velocity constraints
were not met due to duct schedule limitations.
Item
Area
-U-
Htg
Sen.
Clg
Latent
Sen.
Description
Quantity
Value
HTM
Loss
HTM
Gain
Gain
S -WALL-14B 15 X 8
120
0.144
4.6
553
2.3
0
282
E -WALK-14B 24 X 8
176
0.144
A.6
811
2.3
0
413
E-GLAS-1C 1-P 0-1 S-4 100%S
16
1.155
37.0
591
24.0
0
384
UP-CEIL 16G DARK 24 X 15
360
-0.033
1.1
380
1.5
-0
523
Subtotals for structure:
672
2335
0
1602
Infiltration: Winter: 5.4, Summer: 3.6:
16
11.875 -190 4.938
130
79
Ventilation: Winter: 0.0, Summer: 0.0:
0
0
0
Ductwork:
0.050 126 0.100
0
168
Active People: 230 Iattper, 300 sen/per:
0
0
0
Inactive People: 150 [at/per, 250 sen/per:
0
0
0
Appliances:
0
0
Lighting:
0
Sensible -Gain Total:
1849
Temperature Swing Multiplier:
X1.00
Room Totals:
2,651
130
1,849
RHVAC - Residential &Light Commercial HVAC Loads Pfogram :@j • FJite Software Development, Inc.
Smith Heating & A/C CASALINO RESIDENCE
Vero Beach, FL 329675667 03ftk1FJ9 Paae 12
Detailed Room Loads
6. Bedroom 3
Room Length:
Room Width:
Area:
Ceiling Height:
Volume:
Number of Registers:
15.0
Feet
14.0
Feet
210.0
Square -Feet
8.0
Feet
1,680.0
Cubic Feet
System Number:
Zone Number:
Supply Air:
Required Vent. Air:
Actual Winter Ventilation Air:
% of Supply:
Runout Air:
90
CFM
Actual Summer Ventilation Air:
Runout Duct Size:
6x6
Inches
% of Supply:
Runout Air -Velocity:
381`
Feet/Minute
Actual Winter Infiltration Air:
Design Loss:
0.100
In.wg/100 Ft.
Actual Summer Infiltration Air:
Actual Loss:
0.059
In.wg/100 Ft.
*Runout velocity constraints were not met due to duct schedule limitations.
90-CFM
0 CFM
0 CFM
0 %
0 CFM
0 %
9 .CFM allocated
6 CFM allocated
Item
Area
-U-
Htg
Sen.
Clg
Latent
Sen.
Description
Quantity
Value
HTM
Loss
HTM
Gain
Gain
N -WALL-146 15 X 8
108
0.144
4.6
498
2.3
0
253
E -WALL-14B 14 X 8
96
0.144
4.6
442
2.3
0
225
N-GLAS-IC 1-P 0-1 S-1 100%S
12
1.155
37.0
444
31.0
0
372
E-GLAS-1C 1-P-0-1 S-1 100%S
16
1.-155
-37.0
591
31.0
0
496
UP-CEIL-16G DARK 15 X 14
210
0.033
1.1
222
1.5
0
305
Subtotals for structure:
442
2197
0
1651
Infiltration: Winter: 9.5, Summer: 6.3:
28
11.893
333
4.964
227
139
Ventilation: Winter: 0.0, Summer: 0.0:
0
0
0
Ductwork:
0.050
127
0.100
0
179
Active People: 230 lat/per, 300 sen/per:
0
0
0
Inactive People: 150 lat/per, 250..sen/per:
-0
0
0
Appliances:
0
0
Lighting:
0
Sensible Gain Total:
1969
Temperature Swing Multiplier:
X1.00
Room Totals:
2,657
227
1,969
RHVAC - Residential &Light Commercial HVAC Loads Program { EliteSoftware Development, Inc.
Smith Heating & A/C CASALINO RESIDENCE
Vero Beach, FL 329675667 03934M Pape 13
Detailed Room Loads
7. Dining/kitchen
Room Length:
Room Width:
Area:
Ceiling Height:
Volume:
24.0
Feet
15.0
Feet
360.0
Square Feet
9.6
Feet
3,456.0
Cubic Feet
System .Number -
Zone Number:
Supply Air:
Required Vent. Air:
Actual Winter Ventilation Air.,
Number of Registers:
2
% of Supply:
Runout Air:
149
CFM
Actual Summer Ventilation Air:
Runout Duct Size:
8x8
Inches
% of Supply:
Runout Air Velocity:
445*
Feet/Minute
Actual WinterInfiltrationAir:
Design Loss:
0.100
In.wg/100 Ft.
Actual Summer Infiltration Air:
Actual Loss:
0.055
1n.wg/100 Ft.
*Runout velocity constraints
were not met due to duct schedule limitations.
2
297
CFM
0
CFM
0
CFM
0
%
0
CFM
0
%
21
.CFM allocated
14
CFM allocated
Item
Area
-U-
Htg
Sen.
Clg
Latent
Sen.
Description
Quantity
Value
HTM
Loss
HTM
Gain
Gain
S -WALL-1413 15 X 9.6
129
0.144
4.6
594
2.3
0
303
W -WALL-14B 24 X 9.6
182
0.144
4.6
839
2.3
0
427
S-GLAS-1C 1-P 0-2 S-4 7%S
15
1.155
37.0
554
35.1
0
527
W-G.DR-8C 1-P 0-2 S-4 100%S
48
1.155
37.0
1,774
24.0
0
1,152
UP-CEIL-16G DARK 24 X 15
360
0.033
1.1
380
1.5
0
523
FLOOR-22A 39 FT
39
0.810
25.9
1.011
0.0
0
0
Subtotals for structure:
773
5152
0
2932
Infiltration: Winter: 21.3, Summer. 14.2:
63
11.889 749 4.952
510
312
Ventilation: Winter: 0.0, Summer: 0.0:
0
0
0
Ductwork:
0.050 295 0.100
0
594
Active People: 230 lat/per, 300 sen/per:
5
1,150
1,500
Inactive People: 150 lat/per, 250 sen/per:
0
0
0
Appliances:
0
1,200
Sensible Gain Total: 6538
Temperature Swing Multiplier. X1.00
Room Totals: 6,196 1,660 6,538
RHVAC - ResidentialB.Light Commercial HVAC Loads Program . -* -Elite Software Development, lna
Smith Heating & A/C Q CASALINO RESIDENCE
yero Beach, FL 329675667 03/D4/99 Page 14
Detailed Room Loads
8. Great Room
Room Length:
24.0
Feet
System Number:
1
Room Width:
15.0
Feet
Zone Number:
2
Area:
360.0
Square Feet
Supply Air:
236
CFM
Ceiling Height:
9.6
Feet
Required Vent. Air:
0
CFM
Volume:
3,456.0
Cubic Feet
Actual Winter Ventilation Air:
0
CFM
Number of Registers:
2
% of Supply:
0
%
Runout Air:
118
CFM
Actual Summer Ventilation Air:
0
CFM
Runout Duct Size:
6x6
Inches
% of Supply:
0
%
Runout Air Velocity:
503
Feet/Minute
Actual Winter Infiltration Air:
23
CFM allocated
Design Loss:
0.100
In.wg/100 Ft.
Actual Summer Infiltration Air:
16
CFM allocated
Actual boss:
0.101
In.wg/100 Ft.
Item
Area
-U-
Htg
Sen.
Clg
Latent
Sen.
Description
Quantity
Value
HTM
Loss
HTM
Gain
Gam
S -WALL-1413 15 X 9.6
144
0.144
4.6
664
2.3
0
338
E -WALL-I4B 24 X 9.6
161
0.144
4.6
742
2.3
0
378
E -DOOR-10D3 X 8
24
0.460
14.7
353
10.9
0
261
E-GLAS-IC 1-P 0-3 S-4 100%S
45
1.155
37.0
1,663
24.0
0
1,080
UP-CEllr 16G DARK 24 X 15
360
0A33
1.1
380
1.5
0
523
FLOOR-22A 39 FT
39
0.810
25.9
1,011
0.0
0
0
Subtotals -for structure:
773
4813
0
2580
Infiltration: Winter: 23.3, Summer: 15.5:
69
11.899
821
4.957
559
342
Ventilation: -Winter: 0.0, Summer: 0.0:
0
0
0
Ductwork:
0.050
282
0.100
0
472
Active People: 230 lat/per, 300 sen/per:
6
1,380
1,800
Inactive,People: 150 lat/per, 250.sen/per:
0
0
0
Appliances:
0
0
Lighting:
0
Sensible Gain Total:
5194
Temperature Swing Multiplier:
X1.00
Room Totals:
5,916
1,939
5,194
RHVAC - Residential.& Light Commercial HVAC Loads Program
Smith Heating & A/C
Vero Beach, FL 329675667
_ a
oaG4/99
Elite. Software Development, Inc.
CASALINO RESIDENCE
Page 15
Detailed Room Loads
9. Bath
Room Length:
15.0
Feet
System Number.
1
Room Width:
15.0
Feet
Zone Number:
2
Area:
225.0
Square Feet
-Supply Air:
66
CFM
Ceiling Height:
9.6
Feet
Required Vent. Air:
0
CFM
Volume:
2,160.0
CubicFeet
Actual Winter Ventilation Air:
0
CFM
Number of Registers:
3
% of Supply:
0
%
Runout Air:
22
CFM
Actual Summer Ventilation Air.
0
CFM
Runout Duct Size:
4x4
Inches
% of Supply:
0
%
Runout Air Velocity:
263*
Feet/Minute
Actual Winter Infiltration Air:
8
CFM allocated
Design Loss:
0.100
In.wg/100 Ft.
Actual Summer Infiltration Air:
5
CFM allocated
Actual Loss:
0,050
In.wg/100 Ft.
*Runout velocity constraints
were not met due to duct schedule limitations.
Item
Area
-U-
Htg
Sen.
Clg
Latent
Sen.
Description
Quantity
Value
HTM
Loss
HTM
Gain
Gain
W -WALL-14B 15 X 9.6
120
0.144
4.6
553
2.3
0
282
N -WALE.-1413 15 X 9.6
144
-0.144
4.6
664
2.3
0
338
W-GLAS-1C 1-P 0-2 S-4 100%S
24
1.155
37.0
887
24.0
0
576
FLOOD-22A 30-FT
30
0.810
25.9
778
0.0
0
0
Subtotals for structure:
318
2882
0
1196
Infiltration: Winter: 8.1, Summer: 5A
24
11.875 285 4:958
'194
119
Ventilation: Winter: 0.0, Summer: 0.0:
0
0
0
Ductwork;
0.050 158 0.100
0
132
Active People: 230 lat/per, 300 sen/per:
0
0
0
Inactive People: 150 lat/per, 250 sen/per:
0
0
0
Appliances:
0
0
Lighting:
0
Sensible -Gain Total:
1447
Temperature Swing Multiplier:
X1.00
Room Totals:
3,325
194
1,447
RHVAC - Residential & Light Commercial HVAC Loads Program • Elite Software Development, Inc.
Smith Heatipg& A/C =Q-CASALINO RESIDENCE
Vero Beach, FL 329675667 =04199 Page 16
Detailed Room Loads
10. Master Bedroom
Room Length:
Room Width:
Area:
Ceiling Height:
Volume:
Number of Registers:
Runout Air:
Runout Duct Size:
Runout Air Velocity:
Design Loss:
Actual Loss:
17.0
Feet
15.0
Feet
255.0
SquareFeet
9.6
Feet
2,448.0
Cubic Feet
2
60
CFM
4x4
Inches
572
Feet/Minute
0.100
In.wg/100 Ft.
0.221
In.wg/100 Ft.
System Number:
Zone Number:
SupplyAir:
Required Vent. Air:
Actual Winter Ventilation Air:
% of Supply:
Actual Summer Ventilation Air:
% of Supply:
-Actual Winter Infiltration Air:
Actual Summer Infiltration Air:
1
2
119
CFM
0
CFM
0-CFM
0
%
0
jCFM
0
%
14
-CFM-allocated
9
CFM allocated
Item
Area
-U-
Htg
Sen.
Clg
Latent
Sen.
Description
-Quantity
Value
HTM
toss
HTM
Gain
Gain
E-WALI,-14615 X 9.6
104
0.144
4.6
479
2.3
0
244
N -WALL-14B 17 X 9.6
163
0.144
4.6
751
2.3
0
383
E-GLAS-1C 1-P 0-3 S-4 100%S
40
1.155
37.0
1,478
24.0
0
960
FLOOR-22A 32 FT
32
0.810
25.9
829
0.0
0
0
Subtotals -for structure:
339
3537
0
1387
Infiltration: Winter: 13.5, Summer: 9.0:
40
11.900
476
4.950
324
198
Ventilation: Winter: 0.-0, Summer: 0.0:
0
0
0
Ductwork:
0.050
201
0.100
0
239
Active People: 230 lat/per, 300 sen/per:
2
460
600
Inactive People: 150.Iat/per,-250 sen/per:
0
0
0
Appliances:
0
0
Lighting:
0
Sensible Gain Total:
2624
Temperature Swing -Multiplier:
X1.00
Room Totals:
4,214
784
2,624
RHVAC - Residential a. Light. Commercial HVAC Loads. Program
Smith Heating & A/C
Vero Beach, FL 329675667
+
oaC4M
.Elite Software Development, Inc.
CASALINO RESIDENCE
Page 17
Room Load Summary Reports
System#1 Room Load Summary
• Htg Htg
Rm Room Area Sens Nom
No. Description SF Btuh CFM
-Run Clg
Duct Sens
Size Btuh
Clg Clg Zone Clg Air
Lat Nom Adj Adj Sys
-Btuh CFM -Fact CFM CFM
---Zone 1---
1
Bedroom 2
174
2,385
31
6x6
3,018
433
137
1.25
171
-137
2
Bridge
96
106
1
4x4
153
0
7
1.00
7
7
3
Upper Dining
72
1,705
22
4x4
1,096
203
50
1.25
62
50
4
Bath
165
1,213
16
4x4
850
65
39
1.00
39
39
• 5
Upper Great
360
2,651
34.
4x4
1,849
130
84
1.00
84
84
Room
6
Bedroom 3
210
2,657
35
6x6
1,969
227
90
1.00
90
90
Zone 1 Subtotal
1077
10,717
139
8,935
1,058
4106
453
406
--Zone
2---
7
Dining7kitchen
360
6,196
80
Bx8
6,538
1,660
297
1.25
371
297
8
Great Room
360
5,916
77
6x6
5,194
1,939
236
1.00
236
236
9
Bath
225
3,325
43
4x4
1,447
194
66
1.25
82
66
10
Master
255
4,214
55
4x4
2,624
784
119
1.00
119
119
Bedroom
Zone 2 Subtotal
1200
19,651
.255
15,803
4,577
798
809
718
System 1 Totals
2277
30,368
394
24,738
5,635
1,124
1,262
1,124
Main Trunk
Size: 14x14 in.
System-#1 Cooling System Summary
Cooling
,Sensible/Latent
Sensible
Latent
Total
Tons
Split
Btuh
Btuh
Btuh
Net Required: 2:531
81%/19%
24,738
5,635
30,373
Recommended: 2.677
77%/23%
24,738
7,389
32,127
System #1 Equipment Data
Heating System Cooling System
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE 'SEWAGE DISPOSAL SYSTEM
CONSTRUCTION PERMIT '
Authorityt Chapter 381, FS & Chapter 1OD-6, PAC
PERMIT
DATE PAID _
FEE PAID
RECEIPT
CONSTRUCTION PERMIT FOR:
New System [ ] Existing System [. ] Holding Tank [' ] Temporary/Experimental
[4"]. Repair [ j Abandonment ['. ] Other(Specify) -
APPLICANT• - AGENT:
PROPERTY STREET ADDRESS:
LOT: -'' BLOCK';. :SUBDIVISION:
'PROPERTY ID)�'p - _ ['SECTION/TOWNSHIP/RANGE/PARCEL NUMBER]
[OR TAX ID NUMBER]
---'- --=_-------==W===� =------------=----
:SYSTEM MUSTBE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 1GD-6,
FAC. REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE90 DAYS FROM THE DATE OF ISSUE, ALL. OTHER
PERMITS. EXPIRE ONE YEAR FROM THE DATE OF ISSUE. DEPARTMENT OF HEALTH APPROVAL OF SYSTEM DOES
NOT GUARANTEE SATISFACTORY PERFORMANCE' FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL
'FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT REQUIRE. THE APPLICANT TO MODIFY THE
PERMIT APPL'ICATION.. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID.. -------------------
SYSTEM DESIGN AND SPECIFICATIONS
T ,( - ],[GALLONS/
GPDj' SEPTIC 'TANK/AEROBIC UNIT
CAPACITY
MULTI=CHAMBERED/IN
'SERIES:(. )
A ( • ] ['GALLONS
/ GPD), - -'
CAPACITY
MULTI..-CHAMBERED/IN
SERIES;:( )
N ( ] GALLONS
GREASE INTERCEPTOR CAPACITY
(MAX'IMUM CAPACITY SINGLETANK: 1250 GALLONS]
K (. ] GALLONS
PER DOSE DOSING TANK CAPACITY
DOSE -RATE.[ ]
PER 24 HRS' NO. OF
PUMPS: [ ]
D (, ]: SQUARE FEET PRIMARY DRAINFIELD SYSTEM
:R ( ] SQUARE FEET SYSTEM
A TYPE, SYSTEM:
[ '] STANDARD ( ]:FILLED „(, J MOUND
[ ]
'I CONFIGURATION:
[ ] TRENCH, -_-:( ] BED
['. ] -
- - -
LOCATION OF BENCHMARK:
ELEVATION OF PROPOSED SYSTEM
BOTTOM OF DRAINFIELD TO BE [
FILL REQUIRED: ( ] INCHES
r
'] [INCHES/FTI' [ABOVE/'BELOW] BENCHMARK/REFERENCE POINT
].(INCHES/FT] [ABOVE/BELOW] BENCHMARK/REFERENCE POINT
EXCAVATION REQUIRED; [ ] INCHES, - -
SPECIFICATIONS BY: ', ,' ,r TITLE:
AT
• APPROVED BY: r 'TITLE: CHD
,
DATE ISSUED.,,,, . EXPIRATION DATE:
Page i of 2
_(r.4016, 10196 (Rep)aces HRS-H Form 4D10'(Page. 11 whwh'mey,6a-:used)
(Aock.Numbora 044-001-4016-0)
Building Department
INSTRUCTIONS
PERMIT NUMBER:
Permit tracking number by County Health Department.
APPLICATION FOR:
Check type of permit, if "Other" specify type in blank:.
APPLICANT:
Property, owner's full ,name.
TELEPHONE:
Telephone number for applicant or agent.
AGENT: - -
`Property owner's legalry amhoiized representative.
MAILING ADDRESS:
P.O. box or street mailing address for applicant or agent.
LOT, BLOCK,. SUBDIVISION. or
PROPERTY ID#":.
27 character ID number for property.. (Health. Department may require property. appraiser ID# or
section/township/range/parcel number.)
SYSTEM DESIGN AND
SPECIFICATIONS:.
TANK: Minimum specifications from Chapter IOD-6, FAC.
DRAINFIELD:. Minimum specifications from Chapter'IOD•6, FAC.
OTHER: Other' specifications, such as operating permit requirements; low -volume flush toilets, variance provisos.:
SPECIFICATIONS. BY: Nameofindividual providing specifications. If designed by a -registered engineer must be scaled,
APPROVED BY: County Health Department personnel reviewing and approving. permit..
DATE ISSUED'. Date :permit is issued by County Health Department..
EXPIRATION. DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the
dateissued.
C
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712
MELBOURNE (407) 768-8488
SOIL COMPACTION REPORT FAX (561) 589-6469
ASTM D 1557
DATE TESTED June 18, 1999
PERMIT # 9904O2'82
CONTRACTOR Lou Casalino
JOB LOCATION: 901 Casalino Road
Ft. Pierce, Florida
JOB # : 99630-2D
ITEM TESTED : Compacted Stem -wall Fill For Slab-On-Grade
------------------------------------------------------------
TEST LOCATION DEPTH
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
-r -
---------------------------------------------------------------------
1 N.W. 0" - 12"
40
113.2 116.0
97.6
2 S.W. "
38
112.8
97.2
3 N.E.
35
111.0
95.7
4 S.E.
35
110.5
95.3
Soil-' Descript'ion c
Gray Clayed Sand
In Place Moisture:
10.5 Percent
Optimum Moisture:
11.5 Percent
Max. Dry Density:
116.0 P.C.F.
117.0
W
E 116.0
I
G 115.0
H
T 114.0
P.
C.
F.
@ Test Locations The D
Density Readings Indicate R
the Degree of Compaction Y
�s
113.0
112.0
111.0
110.0
9 10 11 12 13 14 15
ioisture - % Of Dry Weight
JOB Gi i14L.►l�fo ' ICQQ
JOB-l'llrvo
RAY D. REINHARD, P.E.
Consulting Engineer
735 35th Avenue S.W. Home (407) 778-9329
Vero Beach, FL 32968 Office (407) 567-7461
rf
F
SHEET NO. OF
CALCULATED BY` " DATE
CHECKED BY DATE
FMDUCI D.Y l A 8 C 0 5 F
RAY D. REINHARD, P.E.
Consulting Engineer
735 35th Avenue S.W. Home (407) 778-9329
Vero Beach, FL 32968 Office (407) 567-7461
JOB CASAu..10 RaWc.AA w'n"ists
`soya o
SHEET NO � OF I
CAUCULATED" r�'D l� DATE b4I9 I/y'
CHECKED
PRODUCT 09 1 A 3 C 0 E F
Gay Yo.7,F2,
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL 34982-5652
561-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications
for building permit involving the construction of new residence (single or multi -fatuity), residential addition, any accessory structure requiring
a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural
walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact
the Building Inspection Office at 462-1553 or 462-2172.
CERTIFICATION STATEMENT:
CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED- (Dlease check or complete the aoorourite boxl
1. STANDARD BUILDING CODE 1997 EDITION X
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED
3. BUILDING HEIGHT: 32. FT 4
ASCE 7-95 _ OTHER (SPECIFY)
PARTIALLY ENCLOSED _ OPEN BUILDING
WIND SPEED USED IN BUILDING DESIGN: I I O MPH
S. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 01): SU`:(�1:C. Fjq' MIL•�'I��S.
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: Z PSF _7
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 3 PSF
8. IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): 1. C)
S. LOADS: FLOOR LIo PSF ROOF/DEAD: 20 PSF ROOF/LIVE: 16 PSF
10. WERE SHEAR WALLS. CONSIDERED FOR STRUCTURE (CHECK ONE) YES, NO
explaination) _ If NO, why? (attach
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECKONE) YES K NO _ If NO, why? (attach explaination)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES ---K�. NO _ If NO, why? (attach
4, explaination) 13. MINIMUM SOIL BEARING PRESSURE: ZScsJ PSF
AS WITNESSED BY
IS TRUE AND CO
RI
DESIGN FIRM:
tEBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION
BEST OF MY KNOWLEDGE AND BELIEF.
[SEAL HERE]
SLCCDV FORM NO: ,
CERTIFICATION NO:
E. DATE:
47 oy I
IS
'e `^�.`• GENERAL NOTES RAYD. REINHARD, P.E.
1. The design and construction of the structure and/or structural components depicted on this plan are fully
• under the jurisdiction of the 1997 Standard Building Code.
V 2. All specified bolts (anchor bolts or other) shall be structural quality - ASTM 307 or better.
„ 3. Prior to construction, engineer shall review approved truss drawings with uplift loads for compatibility with
'v these details and specifications.
4. Trusses depicted are schematic only. Refer to manufactures recommendations for proper design,
drawings, lumber grade, bracing, installation, etc -Truss plan is to be certified by a professional engineer
with a note stating that the trusses are designed for the specified wind loading. Individually certified truss
shop drawings are to be provided lisfing the uplift reactions for each truss.
5. All specified pre -fabricated fastening devices shall be installed in accordance with the manufacturers
recommendations, use nailing for maximum load development
6. DESIGN LOADS
Loads used for the design of structural components:
Roof Loads
Dead Loads 2C.) PSF
Live Load 16 PSF
Floor Loads
Dead Load 15 PSF
Live Load 40 PSF
Conc. Structures
Dead Load 150 PCF
Wind Load LLO MPH (gPSF Basic, with applicable shape factors)
Allow. Soil Pressure 2500 PSF (98%compaction density required)
7. CONCRETE
- Cast in place concrete shall achieve a 28 day compressive strength as follows:
Beams/Girders 3500 PSI - 5" Slump
Foundation 3000 PSI - 3" to 5" Slump
Grout (cells) 2000 PSI -8" to 11" Slump
- Cast in place concrete shall be designed, mixed, placed and cured in accordance with ACI standards.
8. REINFORCEMENT
- Concrete reinforcing bars shall be deformed new billet steel conforming to ASTM A-615, Grade 60.
- All splices shall be lap splices. Splices shall be a minimum of 40 bar diameters, using larger bar
diameters when splicing different size bars.
- Reinforcement may be bent in shop or field provided that
Diameter of bend shall be greater than 6 bar diameters.
Reinforcement partially embedded in concrete shall not be bent
- Secure reinforcement from displacement during concrete placement utilizing chairs and bolsters.
- Welded wire mesh shall confonn to ASTM A-185. Provide chairs and bolsters to insure that the mesh
is embedded 1" from top of slab.
- Minimum concrete cover shall be:
Footings 3"
Beams, Slabs, & Walls 1 - %" up to No. 5 Bar
2" No. 6 Bar and Greater
Grouted Masonry Walls 2"
- Standard 90° Hook is reinforcing bar terminating with a 90° bend and an extension from bend at least
12 bar diameters. This shall be used at all vertical reinforcement terminations into fie beams and
foundations.
9. GROUTED MASONRY CONSTRUCTION
All concrete masonry units shall comply with ASTM C-90 with type M or S mortar complying to ASTM
A-270.
Min. net area compressive strength or CMU units shall be 1900 PSI.
All grout used in CMU cells shall have a maximum course aggregate of 3/8", shall be placed with a
slump of 8" to 11", and shall have a min. compressive strength of 2000 PSI at 28 days, and shall be in
accordance with ASTM C476.
All exterior CMU walls shall be grouted and reinforced with 1 reinforcing bar with bar size and spacing
as shown on typical section or plan. Provide Y" clear distance between any inside cell wall and
reinforcement bar. Ensure that cells that are to be grouted line up properly and have a min. clear area
of 10 sq. in. and a min. 1 Gear distance of 3". Reinforcing bar lap splices shall be a minimum of 48 bar
diameters.
Provide cleanout openings at all filled cell locations at bottom course.
Spaces to be grouted shall be free of mortar droppings, debris, loose aggregates, or other deleterious
materials.
Provide 9 Ga. ladder type horizontal joint reinforcing at 16" O.C. in all walls for structures located in a
110 M.P.H. or greater wind load zone.
10. GENERAL
- Metal hardware
All metal hardware exposed directly to the weather shall be hot dipped galvanized coated with a min.
' of 1.8 oz per sq. R of steel meeting the requirements of ASTM A-90 triple spot test
All metal accessories for use in exterior wall construction but not directly exposed to weather shall be
galvanized in accordance with ASTM A-153, class B-2.
Sizes given for nails are common wire nails.
11. WOOD FRAMING
- All load bearing studs (intedor/exterior) shall be a minimum of Group 2 - Grade 2 or better. Studs shall
be spaced at a maximum of 16" O.C. with a double top plate and a single pressure treated bottom
plate. Studs supporting girders shall be a minimum of a (3) stud column.
- Walls higher than 8'-2' require (1) row of bridging at mid -span - 10' or taller walls require (2) rows at
1/3 and 2/3 span points.
- All exterior wall and roof sheeting shall be a minimum of Group II plywood with the thickness and
nailing requirements per typical section notes..
Pneumatic nailing devices shall be calibrated to avoid counter sinking nails into exterior wall and roof
sheefing.
Where fasteners are not specified - Fasteners shall be provided in accordance with the applicable
tables in the current building code.
Header beams are to be provided in accordance with the applicable tables in the current building code.
Two studs and hold-down anchor are required at all exterior wall openings and endings. Hold-down to
be specified per Floor plan anchor layout.
Anchor bolts that will be drilled into concrete must be secured with SIMPSON EPDXY TIE ADHESIVE,
expansion anchors will not be acceptable.
12. WINDOW & DOOR COMPONENTS
- Window and door certifications are to be fumished by the contractor. All components are to be
installed in accordance with the manufacturers fastening requirements as shown on the approved
product certifications. Custom fabdcated butt joint (mitered) glazing is to be certified by an engineer
registered in the state of Florida..
- Garage doors are to be installed on a minimum of a 2x6 wood buck with fasteners as shown on the
garage door buck detail drawing.
Where 3/4' P.T. buck strips are used for window installations, the bucks must be fastened with a 2' T.
NAIL @ 8' O.C. (min.).
Where 2x P.T. bucks are used for window or door installations, the bucks must be fastened with a 1/4'
x 3' TAPCON @ 12' O.C. staggered (min.).
13. RECOMMENDATIONS
The engineer assumes no responsibility for structural damage due to fallure of windows or
doors or glass breakage. It Is recommended that a storm panel system or Impact resistant
glazing system he installed to reduce the chance of major damage due to flying debris.
The engineer assumes no responsibility for settling cracks which may develop In a monolithic
concrete slab system. The use of a FIBERMESH type concrete additive will greatly reduce the
risk of slab cracks due to settlement and temperature changes. The use of diagonal steel at
Interior comers of concrete slabs is recommended but not required.
ST. LUCIE COUNTY
CHECKLIST SUMMARY
L*99040282*PLAN.BL
BUILDING DIVISION.CHHCKLIST
STATUS DATE OR ID DESCRIPTION % COMMENTS
NO 05/03/99 BLD16 3. Building Department Review Complete
5/04/99 COMMENT
1PROVIDE A FIRE SPRINKLER SYSTEM THROUGHT THE ENTIRE
BUILDING. .
.ALL BOLT SPECS / EMBEDMENT.
.PROVIDE CONTINUOUS MECH. VENTILATION FOR GARAGE.
0
4.PROVIDE A LANDING ON BOTH SIDES OF ALL DOORS.
.PROVIDE A STARRING SCHEDULE. NAILING SPECS.
r
ju,�a -&q
QVI
1
S T. L U C I E C O U N T Y
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Growth Management Division
PAYMENT
R E C E I P T
TRANSACTION NUMBER: 01129015 TRANSACTION DATE: 26 JUL 2000
PERMIT NUMBER: 99040282 PERMIT TYPE: BUILDING RESIDENTIAL
PERMIT JOB DESC: * NEW SINGLE FAMILY RESIDENTIAL - MASTER
3/2 ACCESSORY TO AGRI-BUSINESS
JOB ADDR: 901 CASALINO RD (14092)
PARCEL NUMBER: 2203-321-0001-000/2
FCC DESC: *SINGLE FAMILY DETACHED AND ATTACHED
APPLICANT: LOU CASALINO
F E E S C O L L E C T E D
FEE CODE DESCRIPTION AMOUNT
-------------
----------------------- ---------------
REIN REINSPECTION FEE 25.00
AMOUNT PAID: $25.00
FEE WAIVED:
CHECK NBR:
PAID BY: MARC CASALINO
MEMO : MLE J(S
(10
f
REQUEST FOR 30 DAY TEMPORARY- POWER RELEASE
DATE: St. Lucie County Comm. Devel. Dept.
i2, /O( Code Compliance Division
�-I 2300 Virginia Avenue
Fort Pierce, FL 34982-5652
PERMIT NUMBER: Ph. (561) 462- 2165
Fax (561) 462-1735
�C(o4oz.�z IBC �f�f1MFP-B
PROPERTY ADDRESS: MAR 2 2
�t b 1 Cc�sG\:,.o R� _ _ `1�.er�� st. Lucie counry�i- FW0 rlol
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO
THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30)
DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA-
TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THIS
REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS:
1. This temporary power release is requested for the above stated purpose
only, and there will be no occupancy of any type, other than that permitted
by construction during this time period.
2. As witness by our signatures, we hereby agree to abide by all terms and
conditions of this agreement, including Building Division Policy, which is
incorporated herein by reference.
3. All conditions and requirements listed in the attached document entitled
"Requirements for 30 Day Power for Testing" have been fulfilled and the
premises is ready for compliance inspection.
We hereby release and agree to hold harmless, St. Lucie County, and their employees
from all liabilities and claims of any type or nature which may arise now or in the future
out of this transaction, including any damages which may be ,incurred due to the
disconnection of electrical power in the event of violation of this agreement.
dv
1L
,onnrnl r.nnfracfnr• -llinnohnra-
/() Z)
DAVID NL JONES
Professional Surveyor & Mapper
2M5 14T1-I AVENUE
PO BOX 650674
VERO BEACH, FLORIDA
PHONE (561)567-9875 FAX (561)567-9172
REPORT OF BOUNDARY SURVEY
PROJECT NUMBER: 97-105
DATE OF SURVEY: 4-09-97
*MAP OF BOUNDARY SURVEY
SEE MAP OF BOUNDARY SURVEY AS DESCRIBED BELOW. ('THIS MAP
AND REPORT ARE. NOT VALID WITHOUT 'ITIE SIGNAI'IJRE AND
ORIGINAL RAISED SEAL OF THE FLORIDA IICENSED SURVEYOR AND
MAPPER NAMED BELOW WHICH SIGNATURE AND SEAL MAY 13E
FOUND AT THE END OF THIS REPORT. THE MAP AND REPORT ARE
NOT FULL AND COMPLEIT WITHOUT ONE ANO-ITIER)
iLEGAL DESCRIPTION
THE WEST ONE HALF OF THE SOUTHWEST ONE QUARTER AND TILE
SOUTH ONE HALF OF 71-IE EAST ONE HALF OF THE SOU'1TIWES'T ONE
QUARTER OF SECTION 3, TOWNSHIP 35 SOUTI-E, RANGE 38 EAST, ST.
LUCIE COUNTY, FLORIDA.
SUBJECT TO RIGHTS OF WAY, EASEMENTS AND OTHER RESTRICTIONS
OF RECORD.
*ACCURACY
THE EXPECTED USE OF 'ITIE LAND IS ACREAGE. 'ITIE MINIMUM
RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY
SURVEY IS I FOOT IN 5,000 I''EE'T WHICH WAS EXCEEDED IN THE CASE;
OF TIIIS SURVEY.
•DATASOU.RCES
THE DESCRIPTION WAS PROVIDED BY THE CLIENT. NO SEARCH OF
THE PUBLIC RECORDS WAS MADE BY 1T-IIS OFFICE TO LOCATE 'ITIE
EXISTENCE OF EASEMENT'S OR OTHER RESTRICTIONS NOT PROVIDED
BY THE CLIENT OR HIS REPRESENTATIVE,
*MEASUREMENT MFn-IODS
ALL EQUIPMENT' USED IN PERFORMING'ITIE -LD WORK ASSOCIATED
WITH THIS SURVEY WAS'IESTFD AND CALIBRATED. A1.L WORK WAS
PERFORMED WITH AN EIIiC'IRONIC TOTAL STATION READING
DIRECTLY TO A MINIMUM OF 6 SECONDS PER ANGLE Wail A
DISTANCE ACCURACY OF I PART IN 50,000. ALL DATA WAS RIiCORDED
page 1 of2
a
'e1
a
USING A FIELD DATA COLLECTOR AND CONVENTIONAL FIELD N01TS.
THE BOUNDARY WAS PERFORMED BY CREATING A CLOSED
GEOMETRIC FIGURE AND ANY SIDE SHOTS WERE DONE USING A
REDUNDANCY OF MEASUREMENTS.
*LIMITATIONS
SURVEYOR WAS NOT PROVIDED TITE INFORMATION FOR THIS
PARCEL. RIGHT OF WAY WIDTHS WERE TAKEN FROM TAX MAPS AND
OTHER SOURCES PROVIDED BY ST. LUCIE COUNTY.
*BOUNDARY INCONSISTENCIES
NONE.
*APPARENT PHYSICAL USE
VACANTLAND.
*EASEMENTS
NONE.
*PREPARED A'T TIIE REQUEST OF
LOU CASALINO
*CERTIFIED TO
LOU CASALINO
St. Lucie County Health Unit
Environmental Health
Site Plan Approved For Construction
Supersedes All Previous Site Plans For
OSDS#
Reviewer 'T. /
*SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE
DAVID M. JONES, FLORIDA LICENSE NUMBER PLS 3909
add improvements & prop sadd et;a 6d /97
rev prop lake loc: 4A8 /9
add proposed lake:4/17M
97-105: 4/09/97
rep of bdry survey
page 2 of