HomeMy WebLinkAboutREVISIONSOFFICE USE ONLY:
DATE FILED: 8/20/19
REVISION FEE: $75.00
PERMIT # 1901-0052
RECEIPT # � 05 4$a3
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
12103 RIVERBEND DR PORT ST LUCIE, FL 34984
y7 W
DETAILED DESCRIPTION OF PROJECT R4 SCANNED
REVISIONS: BY
Change from MI door To Custom FL14850.1 FD-8750 Impact L+} Lucia
_ „
wunty
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME: SCIENTIFIC CONSTRUCTION GROUP INC
QUALIFIERS NAME: RAPHAEL H HENRI
ADDRESS: 1251 NE 209 TERRACE
CITY: MIAMI STATE: FL
PHONE (DAYTIME): (786) 587-9728
OWNER/BUILDER INFORMATION:
NAME: NOEL PEREZ FOUNTAIN PLAZA INVESTMENT LLC
12103 RIVERBEND DR
CITY: PORTSTLUCIE
PHONE (DAYTIME:
STATE: FL
ARCHITECT/ENGINEER INFORMATION:
NAME: Paul welsh
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9/23/09
Revised 06130117
STATE:
ST. LUCIE CO CERT. #:
ZIP: 33179
FAX: (305) 654-8779
FAX:
FAX:
ZIP: 34984
ZIP:
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
09/28/2017
09/29/2017
10/02/2017
12/12/2017
FL #
Model, Number or Name
Description
14850.1
FD-8750, Impact.
FD-8750 French Door, SD-87Gb Swing Door, SLT-8710 Sldelite,
Impact. _
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL14850 R3 II CWS-641C.Ddf
Approved for use outside HVHZ: Yes
Verified By: Lucas Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +70/-70
Evaluation Reports
Other: Large Missile French Door w/ Sidelights, Max. French
FL14850 R3 AE EvaIpeooft641C.pd
Door 6' x 8', Max. Single Door Tx 8', Max. Sidelight Tx 8', DP
Created by Independent Third Party: Yes
+/- 70 psf. Glass compiles to ASIM E1300-04.
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 85OA87-1824
The State of Florida Is an AA/EED employer. Qlattight 2007-2013 State of Florida, :: Pdvagy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public,recoms request, do not send electmonic
mall [p this entity. Instead, contact the office by phone or by lmdltional mail. If you have any questions, please contact 850.481. 1395 rsua SeNon 455.2]5(1
all to Statutes, effective October I, eo office
licensees licensed under Chapter 456, F.S. must provide the Department with an emal If ve one. The email
provided may be used for official communication with the licensee. However email addresses are public record. Ifyou do notw pp onal address, please
provide the Department with an small address which can be made available to the public To determine if you are a licensee u a F please click Iles
Prafta Approval Accepts:
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SWING DOOR & SIDELITE - LARGE MISSILE IMPACT
375/8' MAX
PANEL WIDTH
26 618'
GLASS DLO
/V' MAX FRENCH DOOR WIDTH
17.
AAX
NIT
!EIGHT
C
9M78'AX
X
X
PANEL
HEIGHT
84 3/16'
GLASS
SEE
DLO
NOTE4
G
A
11
FRENCH DOOR
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ........
1-3
GLAZING DETAILS....................................4
SECTION VIEWS....................................5-7
BO M............................................................8
EXTRUSIONS.............................................0
ANCHOR SCHEDULE & NOTES ......
....... 10
INSTALLATION DETAILS ....................
11-12
t
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In
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SINGLE DOOR
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED l-kwft110U0006
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC), CURRENT I WINDOW SYSTEMS
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND I 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED I OCALA, FLORIDA 34474
IN ASTM E 1996 PER THE FBC. W W W.CWS.CC
2. GLAZING OPTIONS: (SEE SHEET 4)
3. CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSW ING
W/SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S)
W/SIDELITE(S), SIDELITE NOT ATTACHED.
4. LOCK OPTIONS:
UP TO 6'8':
A DOUBLE BORE WRWO (2) INTERIOR FLUSH BOLTS.
HANDLE SET @ 36'
B. MORTISE LOCK w/ TWO (2) INTERIOR FLUSH BOLTS.
HANDLE SET @ 34-
C. MULTIPOINT (4 PT.)
HANDLE SET @ 34-
ABOVE 6'8':
A. MULTIPOINT (5 PT)
HANDLE SET @ 34-
6. DESIGN PRESSURE RATING-
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04801/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04801/09.
6. ANCHORAGE: THE 33 173%STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-12 FORANCHOR
DETAILS. WINDLOAD DURATION FACTOR CE=1S WAS USED FOR WOOD
ANCHOR CALCULATIONS.
7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
NOT REQUIRED.
8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS
ARE PROCESSED AND ASSEMBLED VIA TIE ROD.
9. SERIES/MODEL DESIGNATION SD-B700, FD-8750, SLT41710.
10. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:
X= OPERABLE SASH, O = FIXED SASH
11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR
LOCATION.
12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO
SEVERE W EATHER.
13. QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS
GRADE 2 BY PAMEX AND DELANY.
14. MAX. PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR
NON -MULLED UNITS.
TYPE
MAX. PANEL SIZE
DESIGN PRESSURE RATING
IMPACT RATING
SINGLE
37-5/8" x 95-3/16"
+/- 70 PSF
LARGE MISSILE IMPACT
FRENCH
SIDELITE
33-5/8" x 94-5/8"
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2017-09-22
13:18-04:00
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PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
AWN BY: DATE:
ADE 09/08/11
l04 REV.:
CWS-641 c
ALE' SHEET
1:35 1 OF 12
151 3fe' MAX
V(S(lnylLom p /
WINDOW SYSTEMS �i�
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
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37 MAX.
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H7B3IB'3/16'NOPHH941-380F1574IL
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SIDELITEDOORSnEETDESCwPTlON:
GLASSGLASSDLO
DLO
GENERAL NOTES AND
ELEVATIONS
DRAWN BY:
DATE
ADE
09/08/11
GLASS DLO
GLASS DLO
GLASS DLO GLASS DLO
DWG#:
HE'.
SINGLE DOOR W/SIDELTE
CWS-641
C
FRENCH DOOR W/SIDLITE
B—E
SHEET
1:35
2 OF 12
3631i6' MAX
9T
UNIT WIDTH
7g•
-SIDELITE WIDTH
— -
MAX FRENCH DOOR WIDTH
33518•
375/B' MAX
PANEL WIDTH
PANEL WIDTH
MAX
UNIT
HEIGHT
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Q
X
X
O
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HEIGHT
9T
383H6' MAX
79°
SIDFIITE WIDTH
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336/8' MAX
37518' MAX
PANEL WIDTH
DOOR W ID
MAX
UNIT
HEIGHT
SIDE
ITE
Q
X
�(
953/
HEIGHT
PANE
03518'
FLOSH
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DOORWIDTH
3758' MAX
PANEL WIDTH
26 SIB'
GLASS DLO
.I
T NOTE:HINGE SPACINGS
81'Ffl[
FROM
MAX
nFLUSH
EARE NDSANY
1fi' ENDS AND 2IS/16UNITMAX
O.C. UP TO
HEIGHT81'
UNIT HEIGHT.
4
81/2'
SINGLE DOOR
79' MAX. FRENCH DOOR WIDTH
36 3/16' MAX
-
--
SIDELITE WIDTH
37518' MAX
335/8' MAX -
PANELWIDTH
PANELWIDTH
265/8'
225/9' -
GLASS DLO
GLASS DLO
�
NIT
BOLT
EIGHT
79 3/16'
PANEL
x
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x
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683116'
SEE
GLASS
DLO
NOTE4
T1
15130 MAXUNITWIDTH
363/16'MAX
79' MAX FRENCH DOOR WIDTH
SIDELITE WIDTH
335/8' MAX
37518' MAX
PANELWIDTH
PANELWIDTH
T
FLUSH
AAX
BOLT
JNR
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7931
785/B'
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X
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375/8' MAXMAX
PANELWIDTH
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SIDELITE
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GLASS
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DLO
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225/8'
265V
SINGLE DOOR W/SIDELITES
1900 SW 44TH AVE.
OCALA. FLOPJDA 34474
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SHEET DE MnIDN:
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ADE
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3116'TEMPERED
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HENKEL - PURFECT GLAZE'H'
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1900 SW 44TH AVE.
OCALA. FLORIDA 34474
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NORTH PORT, FL 34288
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IEET DESCRIPTION:
GLAZING DETAILS
AWNS: DATE
AIDE 09/08/11
VG REV.:
CWS-641 c
ue SHEET
1:1 4 OF 12
INTERIOR
WINDOW SYSTEMS ICJ
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6
ITEMS NOT SHOWN FOR CLARITY:
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09108/11
SECTION VIEW A -A
ITEMS NOT USED IN VERSION SHOWN:
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LUCAS A. TURNER, P.E.
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NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS
FRENCH DOOR
NOTE: VERTICAL SECTION SIMILAR
ITEMS NOT SHOWN FOR CLARITY:
DRAWN BY.
DATE
TO SINGLE DOOR, SEE SHEET 5
10.13. 15-17, 22, 26-28, 36-39, 43, 54, 57
ADE
09/08/11
Uwe
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ITEMS NOT USED IN VERSION SHOWN:
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BYINSTALLER SEE SHEETS 183 FOR HINGE SPACING.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEETOESCR"10W
SECTION VIEWS
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SECTION VIEW D-D
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09/08/11
ITEMS NOT USED IN VERSION SHOWN:
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CWS-641
C
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SHEET
12
7OF 12
PARTS LIST
PARTS LIST
REM
PART#
DESCRIPTION
MATERIAL
VENDOR
ITEM
PART#
DESCRIPTION
MATERIAL
VENDOR
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1
1141833
MAIN FRAME HEAD
ALUM
KEYMARK
51
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FOAM
MO PRODUCE
2
141857
ASTRAGAL, INACTIVE, FD PVC
ALUM
KEYMARK
52
P-5134
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FASTENAL
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3
14-18S8
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ALUM
KEYMARK
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P-5151
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1900 SW 44TH AVE.
4
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ALUM
KEYMARK
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P-6157
SCREW #10-24 x 1/2'. FI Un&emul PH, 18-BSS @ KEEPER
FASTENAL
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5
141861
REINFORCEMENT, HORIZ
ALUM
KEYMARK
55
P-5158
BOTTOM SEAL
RUBBER
TEAM
-
6
91878
MAIN SILL
ALUM
KEYMARK
56
P-5172
WSTP,.370 X.187, TRI FN. BLACK
ULTRAFAB
8700/10/50PVC
SWING DOOR
IMPACT
7
K1880
MAINFRAME. JAMB
ALUM
KEYMARK
57
P-5174
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HEAD, @FRAME
FASTERAL
8
K1881
MAINF SIDELITE 0, DOOR
ALUM
KEYMARK
58
PS786
SCREW #8-32 x 7-1/4'
PH,FLMS, SS @PLUNGER
SS
FASTEMAL
9
H-1900
MAINFRAME SIDELITE JAM® HEAD SILL
ALUM4
KEYMARK
59
S-1783
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ALUM
KEYMARK
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1 P-3039
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RUBBER
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INSERT. REINFORCEMENT
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KEYMARK
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SIKAFLEX 552 of PLWECTGLA7E'F{
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KEYMARK
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KEYMARK
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67
59
COVER, ASTRAGAL, FD
ALUM
YMARK
18
Pd146
SCREW #8 X 314 P FIAT SS lEK 51-0M
FASTENAL
S-78854
INSERT, FRONT, STM ATTACH SILL
ALUM
KEYMARK
77
P-0278
FIFTY PAD .200' x 1.250' WIADHESIVE
ULTI24FAB
fib
S-1865
INSERT, BACK, BTM ATTACH SILL
ALUM
KEYMARK
18
P4522
#10 x 1 114' PH FLAT SMS-HINGE PANEL
FASTENAL
69
5-1915
BASE, SWEEP
ALUM
KEYMARK
19
P-4774
WSTP BUI-B/LEAFS PALL
AMESBU Y
70
5-1916
DRIP COVER SWEEP
ALUM
KEYMARK
20
P-4790
FLUSH BOLT ASSM TOP/BTM
SULLIVAN
71
S-BM
PANEL TOP/BTM RAIL. SIDES
-DOOR
PVC
MIKRON
21
P4794
SCREW #8 x5/8' SOFLAT TEK A INSERTATTACH
FASTENAL
72
5 83
PANEL, TOP/BTM RAIL, SIDES
-SIDELUE
22
P4802
ALL TI67FADED ROD (TIE ROD
MDMASTER
73
S4i084
GlA21NG BEAD (1')
rc
z y O -i m t-
23
P-4807
HINGE GUIDE
HOPPE
74
N41888
REINFORCEMENT, VERT., SNGLE DOOR
O
w O a i m
24
P<eoamaew
HINGE Sf-T
HOPPE
75
GLASS
SEE SHEET4
=ALUMKEYMARK
m
u �3w
25
P-4814
WSTP .50X750 FOLDED BULB SEAL SIDELITE
AMESBURY
76
H-IMZ
REINFORCEMENT VERT.
26
P4883
LOCK STRIKE PLATE
PADDOCK
77
P4887
MORTISE LOCK
27
P-4864
RI-0NO STRIKE PLATE
PADDOCK
I
HEAD SILL
ALL FRAMES ARE MECHANICALLY FASTENED
'ALTERNATE APPROVED LOCKSETS:
PAMEX GRADE 2 LOCKSET AND DEADBOLT
,p"TO�REW�Tp
Q`i I y1G ENy"t,•G,D!.
' No 58201 ''4As
*?
Z9P% STATE OF 144/
•� T :�( OP••�2
�:6�3 •. ,QR1,..•'O.
'oy /ONA11EN``��
- -
X�
91=017
28
P-4866
GUIDE TIE ROD
NYLON
M&M
29
P4871
TIE ROD BRACKET
ZINC
SULLIVAN��
30
P4885
SHOOT BOLT TOP
PADDOCK
31
P4886
SHOOT BOLT BOTTOM
PADDOCK
32
P4851
LOCKS INACTIVE 8 FT
32
P4884
LOCKBAR, MULTI -POINT 5PT 8FT
PADDOCK
32
P4901
LOCKBAR MULTI -POINT, 4PT US FT
PADDOCK
32
P4902
LOCKBAR, INACTI 6-8 FT
PADDOCK
33
P4903
HANDLE SET ACTIVE
PADDOCK
34
P4905
HANDLE SET, INACTIVE
PADDOCK
35
P4913
WSTP .50XS0 FOLDED BULB SEAL DOOR
SCHELGEL
36
P4917
CAP ASTRAGAL,OUTSIDE
NYLON
M&M
37
P4918
GUIDE, FLUSH BOLT INACTIVE PNL
M&M
38
P4922
COVER INTERIOR FLUSH BOLT
NYLON
M&M
LUCAS A TURNER, P.E.
FL PE # 58201
1239JABARAAVE.
NORTH PORT, FL 34288
PH. 941-380-1574
39
P4925
CAP ASTM INSIDE
NYLON
M&M
40
P4926
SHIM SIDEURE DOOR SHIPPING BLOCK
NYLON
M&M
41
P4927
GUIDE, FLUSH BOLT
NYLON
M&M
42
P4930
SCREW 910 X 1-1WHEX HEAD TEK SIDELITE ATTACH
FASTENAL
43
P4933
NUT 3/8-46 FLANGED W/SERRATED UP SS, PANEL
MCMASTER
SHEETDEScaw10W
BOM
44
P4934
SCREW, 012-24X 1/2'PH FLAT MS HINGE
FASTENAL
45
P4936
DOORKNOB ACTIVE PANEL
DELANY
46
P4937
DEADBOLT ACTIVE PANEL
DELANY
47
P4969
SCREW 010 X 2' REI✓F. ATTACH.
FASTENAL
DMWN BY:
ADE
DATE:
09/08/11
48
P4997
STRIKE DEADBOLT
PADDOCK
49
P-5127
SCREW #12X7 PH PAN SMS ANCHOR
FASTENAL
DWG x:
CWS-641
BEv.:
C
50
P-5130
GASKET DOOR SILL,FRONT
I )AM
I HO PRODUCTS
s
1:1
SHEET
8 OF 12
i49H6'�
7/78'
DOOR HEAD-1833
49H6'�{
„L ❑ �I 6
7116'
DOOR SILL-1878
I�49/16'------ I
�IIj7� V2V1,16.
7
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DOORJAMB-1880
SIDELITE-1881
d4 9/ifi°�
9
2 1/18•
LO ,/76•
SIDELITE-1900
NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM
PVC DOOR PANEL -6083
REINFORCEMENT -1861
r 1 1/2'
TI116-
2,5/7fi'
REINFORCEMENT-1880
L 66
2I, i/76'
L
ASTRAGALCOVER-1859
4
2
REINFORCEMENT -1857
REINFORCEMENT -1858
REINFORCEMENT -1862
1 3/4•l
I 6
L
INSERT. INACTNE PNL-1849
27/16'�j
( SIB. WINDOW SYBTEN9
yll
59 -�{.--(�) 1900SW44THAVE.
1 ma's• 1116' 9ry6
• �' A OCALA FLORIDA34974
WWW.CWS.CCS.CC
THRESHOLD-17B3 HEAD COVER -1840
8700/10/50 PVC
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z 1/4• IMPACT
1/4'�1—61 38T- 60
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FILLER -1784 1 Ow0 wwOp
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FRAME COVER -1806 w FyZ)mOm?t-
5/8'
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l_ 69 DRIP CAP -1817 fS:- No 58201
BASE SWEEP -1915
%,P-. STATE OF .•414
314' �---y � '4FS�.. O.. 10s''p�2�.``
88 0
316 ,M6'
73l16• 1/16•
1
ZZ
INSERT, BACK -1865 GRIP COVER -1916
LUCAS A. TURNER, P.E.
FL PE It 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
9/16'- -"
PH. 941-380-1574
I I
6
SMEtT �ESCHIP110N:
77116
J_ 1/7fi'
EXTRUSIONS
INSERT, FRONT-1864
DMW BY:
GATE:
ADE
09/08/11
MG A..
REV.:
CWS-641
C
8-E
SHEET
1:2
9 OF 12
ANCHOR Q MIDSPAN
(TY'P.)
4' (TYP.)
6' MAX (TYP.)�
6'MAX (TYPJ_L
I-�
I
�'"4• (TYP.)
A -1.
r
no
I-r i
I ix
MAX.C.
)
22' (TYP.)-WOOD/METAL
•
II 11--'SEE NOTE
ANCHOR @ MIDSPAN (TYP.)
6' MAX. (TYP.
S' MAX (TYP.
O I ANCHOR (TYP.)
D.C.17' MAX
INSTALLATION RY
L
4' (TYP.)
SIDELITE DOOR SIDELITE SIDEUTE DOOR DOOR SIDEUTE
ANCHOR LAYOUT- (FLANGE) ANCHOR LAYOUT - (FLANGE)
IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY.
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
)DIMETAL
SEE NOTE 2
^INSTALLATION
ANCHOR (TYP.)
2. SHIM AS REOAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 111V IS PRESENT. LOAD BEARING SHIMS
SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 11.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD
MUST BE PROTECTED TO PREVENT REACTION.
S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM SPECIFIED IN TABLE 1, SHEET 11.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE)CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE.
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE I WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 4' FOR MASONRY, 2-3/16' FOR HINGES (ALL SUBSTRATES), 1' FOR WOOD AND METAL.
6. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAAYDMA 250(BOX W INDOWS), FMAJAAMANVDMA 3D0(EXTERIOR DOORS)
WINDOW SYSTEMS D
1800 SW 44TH AVE.
OCALA. FLORIDA M474
W W W.CWS.CC
8700/10/50 PVC
SWING DOOR
IMPACT
zz
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES
ADE
09/08/11
IG 9
REV_
CWS-641
C
Ate'
SHEET
1:8
100F 12
TYPICAL HEAD ANCHORAGE
I
it
PERIMETER SEALANT— d- �¶
BYINSTALLER
INSIDE AND OUT
CONTINOUS DBL 1W BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SUBSTRATE
BY INSTALLER.
PERIMETER SEAT
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY
SEE TABLE 1
(n 1 VERTICAL SECTION
11 TYPICAL SILLANCHOWIE
MIN. EDGE DIST.
INTERIOR
SEE TABLE 1
CONTINOUS DBL 1/4' BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
N.EMBEDMENT
POINTS BETWEEN FRAME AND SUBSTRATE
E TABLE 1
BY INSTALLER.
INSTALLATION ANCHOR —
SEE TABLE 1
`1/4' MAX. SHIM
INTERIOR
INSTALLATION ANCHOR
SEE TABLE i
MIN. EMBEDI
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
TABLE 1: APPROVED INSTALLATION FASTENERS
SUBSTRATETYPE
ANCHORTYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.85 KSI MIN.)
1/4' ELCO ULTRACON
i i/4-
2-1/2'
HOLLOW OR GROUT -FILLED CMU (ASTM C-90)
1/4- ELCO ULTRACON
1-1/4'
2-1/2'
ZX MIN. SOUTHERN PINE (G=0.56)
1/4' ELCO ULTRACON
1-Tal
718'
ZX MIN. SOUTHERN PINE (G=0.55)
#12 WOOD SCREW
1-W8'
7/B'
16 GAUGE (0.060') MIN.
#12-14 HLTI KW IK-FLEXOR ITW
FULL THREAD
STEEL STUD (33 KSI YIELD MIN)
TEKS SELF-DRILUNG SCREW
THRU 0.060'
1/2'
1/8' ALUM. (6D63-T5 MIN.) OR
#12 GRADE 5 SELF -TAPPING )
FULLTHREAD
1/8' STEEL (33 KSI MIN.)
DRILLING SCREW
THRU 0.12Y
1/2,
HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.)
3116' ELCO ULTRACON
1-3/4'
2-1/Tl
HINGE ANCHORS INTO HOLLOW OR GROUT -FILLED
y16' ELCO ULTRACON
1-114'
2-1/2"
CMU ASTM C-90)
HINGE ANCHORS INTO 2 MIN. SOUTHERN
#10WOODSCREW
1.1/8'
7/8'
PINE G=0.55
HINGE ANCHORS INTO 16 GAUGE (0.060') MIN.
010.16 HLTI KWIK-FLEX OR IIW
FULL THREAD
STEEL STUD (33 KSI YIELD MIN)
TEKS SELF -DRILLING SCREW
THRU 0.060'
LIT
HINGE ANCHORS 1/8' ALUM. (W0 T5 MIN.) OR
#10 GRADE 5 SELF -TAPPING /
FULLTHREAD
1/8' STEEL (33 KSI MIN.)
DRILLING SCREW
THRU 0.125'
1/2'
1/4' MAX. SHIM
MIN. EMBEDMENT
SEE TABLE 1
/ --T
MIN. EDGE DIST
SEE TABLE 1
SEE TABLE 1
PERIMETER SEALANT BY INSTALLER HINGE MIN. EMBEDMENT
INSIDE AND OUT SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 7
B HORIZONTAL SECTION
11 TYPICAL JAMB/HINGE ANCHORAGE
1900 SW 44TH AVE.
OCALA FLORIDA 34474
W W W.CWS.CC
8700/10/50 PVC
SWING DOOR
IMPACT
No 58201
213116- 81/2' (TYP.) %1%% STATE OF
ANCHORSTHRU�
HINGE (TYPJ
z�
21511V MAX
9/22/2017
SEE NOTE
LUCAS A. TURNER, P,E.
FL PE # 58201
1239 JABARA AVE.
NOTE:
NORTH PORT, FL 34288
HINGE SPACINGS ARE:
PH. 941-380-1574
8-1/2' FROM ENDS
21-5/16' MAX O.C. FOR UP TO 81' UNIT HEIGHT.
SHEETUESCRIPTIDN:
20' MAX O.C. FOR OVER 81' UNIT HEIGHT.
INSTALLATION DETAILS
DOOR
DRAWN BY:
DATE,
AIDE
09/08/11
MG P.
REV.:
HINGE LAYOUT
CWS-641
C
1:30
Scale
SHEET
12
1 1OF 12
TYPICAL HEAD ANCHORAGE
SUBSTRATEF
SEE TABLE 1,
INSIDE AND OUT ��
CONTINOUS DBL 1/4' BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SUBSTRATE
BY INSTALLER.
SUBSTRATE BY OTHERS
SEE TABLE 1, BHT 11
( �. , VERTICAL SECTION
12 TYPICAL SILLANCHORAGE
INTERIOR
11 CONTINOUS DBL 1/4' BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SUBSTRATE
BY INSTALLER.
11
1/4' MAX. SHIM
INTERIOR
INSTALLATION ANCHO
SEE TABLE 1, BHT 11
MIN. EMBEDMENT
SEE TABLE 1, BHT 11
MIN. EDGE DIST.
SEE TABLE 1, BHT 11
PERIMETER SEALANT BY
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1, BHT 11
IW MAX. SHIM - -
cULlN1(4UUU[/(j L/e(/Q
MIN. EMBEDMENT
WINDOW SYSTEMS Ip1,(jlZ
SEE TABLE 1. SHT 11
1800 SW 44TH AVE.
L4, FLORIDAFL
WWW'C.cC3M74
W W
SEE TAB EDIS MIN. EDGE HT 11
8700/10/50 PVC
SWING DOOR
IMPACT
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HORIZONTAL SECTION
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12 TYPICALJAMB ANCHORAGE
No 58201
STATE OF
91=017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
HE DEsMr *N:
INSTALLATION DETAILS
SIDELITE
MWNB: MT:
ADE 09/08/11
WGN: REV.:
CWS-641 C
SHEET
1:2 12JF 12
FICE USE ONLY:
DATE FILED: % Z
REVISION FEE: 00
PERMIT# %9DI —006C —
RECEIPT # l,S
SCANNED
PLANNING & DEVELOPMENT SERVICES
BY
BUILDING & CODE REGULATION DIVISION
St. Lucie County
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
RECEIVED
(772) 462.1553
FEB' A 7 11118
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
permitting oepart
omen
Coty
LOCATION/SITE
ADDRESS: /
12,Jc—rz&r—nL
AA %e %? ZzArw c3 -
DETAILED DESCRIPTION OF PROJECT
REVISIONS: cG n
e,&7,j �. i iu uG ��Aiia i v Sunl �mn.o VO4E 9or��YaLc
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO
BUSINESS NAME: — (LMgiy�%doe �/10
QUALIFIERS NAME ZJ
ADDRESS:
CITY: A./ &Xz,0,e STATE: 71
PHONE (DAYTIME): 76— 15'$7 - 97 ot FAX:
CITY: re) n j Sj -
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130117
INFORMATION:
STATE:
FAX:
ZIP:
ZIP:
REV(§ION
Qrnlw 1,14, lgrl -ZY7S�
s
RECEIVED
FFg 2 4 1010
FORM R405-2017 Permfttlgg Oe
FLORIDA ENERGY EFFI8'I _A CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: NOEL RESIDENCE
Builder Name: RAPHAEL HENRI
Street: 12103 RIVERBEND ROAD
Permit Office: ST LUCIE COUNTY
City, State, Zip: PORT ST LUCIE , FL,
Permit Number:
Owner.
Jurisdiction: ST LUCIE COUNTY
Design Location: FL, Fort Pierce
County: St. Lucie (Florida Climate Zone 2 )
1. New construction or existing New (From Plans)
9. Wall Types (4799.0 sqft.)
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Ext Insul, Exterior
R=4.1 4439.00 it-
b. Frame -Wood, Adjacent
R=13.0 360.00 ft-
3. Number of units, if multiple family 1
c. NIA
R= ft'
4. Number of Bedrooms 3
d. N/A
R= ft'
10. Ceiling Types (5295.0 sqft.)
Insulation Area
5. Is this a worst case? No
a. Roof Deck (Unvented)
R=30.0 5295.00 ft=
6. Conditioned Floor area above grade (ft') 5294
b. N/A
R= ft'
Conditioned floor area below grade (ft') 0
c. N/A
R= ft'
11. Ducts
R ft'
7. Windows(1078.0 sqft.) Description Area
a. Sup: Aftic, Ret: Aftic, AH: AHU 1
6 200
a. U-Factor. Sgl, U=0.65 504.00 ft2
b. Sup: Attic, Ret: Attic, AH: Attic
6 125
SHGC: SHGC=0.21
c. Sup: Attic, Ret: Attic, AH: Attic
6 125
b. U-Factor. Sgl, U=0.58 486.00 ft'
12. Cooling systems
kBtu/hr Efficiency
SHGC: SHGC=0.24
a. Central Unit
46.5 SEER:16.00
b. Central Unit
17.9 SEER:16.00
c. U-Factor. Sgl, U=0.33 88.00 ft.
2 additional cooling systems
(see details)
SHGC: SHGC=0.16
13. Heating systems
kBlu/hr Efficiency
d. U-Factor. N/A ft'
a. Electric Strip Heat
34.0 COP:1.00
SHGC:
b. Electric Strip Heat
17.0 COP:1.00
Area Weighted Average Overhang Depth: 4.699 ft.
2 additional heating systems
(see details)
Area Weighted Average SHGC: 0.219
14. Hot water systems
a. Electric
Cap: 40gallon
8. Floor Types (5294.0 sqft.) Insulation Area
EF: 0.980
a. Slab -On -Grade Edge Insulation R=0.0 5294.00 ft'
b. Conservation features
b. N/A R= ft.
None
c. N/A R= ft.
15. Credits
None
Glass/Floor Area: 0.204 Total Proposed Modified Loads: 147.72
PASS
Total Baseline Loads: 159.58
1 hereby certify that the plans and specifications covered by
Review of the plans and
iliE SpalR
this calculation are in compliance with the Florida Energy
specifications covered by this
�F
y
Code.
calculation indicates compliance
y ,, z
v ith the Florida Energy Code.
F rnr„ ••, _ ?y;M� „ O
PREP D
Before construction is completed
a a
DATE: -
this building will be inspected for
compliance with Section 553.908
ilV;
O
I hereby certify that this ildj g, as designed, compliance
Florida Statutes.
COO 4¢�
with the Florida Energy
WE
OWNER/AGENT'
BUILDING OFFICIAL:
DATE: v
DATE:
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
- Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires
an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
FILE COPY
2/17/2020 8:37 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5
CORM R405-201'7 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title:
NOEL RESIDENCE
Bedrooms: 3
Address Type:
Street Address
Building Type: User
Conditioned Area: 5294
Lot #
Owner Name:
Total Stories: 1
Block/Subdivision:
#of Units:'
1
Worst Case: No
PlatBook:
Builder Name: RAPHAELHENRI
Rotate Angle: 0
Street:
12103 RIVERBEND RO
Permit Office:
ST LUCIE COUNTY
Cross Ventilation:
County.
St. Lucie
Jurisdiction:
ST LUCIE COUNTY
Whole House Fan:
City, State, Zip:
PORT ST LUCIE,
Family Type:
Single-family
FL,
New/Existing:
New (From Plans)
Comment:
CLIMATE
/
Design Temp
Int Design Temp Heating
Design Daily Temp
v Design Location
TMY Site 97.5 % 2.5 %
Winter
Summer Degree Days Moisture Range
FL, Fort Pierce FL VERO_BEACH MUNI 39 90
70
75 299
62 Low
BLOCKS
Number'
Name
Area Volume
1
Blockl
2914 29140
2
BloclQ
908 9080
3
Block3
924 9240
4
Block4
548 7124
SPACES
Number
Name
Area Volume Kitchen Occupants
Bedrooms
Infil ID Finished Cooled Heated
1
AHU 1
2914 29140 Yes 0
2
1 Yes
Yes Yes
2
AHU 2
908 9080 No 0
0
1 Yes
Yes Yes
3
AHU 3
924 9240 No 0
1
1 Yes
Yes Yes
4
MINI SPLIT
548 7124 No 0
0
1 Yes
Yes Yes
FLOORS
#
Floor Type
Space Perimeter Perimeter R-Value
Area
Joist R-Value
Tile Wood Carpet
1 Slab -On -Grade Edge Insulation AHU 1 159 ft 0
2914 W
_
1 0 0
2Slab-On-Grade
Edge Insulation AHU 2 70 R 0
908 ft'
—
1 0 0
3SIa1b-On-Grade
Edge Insulation AHU 3 122 ft 0
924 fl'
—
1 0 0
4'SlabOnrGrade Edge Insulation MINI SPLIT 521t 0
I
548 ft'
--
1 0 0
ROOF
/
Roof Gable Roof
Red
Solar SA Emitt Emitt Deck Pitch
V #
Type
Materials Area Area Color
Barr
Absor. Tested
Tested Insul. (deg)
1
I
I Hip
Barrel tile 5921 ft' 0 ft' Medium
N
0.6 No 0.9 No 30 26.6
ATTIC
/
V
IRCC
#
Type
Ventilation Vent Ratio (1 in)
Area
RBS
1
Full attic
Unvented 0
5294 ft'
N N
2/17/2020 8:37 AM EnergyGauge® USA 6.0.02 (Rev. 1) - RaRes2017 FBC 6th Ed,'dlon (2017) Compliant Software Page 2 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
CEILING
#
Ceiling Type
Space
R-Value
Ins Type
Area
Framing Frac Truss Type
1
Under Attic (Unvented)
AHU 1
0
Blown
2914 ft-
0.11
Wood
_
2
Under Attic(Unvented)
AHU2
0
Blown
908 ft'
0.11
Wood
_
3
Under Attic (Unvented)
AHU 3
0
Blown
925 ft'
0.11
Wood
4
Under Attic(Unvented) MINI SPLIT
0
Blown
548 ft'
0.11
Wood
WALLS
Adjacent
Cavity
Width Height
Sheathing Framing Solar Below
A!
C)r�t
TO
Wnli Type
Space
_ 1
E
Exterior
Concrete Block- Ext Insul
AHU 1
4.09999
34
10
340.0 IF
0
0 0.600000 0
_ 2
S
Exterior
Concrete Block- Ext Insul
AHU 1
4.09999
42
10
420.0 ft
0
0 0.600000 0
_ 3
W
Exterior
Concrete Block- Ext Insul
AHU 1
4.09999
65
10
650.0 ft'
0
0 0.600000 0
_ 4
N
Exterior
Concrete Block- Ext Insul
AHU 1
4.09999
28
10
280.0 ft'
0
0 0.600000 0
_ 5
E
Exterior
Concrete Block- Ext Insul
AHU 2
4.09999
30
10
300.0 ft'
0
0 0.600000 0
_ 6
W
Exterior
Concrete Block- Ext Insul
AHU 2
4.09999
22
10
220.0 ft-
0
0 0.600000 0
_ 7
N
Exterior
Concrete Block- Ext Insul
AHU 2
4.09999
32
10
320.0 ft'
0
0 0.600000 0
_ 8
E
Exterior
Concrete Block- Ext Insul
AHU 3
4.09999
27
10
270.0 ft'
0
0 0.600000 0
_ 9
S
Exterior
Concrete Block- Ext Insul
AHU 3
4.09999
47
10
470.0 IF
0
0 0.600000 0
_ 10
W
Exterior
Concrete Block- Ext Insul
AHU 3
4.09999
31
10
310.0 ft'
0
0 0.600000 0
_ 11
N
Exterior
Concrete Block- Ext Insul
AHU 3
4.09999
17
10
170.0 ft'
0
0 0.60000D 0
12
E
Garage
Frame -Wood
AHU1
13
28
10
280.0 ft-
0
0.25 0.600000 0
13
N
Garage
Frame -Wood
AHU1
13
8
10
80.0 ft'
0
0.25 0.600000 0
14
W
Exterior
Concrete Block- Ext InsuMINI SPLIT
4.09999
42
13
546.0 ft2
0
0 0.600000 0
15
S
Exterior
Concrete Block- Ext InsuMINI SPLIT
4.09999
11
13
143.0 ft'
0
0 0.600000 0
DOORS
#
Omt
Door Type
Space
Stones
U-Value
Width
Height Area
Ft
In
Ft In
1
N
Wood
AHU 1
None
.2
.1
.1 .1 ft'
WINDOWS
Orientation shown is the entered Proposed orientation.
/
Wall
Overhang
V
#
Ornt ID
Frame Panes
NFRC
U-Factor
SHGC
Imp
Area
Depth
Separation
Int Shade Screening
1
E 1
Metal Low-E Single
Yes
0.58
0.24
N
48.0 ft'
6 ft 0 in
1 ft 4 in
Drapes/blinds Exterior 5
2
E 1
Metal Low-E Single
Yes
0.58
0.24
N
36.0 ft'
6 ft 0 in
1 ft 4 in
Drapes/blinds Exterior 5
3
E 1
Metal Low-E Single
Yes
0.65
0.21
N
48.0 ft'
6 ft 0 In
1 1t 4 in
Drapes/blinds Exterior 5
4
S 2
Metal Low-E Single
Yes
0.65
0.21
N
48.0 ft-
1 ft 6In
1 ft 4 in
Drapes/blinds Exterior 5
5
S 2
Metal Low-E Single
Yes
0.58
0.24
N
18.0 ft-
14 ft 0 in
1 ft 4 in
Drapesblinds Exterior 5
_
6
S 2
Metal Low-E Single
Yes
0.58
0.24
N
48.0 ft-
14 ft 0In
1 It 4 in
Drapes/blinds Exterior 5
_
7
S 2
Metal Low-E Single
Yes
0.33
0.16
N
21.3IF
14 It 0 In
1 ft 4 in
Drapes/blinds Exterior 5
8
W 3
Metal Low-E Single
Yes
0.33
0.16
N
18.7 ft-
14 ft 0In
1 It 4 in
Drapes/blinds Exterior 5
_
9
W 3
Metal Low-E Single
Yes
0.65
0.21
N
72.0 ft'
14 ft 0 in
1 ft 4 in
Drapes/blinds Exterior 5
_
10
W 3
Metal Low-E Single
Yes
0.58
0.24
N
36.0 ft'
1 ft 6 in
1 ft 4 in
Drapes/blinds Exterior 5
11
W 3
Metal Low-E Single
Yes
0.58
0.24
N
12.0 ft-
1 ft 6 in
1 ft 4 in
Drapes/blinds Exterior 5
12
N 4
Metal Low-E Single
Yes
0.58
0.24
N
12.0 ft-
1 ft 6 in
1 ft 4 in
Drapes/blinds Exterior 5
2117/2020 8:37 AM EnergyGaugeG USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall
Overhang
1/ #
Ornt ID Frame
Panes
NFRC
U-Factor SHGC
Imp
Area Depth
Separation
Int Shade
Screening
13
N 4 Metal
Low-E Single
Yes
0.58 0.24
N
18.0 IF 1 It 61n
1 It 4 in
Drapeslblinds
Exterior 5
14
N 4 Metal
Low-E Single
Yes
0.33 0.16
N
24.0 ft' 1 ft 6 in
1 ft 4 in
Drapes/blinds
Exterior 5
15
E 5 Metal
Low-E Single
Yes
0.33 0.16
N
24.0 ft' 1 ft 6 in
1 ft 4 in
Drapeslblinds
Exterior 5
16
E 5 Metal
Low-E Single
Yes
0.58 0.24
N
12.0 ft' 1 it 6 In
1 It 4 in
Drapeslblinds
Exterior 5
17
W 6 Metal
Low-E Single
Yes
0.58 0.24
N
36.0 ft' 1 ft 6 in
1 ft 4 in
DrapesPolinds
Exterior 5
_ 1S
N 7 Metal
Low-E Single
Yes
0.58 0.24
N
48.0 ft' 1 It 6 in
1 It 4 in
Drapeslblinds
Exterior 5
_ 19
E 8 Metal
Low-E Single
Yes
0.58 0.24
N
16.0 ft' 1 It 6 In
1 It 4 in
Drapeslblinds
Exterior 5
_ 20
E 8 Metal
Low-E Single
Yes
0.58 0.24
N
12.0 ft' 1 ft 6ln
1 ft 41n
Drapes/blinds
Exterior 5
21
S 9 Metal
Lrn E Single
Yes
0.58 0.24
N
24.0 ft' 1 it 6 In
1 it 4 in
Drapeslblinds
Exterior 5
_ 22
S 9 Metal
Low-E Single
Yes
0.58 0.24
N
36.0 ft' 1 It 6 in
1 ft 4 in
Drapes/blinds
Exterior 5
_ 23
W 10 Metal
Low-E Single
Yes
0.58 0.24
N
18.0 ft- 10 ft 0 in
1 ft 4 in
Drapes/blinds
Exterior 5
_ 24
W 10 Metal
Low-E Single
Yes
0.58 0.24
N
24.0 ft' 10 It 0 in
1 It 4 in
DrapesPolinds
Exterior 5
_ 25
W 10 Metal
Low-E Single
Yes
0.58 0.24
N
32.0.ft- 10 ft 0In
1 ft 4 in
Drapes/blinds
Exterior 5
_ 26
W 14 Metal
Low-E Single
Yes
0.65 0.21
N
288.0 ft' 1 ft 6 in
1 ft 4 in
Drapeslblinds
Exterior 5
27
S 15 Metal
Low-E Single
Yes
0.65 0.21
N
48.0 ft' 1 it 6 In
1 it 4 in
Drapeslblinds
Exterior 5
GARAGE
#
Floor Area
Ceiling Area
Exposed Wall Perimeter
Avg. Wall Height
Exposed Wall Insulation
1
812 ft-
812 ft'
36ft
loft
11
INFILTRATION
# Scope
Method
SLA
CFM 50 ELA
EgLA ACH
ACH 50
1 Wholehouse Proposed.ACH(50)
.000459
6368.1 349.6
657.48 .1759
7
HEATING SYSTEM
#
System Type
Subtype
Speed
Efficiency
Capacity
Block
Ducts
1
Electric Strip Heat/
None
COPA
34 kBtu/hr
1
sys#1
2
Electric Strip HeaV
None
COP:1
17 kBtu/hr
2
sys#2
_ 3
Electric Strip Heat/
None
COP:1
17 kBtu/hr
3
sys#3
4
Electric Heat Pump/
None
Single
HSPF:10.3
17 kBtu/hr
4
Ductless
COOLING SYSTEM
#
System Type
Subtype
Subtype
Efficiency
Capacity Air Flow
SHR Block
Ducts
1
Central Unit/
None
Single
SEER: 16
46.5 kBtufhr 1395 cfm
0.8 1
sys#1
2
Central Unit/
None
Single
SEER: 16
17.9 kBtu/hr 537 cfm
0.8 2
sys#2
3
Central Unit/
None
Single
SEER: 16
17.9 kBtu/hr 537 cfm
0.8 3
sys#3
4
Central Unit/
None
Single
SEER: 23
24 kBtulhr 720 cfm
0.8 4
Ductless
2/17/2020 8:37 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Soflware Page 4 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
HOT WATER SYSTEM
j# System Type
SubType
Location
EF
Cap
Use
SetPM
Conservation
1 Electric
None
Garage
0.98
40 gal
60 gal
120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Collector
Storage
Cert # Company Name
System Model # Collector Model # Area Volume
FEF
None None
ft'
DUCTS
—Supply--
---Return---
Air
CFM 25
CFM25
HVAC#
# Location R-Value Area
Location
Area
Leakage Type
Handler
TOT
OUT ON RLF
Heat Cool
1 Attic
6 200 ft-
Attic
20 ft'
Default Leakage
AHU 1
(Default) c(Default) c
1 1
_ 2 Attic
6- 125 ft'
Attic
13 ft'
Default Leakage
Attic
(Default) c(Default) c
2 2
3 Attic
6 125 ft'
Attic
13 ft-
Default Leakage
Attic
(Default) c(Default) c
3 3
TEMPERATURES
Programable[[XThermostat:N
Ceiling Fans:Cooll
Feb
([X�] Marf
[X]
Jun ] Jul
[X�
Aug
[X�
1 Sep
Oct
k Oct HX
Nov
Nov
Dec
H Decec
Venting [ ] Jan [ ] Feb
[X] Mar
Apr
[ j May
Jun 1 Jul
E
E)
] Aug
E ] Sep
Thermostat Schedule: HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5 6
7
8
9 10
11
12
Cooling (WD) AM
78
78
78
78
78 78
78
78
78 78
78
78
PM
78
78
78
78
78 78
78
78
78 78
78
78
Cooling(WEH) AM
78
78
78
78
78 78
78
78
78 78
78
78
PM
78
78
78
78
78 78
78
78
78 78
78
78
Heating(WD) AM
68
68
68
68
68 68
68
68
68 68
68
68
PM
68
68
68
68
68 68
68
68
68 68
68
68
Heating (WEH) AM
68
68
68
68
68 68
68
68
68 68
68
68
PM
68
68
68
68
68 68
68
68
68 68
6B
68
MASS
Mass Type
Area
Thickness
Furniture Fraction
Space
Default(8 lbs/sq.ft.
0 ft.
Oft
0.3
AHU 1
Default(8 lbs/sq.ft.
0 fF
oft
0.3
AHU 2
Defauft(B lbs/sq.ft.
Oft'
Oft
0.3
AHU3
Defauft(8 lbs/s .ft.
0 fF
Oft
0.3
MINI SPLIT
2/17/2020 8:37 AM EnergyGauge® USA 6.0.02 (Rev. 1) - RaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: NOEL RESIDENCE Builder Name: RAPHAEL HENRI
Street: 12103 RNERBEND ROAD Permit Office: ST LUCIE COUNTY
City, State, Zip: PORT ST LUCIE , FL, Permit Number:
Y
U
Owner. Jurisdiction: ST LUCIE COUNTY
w
x
Design Location: FL, Fort Pierce
U
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERI
General
A continuous air barrier shall be installed in the building envelope.
Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier.
not be used as a sealing material.
requirements
Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with the
The insulation in any dropped ceiling/soffit
insulation and any gaps in the air barrier shall be sealed.
shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls
The junction of the foundation and sill plate shall be sealed.
Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be sealed,
shall be insulated by completely filling the cavity with a
Knee walls shall be sealed.
material having a thermal resistance of R-3 per inch
minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and continuous
alignment with the air barrier.
Windows, skylights
The space between window/doorjambs and framing, and
and doors
skylights and framing shall be sealed.
Rim joists
Rim joists shall include the air barrier.
Rim joists shall be insulated.
Floors
The air barrier shall be installed at any exposed edge of insulation.
Floor framing cavity insulation shall be Installed to
(including
maintain permanent contact with the underside of
above -garage
subfioor decking, or floor framing cavity insulation shall
and cantilevered floors)
be permitted to be in contact with the top side of
sheathing, or continuous Insulation Installed on the
underside of Floor framing and extends from the boftorr
to the top of all perimeter Floor framing members.
Crawl space walls
Exposed earth in unvented crawl spaces shall be covered with a
Where provided instead of floor insulation, insulation
Class I vapor retarder with overlapping joints taped.
shall be permanently attached to the crawlspace walls.
Shafts, penetrations
Duct shafts, utility penetrations, and flue shafts opening to exterior
or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities
cavities shall be filled by insulation that on installation
readily conforms to the available cavity spaces.
Garage separation
Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting
Recessed light fodures installed in the building thermal envelope shall
Recessed light fixtures Installed in the building
be sealed to the drywall.
thermal envelope shall be air tight and IC rated.
Plumbing and wiring
Batt Insulation shall be cut neatly to fit around wiring a
plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind piping and wiring.
Shower/tub
The air barrier installed at exterior walls adjacent to showers and
Exterior walls adjacent to showers and tubs shall be
on exterior wall
tubs shall separate them from the showers and tubs.
insulated.
Electrical/phone box on
The air barrier shall be installed behind electrical or communication
exterior walls
boxes or air -sealed boxes shall be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -Floor or drywall.
Concealed
When required to be sealed, concealed fire sprinklers shall only be sealed
J
sprinklers
in a manner that is recommended by the manufacturer. Caulking or other
adhesive sealants shall not be used to fill voids between fire sprinkler
cover plates and walls or ceilin s.
I
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
2/17/2020 8:38 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 93
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level
a) Supply ducts R 6.0
2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0
c) AHU location varies
3. No. of units (if multiple -family) 3. 1
4. Number of bedrooms 4. 3 13. Cooling system: Capacity 106.3
a) Split system SEER
5. Is this a worst case? (yes/no) 5. No b) Single package SEER
c) Ground/water source SEER/COP
6. Conditioned floor area (sq. ft.) 6. 5294 d) Room unit/PTAC EER
e) Other varies
7. Windows, type and area
a) U-factor:(weighted average) 7a. 0.592
b) Solar Heat Gain Coefficient (SHGC) 7b. 0.219
c) Area 7c. 1078.0
8. Skylights
a) U-factor:(weighted average) 8a. NA
b) Solar Heat Gain Coefficient (SHGC) 8b. NA
9. Floor type, insulation level:
a) Slab -on -grade (R-value)
b) Wood, raised (R-value)
c) Concrete, raised (R-value)
10. Wall type and insulation:
A. Exterior:
1. Wood frame (Insulation R-value)
2. Masonry (Insulation R-value)
B. Adjacent:
1. Wood frame (Insulation R-value)
2. Masonry (Insulation R-value)
11. Ceiling type and insulation level
a) Under attic
b) Single assembly
c) Knee walls/skylight walls
d) Radiant barrier installed
9a. 0.0
9b.
9c.
10A1.
10A2. 4.1
14. Heating system: Capacity 85.0
a) Split system heat pump HSPF
b) Single package heat pump HSPF
c) Electric resistance COP 1.0
d) Gas furnace, natural gas AFUE
e) Gas furnace, LPG AFUE
f) Other 10.30
15. Water heating system
a) Electric resistance EF 0.98
b) Gas fired, natural gas EF
c) Gas fired, LPG EF
d) Solar system with tank EF
e) Dedicated heat pump with tank EF_
f) Heat recovery unit HeatRec%
g) Other
10B1. 13.0
10B2.
16. HVAC credits claimed (Performance Method)
a) Ceiling fans
11a. 0.0
b) Cross ventilation No
11b.
c) Whole house fan No
11c.
d) Multizone cooling credit
11d. No
e) Multizone heating credit
f) Programmable thermostat No
*Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy
saving features which will be installed (or exceeded) in this home before final inspection. Otherwse, a new EPL
display card will be completed based on installed code compliant features.
Builder Signature: Date:
Address of New Home: 12103 RIVERBEND ROAD City/FL Zip: PORT ST LUCIE. FL
2/17/2020 8:37:47 AM EnergyGauge® USA 6.0.04 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
wrightsofts Pro'ect Summary
I AHN
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: OUCKCALCWOLCOM
For. NOEL RESIDENCE, RAPHAELHENRI
12103 RIVERBEND ROAD, PORT ST LUCIE, FL 34984
N otes:
Design Information
Job:
Date: FEB. 17, 2020
By:
Weather. Fort Pierce, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 90 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF aDedy of
range M
Relative humidity 50 %
Moisture difference 61 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure
23121
Btuh
Structure
27465
Btuh
Ducts
9372
Btuh
Ducts
8240
Btuh
Central vent (0 cfm)
0
Btuh
Central vent (0 cfm)
0
Btuh
(none)
(none)
Humidification
0
Btuh
Blower
0
Stuh
Piping
0
Btuh
Equipment load
32493
Btuh
Use manufacturer's data
In
Rate/swir�q multiplier
Equipment load
0.95
33919
Btuh
Infiltration
sensible
Method
Simplified
Latent Cooling Equipment
Load Sizing
Construction quality
Average
Fireplaces
0
Structure
4133
Btuh
Ducts
3757
Btuh
Central vent (0 cfm)
0
Btuh
Heatingg
Cooling
(none)
Area (ft�)
2914
2914
Equipment latent load
7890
Btuh
Volume (fta)
35970
35970
Air changes/hour
0.20
0.11
Equipment Total Load (Sen+Lat)
41609
Btuh
Equiv. AVF (cfm)
118
63
Req. total capacity at 0.70 SHR
4.0
ton
Heating Equipment Summary
Cooling Equipment Summary
Make
Make Trane
Trade
Trade TRANE
Model
Cond 4TTR6049J1
AHRI ref
Coil TEM4AOC48S41++TDR
AHRI ref 8676081
Efficiency
100 EFF
Efficiency 13.5 EER, 16
SEER
Heating input
9.6
kW
Sensible cooling
32550
Btuh
Heating output
32842
Btuh
Latent cooling
13950
Btuh
Temperature nse
19
OF
Total cooling
46500
Btuh
Actual air flow
1550
cfm
Actual air flow
1550
cfm
Air flow factor
0.048
cfm/Btuh
Air flow factor
0.043
cfm/Btuh
Static pressure
1.00
in H2O
Static pressure
1.00
in H2O
Space thermostat
Load sensible heat ratio
0.82
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
-Pj1^ wrLq! tooft• 2020-Fab-1708:35:03
^• ^� ^••• Right-SulteO Universal 2019 19.0.08 RSL06101 Page 1
...ft WACINOEL RESIDENCE WITH ICY AND SUNROOM.mp Calc = MJ8 Front Door faces: E
- wrightsoft Pro'ect Summary
AHU2
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772A66-6799 Fax 772A66-6796 Email: OLACKCALCS@AOLCOM
Prooect Information
For: NOEL RESIDENCE, RAPHAELHENRI
12103 RIVERBEND ROAD, PORT ST LUCIE, FL 34984
Notes:
Design Information
Weather. Fort Pierce, FL, US
Winter Design Conditions
Outside db
Inside db
Design TD
42 OF
70 OF
28 OF
Job:
Date: FEB. 17, 2020
By:
Summer Design Conditions
Outside db
90 OF
Inside db
75 OF
Design TD
15 OF
Daily range
M
Relative humidity
50 %
Moisture difference
61 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure
13396
Btuh
Structure
10246
Btuh
Ducts
2182
Btuh
Ducts
3077
Btuh
Central vent (0 cfm)
0
Btuh
Central vent (0 cfm)
0
Btuh
(none)
(none)
Humidification
0
Btuh
Blower
0
Btuh
Piping
0
Btuh
Equipment load
15579
Btuh
Use manufacturer's data
n
Rate/swingg multiplier
Equipment load
0.95
12657
Btuh
Infiltration
sensible
Method
Simplified
Latent Cooling Equipment
Load Sizing
Construction quality
Average
Fireplaces
0
Structure
2446
Btuh
Ducts
793
Btuh
Central vent (0 cfm)
0
Btuh
Heatingg
Cool
(none)
Area (ft2)
908
908
Equipment latent load
3239
Btuh
Volume (ft3)
11992
11992
Airchanges/hour
0.39
0.21
Equipment Total Load (Sen+Lat)
15896
Btuh
Equiv. AVF (cfm)
78
42
Req. total capacity at 0.70 SHR
1.5
ton
Heating Equipment Summary
Cooling Equipment Summary
Make
Make Trans
Trade
Trade TRANE
Model
Cond 4TTR6018B1
AHRI ref
Coil TEM6AOB24H21++TDR
AHRI ref 7567552
Efficiency
100 EFF
Efficiency 13.0 EER, 16
SEER
Heating input
3.7
kW
Sensible cooling
12530
Btuh
Heating output
12472
Btuh
Latent cooling
5370
Btuh
Temperature rise
19
OF
Total cooling
17900
Btuh
Actual air flow
597
cfm
Actual air flow
597
cfm
Air flow factor
0.038
cfm/Btuh
Air flow factor
0.045
cfm/Btuh
Static pressure
1.00
in H2O
Static pressure
1.00
in H2O
Space thermostat
Load sensible heat ratio
0.80
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
ti "ghtmoft' 2020-Feb•1708:35,03
....... ! E .. RlphtSulte® Unlwmai 2019 19.O.OB RSW0101 Page 2
A ...It WACINOEL RESIDENCE WITH ICY AND SUNROOM.rup Celc= MJB Front Dcorlaces: E
Project SJob:
wSummary
rightsofte U • y Date: FEB. 17, 2020
AH 3 By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466.6799 Fax 772-466.6796 Email: OUCKCALCS@AOL.COM
For. NOEL RESIDENCE, RAPHAELHENRI
12103 RIVERBEND ROAD, PORT ST LUCIE, FL 34984
Notes:
Design Information
Weather. Fort Pierce, FL, US
Winter Design Conditions
Summer Design Conditions
Outside db
42
OF
Outside db
90
OF
Inside db
70
OF
Inside db
75
OF
Design TD
28
OF
Design TD
15
OF
Daily range
M
Relative
humidity
50
%
Moisture
difference
61
gr/lb
Heating
Summary
Sensible Cooling Equipment Load Sizing
Structure
10867
Btuh
Structure
10267
Btuh
Ducts
2272
Btuh
Ducts
3199
Btuh
Central vent (0 cfm)
0
Btuh
Central vent (0 cfm)
0
Btuh
(none)
(none)
Humidification
0
Btuh
Blower
0
Btuh
Piping
0
Btuh
Equipment load
13140
Btuh
Use manufacturer's data
n
Rate/swingg multiplier
Equipment load
0.95
12793
Btuh
Infiltration
sensible
Method
Simplified
Latent Cooling Equipment
Load Sizing
Construction quality
Average
Fireplaces
0
Structure
2169
Btuh
Ducts
835
Btuh
Central vent (0 cfm)
0
Btuh
Heat'
Cooling
A
(none)
Area (ft')
924
Equipment latent load
3004
Btuh
Volume (fta)
9908
9908
Air changes/hour
0.37
0.20
Equipment Total Load (Sen+Lat)
15798
Btuh
Equiv. AVF (cfm)
61
33
Req. total capacity at 0.70 SHR
1.5
ton
Heating Equipment Summary
Cooling Equipment Summary
Make
Make Trane
Trade
Trade TRANE
Model
Cond 4TTR6018131
AHRI ref
Coil TEM6AOB24H21++TDR
7567552
Efficiency
100 EFF
Efficiency 13.0 EER, 16
SEER
Heating input
4.4
kW
Sensible cooling
12530
Btuh
Heating output
14962
Btuh
Latent cooling
5370
Btuh
Temperature rise
23
OF
Total cooling
17900
Btuh
Actual air flow
597
cfm
Actual air flow
597
cfm
Air
flow factor
0.045
cfm/Btuh
Air flow factor
0.044
cfm/Btuh
Static
pressure
1.00
in H2O
Static pressure
1.00
in H2O
Space thermostat
Load sensible heat ratio
0.82
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wrtghffiof!• 2020-Feb-17 08:35:03
ACC - . Right-Sulte® Unlvemal 2019 19.0.08 RSU08101 Page 3
...It WdACINOEL RESIDENCE WITH ICY AND SUNROOM.mp Cale = MJ8 Fmnt Door Laces: E
Job:
wProject Summary MINI SPLIT ry Byte: FEB. 17, zozo
QUICK CALCS, INC.
317 ST LUCIE LANE:. FORT
FL 34946 Phone: 772-4666799 Fax 772-4666796 Email:
For. NOEL RESIDENCE, RAPHAELHENRI
12103 RIVERBEND ROAD, PORT ST LUCIE, FL 34984
Notes:
Design Information
Weather. Fort Pierce, FL, US
Winter Design Conditions
Outside db
Inside db
Design TO
Summer Design Conditions
42 OF Outside db
70 OF Inside db
28 OF Design TD
Daily range
Relative humidity
Moisture difference
Heating Summary
Structure 11550 Btuh
Ducts 2113 Btuh
Central vent (0 cfm) 0 Btuh
(none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 13663 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Average
0
Area ft Heating Cooliinng
Volumea(W) 7540 7540
Air changes(hour 0.39
Equiv. AVF (cfm) 48
0.21
26
Heating Equipment Summary
Make C&H
Trade
Model (1 CH-18SPHMW-230
AHRI ref 205263886
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 24 OF
Backup:
10.3 HSPF
24000
Btuh @ 47°F
O
767
cfm
0.056
cfm/Btuh
0
in H2O
Input = 4 kW, Output = 13385 Btuh, 100 AFUE
90 OF
75 OF
15 OF
M
50 %
61 gdlb
Sensible Cooling Equipment Load Sizing
Structure
16170
Btuh
Ducts
1617
Btuh
Central vent (0 cfm)
0
Btuh
(none)
Blower
0
Btuh
Use manufacturer's data
n
Rate/swing multiplier
0.95
Equipment sensible load
16898
Btuh
Latent Cooling Equipment Load Sizing
Structure
4083
Btuh
DuctsBt
8
Centrral vent (0 cfm)
0
Btuh
(none)
Equipment latent load
4887
Btuh
Equipment Total Load (Sen+Lat)
Req. total capacity at 0.70 SHR
21785
2.0
Btuh
ton
Cooling Equipment Summary
Make C&H
Trade
Cond H-18SPHMW-230
Coil 2(1)CCH-09MSPHWM
AHRI ref 205263886
Efficiency 12.5 EER, 23 SEER
Sensible cooling
16800
Btuh
Latent cooling
7200
Btuh
Total cooling
24000
Btuh
Actual air flow
767
cfm
Air flow factor
0.043
cfm/Btuh
Static pressure
0
in H2O
Load sensible heat ratio
0.78
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wrtgtfisC - 2020-Feb-1708:35:03
•--- RightSuite® Universal 2019 19.0.08 RSU08101 Page 4
ACM ...ft WNAMNOEL RESIDENCE WITH ICY AND SUNlROOM.mp Calo = MJS Front Doortaces: E
•. 'F ' wrightsoft• Right-M Worksheet Job:
AHU 9 Date: FEB. 17, 2020
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772A66-6799 Fax 772-466-6796 Email: OUICKCALCS@AOLCOM
1
Room name
AHU 1
IOTCHFN
2
Exposed wall
132.3 ft
1.0 a
3
Room height
12.3 It
13.0 It heatfcool
4
Room dimensions
1.0 x 555.5 ft
5
Room area
2913.5 ft'
565.5 W
Ty
Construction
U-value
Or
HTIA
Area (01)
Load
Area (R')
Load
number
(Btuh/ftz°F)
(Btuhlft2)
or perimeter Qt)
(Btuh)
or perimeter (ft)
(Bluh)
Heat
Cool
Gross
WKS
Heal
Cool
Gross
WP/S
Heat
Cool
6
UN
13A-4ocs
0.143
n
4.00
2.19
280
226
905
494
0
0
0
0
LG
2glazing, dr loxe
0.650
n
18.20
14.99
54
0
983
810
0
0
0
0
w
13A4ocs
0.143
no,
4.00
2.19
59
42
168
92
0
0
0
0
L-G
2 glazing, dr lave
0.650
ne
18.20
26.88
18
0
318
470
0
0
0
0
11
VE-C
13A400s
0.143
a
4.00
2.19
413
317
1269
694
0
0
0
0
2 glazing, dr lave
0.650
a
18.20
. 33.77
96
0
1747
3242
0
0
0
0
W
r
13A4ocs
2 lave
0.143
0.650
se
4.00
18.20
2.19
27.05
59
18
42
0
168
318
92
473
0
0
0
0
0
0
0
0
W, t
glazing, clr
13A4ccs
0.143
se
s
4.00
2.19
313
241
965
527
13
13
52
28
I-G
2 glazing, clr Iowa
0,650
s
18.20
16.03
72
0
1310
1154
0
0
0
0
w
13A4ocs
0.143
sw
0.00
0.00
0
0
0
0
0
0
0
0
V1J 1
13A4gcs
0.143
w
4.00
2.19
550
502
2010
1098
_
0
0
0
0
2 glazing, dr lorve
0.650
w
18.20
33.77
48
0
874
1621
0
0
0
0
W
13A4as
0.143
ow
0.00
0.00
0
0
0
0
0
0
0
0
C
16D-30td
0.032
-
_0.00
0.00
0
0
0
0
_ 0
0
0
0
C
16K30.Otd
0.408
-
1.18
0.79
2914
2914
3433
2309
565
566
666
448
F
i
22A-tph
1.358
-
38.02
0.00
2914
132
5032
0
566
1
38
0
6
c)AED excursion
0
-155
Envelope bss/gain
19501
13076
756
322
12
a) IMNralion
3620
1039
28
8
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants 230
0
0
0
0
Applianceslother
13350
4000
Subtotal (lines 6 to 13)
23121
27465
785
4330
Less external load
0
0
0
0
Less trensfer
0
0
0
0
Redistributbn
0
0
57
37
14
Subtotal
23121
2746 5
842
4367
15
Duct loads
41%
30%
9372
8240
41%
30%
341
1310
Trial room load
32493
35705
1183
5677
Air required (rim)
1550
1550
56
246
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
r 'pwwr!9hGgo.- 2020-Feb-1708:35:03
CRight-SufteO universal 2019 19.0.08 RSL08101 Page 1
...ft HJAC\NOEL RESIDENCE WITH ICY AND SUNROOM.nup Calc = MJB Front Door faces: E
wrightsoft' Right-M Worksheet Job:
AHU' Date: FEB. 17, 2020
By:
QUICK CALCS, INC.
317 STLUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Email: OUICKCALCS@AOL.COM
1
Room name
FAMILY ROOM
AHU 1 CLST
2
Exposed vrall
40.0 ft
0 ft
3
Room height
15.0 0 hwVcool
10.0 ft heWmd
4
Room dimensions
1.0 x 395.0 ft
3.0 x 7.0 fit
5
Room area
395.0 fF
21.0 fF
Ty
Constn otlon
U-value
Or
HTM
Am (ft2)
Load
Area
Load
number
(Bluh/ftMF)
(Bluh/112)
or perimeter qt)
(Btuh)
or perimeter (fi)
(Btuh)
Heat
Cool
Gross
WP/S
Heat
Cool
Gras
MP/S
Heat
Cool
6
1R/
13A-4ccs
0.143
In
4.00
2.19
0
0
0
0
0
0
0
0
I--G
2 glazing, cir lave
0.650
n
18.20
14.99
0
0
0
0
0
0
0
0
13A400s
0.143
ne
4.00
2.19
0
0
0
0
0
0
0
0
YI
-G
2 alazino, dr to -
0.650
no
18.20
26.88
0
0
0
0
0
0
0
0
11
,W I
13A4ocs
0.143
a
4.00
2.19
0
0
0
0
0
0
0
0
L--C'
2glazing, clr 11
0.650
a
18.20
33.77
0
0
0
0
0
0
0
0
WL13A4xs
0.143
se
4.00
2.19
0
0
0
0
0
0
0
0
G
2glazing, Gr Iowa
0.650
se
18.20
27.05
0
0
0
0
0
0
0
0
14J
13A400s
0.143
s
4.00
2.19
300
22B
913
499
0
0
0
0
L-G
2 glazing, cir low-e
0.650
s
18.20
16.03
72
- 0
1310
1154
0
0
0
0
w
13A4cos
0.143
sw
0.00
0.00
0
0
0
0
0
0
0
0
VN
13A ws
0.143
w
4.00
2.19
300
300
1201
655
0
0
0
0
L-G
2glazing, cIr iwue
0.650
w
18.20
33.77
0
0
0
0
0
0
0
0
w
13A4acs
0.143
nw
ROD
0.00
0
0
0
0
0
0
0
0
C
16D-30td
0.032
-
0.00
0.00
0
0
0
0
0
0
0
0
C
16X30-Md
0.403
-
1.18
0.79
395
395
465
313
21
21
25
17
F
22A-tph
1.358
-
38.02
0.00
395
40
1521
0
21
10
0
0
6
c)AED excursion
71
-1
Envelops lossfgain
5411
2693
25
16
12
a) Infiltration
1297
372
0
0
b) Rcomvardilation
0
0
0
0
13
Internal gams: Occupants @ 230
0
0
0
0
Appliances/other
0
0
Subtotal (fines 6 to 13)
6ma
3065
25
16
Less edenal load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
4
2
-25
-16
14
Subtotal
6712
3W8
0
0
15
Duct Inds
41%
30%
2720
920
41%
30Y/Y
0
0
Trial room load
9432
3988
0
0
Air required"nol
450
173
0
0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-4� wrlghesoie- 2020-Feb-17 08:35:03
,ZUK" " ""' RightSuite® Universal 2019 19.0.08 RSU08101 Page 2
...it FMAC\NOEL RESIDENCE WITH ICY AND SUNROCM.rup Calc = MJB Front Door faces: E
wrightsoft, Right-M Worksheet Job:
AHU 1 Date: FEB. 17, 2020
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Emall: OUICKCALCS@AOL.COM
1
Room name
OFFICE
FOYER
2
Exposed wan
17.2 ft
7.0 0
3
Room height
14.0 ft heatfcool
13.0 ft heat/cool
4
Room dimensions
1.0 x 229.5 fl
1.0 x 164.0 ft
5
Room area
229.5 ft'
164.0 it -
Ty
Construction
number
U-value
(Bluth IF)
Or
HTM
(EtuwftT
Area (W)
or perimeter (ft)
Load
(Bluh)
Area 012)
or perimeter Qt)
Load
(Bluh)
Heal
Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heal
Coal
6
11
N/
L-G
13A4acs
2 glazing, cir lave
13A-4=
2 almino. cir lave_
13A4ocs
0.143
0.650
0.143
0.650
0.143
n
n
ne
no
a
4.00
18.20
4.00
18.20
4.00
2.19
14.99
2.19
25.88
2.19
0
0
59
18
182
0
0
42
0
158
0
0
168
318
633
0
0
92
AIM
346
0
0
0
0
91
0
0
0
0
43
0
0
0
0
172
0
0
0
0
94
W
Vf!
L- G
W
I-G
2 glazing, clr Iw✓e
13A-4acs
2 glazing, cIr lc to
0.650
0.143
0.650
e.
se
se
18.20
4.00
18.20
33.77
2.19
27.05
24
0
0
0
0
0
437
0
0
811
0
0
48
0
0
0
0
0
874
0
0
1621
0
0
W I
13A4ocs
2 glazing, cir low-e
13A4ms
13A4ocs
2 glazing, dr la -
0.143
0.650
0.143
0.143
0.650
s
a
sw
w
w
4.D0
18.20
0.00
4.00
18.20
2.19
16.03
0.00
2.19
33.77
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
W
L-C
W
C
13A4acs _
16D.30td
0.143
0.032
mu
-
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
a
0
0
0
0
0
0
0
C
16=41[d
0.408
-
1.18
0.79
230
230
270
182
164
164
193
130
F
i
22Atph
1.358
-
38.02
0.00
230
17
653
0
164
7
266
0
6
c)AED excursion
-92
1
Envelope loss/gain
2479
1809
15D5
1846
12
a) Infiltration
522
150
197
56
b) Roomventilation
0
0
0
0
13
Internal gams: Occupants @ 230
0
0
0
0
Appliamesfother
600
600
Subtotal (fines 6 to 13)
3001
2558
1702
2503
Less exteml load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
543
799
-1702
-2503
14
Subtotal
3544
3357
0
0
15
Dud loads
41%
30%
1436
1007
41%
30%
0
0
Total mom Imd
4g80
43M
0
0
Air required (dm)
238
189
0
0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-FW"' wrlah fc- 2020-Feb-1708:35:03
lem - ^.-^ RightSuite®Untemal201919.0.08RSW8101 Page
...it WAMNOEL RESIDENCE WITH ICY AND SUNROOM.mp CaIc=MJ8 Front Doorfaces: E
wrightsoft Right-J®Worksheet Date;
AHU 1 Date: FEB. 17, zozo
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772466-6796 Email: OUICKCALCS@AOL.COM
1
Room name
LMNG ROOM
HALLWAY
2
3
Exposed wall
Room height
0 ft
15.0 It heaNcool
0 ft
10.0 ft heat/cad
4
5
Room dimensions
Room area
1.0 x 167.0 ft
167.0 ft'
1.0 x 104.0 ft
104.0 ft-
Ty
Constriction
number
U-value
(BtuWft;°F)
Or
HTM
(Bluh/ft�
Area W)
or perimeter (ft)
Load
(81uh)
Area (112)
or perimeter (ft)
Load
(Bluh)
Heat I
Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heat
Cool
6
11
UN
L-- G
13A-4acs
2 gh¢irg, clr.Iv
13A4ocs
2 glazing, dr 1cwe
"1344ccs
2 gluing, clr hive
13A-0acs
2 glazing, dr lcea
13AAws
2 glazing, cir lame
13AAocs
13A-4ocs
2glazirg, dr loxe
13AAccs
16D Wd
-0.143
0.650
0.143
0.650
0.143
0.650
0.143
0.650
0.143
0.650
0.143
D.143
0.650
0,143
0.032
n
n
ne
no
a
a
se
se
s
s
sw
w
w
nw
-
4.00
18.20
4.00
18.20
4.00
18.20
4.00
1&20
4.00
18.20
0.00
4.00
18.20
0.00
0.00
2.19
14.99
2.19
26.88
'2.19
33.77
2.19
27.05
2.19
16.03
0.00
2.19
33.77
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a
0
W
"
Y-G
W
L-C
V,J
LG
W
W•
I-G
W
C
C
F
16)C30-0td
22A4ph
0.408
1.358
-
-
1.18
38.02
0.79
0.00
167
167
167
'0
197
0
132
0
104
104
104
0
123
0
82
0
6
o)AED excursion
-91
-3
Envelope loss/gain
197
41
123
80
12
a) Intimation
0
0
0
0
b) Rcomwntilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliancesrother
2500
0
Subtotal(rines 6to 13)
197
2541
123
80
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
616
905
-123
-80
14
Subtotal
812
3447
0
0
15
Dud loads
41%
30%
329
103 4
41%
30%
0
0
Total room load
1142
4481
0
0
Air required(dm)
54
195
0
0
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wrign1!!n [- 2020-Feb-17 06:35:03
AC k -' "'"' RightSuiteO Universal 2019 19.D.08 RSLI08f01 Page 4
...It WACINOEL RESIDENCE WITH ICY AND SUNROOM.rup Calc = MJB Front Door faces; E
f w�ightsoft° RighW@ Worksheet Job:
AHU 1 Date: FEB. 17, 2020
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34948 Phona: 772-466-6799 Fax 772-466-6796 Email: OUICKCALCS(r9AOL.COM
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
DINING ROOM
14.2 ft
14.0 It healccol
1.0 x 229.5 it
229.5 W
LAUNDRYROOM
19.0 It
10.0 ft heat/cool
1.0 x 237.0 it
237.0 f 2
Ty
Constriction'
number
U-value
(Btuldit;°F)
Or
HTM
(Btulvft2)
Area M
or perimeter (ft)
Load
(&uh)
Area (ft'
or perimeter (it)
Load
(Bluh)
Heat
Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heat
Cool
6
11
%L-G
13A-4ws
2glazing, or lo*e
13A4ocs
2 glazing. dr lov-e
13A-4ws
2 glazing, dr love
13A-0acs
2 glazing, dr lame
13A4ocs
2 glazing, clr low-e
13A4ocs
13A-4ocs
2 glazing, dr lave _
1344ocs
'16D-Md
0.143
0.65)
0.143
0.650
0.143
0.650
0.143
0.650
0.143
0.650
0.143
0.143
0.650
0.143
0.032
n
n
ne
ne
a
a
se
se
s
s
sw
w
w
mw
-
4.00
18.20
4.00
18.20
4.00
18.20
4.00
18,20
4.00
18.20
0.00
4.00
18.20
0.00
0.00
2.19
14.99
2.19
26.88
- 2.19
33.77
2.19
27.05
2.19
16.03
0.00
2.19
33.77
0.00
0.00
0
0
0
0
140
24
59
18
0
0
0
0
0_
0
0
0
0
0
0
116
0
42
0
0
0
0
0
0
0
0
0
0
0
0
464
437
168
318
0
0
0
0
0
0
0
0
0
0
0
254
811
92
473
0
0
0
0
0
0
0
150
36
-- 0
0
0
0
0
0
0
0
0
40
0
0
0
114
0
0
0
0
0
0
0
0
0
0
40
0
0
0
456
655
0
0
0
0
0
0
0
0
0
160
0
0
0
249
540
0
0
0
0
0
0
0
0
0
88
0
0
0
W
"
W
V,lr
LG
Y-G
W
W
LC
W
C
C
F
161O0-0td
22A-lph
0.408
1.358
-
-
1.18
38,02
0.79
0.00
230
230
230
14
270
539
182
0
237
237
237
19
279
722
18B
0
6
a)AED e=sslon
-61
-41
Envelope bsstgain
2197
1750
2274
1024
12
a) Infiltration
431
124
411
118
b) Roomventilation
0
0
0
0
13
Internal gains: Occupants @ 230
Applianceslother
0
0
600
0
0
0
Subtotal (lines 6 to 13)
2628
2474
2694
1141
Less external load
0
0
0
0
Less transfer
0
0
0
0
14
Redistdbul'an
Sub total
591
3218
829
3W4
11
2695
7
ill*
15
Duct Iwds
41%
30%
1304
991
41%
30°/a
1093
345
Tdal IFcm load
4523
4215
3788
1493
Air required (dm)
216
1S6
181
65
f�+- wrlgFta[r9of'e- 2020-Feb-17 08:35:03
,4CC Right -Suite® Universal 2019 19.0.08 RSU08101 Page 5
...� HVAC%NOEL RESIDENCE WITH ICY AND SUNROOM.rup Calc = MJB Fmnt Door feces: E
wrightsoft- Right-M Worksheet Jab:
AHU 1 Date: FEB. 17, 2020
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM
1
Room name
WIC 2
PRAYER ROOM
2
Exposed wan
4.0 It
0 It
3
Room height
10.0 g heat1cocl
10.0 It heat/cod
4
Room dimensions
11.0 x 4.0 ft
4.0 x 4.0 ft
5
Room area
44.0 fF
16.0 fi'
Ty
Construction
number
U-value
(Btuh/f MF)
Or
HTM
(&uM117)
Area (fly
or perimeter (ft)
Load
Pub)
Area 00
or perimeter at)
Load
(Bluh)
Heat I
Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heal
Cool
6
11
Mr
L-G
13A-0acs
2 glazing, clr lave
13A4ocs
2 alazim. clr low-e
1aA4acs
0.143
0.650
0.143
0.6E0
0.143
n
n
ne
no
a
4.00
1&20
4.00
18.20
4.00
2.19
14.99
2.19
25.88
2.19
40
0
0
0
-a
40
0
0
0
0
160
0
0
0
0
88
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
1--G
W
`G
W,
L-G
2 glazing, dr lc , e.
13A-flocs
2 glazing, cir lave
0.650
0.143
O.650
a
se
se
18.20
4.00
1&20
33.77
2.19
27.05
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a
0
0
0
0
0
0
0
0
1N
t-O
13A-0acs
2 glazing, clr Iowa
0.143
0.650
s
s
4.00
18.20
2.19
16.03
0
0
0
0
0
0
0
0
0
a
0
0
0
0
a
0
w
W
�G
13A4ocs
13AAccs
2 glazing, co- love
0.143
0.143
0.650
sw
w
w
0.00
4.g0
18.20
0.00
2.19
33.77
0
0
0
a
0
0
0
0
0
0
0
0
0
0
a
0
0
0
0
0
0
0
0
0
w
C
13AAccs
16D-Mc!
0.143
0.032
w
-
0.00
0.00
0.00
0,00
0
0
0
0
0
0
0
0
a
0
0
0
0
0
a
a
C
16X30Otd
0.408
-
1.18
0.79
44
44
52
35
16
16
19
13
F
22htph
1.358
-
31102
0.00
44
4
152
0
16
0
0
0
fi
c)AED excursion
-22
-18
Envelope IcWgain
361
100
19
S
12
a) Infiltration
86
25
0
0
b) Roomventiation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliamestother
500
500
Subtotal (lines 6 to 13)
1 451
625
19
415
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
451
625
19
495
15
Ductloads
41%
30%
183
187
41%
30%n
8
148
Totalrmmlcad
633
812
26
643
Air required (rim)
30
35
1
28
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
-F* wri9F,•tvott- 2020-Feb-1708:35:03
-' Right -Suite® Universal 2019 19.0.08 RSU08101 Page 6
...It WAC1NOEL RESIDENCE WITH ICY AND SUNROOM.rup Calc=MJB Front Doorfaces: E
wrightsoftRighW@ Worksheet Job:
AHU 1 Date: FEB. 17, zozo
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Email: OUICKCALCS®AOL.COM
1
Room name
PANTRY
BEDROOM 2
2
Fxgxrsed wall
0 It
9.0 it
3
Room height
10.0 It heat1ccol
10.0 R heat/cod
4
Room dimensions
8.0 x 6.0 ft
15.0 x 14.0 1t
5
Room area
48.0 it'
210.0 it -
Ty
Construction
U-value
Or
HTM
Area (11=
Load
Area (02)
Load
number
(Btuh/ft? r)
(&uhlft�
or perimeter lit)
(Ruh)
or perimeter qt)
(Dub)
Heat
Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heat
Cool
6
Y--G
13A-0acs
0.143
In4.00
2.19
0
0
0
0
90
72
288
158
2 glazing, clr laves
0.650
n
18.20
,14.99
0
0
0
0
16
0
328
270
w
L-G
13A-4acs
2 I
0.143
0.650
ne
4.00
18.20
2.19
26.88
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
w
"
plazino, clr -e
13A4acs
2 1.
0.143
0.650
ne
a
4.00
18.20
2.19
33.77
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
w
i--G
glazing, cIr
134-0acs
2 glazing, dr love
0.143
0.650
a
se
se
4.00
18.20
2.19
27.05
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
141
13A4ws;
0.143
s
4.00
2.19
0
0
0
0
0
0
0
0
Y- G
2 glazing, dr lc / e
0.650
s
18.20
16.03
0
0
0
0
0
-0
0
0
IN
13A-4ccs
0.143
sw
0.00
0.00
0
0
0
0
0
0
0
0
I
iSJ
13AAws
0.143
w
4.00
2.19
0
0
0
0'
0
0
0
0
LC
2 glazing, clr Iw
0.650
w
18.20
33.77
0
0
0
0
0
0
0
0
w
13A4ccs
0.143
ma
0.00
0.00
0
0
0
0
0
0
0
0
C
16D-301d
0,032
-
0.00
0.00
0
0
0
0
0
0
0
0
C
16)CM-Md
0.408
-
1.18
0.79
48
48
57
38
210
210
247
166
F
22A4ph
1.358
-
38.02
0.00
48
0
0
0
210
9
342
0
6
c)AED esursion
-19
-66
Envelope bssrgdn
57
19
12D6
628
12
a) Infillodion
0
0
195
56
b) Roomventifation
0
0
0
0
13
Internet gains: Occupants 0 230
0
0
0
0
Appliances/other
500
1250
Subtotal (Ines 6 to 13)
57
519
1400
1834
Less edema) load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
17
11
2
2
14
Subtotal
73
530
1403
1836
15
Duct loads
41%
30%
30
159
41%
3D%
569
551
Total mom load
103
689
1971
2386
Air raquirsd (dm)
5
30
94
104
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
`;,`!,!;Lg!?�� 2020-Feb-17 08:35:03
A&A Right-Suite4a Unwrsal 2019 19.0.08 RSU08101 Page 7
...It WACINOEL RESIDENCE WITH ICY AND SUNROOM.wp Celc = MJB Front Door faces: E
Wrightsoft Right-M) Worksheet Dat
AHU 1 Date: FEB. 17, 2020
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772A66-6799 Fax 772-466-6796 Email: OUICKCALCS@AOL.COM
i
Room name
BATH 2
BEDROOM 3
2
FCgwed wall
0 ft
15.0 0
3
Room height
10.0 It healfccol
10.0 ft heatf000l
4
Room dimensions
6.0 x 7.0 It
15.0 x 15.0 ft
5
Room area
42.0 fP
225.0 fF
Ty
Construction
U-value
Or
HTM
Area (g')
Load
Area (it)
Load
number
(Btuh/ftMF)
(Btuh/ft2)
or perimeter (it)
(Bluh)
or perimeter (ft)
(Bluh)
Heat
Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heal
Cool
6
1p!
�C
1341ocs
2ghuirg, clr low-e
0.143
0.650
n
In
4.00
1&20
2.19
14.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
w
I--G
13A4ocs
2elazina. clrlome-
0.143
0.650
na
ne
4.00
18.20
2.19
26.88
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
W
13A-4ocs
0.143
a
4.00
2.19
0
0
0
0
0
0
0
0
L--G
W,
t-+
2 glazing, dr Irnve
13AAws
2glazing, dr lore
0.650
0A43
0.650
a
se
se
18.20
4.00
18.20
33.77
2.19
27.05
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
tI!N
13AAms
glazing, clr lore
0.143
0.650
s
s
4.D0
_ 18.20
2.19
16.03
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-'2
w
W
L--G.
13AAocs
13A4ocs
2 glazing, dr lore
0.143
0.143
_ 0.650
sw
w
w
0.00
4.00
18.20
0.00
2.19
33.77
0
0
0
0
0
0
0
0
0
0
0
0
0
15D
36
0
114
0
0
456
655
0
249
1216
w
13A4ocs
0.143
my
0.00
0.00
0
0
0
0
0
0
0
0
C
16D301d
- 0,032
-
0.00
0.00
0
0
0
0
0
0
0
0
c
16K1001d
0.408
-
1.18
0.79
42
42
49
33
225
225
265
178
F
i
22A4ph
1.356
-
38.02
0.00
42
0
0
0
225
15
Sm
0
6
c)AED excursion
-18
435
Envelope lass/gain
49
15
1947
2079
12
a) Infiltration
0
0
324
93
b) RcomventiHiion
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appfancesrother
5m
0
Subtotal (lines 6 to 13)
49
515
2271
2172
Less edemal load
0
0
0
0
Less transfer
0
0
0
0
14
Redistribution
Subtotal
0
49
0
515
0
2271
0
2172
15
Duct leads
41%
30°/
20
154
41%
30%
921
652
Torroom load
70
669
3192
2823
Air required (cfm)
3
29
152
123
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
- wrlgF,tGsoR- 2020-Feb-1708:35:03
RightSuite® Universal 2019 19.0.08 RSL08101 Page 8
...ft WAMNOEL RESIDENCE WITH ICY AND SUNROOM.rup Calc = MJ8 Front Door faces: E
wrightsoft Right -A) Worksheet Job:
AHU 1 Date: FEB. 17, 2020
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Email: OUCKCALCS@AOL.COM
1
Room name
SINKS 2
BATH 3
2
Egxsed wall
0 ft
6.0 ft
3
Room height
10.0 It hwtt=l
10.0 ft heaVcod
4
Room dimensions
7.0 x 7.0 ft
6.0 x 10.0 ft
5
Room area
49.0 fF
60.0 fP
Ty
Construction
U-value
Or
HTM
Area (n�
Load
Area (it-)
Load
number
(Btuh/ftMF)
(Btuhft�
or perimeter (it)
(Bluh)
or perimeter 01)
(Btuh)
Heat
Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heat
Cool
6
UN i.
13AAous
0.143
In
4.00
2.19
0
0
0
0
0
0
0
0
2 glazing, clr love
0.650
n
18,20
. 14.99
0
0
0
0
0
0
0
0
-;,
13A4ccs
0.143
ne
4.00
2.19
0
0
0
0
0
0
0
0
2 glazing. clr lave
0.650
me
18.20
28.88
0
0
0
0
0
0
0
0
11
W
13A-0acs -
2 Or lone
0.143
0.650
a
4.00
18.20
2.19
33.77
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
w
glazing,
13A-4ws
2 glazing, dr lave
0.143
0.650
a
se
se
4.00
18.20
2.19
27.05
0
0
0
0
0
0
0
0
0
0
a
0
0
0
0
0
1R!
13A-4ccs
0.143
s
4.00
2.19
0
0
0
0
0
0
0
0
L-C
2 glazing, clr love
0.650
s
18.20
16.03
0
0
0
0
0
0
0
0
w
13AAocs
0.143
sw
0.00
0.00
0
0
0
0
0
0
0
0
W!
13AAws
0.143
w
4.00
2.19
0
0
0
0
60
48
192
105
L-C
2 glazing, clr lwue
0.650
w
18.20
33.77
0
0
0
0
12
0
218
405
w
13A4ocs
0.143
mw
0.00
0.00
0
0
0
0
0
0
0
0
C
16D-Md
0.032
-
0.00
coo
_
0
0
0
0
0
0
0
0
C
16X30-Qd
0.408
-
1.18
0.79
49
49
58
39
60
60
71
48
F
I'
22A4ph
1.358
-
38.02
0.00
49
0
0
0
60
6
228
0
6
c)AED excursion
-19
145
Envelope losstgain
58
20
709
702
12
a) Infiftration
0
0
130
37
b) Roomventiblion
0
0
0
0
13
Irdemal gains: Occupants 230
0
0
0
0
Appliances/other
600
0
Subtotal (tines 6 to 13)
58
520
839
740
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
9
6
0
0
14
Subtotal
66
525
839
740
15
Duct loads
41%
30%
27
153
41%
30%
340
222
Trial rmm load
93
684
1179
961
Air required (cfm)
4
30
56
42
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
s =!-gm -tm- 202U Feb-17 08:36:03
RlghtSuite® Universal 2019 19.0.08 RSL08101 Page 9
...It HJAC%NOEL RESIDENCE WITH ICY AND SUNROOM.rup Calc = MJB Front Door faces; E
wrightsoft• Right-M) Worksheet Job:
AHU 1 Date: FEB. 17, 2020
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Email: QUICKCALCSQAOL.CCM
1
Room name
WIC
CABANA BATH
2
Exposed wall
0 ft
0 It
3
Room height
10.0 R heat/cool
10.0 It heaVmol
4
Room dimensions
6.0 x 5.0 It
7.0 x 11.0 ft
5
Room area
30.0 fP
77.0 fP
Ty
Constriction
number
U-value
(Btuhdft;*F)
Or
HTM
(Blaww)
Area Yt)
or perimeter (ft)
Load
(Btuh)
Area (fib
or perimeter III)
Load
(Bluh)
Heat
Cool
Gross
WPlS
Heat
Cool
G.
WP/S
Heat
Cool
6
1(Y
I-C
13A4ccs
2 glazing, dr low-e
0.143
0.650
0.143
n
n
n e
4.00
18.20
4.00
2.19
14.99
2.19
0
_ 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t13A-4ocs
11
-C
ly
2 alaz(ro, clr kwo
13A-0xs
0.650
0.143
ne
a
18.20
4.00
26.88
2.19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-
w
I--G
2 glazing, cIr lone
13A4ocs
2 glazing, cIr lows
0.650
0.143
0.650
a
se
$e
18.20
4.00
18.20
33.77
2.19
27.05
0
0
0
0
0
0
0
0
0
0
0
0
. 0
0
0
0
0
0
0
0
0
0
0
0
VN
t-O
13A 4ccs
2 glazing, cIr love
0.143
0.650
s
s
4.00
18.20
2.19
16.03
0
0
0
0
0
0
_
0
0
0
0
0
0
0
0
0
0
W
IM _.
I---C
13A4ocs
13A-4ocs
2 glazing, cIr love
0.143
0.143
0.650
sw
w
w
0.00
4.00
18.20
0.00
2.19
33.77
0
0
a
0
0
0
0_
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
w
C
13AAccs
11
0.143
0.032
aw
-
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C
16X3flgld
0.408
-
1.18
0.79
30
30
35
24
77
77
91
61
F
2ZA4ph
1.358
-
3&02
-0.00
30
-0
0
0
77
0
0
0
6
c)AED excursion
-18
-30
Envelope loss/gain
35
6
91
31
12
a) Infiltration
0
0
0
0
b) Raomventibtlon
0
0
0
0
13
Internal gams: Occupants 230
0
0
0
a
Applances/other
500
800
Subtotal (fines 6 to 13)
35
6w
91
831
Less external load
0
0
0
0
Less tramfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
35
506
91
831
15
Duct loads
41%
30Wo
14
152
41%
30%
37
249
TUal room Imd
50
657
128
1081
Air required (,an)
2
29
6
47
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wrrgFirCsoTt^ 2020-Feb-1708:35:03
A' k - '"" """' RightSufte® Universal 2019 19.0.08 RSW8101 Page 10
...It WACWOEL RESIDENCE WITH ICY AND SUNROOM.rup Calc=MJ8 Front Oooffaces: E
wrightsoft Right-M Worksheet Job:
AHU 2 Date: FEB. 17, 2020
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772-468-6796 Email: QUICKCALCS@AOL.CCM
1
Room name
AHU 2
THEATRE
2
Fused wall
81.3 ft
33.2 it
3
Room height
13.2 It
130 ft heat/wol
4
Room dimensions
1.0 x 281.5 ft
5
Room area
908.0 fP
281.5 ft'
Ty
Construction
U-value
Or
HTM
Area (g2)
Load
Area (ft�
Load
number
(Btuhtft�*F)
(SIuhlft5
or perimeter (ft)
Ruh)
or perimeter (ft)
(Duh)
Heat
Cool
Gnus
WP/S
Heat
Ccol
Gross
WPIS
Heat
Cool
6
%L-G
13A-0ars
0.143
n
4,00
2.19
370
322
1289
705
- 130
130
521
284
2glazing, cIr Iw
0650
n
18.20
14.99
48
0
874
720
0
0
0
0
W,
13A-4acs
0.143
ne
4.00
2.19
55
55
221
121
55
55
221
121
t-G
2 plazfnn, clr love
0.650
ne
0.00
0.00
0
0
0
0
0
0
0
0
11
W
13A-4ws-
_
0.143
a
4.00
2.19
337
301
1205
659
247
247
989
540
L--G
2 glazing, clr Ivv-e
0.650
a
18.20
33.77
36
0
655
1216
0
0
0
0
13A4ws
0.143
se
0.00
0.00
0
0
0
a
0
0
0
0
Y-a
2 glazing, clr love
0.650
se
0.00
0.00
0
a
0
0
0
0
0
0
Url
13A-4ms
0.143
s
0.00
0.00
0
0
0
0
0
a
0
0
L--G
z glazing, ar Ia
0.650
s
0.00
0.00
- a
0
0
0
0
0
0
0
w
13A-4acs
0.143
sw
0.00
0.00
0
0
0
0
0
0
0
0
w
13AAws
0.143
w
4.00
2.19
285.
201
8%
440
0
0
0
0
T-G
z glazing, ch Iowe
0.650
w
18.20
33.77
84
0
1529
2837
0
a
0
0
w
13A4ws
0.143
nv
4.00
2.19
64
64
255
139
0
0
0
0
C
16D-Md
0.032
-
0.00
0.00.
0
0
0
0
a
0
0
0
C
16X30atd
0.408
-
1.18
0.79
908
908
1070
720
282
282
332
223
F
2241ph
1.3M
-
38.02
0.00
906
81
3093
0
282
33
1261
0
6
c)AFD mcursien
Sw
-176
Envelope 6ossfgain
109%
8057
3323
992
12
a) Infiltration
2401
689
934
268
b) Roomverdilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Applianceslother
1500
1500
Subtotal Ones 6 to 13)
13396
10246
4257
2761
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
462
489
14
Subtotal
13395
10246
4720
3249
15
Duct loads
169%
3(Y
2182
3077
ll
30%
769
976
Total mom load
15579
13323
5488
4225
Air required tofm)
597
597
210
189
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
- wrlgF�is-of'e- 2020-Feb-17 08:35:03
I&k' RlghtSuite@ Universal 2019 19.0.08 RSUJB101 Page 11
...ft FMACINOEL RESIDENCE WITH ICY AND SUNROOM.mp Calc = MJ8 Front Door faces: E
wrightsoftC Right-J® Worksheet Job:
IY!"I U 2 Date: FEB. 17, 2020
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772A66-6799 Fax 772-466-6796 Email: OUCKCALCS@AOL.COM
1
Room norm
GAME ROOM
HALL
2
Exposed wall
39.2 It
4.0 It
3
Room height
15.0 0 heat/cool
10.0 ft heat/cad
4
Room dimensions
1.0 x 413.5 fl
1.0 x 157.0 It
5
Room area
413.5 ft'
157.0 f 2
Ty
construction
LLvalue
Or
HTM
Area (fly
Load
Area (fl2)
Load
number
(Btuh/11VIF)
(Bluh/ft�
or perimeter (fQ
(Bluh)
or perimeter (ft)
(61uh)
Heal
Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heat
Cool
6
VN
13A4ocs
0.143
n
4.00
2.19
240
192
769
420
0
0
0
0
L-G
2 glazing, clr love
0.650
n
18.20
14.99
48
0
874
720
0
0
0
0
IN
13AAa
0.143
no
4.00
2.19
0
0
0
0
0
0
0
0
L-G
2 0lazino. clr lave
0.650
ne
0.00
0.00
0
0
0
0
0
0
0
0
11
l4/
13A-4ms
0.143
a
4.00
2.19
0
0
0
0
40
16
64
35
L-G
2 glazing, clr lorry
0.650
a
18.20
33.77
0
0
0
0
24
0
437
811
w
L G
1344ocs
dr lave
0.143
0.650
se
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
�q!
2 plazing,
13A4ms
0.143
se
s
0.00
0.00
0
0
0
0
0
0
0
0
t-G
2 glazing, cir low-e
0.650
s
0.00
0.00
0
0
10
0
0
0
0
0
w
13AAa
0.143
sw
0.00
0.00
0
0
0
0
0
0
0
0
WJ ,
13A-4ws
0.143
w
4.00
2.19
285
201
so
440
0
0
0
0
L-G
2 glazing, cir tome
0.650
w
18.20
33.77
84
0
1529
2837
0
0
0
0
w
13A4o
0.143
mr
4.00
2.19
64
64
255
139
0
0
0
0
C
16D-30td
0.032
-
0.00
0.00
0
0
0
0
0
_
0
0
0
C
16X.30{ltd
0.408
-
1.18
0.79
414
414
487
328
157
157
185
124
F
22Mlph
1.358
-
38,02
0.00
414
39
1489
0
157
4
152
0
6
c)AED excursion
708
-17
Envelope loss/gain
6207
5592
838
953
12
a) Infiltration
1272
365
86
25
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliames/other
0
0
Subtotal (fines 6 to 13)
74M
5957
924
978
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
142
150
-924
-978
14
Subtotal
7622
6107
0
0
15
Dud loads
16%
30%
1242
1834
16°/a
30%
0
0
Total room load
U54
7941
0
0
Air required(dm)
340
356
0
0
Calculations approved bVACCA to meet all requirements of Manual J 8th Ed.
wrrge?! an- 2020-Feb-17 08:35:03
�A ^" Right -Suite® Universal 2019 19.0.08 RSU08101 Page 12
... ItWVACWOEL RESIDENCE WITH ICY AND SUNROOM.rup Calc=MJB Front Doorfaces: E
fj+ wrightsoft' Right-JO Worksheet Job:
AHU 2 Date: FEB. 17, 20z0
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Email: QUICKCALCS@,AOL.COM
1
Room name
AMU 2 CLST
HALF BATH
2
F_grosedl wall
0 It
5.0 If
3
Room height
10.0 It heat(ccol
10.0 It hewcool
4
5
Room dimensions
Room area
4.0 x 4.0 ft
16.0 fP
5.0 x 8.0 It
40.0 fP
Ty
Construction
U-value
Or
HTM
Area (N2)
Load
Area (0')
Load
number
(Btuhfftz*F)
(Btuh/ft2)
or perimeter Of)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heat
Cool
6
UN-
LC
W
13AAocs
2 glazing, clr lox a
13A-4ccs
0.143
O.650
0.143
n
n
ne
4.00
18.20
4.00
2.19
14.99
2.19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
L-� G
W
I--G
W
L-G
2 r inn, co- to r¢
13A4ocs
2 glazing, cIr Iove
13A-flocs
2 glazing, cIr loxe
0.650
0.143
0.650
0.143
0.650
ne
a
a
as
as
0.00
4.00
18.20
0.00
0.00
0.00
2.19
33.77
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
50
12
0
0
0
38
0
0
0
0
152
218
0
0
0
83
405
0
0
t-G
13A4ocs
z glazing, ar low-e
0,143
0.650
s
s
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
�!
L--G
13A-4ocs
13AAocs
2glazing, cIr lore
0.143
0.143
0.650
sw
w
w
0.00
4.00
18.20
0.00
2.19
33.77
0
0
a
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
C
13A4ocs
16D-30(d
0.143
0.032
my
-
4.00
_ 0.00
2.19
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
C
16X30.(ld
0.408
-
1.18
0.79
16
16
19
13
40
40
47
32
F
i
22A4ph
1.358
-
38.02
0.00
16
0
0
0
40
5
190
0
6
c)AED excursion
-1
-12
Envelope loss/gain
19
12
608
508
12
a) Infiltration
0
0
108
31
b) Roomventilation
0
0
0
0
13
Internal gains: Occupants rQ 230
0
0
0
0
Appliances/other
0
0
Subtotal (lines 6 to 13)
19
12
716
539
Less erdemal load
0
0
0
0
Less transfer
0
0
0
0
Redistrihutbn
-19
-12
339
350
14
Subtotal
0
0
1055
890
15
Duct loads
1NO
30%
0
0
16%
30%
172
267
Trial room bad
0
0
1227
1157
Air required(cfm)
0
0
47
52
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wrlgtiioo'P!- 2020-Feb-17 08:35:03
RlghtSuite® Universal 2019 19.0.08 RSLI08101 Page 13
...It WVACINOEL RESIDENCE WITH ICY AND SUNROOM.rup Cale =MJB Front Door feces: E
wr ghtsoft' Right-M Worksheet Job:
AHU 3 Date: FEB. 17, 2020
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Email: OUICKCALCS@AOL.COM
1
Room name
AHU 3
MASTER BEDROOM
2
Exposed wall
83.3 It
17.9 ft
3
Room height
10.7 R
12.0 It heaticool
4
Room dimensions
1.0 x 331.5 It
5
Room area
924.5 W
331.6 f'
Ty
Construction
U-value
Or
HTM
Area (82)
Load
Area (8.)
Load
number
(Btuwft? *F)
or perimeter 01)
(Btuh)
or perimeter (ft)
(Btuh)
Heal
Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heat
Cool
6
13A4ccs
0.143
It4.00
2.19
40
40
160
88
0
0
0
0
2 glazing, cir ions
0.650
n
0.00
0.00
0
0
0
0
0
0
0
0
w
13AAccs
0.143
ne
4.00
2.19
42
35
139
76
0
0
0
0
L G
2 glazing. dr [arts
0.650
no
18.20
26.88
8
0
140
206
0
0
0
0
11
W
13A-4ms
0.143
a
4.00
2.19
170
15B
633
346
0
0
0
0
LG
2 glazing, dr lone
0.650
a
18.20
33.77
12
0
218
405
0
0
0
0
w
13A4ocs
0.143
se
4.00
2.19
92
85
339
185
0
0
0
0
L G
2 glazing, dr Iarre
0.650
se
18.20
27.05
8
0
140
207
0
0
0
0
w
"
13A-4ccs
0.143
0.650
s
4.00
18.20
2.19
16.03
386
60
326
0
1305
1092
713
962
216
36
180
0
721
655
394
577
W
2 glazing, clr lore
13A4ccs
0.143
s
sw
4.00
2.19
50
50
200
109
0
0
0
0
13A 4acs
0.143
w
4.00
2.19
90
90
360
197
0
0
0
0
T-1'
2 glazing, clr Icwe
0.650
w
0.00
0.00
0
0
0
0
0
0
0
0
w
13M10cs
0.143
my
0.00
0.00
0
0
0
0
0
0
0
0
C
16D-30td
0.032
-
0.00
1
0
0
0
0
0
0
0
0
C
100Md
0.408
-
1.18
0.79
925
925
1089
733
332
332
391
263
F t
22A-tph
1.3m
-
38.02
0.00
925
83
3169
0
332
18
681
0
6
c)AED excursion
01
1 11
Envelope loss/gain
8985
4227
2448
1245
12
e) Infiltration
1882
540
467
134
b) Room ventilation
0
0
0
0
13
Idemal gams: Occupants @ 230
0
0
0
0
Appliances/other
5500
4000
Subtotal (lines 6 to 13)
1OB67
10267
2915
5379
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
1
50
33
14
Subtotal
10867
10267
2%5
5412
15
Duct loads
21%
31%
2272
3199
21%
37%
620
1686
Total room load
13140
13467
3585
7099
Air required (cfm)
597
597
163
315
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
-FWwrrght9of!- 2020-Feb-17 08:35:03
' - "--"' RlghtSuite@ UnWmai 2019 19.0.08 RSL108101 Page 14
...ft FMACINOEL RESIDENCE WITH ICY AND SUNROOM.rup Calc = MJB Front Door laces: E
wrightsoft- Right-J® Worksheet Job:
AHU 3 Date: FEB. 17, 2020
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: OUICKCALCS@AOL.COM
1
Room name
M TOILET
M BATH
2
Egxsed wall
0 ft
31.4 it
3
Room height
10.0 It hwVcwl
10.0 It heat/cool
4
Room ciimensions
6.0 x 4.0 it
1.0 x 275.0 ft
5
Room area
24.0 fF
275.0 ft-
Ty Ty
Construction
U-value
Or
HTM
Area (it)
Load
Area (8�
Load
number
(Bluhlft"F)
or perimeter JI)
(6tuh)
or perimeter 01)
(Bluh)
Heat
Cool
Gross
WPB
Heat
Cool
Gass
WP/S
Heat
Cool
6
Vy I
13A-4ws
0.143
n
4.00
2.19
0
0
0
0
40
40
160
88
L-C
2gluing, cIr lowe
0.650
n.
0.00
0.00
0
0
0
0
0
0
0
0
w
13A4ocs
0.143
ne
4.00
2.19
0
0
0
0
42
35
139
76
I--G
2 olazina. clr lovv-e
0.650
no
18.20
26.88
0
0
0
0
8
0
140
205
11
W,
13A4ws
0.143
a
4.00
2.19
0
'0
0
0
100
88
352
193
LC
2 glazing, cIr lone
0.650
e.
18.20
33.77
0
0
0
0
12
0
218
405
13A4ws
0.143
as
4.00
2.19
0
0
0
0
42
35
139
76
T-G
2 glazing, cir lvh a
0.650
se
18.20
27.05
0
0
0
0
8
0
140
207
w
r-C
13A-4ocs
lose
0.143
0.650
s
4.00
18.20
2.19
16.03
0
0
0
0
0
0
0
0
90
0
90
0
360
0
197
0
IN
2glazing„clr
13A4ws
0.143
s
sw
4.00
2.19
0
0
0
0
0
0
0
0
V�J
13A-4 cs
_
0.143
w
4.00
2.19
0
0
0
0
_
0
0
0
0
L=C
2 glazing, cIr lave
0.650
w
0.00
0.00
0
0
0
0
0
0
0
0
w
13A-4ocs
0.143
av
0.00
0.00
0
0
0
0
0
0
0
0
C
16D-Md
0.032
-
0.00
0.00
0
0
0
0
0
0
0
0
C
16x30Mal
0.405
-
1.18
0.79
24
24
28
19
275
275
324
218
F
22A-tph
1.358
-
36.02
0.00
24
0
0
0
275
31
1195
0
6
c)AED excursion
S
S1
Envelope bsstgain
26
12
3167
1634
12
a) Infiltration
0
0
681
195
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliancestother
500
300
Subtotal (fines 6 to 13)
28
512
3848
2130
Less exlemal load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
6
4
14
Subtotal
28
512
3854
2134
15
Ductlloeds
21%
31%
6
159
21%
31%
606
6%
Total room load
34
6"
4659
2798
ir required(crm)
Air.
2
30
212
124
Calculations approved byACCA to meet all requirements of Manual J ath Ed.
v rman !M- 2020-Feb-17 08:35:03
RightSuheO Universal 2019 19.0.06 RSU08101 Page 15
...R FMACINOEL RESIDENCE WITH ICY AND SUNROOM.rup Czlo = MJB Front Door faces: E
F� wrightsoftRight-M) Worksheet Job:
AHU 3 Date: FEB. 17, 2020
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-066-6799 Fax 772-466-6796 EmalI: QUICKCALCS@AOL.00M
1
Room name
HIS WIC
HER WIC
2
Egxsed wall
0 0
34.0 It
3
Roam height
10.0 It heat/cool
10.0 It heat/cool
4
Room dimensions
6.0 x 7.0 It
1.0 x 184.0 ft
5
Room area
42.0 fF
184.0 W
Ty
Construction
U-value
Or
HTM
Area (W)
Load
Area (II)
Load
number
(BtuhtfP-°F)
or pedmeter Qt)
(Btuh)
or perimeter (it)
(BWh)
Heal
Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heat
Cool
6
W,
0.650
n
0
0
0
0
0
0
0
0
L-G
2 glazing, cirlwfe
2glazi13A-4g,
0.143
n
0.00
0.00
0
0
0
0
0
0
0
0
W
13A-0as
0.143
rre
4.00
4.00
2.19
2.19
0
0
0
0
(1
0
D
0
"
2 olazing. clrlm-a
0.650
ne
18.20
26,88
0
0
0
0
0
0
0
0
11
W
13A-4ws
0.143
a
4.00
2.19
0
0
0
0
70
70
280
153
"
2 glazing, clr Iowa
0.650
a
18.20
33.77
0
0
0
0
0
0
0
0
W
13A4acs
0.143
se
4.00
2.19
0
0
0
0
50
50
200
109
L-G
2 glazing, dr lovre
0.650
se
1820
27.05
0
0
0
0
0
0
0
0
lAI
13A-4acs
0.143
s
4.00
2.19
0
0
0
0
80
56
224
123
LC
2 glazing, clr lows
0.650
s
18.20
16.03
0'
0
0
0
24
0
43T
385
W
13A4acs
0.143
sw
4.00
2.19
0
0
0
0
50
50
200
109
15� .
134-0ecs
_
0.143
w
_
4.00
2.19
0
0
0
0
90
90
360
197
I-C
2 glazing, cir
0.650
w
0.00
0.00
0
0
0
0
0
0
0
0
w
13A4ocs
0.143
rlw
D.DD
0.00
0
0
0
0
0
0
0
0
C
16D-301d
0.032
-
0.00
0.00
0
a
0
0
0
_ 0
0
0
C
16X30-01d
0.408
-
1.18
0.79
42
42
49
33
164
184
217
146
F
22A4ph
1.358
-
39.02
0.00
42
0
0
0
184
34
1293
0
6
c)AEO excursion
-8
36
Envelope loss/gain
49
26
3212
1258
12
a) Infiltration
0
0
735
211
b) Room ventilation
0
0
0
0
13
Internal gains: O=pants @ 230
0
0
0
0
Applances/other
50D
200
Subtotal (lines 6 to 13)
49
526
3947
1669
Less a Bernal load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
24
16
0
0
14
Subtotal
74
542
3947
16M
15
Duct leads
21%
31%
15
169
21%
31%
825
520
Total room load
89
71t1
4772
2188
Air required (rim)
4
31
217
97
Calculations approved by ACCA to meet all requirements of Manual J Bth Ed.
-q - ='Esn an- 2020-Feb-17 08:35:03
"""' Right -Suite® Universal 2019 19.0.08 RSW8101 Page 16
...it WAC%NOEL RESIDENCE WITH ICY AND SUNROOM.rup Calc = MJ8 Front Door Faces: E
wrightsoft' Right-M Worksheet Job:
AHU 3 Date: FEB. 17, 2020
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772.466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM
i
Room name
AHU 3 CLST
M HALL
2
6grosed wall
0 it
0 it
3
Room height
10.0 it heattewl
10.0 ft heaVood
4
Room dimensions
3.0 x 4.0 it
14.0 x 4.0 ft
5
Room area
12.0 fP
56.0 iP
Ty
Construction
U-value
Or
HTM
Area (8�
Load
Area (01)
two
number
(iltuh/11 F)
(&uwft-)
or parameter (it)
(8tuh)
or perimeter QQ
puh)
Heal
Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heat
Cool
6
13A-4acs
0.143
n
4.00
2.19
0
0
0
0
0
0
0
0
T-G
2 glazing, dr lave
_ 0.650
n
0.00
0.00
0
0
0
0
0
0
0
0
W
13A4acs
0.143
no
4.00
2.19
0
0
0
0
0
0
0
0
I----G
2 nlazina. dr 1.
0.650
ne
18.20
25.88
0
0
0
0
0
0
0
0
11
1?!
13AAcos
0.143
a
4.00
2.19
0
0'
0
0
0
0
0
0
-!'
2 glazing, dr laze
0.650
a
18.20
33.77
0
0
0
0
0
0
0
0
W
L-G
13A ws
2 glazing, cir lave
0.143
0.650
as
se
4.00
18.20
2.19
27.05
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1(�,r
13AAms
0.143
s,
4.00
2.19
_
0
0
0
0
0
0
0
0
2 glazing, clr love
0.650
s
18.20
16.03
0
0
0
0
0
0
0
0
-10
W
13A-4ws
0.143
sw
4.00
2.19
0
0
0
0
0
0
0
0
14!
13A4ocs
0,143
w
4.00
2.19
0
0
0
0
0
0
_
0
_
0
t-G
z glazing, cir to r
0.65o
w
0.00
0.00
0
0
0
0
0
0
0
0
W
13A-4=
0.143
av
0.00
0.00
0
0
0
0
0
0
0
0
C
16D-30td
0.032
-
0.00
0.00
0
0
0
0
0
0
0
0
C
10 30-0td
0.408
-
1.18
0,79
12
12
14
10
56
56
65
44
F
I
I
1
22Atph
1.358
-
38.02
M00
12
0
0
0
56
0
0
0
6
c)AED euumion
0
-1
Envelope loss/gain
14
9
66
44
12
a) )ndihration
0
0
0
0
b) Roomventilation
0
0
0
0
13
Internal gams: Occupants (� 230
0
0
0
0
1 Appliancesrother
0
0
Subtotal (Goes 6 to 13)
14
9
66
44
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
-14
-9
-66
-44
14
Subtotal
0
0
0
0
15
Dudloads
21%
31%
0
0
21%
31%
0
0
Tdallroom load
0
0
0
0
Air to Uimd(dm)
0
0
0
0
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wr�gtilpofC^ 2020-Feb-17 08:35:03
A&A - "-' Right-Sulte® Universal 2019 19.0.08 RSU08101 Page 17
...it WAC\NOEL RESIDENCE WITH ICY AND SUNROOM.rup Cale - MJ8 Front Door faces: E
wrightsotr Right-J® Worksheet Job:
MINI SPLIT Date: FEB. 17, zozo
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772468-6799 Fax 772-466-6796 Email: OUCKCALCS(o)AOL.COM
1
Room name
MINI SPLIT
SUNROOM
2
3
Exposed wall
Room height
52.9 it
13.0 it
52.9 it
130 8 heat7000l
4
Room dimensions
1.0 x 580.0 ft
5
Room area
SW,o ft2
58f1.0 it -
Ty
Construction
number
U-value
(BtuMt2. F)
Or
HTM
Area (82)
or permeter (it)
Load
(Btuh)
Area (ft')
or pedm filer (ft)
Load
(Btuh)
Heat
Cool
Gross
WP/S
Heat
Cool
Gross
WKS
Heat
Cool
6
ILr
13Miocs
2 glazing, clr lave
13A4ccs
0.143
O.WO
0.143
In0.00
n
ne
0.00
0.00
' 0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
11
I--G
W,
L-G
W,
f-- G
2 glazing, clr lone
13A-0ocs
2 glazing, clr lave
13A-4ws
2 glazing, clr love
13A-4acs
2 glazing, clr lowe
13A4acs
13A-0ocs
2 glazing, dr to a
0.650
0.143
0.650
0.143
0.650
0.143
0.650
0.143
cm
0.650
ne
e
a
so
se
s
s
sw
w
w
0.00
- 0.00
O.W.
0.00
0.00
4.00
18.20
0.00
4.00
18.20
0.00
0.00
0.00
0.00
0.00
2.19
16.03
0.00
2.19
33.77
0
0
0
0
0
143
48
0
545
288
0
0
0
0
0
95
0
0
258
0
0
0
0
0
0
380
874
0
1033
5242
0
0
0-
0
0
208
769
0
- 564
9727
0
0
0
0
0
143
48
0
w258
288
- 0
0
0
0
0
95
0
0
0
0
0
0
0
0
380
. 874
0
1033
5242
0
0
0
0
0
208
769
0
564
9727
N/
a
-1
w
4p1
-1 G
w
C
13A4=
16D30td
0.143
0.032
my
-
0.00
0.90
0.00
0.96
0
580
0
580
0
Sm
0
557
0
580
0
580
0
520
0
557
C
16X30-Md
0.408
-
0.00
0.00
0
0
0
0
0
0
0
0
F
22A4ph
1.358
-
38.02
0.00
680
53
2012
0
6w
53
.2012
0
6
c)AED excursion
3918
3918
Envelope loss/gain
100W
15743
10060
15743
12
a) Infiltration
1489
427
1489
427
b) .Room ventilation
0
0
0
0
13
Internal gains: Ocwpands @ 230
0
0
0
0
Appliaooes/other
0
0
Subtotal (fines 6 to 13)
11550
161M
115w
161M
Less extemal load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
11550
16170
11550
16170
15
Duct loads
18%
10%
2113
1617
18%
10%
2113
1617
Totatroomload
13663
17787
13663
17787
Air required (cfm)
767
767
767
7S7
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
,c -pl- wrlghtsoft- 2020-Feb-1708:35:03
.� "' RightSulte® Universal 2019 19.0.08 RSW8101 Page 18
...it FNAC\NOEL RESIDENCE WITH ICY AND SUNROOM.rup Calc = MJ8 Front Door faces: E
�- wrightsoft°
Duct System Summary Date: FEB. 17,2020
AHU 1 By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-46"799 Fax 772-466-6796 Emil: QUCKCALCS d(AOLCOM
For. NOEL RESIDENCE, RAPHAELHENRI
12103 RIVERBEND ROAD, PORT ST WCIE, FL 34994
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
1.00
in H2O
0
in H2O
1.00
in H2O
0.500 / 0.500
in H2O
1.000
iN100ft
1550
cfm
Cooling
1.00
in H2O
0
in H2O
1.00
in H2O
0.500 / 0.500
in H2O
1.000
in/100ft
1550
cfm
241 ft
Supply Branch Detail Table
Name
Design
(Btuh)
Htg
(cfm)
Clg
(cfm)
Design
FIR
Diam
(in)
H x W
(in)
Duct
Mail
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
BATH
c 669
3
29
1.000
5.0
0x0
VIFx
18.6
115.0
st3
13ATH3
h 1179
56
42
1.000
6.0
Ox0
VIFx
27.0
115.0
st4
BEDROOM
c 2386
94
104
1.000
7.0
0x0
VIFx
10.5
115.0
st3
BEDROOM
h 3192
152
123
1.000
7.0
OxO
VIFx
19.7
115.0
st4
CABANA BATH
c 1081
6
47
1.000
6.0
Ox 0
VIFx
65.8
175.0
st8
DINING ROOM
h 4523
216
186
1.000
8.0
Ox0
VIFx
42.0
155.0
st7
FAMILY ROOM
h 9432
450
173
1.000
8.0
Ox0
VIFx
22.3
115.0
st4
KITCHEN
c 2838
28
123
1.000
7.0
Ox0
VIFx
40.5
155.0
st7
KITCHEN -A
C 2838
28
123
1.000
7.0
Ox0
VIFx
15.0
115.0
st3
LAUNDRYROOM
h 3788
181
65
1.000
6.0
Ox0
VIFx
26.4
135.0
Ste
LIVING ROOM
c 2240
27
97
1.000
7.0
Ox0
VIFx
63.8
175.0
st8
LIVIN3 ROOM -A
c 2240
27
97
1.000
7.0
Ox0
VIFx
61.0
175.0
st8
OFFICE
h 4980
238
189
1.000
8.0
Ox0
VIFx
66.0
175.0
st8
PANTRY
c 689
5
30
1.000
5.0
0x0
VIFx
43.6
155.0
st7
PRAYER ROOM
C 643
1
28
1.000
5.0
0x0
VIFx
23.4
135.0
Ste
SINKS
C 684
4
30
1.000
5.0
OxO
VIFx
12.4
115.0
st3
WIC
C 812
30
35
1.000
5.0
Ox0
VIFx
25.9
135.0
Ste
WIC 3
c 657
2
29
1.000
5.0
Ox 0
VIFx
26.7
115.0
st4
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w+-r-.-, Rlgh[Sutte® Universal 2019 19.0.08 RSU08101
AWN ...ft FMAC1NOEL RESIDENCE WITH ICY AMID SUNROOM.rup Calc=MJ8 Front Door Faces: E
2020-Feb-17 08:35:16
Page 1
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Name
Type
(Cfm)
(cfm)
FIR
(fpm)
(in)
(in)
Material
Trunk
st8
Peak AVF
298
431
1.000
653
11.0
0 x 0
VlnlFlx
st7
st7
Peak AVF
547
770
1.000
836
13.0
0 x 0
VinlFlx
st6
st6
Peak AVF
759
898
1.000
840
14.0
0 x 0
VinlFlx
st3
st3
Peak AVF
889
1184
1.000
848
16.0
0 x 0
VinlFlx
st4
PeakAVF
661
366
1.000
1212
10.0
0 x 0
VinlFlx
Return Branch Detail Table
Name
Grille
Size (in)
Htg
(cfm)
Clg
(cfm)
TEL
(ft)
Design
FIR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Matl
Trunk
rb3
ox0
1550
1550
0
0
0
0
Ox 0
VIFx
t Wrlght50ft- 2020-Feb•1708:35:16
�. �a•—. Right-Sultet Unlvemal 2019 19.0.08 RSL08101 Page 2
...ft WAC1HOEL RESIDEMEWITH ICY AND SUNROOM.mp Celc=MJ8 Front Doorfaces: E
wrightsofte Duct System Summary Date: FEB.17,2020
AHU 2 By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-46"799 Fax 772-466-6796 Email: QUCKCALCS@AOLCOM
Project• •
For. NOEL RESIDENCE, RAPHAELHENRI
12103 RIVERBEND ROAD, PORT ST LUCIE, FL 34984
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual airflow
Total effective length (TEL)
Heating
1.00
in H2O
0
in H2O
1.00
in H2O
0.500 / 0.500
in H2O
1.000
in/100ft
597
cfm
139
Cooling
1.00
in H2O
0
in H2O
1.00
in H2O
0.500 / 0.500
in H2O
1.000
in/100ft
597
cfm
Supply Branch Detail Table
Design
Htg
Clg
Design
Diam
H x W
Duct
Actual
Ftg.Egv
Name
(Btuh)
(cfm)
(cfm)
FIR
(in)
(in)
Mall
Ln (ft)
Ln (ft)
Trunk
GAME ROOM
c 3970
170
178
1.000
8.0
Ox0
VIFx
24.4
115.0
st5
GAME ROOM -A
c 3970
170
178
1.000
8.0
Ox0
VIFx
21.6
115.0
sty
FALLF BATH
c 1157
47
52
1.000
6.0
Ox0
VIFx
3.0
95.0
THEATRE
h 2744
105
95
1.000
7.0
Ox0
VIFx
24.4
115.0
st5
THEATRE -A
h 2744
105
95
1.000
7.0
ox0
VIFx
21.6
115.0
sty
Name
Trunk
Type
Htg
(cfm)
CIg
(cfm)
Design
FR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Duct
Material
Trunk
st5
Peak AVF
550
545
1.000
700
12.0
0 x 0
VinlFlx
Name
Grille
Size (in)
Htg
(cfm)
Clg
(Cfm)
TEL
(ft)
Design
FIR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Mall
Trunk
rb2
0x0
597
597
0
0
0
0
Ox 0
VIFx
t wrightsoft"
.�.... RlghtSulte® Universal 2019 19.0.08 RSLID8101
...It WAMNOEL RESIDENCE WITH ICY AND SUNROOM.rup Ceio - MJ8 Front Door noes:
2020-Feb-17 08:35:16
Page 3
+ wrightsofte Duct System Summary
AHU 3
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 77246"799 Fax 772-466-6796 Email: OUCKCALCS@AOLCOM
For. NOEL RESIDENCE, RAPHAELHENRI
12103 RIVERBEND ROAD, PORT ST LLICIE, FL 34984
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
1.00
in H2O
0
in H2O
1.00
in H2O
0.500 / 0.500
in H2O
1.000
in/100ft
597
cfm
129
Job:
Date: FEB. 17, 2020
By:
Cooling
1.OD
in H2O
0
in H2O
1.00
in H2O
0.500 / 0.500
in H2O
1.000
in/100ft
597
cfm
Supply Branch Detail Table
Name
Design
(Btuh)
Htg
(cfm)
Clg
(cfm)
Design
FIR
Diam
(in)
H x W
(in)
Duct
Mail
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
HER WIC
h 4772
217
97
1.000
7.0
OxO
VIFx
14.5
115.0
st1
HISWIC
c 710
4
31
1.000
5.0
Ox0
VIFx
11.5
115.0
st1
M BATH
IT 4659
212
124
1.000
7.0
OxO
VIFx
11.5
115.0
st1
M TOILET
c 671
2
30
1.000
5.0
Ox0
VIFx
9.2
115.0
st1
MASTER BEDROOM
c 3549
81
157
1.000
8.0
Ox0
VIFx
10.5
115.0
st2
MASTER BEDROOM -A
c 3549
81
157
1.000
8.0
Ox0
VIFx
9.5
115.0
st2
Supply Trunk Detail Table
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Name
Type
(cfm)
(cfm)
FR
(fpm)
(in)
(in)
Material
Trunk
st2
Peak AVF
163
315
1.000
712
9.0
0 x 0
VinlFlx
st1
Peak AVF
434
282
1.000
983
9.0
0 x 0
VinlFlx
Return Branch Detail Table
Name
Grille
Size (in)
Htg
(cfm)
Clg
(cfm)
TEL
(ft)
Design
FIR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Mail
Trunk
rb4
Ox 0
597
597
0
0
0
0
Ox 0
VIFx
-F�- wrightsoft^ 2020-Feb-1708:05:16
a•• d•-,•-.,. Right-SLftet Unlwmal 2019 19.0.D8 RSW8101 Page 4
...ft WAC\NOEL RESIDENCE WITH ICY AND SUNROOM.rop Colo - MJS Front Door faoes: E
wrightsoft' Duct System Summary Date: FEB.17,2020
MINI SPLIT By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone 7724666799 Fax 772466-6796 Email: OWCKCALCS@AOLCOM
Project Information
For. NOEL RESIDENCE, RAPHAELHENRI
12103 RIVERBEND ROAD, PORT ST LLICIE, FL 34984
External static pressure
Pressure losses
Availablg static pressure
Supply / return available pressure
Lowest friction rate
Actual airflow
Total effective length (TEL)
Heating
0
in H2O
0
in H2O
0
in H2O
0.000 / 0.000
in H2O
0
in/100ft
767
cfm
Cooling
0
in H2O
0
in H2O
0
in H2O
0.000 / 0.000
in H2O
0
in1100ft
767
cfm
0 ft
Supply Branch Detail Table
Name
Design
(Btuh)
Htg
(cfm)
Clg
(cfm)
Design
FIR
Diam
(in)
H x W
(in)
Duct
Mall
Actual
Ln (ft)
Ftg.Egv
Ln (ft) I
Trunk
SUNRCOM
c 17787
767
767
1 0
0
Ox0
VIFx
0
0
Name
Grille
Size (in)
Htg
(cfm)
Clg
(cfm)
TEL
(ft)
Design
FIR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Matl
Trunk
rb5
Ox0
767
767
0
0
0
0
Ox 0
VIFx
-F1'- wrightsoft' 2020-Feb-1708:35:16
• •••�•. ��•.-. RlghtSulte® Unhmmal 2019 19.0.08 RSLID6101
HI+l�P1 Page 5
...ft HJAC\NOEL RESIDENCE WITH ICY AND SUNROOM. mp Celc = MJ6 Front Door laces: E
5�
OFFICE USE ONLY: a
DATE FILED: 61 ay 1 \
REVISION FEE: 5 • as
PERMIT# 06 1 - dds -S5
RECEIPT# 1 Sa9Ol
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652 �'�®��
(772) 462.1553 E
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION SC, NAJED
LOCATION/SITEpy
ADDRESS: ^ — n � _ ^ _ \ St. LUCI@ County
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME
ADDRESS:
ST. LUCIE CO CERT. #:
CITY: STATE:
PHONE (DAYTIME): - FAX:
GYAW'"
NAME:
CITY:
PHONE
NAME:
CITY: (11
PHONE(DA
SLCCC: 9123109
Revised 06130117
INFORMATION:
J�
79 .
FAX:
ZIP:
ZIP:
FILE COPY
ENGINEER EVALUATE
EVALUATION REPORT
Polyglass USA, Inc.
1111 West Newport Center Drive
Deerfield Beach, FL 33442
(954)233-1230
=RECEIVED
NEW I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
TEST CONSULT CERTIFY
SCANNED Evaluation Report P12060.02.09-R24
BY FL5259-R28
1. Lucie County Date of Issuance: 02/24/2009
Revision 24: 01/24/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable'rules and regulations governing the use of
construction materials in the"State of Florida. The documentation submitted has been reviewed by Robert Nieminen; P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass Root Underlayinents
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
.Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMOIetc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 14.
Prepared by:
_r
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 01/24/2018. This does not serve as an electronically
signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOIetc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO I etc. is not owned, operated or controlled by any company manufacturing or distributing products It evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither NEMOietc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
ROOFING COMPONENT EVALUATION:
1.
2.
3.
NNE:moletc.
SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind Uplift
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1507.2.3 / 1507.1.1
Physical Properties
ASTM D226
2009
1507.2.4/ 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012
2012
1507.11.2
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
TAS 110
Accelerated Weathering
ASTM D4798
2011
REFERENCES:
91:103t
Examination
Reference
Date
FM Approvals (TST 1867)
Wind Uplift
3004091
01/12/2000
PRI (TST 5878)
Physical Properties
PR101111
04/08/2002
PRI (TST 5878)
Physical Properties
PUSA-005-02-01
01/31/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-01
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-02
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-03
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST 5878)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TST 5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PR( (TST 5878)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (TST 5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TST 5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST 5878)
Physical Properties
PUSA-076.02.01
02/22/2008
PRI (TST 5878)
Physical Properties
PUSA-083.02-01
04/14/2008
PRI (TST 5878)
Physical Properties
PUSA-088-02-01
07/29/2009
MTI (TST 2508)
Physical Properties
JX20H7A
04/01/2008
MTI (TST 2508)
Physical Properties
RX14EBA
01/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99.1
02/08/2000
ERD (TST 6049)
Wind Uplift
11757.08.01-1
08/13/2001
ERD (TST 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (TST 6049)
Physical Properties
02200.07.03
07/14/2003
ERD (TST 6049)
Wind Uplift
P1740.01.07
01/04/2007
ERD (TST 6049)
Physical Properties
P5110.04.07-1
04/11/2007
ERD (TST 6049)
Wind Uplift
P9260.03.08
03/21/2008
ERD (TST 6049)
Physical Properties
P13450.08.09
08/23/2009
ERD (TST 6049)
Wind Uplift
P30540.11.09-Ri
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-1
11/30/2009
ERD (TST 6049)
Wind Uplift
P11030.11.09-2
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09.3
11/30/2009
ERD (TST 6049)
Physical Properties
P33360.06.10
06/25/2010
ERD (TST 6049)
Physical Properties
P33370.03.11
03/02/2011
ERD (TST 6049)
Physical Properties
P33370.04.11
04/26/2011
ERD (TST 6049)
Physical Properties
P37300.10.11
10/19/2011
NEMO ETC, LLC. Evaluation Report P12060.02.09-R24
Certificate ofAuthorkatton #32455 67 EDITION (2017) FBC NON-HVHZ EVALUATION F1,5259-1128
Polyglass Roof Undertayments, (954) 233-1230 Revision 24: 01/24/2018
Page 2 of 14
4.
ONEIMO etc.
En2it Examination Reference Date
ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD (TST 6049) Physical Properties P40390.08,12-2 08/07/2012
ERD (TST 6049) Physical Properties C41420.09.12-3 09/11/2012
ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013
ERD (TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD (TST 6049) Wind Uplift P3738.02.07-R2 04/29/2013
ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD (TST 6049) Wind Uplift P31751.05,03-R3 11/26/2013
ERD (TST 6049) Wind Uplift P11781.11.03-Ri 12/26/2013
ERD (TST 6049) Physical Properties P45270.05,14 05/12/2014
ERD (TST 6049) Physical Properties 6020.07.14-1 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14-2 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14-3 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14-4 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14-5 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14.6 09/08/2014
ERD (TST 6049) Physical Properties P46520.10.14 10/03/2014
ERD (TST 6049) Physical Properties P43290.10,14 10/17/2014
ERD (TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD (TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD (TST 6049) Physical Properties P44360.10.14-R1 05/18/2015
ERD (TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015
ERD (TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016
ERD (TST 6049) Physical Properties PLYG-SCS080.07.16 07/16/2016
ERD (TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016
ERD (TST 6049) Physical Properties PLYG-SC33040.12.16 12/27/2016
ERD (TST 6049) Physical Properties PLYG-SC31900.03.17 03/10/2017
ERD (TST 6049) Physical Properties PLYG-SC32115.08.17 08/08/2017
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami -Dade (CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA P/L Affidavit Mule -Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL, I.I.C. (QUA9625) Quality Control Service Confirmation Exp. 30/05/2018
PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlayments:
4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet.
4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet.
4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet.
4.2 Self -Adhering Underlayments:
4.2.1 Polystick MTS or Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced, surfaced with polyolefinic film surface; meets FRSA/TRI April 2012.
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface; meets ASTM D1970.
4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a
polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
NEMO ETC, L-C. Evaluation Report P32060.02.09-R24
Certificate ofAuthor&atlon #32455 6" EDITION (2027) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24:01/24/2018
Page 3 of 14
5.
NNEMO I etc.
4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced, with a granular surface; meets FRSA/TRI April 2012.
4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2
polyester
fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester
reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012.
4.2.7 Polystick Dual Pro'" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970.
4.2.8 Polystick Tile ProT1' is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section
5.8).
4.3 Mechanically Fastened and/or Bonded Underlayments:
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS
modified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for use as an
alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened the roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems.
4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380,
Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems.
Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an
alternate to Hot Asphalt applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath
mechanically fastened the roof systems.
4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI April 2012
(04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat
Applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems,
LIMITATIONS: '
5.1 This is a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
NEMO ErC, U.C. Evaluation Report P12060.02.09-R24
[erNJ/cote of Authorization#32455 6EDITION(2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments, (954) 233.1230 Revision 24:01/24/2018
Page 4 of 14
ONEMOjetc.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphah5hingles
Nall -On The
Foam -On Tile
Metal
Wood Shakes
& Shingles
Slate
Elastobase
Yes
Yes
(Base Sheet in 2-plysystem)
Yes
(Base Sheet In 2-ply system)
Yes
Yes
Yes
ElaStebaSeP
Yes
Yes
n
Base Sheet 22-plys system)
Yes
(Base Sheet in system)
Yes
Yes
Yes
Polyglass G2 Base
No
Yes
(Base Sheet In 2-ply system)
Yes
(Base Sheet In 2-ply system)
No
No
No
Polyglass APP Base
No
Yes
(Base Sheet in 2-plysystem)
Yes
(Base Sheet In 2-ply system)
No
No
No
Polystick MTS or MTS PLUS
Yes
Yes
No
Yes
Yes
Yes
Polystick IR-Xe
Yes
No
No
No
Yes
Yes
Polystick TUP
No
Yes
Yes (See 5.5.1)
No
No
No
Polystick TU Plus
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick TU Max
No
Yes
Yes (See 5.5.1)
Yes
No
No
Polystick Dual Pro
Yes
No
No
Yes
Yes
Yes
Polystick Tile Pro
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick MU-X
Yes
No
No
Yes
Yes
Yes
Elastoflex S6G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Elastoflex S6 G FR
Yes
Yes
No
No
Yes
Yes
Elastoflex GTU
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Poo"G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Mule -Hide SA-APP Cap Sheet
or SA-APP Cap Sheet (FR)
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS' '
Adhesive
Florida Product
Underlayments
Approval
DAP Foam Touch'n Seal StormBond Roof
FL14506 j
PolystickTU Plus, PolystickTU Max
Tile Adhesive
Dow TIIeBond'"
FL22525
Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® AH-160
FL6332
Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® RTA-1
FL6276
Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product ApprovalforOverturning Moment Resistance Performance.
NEMO ETC, U.C. Evaluation Report P32060.02.09-1124
Certfflcote ofAuthorizatfun k32455 67 EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233.1230 Revision 24: 01/24/2018
Page 5 of 14
NNEMOletc.
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR) self -adhered to:
➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or Polyflex G FR torch -applied to:
➢ ASTM D41 primed structural concrete.
5.6.2 Bond -to -Insulation:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
➢ ASTM C1289, Type 11, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard; Dens Deck Prime, or SECUROCK Gypsum -Fiber Roof Board.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ Dens Deck Prime or SECU ROCK Gypsum -Fiber Roof Board.
Polyflex G or Polyflex G FR torch -applied to:
➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECU ROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval, For installations under foam -on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self -adhered to:
➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch -applied to:
➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
NEMO ETC, I.I.C. Evaluation Report P32060.02.09-1124
Certif/cate of Aothorhatlon#32455 e EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZS
Polyglass Roof Underlayments; (954) 233-2230 Revision 24: 01/24/2018
Page 6 of 14
NNEMOletc.
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-
12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design_ Pressure =-90 s :
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#2 Maximum Design Pressure=-97.5 psf:
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 orASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
1'/." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-Inch o.c.
#3 Maximum Design Pressure =-105 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FRI, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
1%" ring shank nails through 32 ga.,1-5/8" diameter tin caps spaced 12-inch c.c.
#4 Maximum Design Pressure = -135 psf:
Deck:
Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer:
(Optional) PG100 orASTM D41
Base Ply:
(Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Joints:
Min. 4-Inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#5 Maximum Design Pressure=-315 psf:
Deck:
Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer:
PG300 or ASTM D41
Base Ply:
(Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap
Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#6 Maximum Design Pressure = -622.5 psf:
Deck:
Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer:
PG300 orASTM D41
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#7 Maximum
Design Pressure = -30.0 psf":
Deck:
Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners:
it ga, x 1.25-inch long 1-inch head diameter round metal cap nails
Spacing:
6-Inch o.c. at the 3-Inch wide side laps and 6-Inch o.c. at two (2) equally spaced staggered center rows.
Base Ply:
(Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
NEMO ETC, LLC. Evaluation Report P12060.02.09-R24
Certy/cate of Authorization#32455 e EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revislon 24: 01/24/2018
Page 7 of 14
ONEMOletc.
#8 Maximum Design Pressure =-37.5 psf*:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#9 Maximum Design Pressure = -37.5 psf*:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
#10 Maximum Desien Pressure =-45 osf*:
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
One (1) layer ASTM D226, Type II felt
Fasteners:
11 ga, x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing:
4-inch o.c, at the 2-Inch wide side laps and 4-inch o.c, at two (2) equally spaced staggered center rows.
Base Ply:
(Optional; for use with self -adhering underlayment only) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU, applied In full mopping of hot asphalt.
#11 Maximum Design Pressure =-45 psf*:
Deck:
Min.19/32-inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction,
Base Sheet:
Two (2) layers ASTM 0226, Type II felt
Fasteners:
11 ga. x 1.25-Inch long x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diametertin caps
Spacing:
9-inch o.c. at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply:
(Optional; for use with self -adhering underlayment only) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap:Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU or Elastoflex S6 G, applied In full mopping of hot
asphalt.
#12 Maximum Desien Pressure =-45 psf:
Deck:
Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied rap)
Fasteners:
Simplex MAXX Cap Fasteners
Spacing:
9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied.
#13 Maximum Design Pressure=-52.5 psf:
Deck:
Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase (sanded top surface for hot -asphalt ortorch-applied cap or poly -film surface for torch -applied cap)
Fasteners:
Simplex MAXX Cap Fasteners
Spacing:
9-inch o.c, at the 2-inch wide side laps and 12-inch o.c, at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#14 Maximum Design Pressure =-52.5 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c, at the 3-inch wide side laps and 6-Inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
NEMO ETC, U.C. Evaluation Report P32060.02.09-1124
Certtf/cate of Author/zatlon#324S5 67 EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments; (954) 233.1230 Revision 24: 01/24/2018
Page 8 of 14
NNEMOletc.
#15 Maximum Design Pressure =-52.5 Dsf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt ortorch-applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-Inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#16 Maximum Design Pressure =-60 osf:
Deck: Min. 19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: 11 ga. x 1.25-Inch long x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps
Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#17 Maximum Design Pressure =-60 osf:
Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG 012 Standard Roofgrip with CMG Flat Bottom Metal Plates
Spacing: 12-inch o.c. at the 4-Inch wide side laps and 12-Inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#18 Maximum Design Pressure=-67.5 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment)
Fasteners: 12 ga, x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tilt caps
Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#19 Maximum Design Pressure =-75 osf:
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch-applidd underlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-Inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 30-Inch o.c. at the 4-Inch wide side laps and 10-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#20 Maximum Design Pressure =-90 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied rap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#21 Maximum Design Pressure=-90 osf:
Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied rap)
Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with CMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-Inch o.c, at the 4-Inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied.
#22 Maximum Design Pressure =-90 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6-Inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied In full mopping of hot asphalt.
NEMO ETC, LLC. Evaluation Report P32060.02.09-R24
Certificate of Authorization #32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 9 of 14
ONEMOletc.
#23 Maximum Design Pressure =.90 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment)
Fasteners: Dekfast N14 with Dekfast Hex plates, CMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-Inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 9-Inch o.c, at the 4-inch wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#24 Maximum Design Pressure =-97.5 osf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-Inch o.c. at the 4-inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#25 Maximum Design Pressure=-105 osf:
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-Inch o.c. at the 2-inch wide side laps and-6-Inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied.
#26 Maximum Design Pressure=-112.5 nsf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-Inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diametertln caps
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-Inch o.c. at four (4) equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin -caps
Base Ply: Polystick MTS or Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap:Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#27 Maximum Design Pressure =-120 nsf:
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: CMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or CMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c. at the 4-Inch wide side laps and 6-Inch o.c, at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied.
#28 Maximum Design Pressure =-120 nsf: .
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 64nch o.c. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
5.6.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum
Design Pressure of-45 psf.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Certiflcate of Authorizatlen#32455 e EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233.1230 Revision 24: 01/24/2018
Page 10 of 14
NNEMOjetc.
5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed
that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density
designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are
ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked
with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January
2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation.
Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for
longer than 180-days after installation.
Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the
prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum
exposure is 180 days.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and :seller, as
set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance.
5.9 Tile Slippage Limitations (FRSA/TRI April 2012 (04-1211;
When loading roof tiles on the underlayment in direct -deck the assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 2: TILE SLIPPAGELIMITATIONS FOR DIRER -DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum Slope
Elastoflex G TU
Flat
10-tile stack
7:12
Lugged
8-tile stack (6 over 2)
6:12
Elastoflex S6 G or 56 G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polystick MTS or MTS PLUS
Flat
6-tile stack (4 over 2)
5:12
Lugged
6-tile stack (4 over 2)
4:12
Polystick Tile Pro
Flat or Lugged
6-tile stack (4 over 2)
7:12
Polystick TU Max
Flat
6-tile stack (4 over 2) or 10-tile stack
7:12
Lugged
6-tile stack (4 over 2)
7:12
Lugged
10-tile stack
6:12
Polystick TU P
Flat
6-tile stack (4 over 2)
6:12
Lugged
6-tile stack (4 over 2)
4:12
Polystick TU Plus
Flat or Lugged
6-tile stack (4 over 2)
7:12
Flat or Lugged
10-tile stack
6:12
Polyflex G or G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polyflex SA P or SA P FR
Flat or Lugged
6-tile stack (4 over 2) 1
4:12
NEMO ETC, I.I.C. Evaluatlon Report 1312060.02.09-R24
CertUtcate of Aathorizatfon#32455 e EDITIO N (2017) FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments; (954) 233-2230 Revision 24: 01/24/2018
Page 11 of 14
ONEIMO I etc.
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads, Sweep the substrate thoroughly to remove
any dust and debris prior to application, and prime the substrate (if applicable).
6.3 j Elastobase, Elastobase P or Mule -Hide Nail Base:
6.3.1 Non -Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA
P FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are
those associated with the top -layer underlayment, as set forth in Table 1.
6.3.2 Tile Applications:
Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two
Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with
FRSA/TRI April 2012 (04-12) Installation Manual.
6.4 Polystick MTS, MTS PLUS, IR-Xe, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or MU-X or Polyflex SAP, Polyflex SAP FR,
Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR):
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 (except Polystick TU P) underlayment
in FBCTable 1507.1.1 for the type of prepared roof covering to be installed,
6.4.2 Direct -to -Deck with Mechanically Fastened Roof Covers:
All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule-Hlide SA-APP
Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -
Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch
diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -
nailed using the above noted fasteners and spacing, in area marked "nail area, area Para clavar" on the face of
membrane. The head lap membrane is to cover the area being back -nailed.
All seal -lap seams (selvage laps) must bek�
firmly rolled with a minimum 28 lb, hand MX
roller to ensure full contact and adhesion.Jk
For Dual Pro and Tile Pro, align the edge of J ,s
the top sheet to the end of the glue pattern;,7i F
(the sheet will overlap the fabric).
View of Ovelap Seam of Dual Pro and Tile Pro
All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap.
Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys,
or exposed roof to wall details
NEMO ETC, LLC. Evaluation Report P1:2060.02.09-R24
Cert/flwte ofAutharhotlon #32455 61N EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments; (954) 233.1230 Revision 24: 01/24/2018
Page 12 of 14
NNEMO I etc.
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28lb roller) or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile ADolications (not allowed forPolvstick Dual Pro- IR-Xe orPolvstick MU-X):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline.
For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet:(s), Base
Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1.
For adhesive -set tile applications, refer to Section 5.6.4 herein,
6.4.4. Two (2) Ply Underlavment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex
SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with
the top -layer material. This Is not a requirement, but is allowable if a 2-ply underlayment system is desired.
Polystick MTS or MTS PLUS followed by Polystick TU P, TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use
under foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement,
but is allowable if a 2-ply underlayment system is desired,
6.5 Elastoflex G.TU; Elastoflex S6 G or Elastoflex S6 G FR: -�
6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in tile applications:
✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2022 (04-22) beneath mechanically fastened tile roof systems or the Holt Asphalt
applied "Cap Sheet". in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply
System" from FRSA/TRI April 2012 (04.12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the `Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04.12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the
substrates noted in Section 5,6, Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set
minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt
with asphalt extending approximately 3/8-inch beyond the lap edge.
6:6 Polyflex G or Polyflex G FR:
6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications:
✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the `Two Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.3).
✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3).
NEMO ETC, LLC. Evaluation Report P12000.02.09-R24
Cert%Icote ofAuthorknHon k32455 67" EDITIO N (2017) F13C NON-HVHZ EVALUATI ON F1.5259-1128
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 13 of 14
7
S.
9.
NNEIMO I etc.
6.6.2 Polyflex G or Polyflex G FR shall be fully torch -applied to the substrates noted in Section 5.6, Side laps shall be
minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end
laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap
edge.
6.7 Tile Staainrt:
6.7.1 Tile shall be loaded and staged In a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Table 2 herein, and Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail -
boards, to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of
roofing tiles is forty-eight (48) hours,
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
MANUFACTURING PLANTS:
Contact the noted QA agency for Information on product locations covered for F.A.C. 61G20-3 CIA requirements. The following
plants have qualified products under their respective physical properties specifications.
Plant
Specification
Product(s)
Fernley, NV Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick MU-X
Hazleton, PA
M-D 13-0004
Elastoflex G TU
Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick IR-Xe
ASTM D1970 & FRSA/TRI April 2012
Polystick TU Plus
ASTM D1970 & FRSA/TRI April 2012
Polystick TU Max
Tuscaloosa, AL
ASTM D4601, Type II
Polyglass G2 Base
Winter Haven, FL
ASTM D226(physicals)
Elastobase, Elastobase P
_
ASTM D6509
Polyglass APP Base
FRSA/TRI April 2012
Polystick MTS, Polystick MTS PLUS
FRSA/TRI April 2012
Polystick TU P
FRSA/TRI April 2012
Polyflex SAP, Polyflex SA P FR
ASTM D1970
Polystick Dual Pro
ASTM D1970 & FRSA/TRI April 2012
Polystick Tile Pro
ASTM D6164
Elastoflex 56, Elastoflex S6 G FR
ASTM D6222
Polyflex G, Polyflex G FR
QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
NEMO ETC, LLC.
Certificate of AuthorhuHon #32455
- END OF EVALUATION REPORT -
6P EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Roof Underlayments; (954) 233-1230
Evaluation Report P32060.02.09-R24
FL5259-R28
Revision 24:01/24/2018
Page 14 of 14
®® BASF Technical Data ^Sheet
We create chemistry
ENERTITE® G
LOW -DENSITY, OPEN-CE
eneit6te-
OponCcr Spmy Polyteolhane Foam m0ation
DESCRIPTION:
RECEIVED
AUG 232019
Lucie County,
ENERTITE G is a twocomponent low -density open'cell spray polyurethane foam
system designed for use In residential construction and common commercial
insulation applications. ENERTITE G is compatible with most common
construction materials, but can only be processed with ELASTOSPRAYa 8000A
Isocyanate. The benefits of ENERTITE G include:
• Superior insulation
• Non -fibrous
• Sound control
TYPICAL PROPERTIESI'):
PROPERTY
METHOD
ENERTITE G
Resin,•
Specific Gravity @ 70•F
ASTM D 1638
1.135
Viscosity @ 77•F (cps)
Brookfield
350
Cured Foam,
Density, core (per @ 4" lifts)
ASTM D 1622
0.5 (nominal)
Open Cell Content (%)
ASTM D 6226
-90
Thermal Resistance (aged)
R-value (ftq hr °F/Btu In)m
ASTM C518
3.9 / in @ 1-in thick
3.7 / in @ 44n thick
Response to Thermal and Humid
Aging
(% linear change)
158°F 197% RH / 168 him
ASTM D 2126
<.2.0
Water Absorption (vol %)
ASTM D 2842
- 40%
Tensile Strength
AS7M D 1623
5.9 psi
Water Vapor Transmission —
3.5-in foam thickness
Permeability (Penn inch)
ASTM E 96
59 (Calculated)
Permeance (Penn)
ASTM E 96
16.9
Surface Burning Characteristics
Flame Spread Indexla)
ASTM E 84
5 25
Smoke Developed Index
ASTM E 64
5 450
(1) These physical property values are typical for this material as applied at our development
facility under controlled conditions. SPF performance and actual physical properties volt vary
with differences in application (i.e. ambient conditions, process equipment and settings, material
throughput etc). As a result these published properties should be used as guidelines solely for
the purpose of evaluation. Physical property specifications should be determined from actual
production material,
The above data vas collected from samples prepared using equipment configurations
pertinent to lab conditions. Parameters can be obtained upon request by calling 600-700-1712.
(2) The data chart shone the R-volue of this Insulation. 'R- means resistance to heat fiow The
higher the R-value, the greater the insulating prover. Compare insulation R-values before you
buy. There are other factors to consider. The amount of insulation Wit depend upon the climate,
the type and sae of your house, and the fuel use patterns and famly size. If you buy too much
insulation it wil cost you more than what you will save on fuel. To achieve proper If -values, it is
essential that this Insulation be Installed properly.
(3) This numerical flame spread rating does not reflect hazards presented by this or any other
material under actual fire conditions Polyurethane foam system should not be left exposed
� SC7
��.�•,� 4cieC�Uh.L
DITIONAL TESTING. APPROVALS $ CERTIFICATIOM�
• ASTM E 84 (Class 1) with Product Listing M(4)
• NFPA 285 complying assemblies available
• Film Resistant assemblies available
• INTERTEK Code Compliance Research Report CCRR-1032
• Thickness is not limited when installed behind a code -prescribed thermal
barter (per ICC-ES AC377)
• Approved for certain Attic 8 Crawl Space installations with and without
prescriptive ignition barriers per ICC-ES AC377, Appendix A1.2.2 and
Appendix X
• CRITICAL RADIANT FLUX (attic Insulation)
PROPERTY
METHOD
FNERJ1E G
Critical Radiant Flux,
ASTM E970
0.26 W/cm'
44n foam thickness
Critical Radiant Flux,
ASTM E970
0.25 W/cm"
6-in foam thickness
• AIR LEAKAGE
PROPERTY
METHOD
ENERTITEG
Air Leakage,
ASTM E 283
<0.02 Us -ma
3.5-In foam thickness
(Us•mq @ 75 Pa AP)
• GREENGUARD and GREENGUARD Gold Certification for VOC emissions
• Meets the requirements of CDPH Section 01350 for VOC emissions and
formaldehyde
• Mold resistant per ASTM C1338 — "Pass" rating (no growth)
ADDITIONAL INFORMATION:
Odor level of spray polyurethane foam Is dependent on proper application using
the recommended processing parameters and proper ventilation.
Caution - Failure to follow the application precautions, safety data sheet
Information as well as accepted industry practices (www ripreypolyurethane.org)
may result in unwanted foam physical properties and applications that may not
provide the desired results. This also Includes unwanted health risks such as
possible respiratory issues, sensitization or eye irritations such as blue haze for
applicators and workers located in the area being, sprayed. A full understanding of
the foam processing and all safety risks must be completed before spraying. Call
our BASF spray foam team g you have questions 800-706-0712.
Please contact your local Sales or Technical Representative for specific questions
regarding ENERTITE G properties, approvals, or codifications.
and must be protected by a minimum 16-minute thermal barrier or other codecomplimd material
(4) ASTM E 84 is a test
as allowed by applicable building rode(s) and Code Officials. Building Codes provide guidelines
building code recognize`
representing miNmYm requirements. Further Information is available at ivwvr.lecsafe.om.
thickness In excess of fc
Consult all Authorities Having Jurisdiction (AHJ) over an area for additional or specific
IBC Section 2603.
requirements prior to beglnning any project
BASF Corporation
1703 Crosspoint Avenue
Houston, TX 77054
(800) 706-0712 Revision Date:
October 10, 2017
Hv✓w.spf.basf.com
Page 1 of 2
SVRAY FOA' .��ITI,�,
IFPA 285 is a
evaluate foam
200681 2009
ENERTITE® G
LOW -DENSITY OPEN -CELL INSULATION
GENERAL INFORMATION:
ENERTITE G is a spray polyurethane foam (SPF) system Intended for
installation by qualified contractors trained In the processing and application
of SPF systems, as well as the plural -component polyurethane dispensing
equipment required to do so. Contractors and applicators must comply With
all applicable and appropriate storage, handling, processing and safety
guidelines. BASF technical service personnel should be consulted in all
cases where application conditions are questionable.
ENERTITE G has an estimated theoretical yield range of 17,000-21,000
board feet per set. Actual yield performance can be In excess of or below the
referenced estimated theoretical range based on factors affecting density
including, however, not limited to: multiple lifts, spray pass thickness,
substrate texture, substrate temperature, overspray loss, windy conditions,
altitude, container residue, equipment characteristics & temperatures,
applicator technique, etc. For help estimating yield for this and other spray
foams, please consult Spray Polyurethane Foam Alliance's SPFA-121 SPF
Estimating Reference Guide,
CAUTIONS AND RECOMMENDATIONS:
ENERTITE G is designed for an application rate of 'Fe inch minimum to 6
inches maximum per pass. Once installed and material has cooled, it Is
possible to add additional applications in order to increase the overall installed
thickness of SPF. Thicker installations are allowed based on large scale
testing. Please see ESR-3102 for additional information. This application
procedure Is in compliance with the Spray Polyurethane Foam Alliance
(SPFA).
ENERTITE G is NOT designed for use as an EXTERIOR roofing system.
BASF offers a separate line of products for exterior roofing applications. For
more information, please contact your sales representative.
Cold -storage structures such as coolers and freezers demand special design
considerations with regard to thermal insulation and moisture -vapor drive.
ENERTITE G should NOT be installed in these types of constructions unless
the structure was designed by a design professional for speck use as cold
storage.
ENERTITE G Is designed for installation in most standard construction
configurations using common materials such as wood and mod products,
metal and concrete. ENERTITE G has performed successfully when sprayed
onto wood substrates down to 40OF using special cold weather application
techniques. For heat sink -materials such as metal or concrete, ENERTITE G
can be sprayed onto substrates down to 50°F, using a gash pass method.
BASF recommends the use of mock ups or sample spray before starting the
full-scale project. This will provide an opportunity to see how all materials are
Installed and evaluate their properties priorto proceeding.
Climate
A aide, B side, Hose Temp
(Adjust in+/-5°increments)
Proportioner set pressure
(spraying pressure)
Colder
1257-135`F
1150-1450 Psi (soo-12oo poll
Warmer
105'F-125OF
1150-1450 psi (goo-12oo psi
Foam plastic materials installed in yells or ceilings may present a fire hazard
unless protected by an approved, fire-resistant thermal barrier with a finish
rating of not less than 15 minutes as required by building codes. Rim
joists/header areas, in accordance with the IRC and IBC, may not require
additional protection. Foam plastic must also be protected against ignition by
code prescribed or properly tested materials in attics and crawl spaces. See
relevant Building Codes and www.icesafe.org for more information.
In addition to reading and understanding the SDS, all contractors and
applicators must use appropriate respiratory, skin and eye Personal Protective
Equipment (PPE) when handling and processing polyurethane chemical
systems. Personnel should review the following documents published by
Spray Polyurethane Foam Alliance (SPFA): AX-171 Course 101-R Chapter 1:
Health, Safety and Environmental Aspects of Spray Polyurethane: Foam and
Coverings www.soravoolvurethane.om
Also, the following document is available from the Center for the
Polyurethanes Industries (CPI): Model Respiratory Protection Program for
Compliance with the Occupational Safety and Health Administration's
Respiratory Protection Program Standard 29 C.F.R. §1910.134
As with all SPF systems, improper application techniques should be avoided.
Examples of improper application techniques Include, but are not limited to
excessive thickness of SPF, off -ratio material and spraying into or under rising
SPF. Potential results of improperly installed SPF include: dangerously high
reaction temperatures that may result in fire and offensive odors that may or
may not dissipate. Improperly installed SPF must be removed and replaced
With properly Installed materials.
LARGE MASSES of SPF should be removed to an outside safe area, cut into
smaller pieces and allowed to cool before discarding Into an appropriate trash
receptacle.
All areas that are sprayed Incorrectly or result in A only material, B only
material, improperly mixed or off ratio materials, too thick of an application or
two quick of a thickness build up, are to be removed and replaced with
properly processed spray foam. All cleaning solvents and others materials
are to be captured and properly disposed of and not left at the Job site.
SPF insulation is combustible. HigMnlensity, heat sources such as welding or
cutting torches must not be used in contact with or In close proximity to
ENERTITE G or any polyurethane foam. The insulation must not be used in
areas that have a maximum service temperature greater than 180°F(82'C).
SHELF LIFE AND STORAGE CONDITIONS:
ENERTITE G has a shelf life of approximately Six (6) months from the date of
manufacture when stored in original, unopened containers at 50-BO°F. As with
all industrial chemicals, this material should be stored In a covered, secure
location and never in direct sunlight. Storage temperatures above the
recommended range will shorten shelf life. Storage temperatures above the
recommended range may also result in elevated headspace pressure within
packages.
LIMITED WARRANTY INFORMATION — PLEASE READ CAREFULLY:
The information herein is to assist customers in determining whether our
products are suitable for their applications. Our products are only intended for
sale to Industrial and commercial customers. Customer assumes full
responsibility for quality control, testing and determination of suitability of
products for its intended application or use. We warrant that our products will
meet our written liquid component specifications. We make no other warranty
of any kind, either express or Implied, by fact or law, Including any warranty of
merchantability or fitness for a particular purpose. Our total liability and
customers' exclusive remedy for all proven claims is replacement of
nonconforming product and in no event shall we be liable for any other
damages.
While descriptions, designs, data and information contained herein are presented in good faith and believed to be accurate, they are provided for
guidance only. Because many factors Trey affect processing er applImforduse, BASF recommends thatthe reader make tests to determine the
suitability of a product for a particular purpose prior to use. No vverandes of any Wad, either expressed or Implled, Including varantles of
merchantability or fitness for a particular purpose, are made regarding products described or designs, data or information set forth, or that the
products, designs, date or intonation my be sued vdthout Infringing the intellectual property rights Mothers. In no code shall the descriptions,
information, data or designs provided be considered a part M BASPs terms and conditions of sale. Fuller the descriptions, deslgns, data, and
Information furnished by BASF hereunder are given gratis and BASF assumes no obligation or liability for the description, designs, data or
information given or results obtained all such being given and accepted atthe madws risk
Warning: These products can be used to prepare a variety M polyurethane products. Polyurethanes are organic materials and must be Revision Date: October 10, 201 7
considered combustible. Page 2 of 2
Ei BASF
We create chemistry
Safety Data Sheet
ENERTITE G RESIN
Revision date: 2017/10/12 Page: 1/12
Version:2.0 (30685345/SDS GEN UIS/EN)
1. Identification
Product identifier used on the label
ENERTITE G RESIN
Recommended use of the chemical and restriction on use
Recommended use`: polyurethane component; industrial chemicals
Suitable for use in industrial sector: Polymers industry; chemical industry
The "Recommended use" identified forthis product is provided solely to comply with a Federal requirement and is not pan of
the seller's published specification. The termsof this Safety Data Sheet (SDS) do not create or Infer any warranty, express or
implied, including by incorporation into or reference in the seller's sales agreement.
Details of the supplier of the safety data sheet
Company:
BASF CORPORATION
100 Park Avenue
Florham Park, NJ 07932, USA
Telephone: +1 973 245-6000
Emergency telephone number
CH EMTREC: 1-800-424-9300
BASF HOTLINE: 1-800-832-HELP (4357)
Other means of identification
Chemical family: resin
Synonyms: Urethane System Resin Component
2. Hazards Identification
According to Reaulation 2012 OSHA Hazard Communication Standard: 29 CFR Part 19110.1200
Classification of the product
Skin CorrArrit. 1 B Skin corrosion/irritation
Eye Dam./Irrit. 1 Serious eye damageleye irritation
STOT RE 2 (oral) Specific target organ toxicity — repeated
exposure
Aquatic Acute 3 Hazardous to the aquatic environment - acute
Aquatic Chronic 3 Hazardous to the aquatic environment - chronic
Safety Data Sheet
ENERTITE G RESIN
Label elements
Pictogram:
o
0
Signal Word:
Danger
Hazard Statement:
H373
H314
H402
H412
May cause damage to organs (Kidney) through prolonged or repeated
exposure (oral).
Causes severe skin burns and eye damage.
Harmful to aquatic life.
Harmful to aquatic life with long lasting effects.
Precautionary Statements (Prevention)
P280
Wear protective gloves/protective clothing/eye protection/face
protection.
P273
Avoid release to the environment.
P260
Do not breathe dust/gas/mist/vapours.
P264
Wash with plenty of water and soap thoroughly after handling.
Precautionary Statements (Response):
P305 + P351 + P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove
contact lenses, if present and easy to do. Continue rinsing.
P310
Immediately call a POISON CENTER or doctor/physician.
P303 + P361 + P353
IF ON SKIN (or hair): Take off immediately all contaminated clothing.
Rinse skin with water/shower.
P304 + P340
IF INHALED: Remove person to fresh air and keep comfortable for
breathing.
P301 + P330 + P331
IF SWALLOWED: rinse mouth. Do NOT induce vomiting.
Precautionary Statements (Storage):
P405 Store locked up.
Precautionary Statements (Disposal):
P501 Dispose of contents/container to hazardous or special waste collection
point.
Hazards not otherwise classified
No specific dangers known, if the regulations/notes for storage and handling are considered
3. Composition / Information on Ingredients
Accordina to Regulation 2012 OSHA Hazard Communication Standard: 29 CFR Part 19110.1200
CAS Number
Weight %
Chemical name
13674-84-5
>= 15.0 - < 20.0%
tris(2-chloro-1-methylethyl)phosphate
127087-87-0
>= 5.0 - < 15.0%
4-Nonylphenol, branched, ethoxylated
2212-32-0
>= 5.0 - < 7.0%
2-((2-(dimethylamin o)ethyl)methylamino)ethanol
6711-48-4
>= 3.0 - < 5.0%
N'-(3-(dimethylamino)propyl)-N,N-dimethylpropane-1,3-
diamine
111.4M
>= 1.0 - < 3.0%
diethylene glycol
Safety Data Sheet
ENERTITE G RESIN
Revision date : 2017/10/12 Page: 3/12
Version: 2.0 (30685345/SDS_GEN_US/EN)
83016-70-0 >= 1.0 - < 3.0% 2-((2-(2-(dimethyl amino)ethoxy)ethyl)methyl
amino)ethanol
9046-10-0 >= 0.3 - < 1.0% alpha-(2-Aminomethylethyl)-omega-(2-
aminomethylethoxy)- poly(oxy(methyl-1,2-ethanediyl))
4. First -Aid Measures
Description of first aid measures
General advice:
First aid personnel should pay attention to their own safety. If the patient is likely to become
unconscious, place and transport in stable sideways position (recovery position). Immediately
remove contaminated clothing.
If inhaled:
Keep patient calm, remove to fresh air, seek medical attention. Immediately administer a
corticosteroid from a controlled/metered dose inhaler.
If on skin:
Immediately wash thoroughly with plenty of water, apply sterile dressings, consult a skin specialist.
If in eyes:
Immediately wash affected eyes for at least 15 minutes under running water with eyelids held open,
consult an eye specialist.
If swallowed:
Do not induce vomiting. Immediately rinse mouth and then drink 200-300 ml of water, seek medical
attention.
Most important symptoms and effects, both acute and delayed
Symptoms: The most important known symptoms and effects are described in the labelling (see
section 2) and/or in section 11.
Information on: diethylene glycol
Symptoms: Overexposure may cause:, vomiting, coma, abdominal cramps, lethargy, nausea,
diarrhea, headache
Information on: tris(2-chloro-l-methylethyl)phosphate
Symptoms: Overexposure may cause:, convulsions, depression, hypoxemia, tremors
Hazards: No hazards anticipated.
Indication of any immediate medical attention and special treatment needed
Note to Physician
Treatment: Treat according to symptoms (decontamination, vital functions), no
known specific antidote.
5. Fire -Fighting Measures
Extinguishing media
Suitable extinguishing media:
water spray, dry powder, carbon dioxide, foam
Safety Data Sheet
ENERTITE G RESIN
4/12
Special hazards arising from the substance or mixture
Hazards during fire -fighting:
No particular hazards known.
Advice for fire-fighters
Protective equipment for fire -fighting:
Firefighters should be equipped with self-contained breathing apparatus and turn -out gear
Further information:
Dispose of fire debris and contaminated extinguishing water in accordance with official regulations.
6. Accidental release measures
Further accidental release measures:
High risk of slipping due to leakage/spillage of product.
Personal precautions, protective equipment and emergency procedures
Use personal protective clothing.
Environmental precautions
Do not empty Into drains. Do not discharge into the subsoil/soil.
Methods and material for containment and cleaning up
Spills should be contained, solidified, and placed in suitable containers for disposal.
7. Handling and Storage
Precautions for safe handling
Ensure thorough ventilation of stores and work areas. Protect against moisture.
Protection against fire and explosion:
No special precautions necessary.
Conditions for safe storage, including any incompatibilities
Segregate from foods and animal feeds. Segregate from acids. Segregate from oxidants
Suitable materials for containers: Carbon steel (Iron), High density polyethylene (HDPE), Low
density polyethylene (LDPE), Stainless steel 1.4301 (V2)
Further information on storage conditions: Containers should be stored tightly sealed in a dry place.
Storage stability:
Storage temperature: 16 - 27 °C
Protect against moisture.
The stated storage temperature is noted for health and safety in the workplace. With regard to
Quality, please refer to the product specific Technical Bulletin.
8. Exposure Controls/Personal Protection
No occupational exposure limits known.
Safety Data Sheet
ENERTITE
Revision date : 2C
G RESIN
Advice on system design:
Provide local exhaust ventilation to control vapours/mists.
Personal protective equipment
Respiratory protection:
Wear a NIOSH-certified (or equivalent) organic vapour/particulate respirator as needed.
Hand protection:
Chemical resistant protective gloves
Eye protection:
Wear face shield or tightly fitting safety goggles (chemical goggles) if splashing hazard exists.
Body protection:
Standard work clothes and shoes.
General safety and hygiene measures:
Avoid contact with skin. Handle in accordance with good industrial hygiene and safety practice. Wear
protective clothing as necessary to prevent contact. Avoid inhalation of vapours/mists. Wash soiled
clothing immediately.
9. Physical and Chemical Properties
Form:
liquid
Odour:
amine -like
Odour threshold:
No applicable information available.
Colour:
yellow
pH value:
9.5
Melting point:
0.00 °C
Boiling point:
100.00 °C
Sublimation point:
No applicable information available.
Flash point:
> 200.00 OF
Flammability:
not flammable
Lower explosion limit:
For liquids not relevant for
classification and labelling. The lower
explosion point may be 5 -15 °C '
below the flash point.
Upper explosion limit:
For liquids not relevant for
classification and labelling.
Autoignition:
> 250 °C
Vapour pressure:
< 0.1 hPa
(25 °C)
Density:
1.0000 g/cm3
(20.00 °C)
Relative density:
No applicable information available.
Vapour density:
No applicable information available.
Partitioning coefficient n-
Unspecified
octanol/water(log Pow):
Self -ignition
not self -igniting
temperature:
Thermal decomposition:
No decomposition if stored and handled as
prescribedlndicated.
Viscosity, dynamic:
350.000 mpa.s
( 25.00 °C)
Viscosity, kinematic:
No applicable information available.
(closed cup)
Safety Data Sheet
ENERTITE G RESIN
Revision date: 2017/10/12 Page: 6/12
Version:2.0 (30685345/SDS GEN US/EN)
Solubility in water:
slightly soluble
Solubility (quantitative):
No applicable information available.
Solubility (qualitative):
No applicable information available.
Evaporation rate:
Value can be approximated from
Henry's Law Constant orvapor
pressure.
Other Information:
If necessary, information on other physical and chemical
parameters is indicated in this section.
10. Stability and Reactivity
Reactivity
No hazardous reactions if stored and handled as prescribed/indicated.
Corrosion to metals:
No corrosive effect on metal.
Oxidizing properties:
Not an oxidizer.
Chemical stability
The product is stable if stored and handled as prescribed/indicated.
Possibility of hazardous reactions
No hazardous reactions if stored and handled as prescribed/indicated.
Conditions to avoid
Temperature: < 0 degrees Celsius
Incompatible materials
acids, oxidizing agents, isocyanates
Hazardous decomposition products
Decomposition products:
Hazardous decomposition products: carbon monoxide, carbon dioxide, nitrogen oxide, hydrogen
cyanide
Thermal decomposition:
No decomposition if stored and handled as prescribed/indicated.
11. Toxicological information
Primary routes of exposure
Routes of entry for solids and liquids are ingestion and inhalation, but may include eye or skin
contact. Routes of entry for gases include inhalation and eye contact. Skin contact may be a route
of entry for liquefied gases.
Acute Toxicity/Effects
Oral
Type of value: ATE
Value: 2,737 mg/kg
Safety Data Sheet
ENERTITE G RESIN
Revision date : 2017/10112 Page: 7/12
Version: 2.0 (30685345/SDS_GEN_US/EN)
Inhalation
No applicable information available.
Dermal
No applicable information available.
Assessment other acute effects
Assessment of STOT single:
Based on the available information there is no specific target organ toxicity to be expected after a
single exposure.
Origin of data: expertjudgement
Irritation / corrosion
Assessment of irritating effects: Corrosive! Damages skin and eyes. May cause severe damage to
the eyes.
Sensitization
Assessment of sensitization: The chemical structure does not suggest a sensitizing effect. No
applicable information available.
Aspiration Hazard
No aspiration hazard expected.
Chronic Toxicity/Effects
Repeated dose toxicity
Assessment of repeated dose toxicity: Repeated exposure may affect certain organs.
Genetic toxicity
Assessment of mutagenicity: The chemical structure does not suggest a specific alert for such an
effect. No applicable information available.
Carcinogenicity
Assessment of carcinogenicity: The chemical structure does not suggest a specific alert for such an
effect. No applicable information available.
Reoroductive toxicity
Assessment of reproduction toxicity: The chemical structure does not suggest a specific alert for
such an effect. No applicable information available.
Teratoaenicity
Assessment of teratogenicity: The chemical structure does not suggest a specific alert for such an
effect. No applicable information available.
Other Information
The product has not been tested. The statement has been derived from the properties of the
individual components.
Symptoms of Exposure
The most important known symptoms and effects are described in the labelling (see section 2)
and/or in section 11.
Medical conditions aggravated by overexposure
Data available do not indicate that there are medical conditions that are generally recognized as
being aggravated by exposure to this substance/product.
Safety Data Sheet
ENERTITE G RESIN
Revision date : 2017/10/12 Page: 8/12
Version:2.0 (30685345/SDS GEN US/EN)
12. Ecological Information
Toxicity
Aquatic toxicity
Assessment of aquatic toxicity:
Acutely harmful for aquatic organisms. Harmful to aquatic organisms, may cause long-term adverse
effects in the aquatic environment. The product has not been tested. The statement has been
derived from the properties of the hydrolysis products.
Toxicitv to fish
Information on: alpha-(2-Aminomethylethyl)-omega-(2-aminomethylethoxy)- poly(oxy(methyl-1,2-
ethanediyl))
LC50 (96 h) > 15 mg/l, Oncorhynchus mykiss (OECD Guideline 203, semistatic)
The details of the toxic effect relate to the nominal concentration. Limit concentration test only (LIMIT
test).
LC50 (96 h) 772.14 mgA, Cyprinodon variegatus (OECD Guideline 203, static)
The details of the toxic effect relate to the nominal concentration.
Information on: Brominated aromatic diol
LC50 (96 h) 12 mgA, Lepomis macrochirus (other)
Information on: 2-Propanol, 1-chloro-, phosphate (3:1)
LC50 (96 h) 51 mgA, Pimephales promelas (Fish test acute, static)
LC50 (96 h) 56 mgA, Brachydanio redo (Fish test acute, static)
Information on: N-(3-(dimethylamino)propyl)-N,N-dimethylpropane-1,3-diamine
LC50 (96 h) > 21.5 - < 46.4 mgA, Brachydanio rerio (OECD 203; ISO 7346; 84/449/EEC, C.1, static)
The statement of the toxic effect relates to the analytically determined concentration. The product will
cause changes in the pH value of the test system. The result refers to an unneutralized sample. After
neutralization no appreciable reduction in harmful effect can be observed.
Aquatic invertebrates
Information on: alpha-(2-Aminomethylethyl)-omega-(2-aminomethylethoxy)- poly(oxy(methyl-1,2-
ethanedlyl))
EC50 (48 h) 80 mgA, Daphnia magna (OECD Guideline 202, part 1, static)
The details of the toxic effect relate to the nominal concentration.
EC50 (48 h) 418.34 mg/l, Arcatia tonsa (Daphnia test acute, static)
The details of the toxic effect relate to the nominal concentration.
Information on: 2-Propanol, 1-chloro-, phosphate (3:1)
EC50 (48 h) 131 mg/1, Daphnia magna
Information on: N' (3-(dimethylamino)propyl)-N,N-dimethylpropane-1,3-diamine
EC50 (46 h) 24 mg/l, Daphnia magna (OECD Guideline 202, part 1, Flow through.)
The statement of the toxic effect relates to the analytically determined concentration
Acuatic plants
Information on: alpha-(2-Aminomethylethyl)-omega7(2-aminomethylethoxy)- poly(oxy(methyl-f,2r
ethanedlyl))
Safety Data Sheet
ENERTITE G RESIN
Revision date : 2017/10112 Page: 9/12
Version: 2 0 (30685345/SDS_GEN_MEN)
EC50 (72 h) 15 mg/I (growth rate), Pseudokirchneriella subcapitata (OECD Guideline 201, static)
The details of the toxic effect relate to the nominal concentration.
EC10 (72 h) 1.4 mg/1(growth rate), Pseudokirchneriella subcapitata (OECD Guideline 201, static)
The details of the toxic effect relate to the nominal concentration.
EC50 (72 h) 141.72 mg/l, Skeletonema costatum (ISO/DIS 10253, static)
The details of the toxic effect relate to the nominal concentration.
No observed effect concentration (72 h) 100 mg/l, Skeletonema costatum (ISO/DIS 10253, static)
The details of the toxic effect relate to the nominal concentration.,
Information on: N'-(3-(dimethylamino)propyl)-N,N-dimethylpropane-1,3-diamine
EC50 (72 h) 7.9 mg/I (biomass), algae (OECD Guideline 201, static)
No observed effect concentration (72 h) 1.2 mgA (biomass), algae (OECD Guideline 201, static)
Lowest observed effect concentration (72 h) 1.7 mg/I (biomass), algae (OECD Guideline 201, static)
Information on: 2-Propanol, 1-chloro-, phosphate (3:1)
EC50 (72 h) 82 mg1I (growth rate), Pseudokirchneriella subcapitata (OECD Guideline 201, static)
Nominal concentration.
Chronic toxicity to aquatic invertebrates
Information on: N'-(3-(dimethylamino)propyl)-N,N-dimethylpropane-1,3-diamine
No observed effect concentration (96 h) 3.5 mgA, Daphnia sp.
Information on: alpha-(2-Aminomethylethyl)-omega-(2-aminomethylethoxy)- poly(oxy(methyl-1,2-
ethanediyl))
No data available regarding toxicity to daphnids.
Information on: 2-Propanol, 1-chloro-, phosphate (3:1)
No observed effect concentration (21 d) 32 mg/I, Daphnia magna (OECD Guideline 202, part 2,
semistatic)
Nominal concentration.
Microorganisms/Effect on activated sludge
Toxicity to microorganisms
Information on: N'-(3-(dimethylamino)propyl)-N,N-dimethylpropane-1,3-diamine
activated sludge/EC20 (3 h): 170 mg/1
OECD Guideline 209 static
activated sludge/No observed effect concentration (3 h): 1,000 mg/l
OECD Guideline 209 static
activated sludge/EC50 (3 h): > 1,000 mgA
Information on: alpha-(2-Aminomethylethyl)-omega-(2-aminomethylethoxy)- poly(oxy(methyl-1,2-
ethanediyl))
OECD Guideline 209 aerobic
activated sludge of a predominantly domestic sewage/EC20 (3 h): 380 mgA
The details of the toxic effect relate to the nominal concentration.
Information on: 2-Propanol, 1-chloro-, phosphate (3:1)
Persistence and degradability
Assessment biodearadation and elimination (1-120)
Poorly biodegradable.
Safety Data Sheet
ENERTITE G RESIN
Revision date: 2017/10/12
Elimination information
Poorly biodegradable.
Bioaccumulative potential
Assessment bioaccumulatlon-potential
Does not significantly accumulate In organisms.
Mobility in soil
Assessment transport between environmental compartments
Adsorption to solid soil phase is not expected.
Additional information
Adsorbable organically -bound halogen (AOX):
This product contains no organically -bound halogen.
Other ecotoxicological advice:
The product has not been tested'. Do not discharge product into the environment without control.
13. Disposal considerations
Waste disposal of substance:
Incinerate in a licensed facility. Dispose of in a licensed facility. Do not discharge substance/product
into sewer system.
Container disposal:
Steel drums must be emptied and can be sent to a licensed drum reconditioner for reuse, a scrap
metal dealer or an approved landfill. Do not attempt to refill or clean containers since residue is
difficult to remove. Under no circumstances should empty drums be burned or cut open with gas or
electric torch as toxic decomposition products may be liberated. Do not reuse empty containers.
14. Transport Information
Land transport
USDOT
Hazard class: 8
Packing group: III
ID number: UN 1760
Hazard label: 8
Proper shipping name: CORROSIVE LIQUID, N.O.S. (contains N-[3-
(D I METHYLAM I NO)PROPYL]-N, N-D IMETHYLPROPAN E-1, 3-
DIAMINE)
Sea transport
IMDG
Hazard class: 8
Packing group: III
ID number: UN 1760
Hazard label: 8
Marine pollutant: NO
Proper shipping name: CORROSIVE LIQUID, N.O.S. (contains N-[3-
Safety Data Sheet
ENERTITE G RESIN
Revision date : 2017/10112 Page: 11/12
Version: 2.0 (30685345/SDS_GEN_US/EN)
(D IMETHYLAM I N O)PROPYL]-N, N-D I METHYLP ROPAN E-1, 3-
DIAMINE)
Air transport
IATA/ICAO
Hazard class: 8
Packing group: III
ID number: UN 1760
Hazard label: 8
Proper shipping name: CORROSIVE LIQUID, N.O.S. (contains N-[3-
(D I METHYLAM IN O)P ROPYL]-N, N-DI METHYLP ROPANE-1, 3-
DIAMINE)
15. Regulatory Information
Federal Regulations
Registration status:
Chemical TSCA, US released / listed
EPCRA 311/312 (Hazard categories): Refer to SIDS section 2 for GHS hazard classes applicable
for this product.
State reaulations
State RTK CAS Number Chemical name
PA 11146-6 diethylene glycol
Safe Drinking Water & Toxic Enforcement Act, CA Prop. 65:
WARNING: This product can expose you to chemicals including PROPYLENE OXIDE, which is
known to the State of California to cause cancer, and TOLUENE, which is known to the State of
California to cause birth defects or other reproductive harm. For more information, go to
www.P65Warnings,ca.gov.
[Other Prop 65 components may be present in the product.]
NFPA Hazard codes:
Health:3 Fire: 1 Reactivity: 1 Special:
HMIS III rating
Health: 3a Flammability: 1 Physical hazard:1
16. Other Information
SIDS Prepared by:
BASF NA Product Regulations
BIDS Prepared on: 2017/10/12
We support worldwide Responsible Care® initiatives. We value the health and safety of our
employees, customers, suppliers and neighbors, and the protection of the environment. Our
commitment to Responsible Care is integral to conducting our business and operating our facilities in
Safety Data Sheet
ENERTITE G RESIN
a safe and environmentally responsible fashion, supporting our customers and suppliers in ensuring
the safe and environmentally sound handling of our products, and minimizing the impact of our
operations on society and the environment during production, storage, transport, use and disposal of
our products.
IMPORTANT: WHILE THE DESCRIPTIONS, DESIGNS, DATA AND INFORMATION CONTAINED
HEREIN ARE PRESENTED IN GOOD FAITH AND BELIEVED TO BE ACCURATE, IT IS
PROVIDED FOR YOUR GUIDANCE ONLY. BECAUSE MANY FACTORS MAY AFFECT
PROCESSING OR APPLICATION/USE, WE RECOMMEND THAT YOU MAKE TESTS TO
DETERMINE THE SUITABILITY OF A PRODUCT FOR YOUR PARTICULAR PURPOSE PRIOR
TO USE. NO WARRANTIES OF ANY KIND, EITHER EXPRESSED OR IMPLIED, INCLUDING
WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, ARE
MADE REGARDING PRODUCTS DESCRIBED OR DESIGNS, DATA OR INFORMATION SET
FORTH, OR THAT THE PRODUCTS, DESIGNS, DATA OR INFORMATION MAY BE USED
WITHOUT INFRINGING THE INTELLECTUAL PROPERTY RIGHTS OF OTHERS. IN NO CASE
SHALL THE DESCRIPTIONS, INFORMATION, DATA OR DESIGNS PROVIDED BE CONSIDERED
A PART OF OUR TERMS AND CONDITIONS OF SALE. FURTHER, YOU EXPRESSLY
UNDERSTAND AND AGREE THAT THE DESCRIPTIONS, DESIGNS, DATA, AND INFORMATION
FURNISHED BY OUR COMPANY HEREUNDER ARE GIVEN GRATIS AND WE ASSUME NO
OBLIGATION OR LIABILITY FOR THE DESCRIPTION, DESIGNS, DATA AND INFORMATION
GIVEN OR RESULTS OBTAINED, ALL SUCH BEING GIVEN AND ACCEPTED AT YOUR RISK.
BASF CORPORATION WILL NOT MAKE ITS PRODUCTS AVAILABLE TO CUSTOMERS FOR
USE IN THE MANUFACTURE OF MEDICAL DEVICES WHICH ARE INTENDED FOR
PERMANENT IMPLANTATION IN THE HUMAN BODY OR IN PERMANENT CONTACT WITH
INTERNAL BODILY TISSUES OR FLUIDS.
END OF DATA SHEET
i . -
ENERTffE° G Open -cell
Spray Polyurethane Foam insulation
ENERTITE® G is a low -density open -cell spray polyurethane foam (SPF) insulation, formulated to meet GREENGUARD
Gold standards. This means stricter criteria including safety for sensitive individuals (such as children and the elderly)
and ensures the product is acceptable for use in school and healthcare facilities. By using our spray foam insulation
technology that expands in place to fills gaps and spaces, you can create a better indoor air environment while
reducing energy costs.
Why Choose ENERTITE® G?
• GREENGUARD Gold certification
• Low-VOC, low environmental impact
• R-value of 3.7 - 3.9 per inch
• Improve Indoor air quality
• Save energy and improve comfort
• Create a more airtight, quiet building
1-888-900-FOAM
BASF Corporation
1703 Crosspoint Avenue
Houston, TX 77054
Fax:713-383-4592
www.spf.basf.com
spfinfoObasf.com
1703-GOLDHOME
Applications:
• Homes
• Schools
• Hospitals
• Office buildings
• Multi -family housing
• Lodging
THEY ARE PROVIDED FOR OUCANCE ONLY. BECAUSE MANY FACTORS MAY AFFECT PROCESSING OR APPLICAMOWUSE, BASF RECOMMENDS THAT THE READER MAKE
TESTS TO DETERMINE THE SUITABILITY OF PRODUCT FOR A PARTIOUWi PURPOSE PRIOR TO USE. NO WARRANTIES OF ANY KIND, EITHER EXPRESSED OR IMPLIED,
INCLUDING WARRANTIES OF MERCHANTABILRY OR FITNESS FOR A FARTICUTAR PURPOSE, ARE MADE REGARDING PRODUCTS DESCRIBED OR DESIGNS, DATA OR
INFORMATION SET FORTH, OR THATTHE PRODUCTS, DESIGNS, DATA OR INFORMATION MAY BE USED WITHOUT INFRINGING THE INTELLECTUAL PROPERTY RIGHTS
OF OTHERS. IN NO CASE SHALL THE DESCRIPTIONS. INFORMATION. DATA OR DESIGNS PROVIDED BE CONSIDERED APART OF THE BASF TERMS AND CONDITIONS OF
DL en• the UL 10905 are tr dtehsfne of UL U C.
ENERTITL Is a reE sseted tradshesk 0 BASF Corporation.
0 2018 BASF C.Whttlon
We create chemistry
ATTENTION — THIS SIGN SHALL NOT BE REMOVED.
Caution: This is an unvented attic by design.
• No modification may be made to this unvented condition.
• The attic shall not be vented.
• Holes into the unvented attic shall be immediately repaired and sealed.
• Penetrations of the ceiling or wall membrane between the unventeld attic
and living space, other than the code required attic access, must be
protected in an approved manner.
• This unvented attic shall not be used for storage.
See Intertek Code Compliance Research Report CCRR-1032
for more details.
Additional Limitations of Use per CCRR-1032:
• Entry to the attic is only to service utilities and no storage is permitted.
• There are no interconnected attic areas.
• Air, in the attic is not circulated to other parts of the building.
• Combustion air is provided in accordance with IMC (International Mechanical
Code) Section 701 [Sections 701 and 703].
If any of these limitations are not met, follow ICC R316 code requirements for
thermal or ignition barrier fire protection. Call BASF Technical Applications for
any additional guidance, 800-706-071Z ext. 2
t1 Y1D
E6ertite G (NEW PRODUCT)
N
(' L j f
r
I J
ioo866-420
Certificate Number
09/25/2017- 08(i5/2os8
Certificate Period
Certified
Status
UL 2818 - 2oi3 Gold Standard for Chemical Emissions for Building Materials, Finishes and Furnishings
Wall finishes are determined compliant in accordance with California Department of Public Health (CDPH) Standard Method Vi.2-2017 using an Office Environment with an air change ofo.68 hr L and a loading of33.4o
mT.
Product tested in accordance with UL 2821 test method to show compliance to emission limits on UL 2818. Section 7.1 and 7.2.
Environment
UL FnvironmentinvestigaMtrepresmta[ive somples of the ider edProdecrysJto dvideatTed Standard(s)orotherropEnanentz m acmrdame with theagreemeM and any applim64 Program s Ice terms in piace benvern UL Fnmmonnentandthe Corbf to Holder(caUedively Agreement --
The Certykate Holderisaudwouedto osethe UL FwranmentMarkfortheident)iedP docgs)monufa mdathepraduabn sWs)mvendbytheLcETestRgoM in accordance wdhthetemu oftheAgremieat This Cereficavb wlidfmthel&nbfieddetesonLe themisnon�mpho wah
GREENGUARD Gold Certification Criteria for Building Products and Interior Finishes
Criteria
i CAS Number
Maximum Allowable
Predicted Concentration
Units
TVOC(A)
0.22
mg/m3
{ Formaldehyde
! 50-00-0 ¢
_ 9 (7.3 ppb)
µgJm3
Total Aldehydes (a)
f
0.043 (
PPm
4-Phenylcyclohexene
4994-i6-5
6.5 I
µg/m3
I Particle Matter less than to µm (c)
20
119/m3
i-Methyl-2-pyrrolidinone(o)
f 872-50-4
16o
µg/m3
1 Individual VOCs (E)
i'
i !
1/2 CREL
or
1/loothTLV
(A) Defined to be the total response of measured VOCs falling within the Cs —Ctb range, with responses calibrated to a toluene surrogate. Maximum
allowable predicted TVOC concentrations for GREENGUARD Gold (0.22 mg/m3) fall in the range of0.5 mg/m3 or less, as specified in CDPH Standard
Method v1.1.
(e) The sum of all measured normal aldehydes from formaldehyde through nonanal, plus benzaldehyde, individually calibrated to a compound specific
standard. Heptanal through nonanal are measured via TD/GC/MS analysis and the remaining aldehydes are measured using HPLCJUV analysis.
(O Particle emission requirement only applicable to HVAC Duct Products with exposed surface area in air streams (a forced air test with specific test
method) and for wood finishing (sanding) systems.
(o> Based on the CA Prop 65 Maximum Allowable Dose Level for inhalation of 3,200 jig/day and an inhalation rate of 20 m3/day
(E> Allowable levels for chemicals not listed are derived from the lower of 1/2 the California Office of Environmental Health Hazard Assessment (OEHHA)
Chronic Reference Exposure Level (CREL) as required per the CDPH/EHLB/Standard Method v1.1 and BIFMA level credit 7.6.2 and 1/100th of the
Threshold Limit Value (TLV) industrial work place standard (Reference: American Conference of Government Industrial Hygienists, 6500 GIenway,
Building D-7, and Cincinnati, OH 45211-4438).
M
Environment
UL EnNmnmentinvestigatedaaresmtaaesamples oftheidentWProdua(s)tothe afennfidStaxf.*()arothermyairemernz inacrordarce withthe agreements and any appbmbleprogm sevae rears in platy between UL E wmnmeat andthe C.Mficatz Hdder(maecb'vely•Agreeacent7.
the Cergfmte Holdefisauthorizedtoase the UL Ermmn Markfortheidenhfied Prodixi(s)manufac dattheprodaaion Wi )roveredbythe UIXTs Repart, in acrordwn with the tmmaftheAgreemat AesCenifiwte6 vob'dfarHeiderrofieddatesanlessthereisnOn Ptla ewdh
I
F. fir ®G,t�` iL" , r(Uj _AXVk1bW0_�161V§§ �f J
Residential attics can be designed and constructed to be either vented or unvented in any hygro-
thermal zone. Either method is utilized to address or control ice dams, moisture accumulation
and heat gain. From BASF Tech Tip # 5, we find that in non -vented cathedral or attic spaces
insulated with Enertite®, the open -cell spray foam eliminates the need to insulate ductwork and
piping, creates a conditioned space In which the HVAC equipment will operate more efficiently,
and effectively eliminates'hot and'cold spots.
It is important for Builders, Designers and Contractors to understand Ignition and Thermal Barrier
requirements per local Code when using foam plastics in residential attic applications.
The 2015 International Residential Code (IRC R316.4 "Thermal barrier") requires that "foam
plastic shall be separated from the interior of a building by an approved thermal barrier of not
less than 1/2-inch (12.7 mm) gypsum wallboard, 23/32-inch' (18.2 mm) wood structural panel or
a material that is tested idaccordance with and meets the acceptance criteria of both the
Temperature Transmission Fire Test and the Integrity Fire Test of NFPA 275."
Some attics or crawl spaces will qualify (per R316.5.3) to allow for foam plastics without -the use
of a thermal barriers, when the space is entered only for purposes of repair or maintenance (i.e.
no storage), where the foam is protected against ignition using one of the listed prescriptive
ignition barrier (IB) materials.
Allowing for further flexibility, the IRC created an exemption in section R316,6 "Specific
approval', which states "Foam plastic not meeting the requirements of Sections R315.3 through
R316.5 shall be specifically approved based on one of the following approved tests: NFPA 286
with the acceptance criteria cf Section R302.9.4, FM 4880, UL 1040 or UL 1715, orfire tests related
to actual end -use configurations." Leveraging this alternative. BASF conducted end -use
configuration testing allowing designers. builders or contractors the option to eliminate the
prescribed ignition barrier when using the Enertite° open -cell foam system as part: of an
Unvented Attic Assembly as indicated in Intertek Code Compliance Research Report CCRII-1032
BASF has conducted end use configuration testing (per IRC Section 316.6 and IBC 2603.9) and
analysis to qualify the use of BASF Enertite® NM and Enertite® G series insulations without a
prescriptive ignition barrier or intumescent coating in unvented attics conforming with 21315 IRC
Section R806.5 [806.4 in 2012) and R316.5.3 as described above. The BASF Enertite® insulations
may be installed perthe details of CCRR-1032, without the prescriptive ignition barrier, when the
following requirements are met:
Rev. 5/2018
BASF corporation- Inside Technical Sales
1703 Crosspoint Avenue
Houston, TX 77054
Tel: (Toll Free) 800-706-0712—Option 2
(Direct) 713383-4513
vmv.spf.basf.com
Page 2 r Tech Tip # 25
a) Entry to the attic or crawl space is only for the service of utilities and no storage is permitted)
b) There are no interconnected attic or crawl space areas
c) Air in the attic or crawl space is not circulated to other parts of the building
d) Attic ventilation is provided when required by IRC section R806 / IBC Section 1203.2 (Except:
Enertite Series insulation is an air impermeable insulation and thus permitted in unvented
attics in accordance with 2015 IRC Section R806.5 / 2015 IBC Section 1203.3)
e) Combustion air is provided in.accordance with International Mechanical Code section 701
The design requirements when using Enertite NM or Enertite® G in Unvented Attics without th'e:
prescribed ignition barriers (or alternative IB coatings) include the following:
1- Minimum thickness of 3.5",Enertite over the roof deck and wall surfaces.
2- Maximum thickness of 16" on the underside of roof sheathing oron vertical wall surfaces.
3- Rafters may be left without foam coverage, or may be covered with foam up to the
maximum thickness.
4- Attic access complying with IRC Section 807 must,be installed. This access may be either
an outward opening access (toward the living space) horizontally placed in the attic floor,
OR a Rockfon Pacific ceiling tile asthe access panel (in lieu of -gypsum board or an outward)
opening hatch access).
This Rockfon ceiling panel pop-up access, or outward opening access may be red ucedl
to a minimum 19" x 19" size, as long as there is another code -compliant sized attic
access installed.
5- Items penetrating the roof deck or walls, such as skylight wells or vents, must be covered)
with a minimum of 1.5" of Enertite° insulation. .
6- Signage shall be permanently affixed in the attic and shall be visible from all points within
the attic.
For further details, reference CCRR-1032 and your respective local code requirements. Follow all)
local codes and secure professional design expertise when deciding on materials and methods.,
Any technical advice furnished or recommendation made by the authors concerning any use or application of anyproduct is believed to be reliable,.
but the authors make no warranty, either express or Implied, as to Its accuracy or completeness or of the results to be obtained. With regard to
any handling of any IIASFproduct the end user assumes full responsibilityfor quality control, testing and determination of suitability of product
for its intended application or use.
For any additional information about BASF spray foam systems, please visit www.spf.basf.com
To speak with a technical sales representative, please call 800-706-0712 x2.
BASF corporation. Inside Technical Sales
1703 Crosspoint Avenue
Houston, TX 77054
Tel: (roll Free) 800-706-0712 — Option 2
(Direct) 713.383-4513
vmw.spf.basf.com
Rev. 5/2018
r
9 u BASF
We create chemistry
Wednesday, December 20, 2017
To Whom It May Concern:
Enertite® NM and Enertite® G open -cell foam systems have been approved for use without
an ignition barrier in residential attic applications. BASF is proud to introduce this revised
unvented attic insulation assembly to our current offerings, now including an alternative
attic access. The unvented attic assembly was approved following comprehensive research
and close consultation with Intertek to ensure all testing met the high safety standards required
by Intertek. Code Compliance Research Report 1032 (CCRR-1032) for the BASF Enertite®
Series has been edited with the following approval language (emphasis added):
4.4.2.2 Unvented Attics, BASF has conducted end use configuration testing (per IRC Section
316.6 and IBC 2603.9) and analysis to qualify the use of BASF Enertite® NM and Enertite® G
insulations without a prescriptive ignition barrier or intumescent coating in unvented attics
conforming with 2015 IRC Section R806.5 [806.4] and 2015 IBC 1203.3 (Note that unvented
attics were not addressed the 2012 or earlier versions of the IBC). The testing and analysis is
described in Priest & Associates EEV 10419 Revision 1, dated December 20, 2016. The
conclusions of that evaluation are as follows: When Enertite® NM or Enertite G® are applied in
unvented attics conforming to IRC Section R806.5 [2009 - R806.4], the insulation may be applied
to the underside of roof sheathing and/orrafers, and to vertical surfaces to a minimum thickness
of 3.5 inches (88.9 mm). Rafters may be left without foam coverage or may be covered with
foam up to the maximum thickness allowed. Maximum thickness on the underside of roof
sheathing or on vertical wall surfaces is 16 inches. The insulations may be left exposed to the
attic without a prescriptive ignition barrier or an intumescent coating. The attic must have
attic access complying with IRC Section 807, horizontally placed in the attic floor and opening
outward toward the living space. For items penetrating the roof deck or walls, such as skylight
wells or vents, the penetrating item exposed to the attic must be covered with a minimum of 1.5
inches of Enertite® NM or Enertite® G insulation.
Unvented attics compliant with this design are required to be identified with signage as per
CCRR-1032 Section 5.6.2, to be placed in the attic and to be visible from all points in the attic.
See enclosed copy of the BASF sign that is available to you. See additional limitations and
conditions of use in CCRR-1032.
Alternative attic access has also been approved by Priest & Associates (EEV 10403H) based
upon 3'" party pressure testing they analyzed, allowing the following material to provide the
equivalent performance of the outward opening attic hatch:
Rockfon "Pacific" Ceiling Tiles, by Roxul — Model 201 Square Edge (cut to fit code
compliant 22" x 39' [or larger] scuttle hole opening, laid on%" x W trim)
Please visit our website www.spf.basf.com or download the full CCRR-1032 by searching BASF
at https://whdirectory.intertek.com
BASF Technical Service Department — Codes & Credentials
Performance Materials - Construction
BASF Corporation • 1703 Crosspoint Avenue, Houston, TX 77054, United States
Customer Service: 1-800-888-3342 1 Inside Technical Sales: 1-800-706-0712I w ww.sof.basf.corn
Thp standard chnicp in -c;mnnth surface-
Pacific°
r•
The standard choice in smooth surface, value for
money tiles.
Pacific is Ideally suited to a simple, basic It is available with E-edges for a semi-
ceiling when standard sound absorption concealed look and A -edges for an exposed
\
is required, grid application,
Less than half the weight of traditional
ceiling tiles, Pacific is easy to carry,
cut and install.
ASSORTMENT
A15
600x600x15
1.91
100
- System .SY15
A24 �-
_600x600x15—
- -,.,il 1.9 �- -- -
- - 100
�- System SY24XL---I
1200 a600x 15
1.9
100
System SY24
E15
600 x 600 x 15
2.4
100
System SY15
� E24
-600x600x15
2.4
100 - �
System SY24XL
-
!
1200 x 600 x 15
2.4
400.
System SY24
Ms- Minimum ku pen bo
—n
nn %yyF
X1 t
r
f
1
SOUND ABSORPTION
A Sound absorption has been measured in accordance with ISO 354. Sound absorption
data %, 0k,, and absorption class are calculated in accordance with 150 11654.
Noise Reduction Coefficient (NRC) is calculated in accordance with ASTM C423.
IQ
0.9
0.8
0.7 0
0.6 —
0.5
0.4
0.2
0.a
0.1
Thlhness (mm)/ 005z z �0 1� 0 200 4ki) a,, NRC
Suspension(w.eu-no x z z
• 15/7DO 0.40 0.65 0.65 0.65 0.70 0.70 0.70 C 0.65
FIRE PERFORMANCE
General: Rockfon ceiling tiles have a core of stone wool, Stone wool is non-
combustible with a melting point of more than 1000°C.
Reaction to fire: Class Alin accordance with EN 13501-1.
Fire Protection: The fire resistant properties of stone wool ensure Rockfon ceiling
tiles provide fire protection in construction. The fire protection properties of Rockfon,
ceilings have been tested and classified in accordance with European norm EN 13501-2
and/or national norms depending on requirements in national building codes.
HUMIDITY RESISTANCE AND DIMENSIONAL STABILITY
(FLEXURAL TENSILE STRENGTH)
Rockfon ceiling tiles are dimensionally stable even at humidity levels of up to 1 OM/6 RH
and can be installed at all temperatures ranging from 0°C to 400C.
No acclimatisation is necessary.
Pacific is classified as Class 1/C/0N in accordance with EN 13964. However, certain
module sizes (width above 700 mm) are class [2/C/ONI
®LIGHT REFLECTION
White, 85% diffuse light reflection in accordance with ISO 7724-2.
I
®HYGIENE
Stone wool has no nutritional value and therefore it provides no sustenance to harmful
microorganisms.
(� CLEANING
U� The surface can be vacuum cleaned with a soft brush attachment.
®AFTERCARE
The tiles can be post factory treated with a re -finishing paint, e.g. a PVA water based
latex paint. The paint should be applied with an airless spray in a low amount (no
brushing or rolling). Rockfon advises the use of the smallest amount of paint in order
to minimise reduction in sound absorption. The surface of the tiles must be clean and
dry and the existing paint surface must be firmly adhered to the file prior to refinishing.
Heavily discoloured tiles should be replaced.
Disclaimer: The application of refinishing paint will influence acoustic properties and fire
safety performance. Rockfon takes no responsibility for these properties after treatment.
®ENVIRONMENT
A representative selection of Rockfon products have been awarded the
Danish Indoor Climate label and the Finnish Indoor Climate Label (Ml).
Pacific is recyclable.
02.2011
ACTIVATE YOUR CEILING
Rockfon® develop intelligent ceiling solutions which actively address
a number of important issues in modern buildings and renovation projects
Rockfon products are known for their design, aesthetics and ease of
Installation; coupled with the key performance features of superior fire
resistance and acoustics.
This ensures that our ceiling solutions are among the highest performing,
most cost effective and time efficient in today's Interiors market.
The comprehensive ceiling solution portfolio from Rockfon ensures that our
customers are able to actively add value to the construction process, by
ultimately creating superior interior environments.
That is why we say "ACTIVATE YOUR CEILING".
Rockfon
(Rockwool AIS)
Hovedgaden 501
DK-2640 Hedehusene
Denmark
Tit: (+45) 46 56 85 45
Fax: (+45) 46 56 40 30
www.rockfon.com
export®rockfon.com
All colour codes mentioned are based on the NCS - Natural Colour
System00 property of and used on licence from NCS Colour AB, Stockholm
2010
Subject to alterations in range and product technology without prior
notice. Rockfon accepts no responsibility for printing errors.
Local Rockfon dealer
4
OFFICE USE ONLY:
4
DATE FILED: d' "7
REVISION FEE: -k-11 p0
PERMIT # 4 15
V ^ O�
RECEIPT # _L6
PLANNING & DEVELOPMENT SERVICES RECEIVED
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652 AUG 2 8 2019
(772)462-1553
ST. Lucie County, P D
APPLICATION FOR BUILDING PERMIT REVISIONS BY
PROJECT INFORMATION St. Lucie County
LOCATION/SITE
DETAILED DESCRIPTION OF PROJECT
RFViCT(1NRe r
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CEjT. #:
BUSINESS NAME: c GZuGii�g�G�
QUALIFIERS NAME:1�,�}� Ll� nyiZr
ADDRESS: , 42S/ nJG ' 09
CITY: &daj' STATE: FLZIP: Z-3179
PHONE(DAYTIME):77$b-,Tg7-L%7a FAX:
OWNERIBUILDER INFORMATION:
NAME: /}/ocCr AaC-z ��H s��a .�1.���, !C C---
ADDRE�'
CITY: Ynn i c /_.�c STATE: �/ ZIP: Z.V19Se(z
PHONE (DAYTIME: FAX
NAME: ygV /
ADDRESS:
CITY:
PHONE (DAYTIME):
INFORMATION:
STATE:
PAA:
ZIP:
SLCCC: 9123109
Revised 06130117 FILE COPY
REVIRION
CJ
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE
Rt GUIvtu
AUG��7
fir. Lucie County, Permitting
F INSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: NOEL RESIDENCE
Builder Name: RAPHAEL HENRI
Street: 12103 RIVERBEND
ROAD
Permit Office: ST LUCIE COUNTY
City, State, Zip: PORT ST LUCIE, FL,
Permit Number:
Owner:
Jurisdiction: ST LUCIE COUNTY
Design Location: FL, Fort Pierce
County: St. Lucie (Florida Climate Zone 2 )
1. New construction or epsting
New (From Plans)
9. Wall Types (4110.0 sqft.)
Insulation Area
2. Single family or multiple family
Single-family
a. Concrete Block - Erd Insul, Exterior
R=4.1 3750.00 ft2
b. Frame- Wood, Adjacent
R=13.0 360.00 ft2
3. Number of units, if multiple family
1
c. N/A
R= ft2
4. Number of Bedrooms
3
d. N/A
R= ft2
5. Is this a worst case?
No
10. Ceiling Types (4747.0 sqft.)
Insulation Area
a. Roof Deck (Unvented)
R=30.0 4747.00 ft2
6. Conditioned floor area above grade (ft2)
4746
b. N/A
R= ft2
Conditioned floor area below grade (ft2)
0
c. N/A
R= ft2
11. Ducts
R ft2
7. Windows(742.0 sqft.) Description
Area
a. Sup: Attic, Ret: Attic, AH: AHU 1
6 200
a. U-Factor: Sgl, U=0.58
486.00 ft2
b. Sup: Attic, Ret: Attic, AH: Attic
6 125
SHGC: SHGC=0.24
c. Sup: Attic, Rat: Attic, AH: Attic
6 125
b. U-Factor: Sgl, U=0.65
168.00 112
12. Cooling systems
kBtu/hr Efficiency
SHGC: SHGC=0.21
a. Central Unit
46.5 SEER:16.00
b. Central Unit
17.9 SEER:16.00
c. U-Factor: Sgl, U=0.33
88.00 ft2
c. Central Unit
17.9 SEER:16.00
SHGC: SHGC=0.16
13. Heating systems
kBtu/hr Efficiency
d. U-Factor: N/A
ft a.
Electric Strip Heat
34.0 COPA.00
SHGC:
b. Electric Strip Heat
17.0 COP:1.00
Area Weighted Average Overhang Depth:
6.147 ft.
c. Electric Strip Heat
17.0 COP:1.00
Area Weighted Average SHGC:
0.224
14. Hot water systems
a. Electric
Cap: 40 gallons
8. Floor Types (4746.0 sqft.)
Insulation Area
EF: 0.980
a. Slab -On -Grade Edge Insulation
R=0.0 4746.00 ft2
b. Conservation features
b. WA
R= ft
None
c. WA
R= ft2
15. Credits
None
Glass/Floor Area: 0.156
Total Proposed Modified Loads: 131.29
PASS
Total Baseline
Loads: 140.48
I hereby certify that the plans and specifications covered by
Review of the plans and
STgpA
this calculation are in compliance with the Florida Energy
specifications covered by this
�4KSE
Code.
calculation indicates compliance
with the Florida Energy Code.
PREP DM�QSMAR266IM20
Before construction is completed'
DATE: v�
this building will be inspected for
compliance with Section 553.908
.
-. t- a
I hereby certify that this building, as
esigned ' in compliance
Florida Statutes.
with the Florida Energy Code.
COp (Rv
OWNER/AGENT:
BUILDING OFFICIAL:
DATE:
DATE:
i
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
- Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires
an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). / /o I- d0 SZ
EV1E3 1®N FSLEC®PY
8/21/2019 2:42 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 6
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title:
NOEL RESIDENCE
Bedrooms: 3
Address Type: Street Address
Building Type:
User
Conditioned Area: 4746
Lot#
Owner Name:
Total Stories: 1
Block/SubdMslon:
# of Units:
1
Worst Case: No
PlalBook:
Builder Name:
RAPHAEL HENRI
Rotate Angle: 0
Street: 12103 RIVERBEND RO
Permit Office:
ST LUCIE COUNTY
Cross Ventilation:
County: St. Lucie
Jurisdiction:
ST LUCIE COUNTY
Whole House Fan:
City, State, Zip: PORT ST LUCIE,
Family Type:
Single-family
FL,
New/Ebsting:
New (From Plans)
Comment:
CLIMATE
Design Temp
Int Design Temp Heating Design Daily Temp
V Design Location
TMY Site 97.5 % 2.5 %
Winter
Summer Degree Days Moisture Range
FL, Fort Pierce FL_VERO_BEACH_MUNI 39 90
70
75 299 62 Low
BLOCKS
Number
Name
Area Volume
1
Blockl
2914 29140
2
Block2
908 9080
3
Block3
924 9240
SPACES
Number
Name
Area Volume Kitchen Occupants
Bedrooms
Infil ID Finished Cooled Heated
1
AHU 1
2914 29140 Yes 0
2
1 Yes Yes Yes
2
AHU 2
908 9080 No 0
0
1 Yes Yes Yes
3
AHU 3
924 9240 No 0
1
1 Yes Yes Yes
FLOORS
#
Floor Type
Space Perimeter Perimeter R-Value
Area
Joist R-Value Tile Wood Carpet
1 Slab -On -Grade Edge Insulation AHU 1 159 It 0
2914 ft'
__ 1 0 0
2 Slab -On -Grade Edge Insulation
AHU 2 70 ft 0
908 ft2
1 0 0
3 Slab -On -Grade Edge Insulation AHU 3 122 ft 0
924 ft2
__ 1 0 0
ROOF
/
Roof Gable Roof
Red
Solar SA Emitt Emitt Deck Pitch
V #
Type
Materials Area Area Color
Barr
Absor. Tested Tested Insul. (deg)
1
Hip
Barrel tile 5308 ft2 0 ft2 Medium
N
0.6 No 0.9 No 30 26.6
ATTIC
/
V #
Type
Ventilation Vent Ratio (1 in)
Area
RSS IRCC
1
Full attic
Unvented 0 4746 ft2.
N N
8/21/2019 2:42 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 6
FORM R405-2017
INPUT SUMMARY CHECKLIST REPORT
CEILING
#
Ceiling Type
Space
R-Value
Ins Type
Area
Framing Frac Truss Type
1
Under Attic(Unvenled)
AHU1
0
Blown
2914 ft2
0.11
Wood
_
2
Under Attic(Unvenled)
AHU2
0
Blown
908 ft'
0.11
Wood
3
Under Attic(Unvenled)
AHU3
0
Blown
925 ft2
0.11
Wood
WALLS
Adjacent
Cavity
Width
Height
Sheathing Framing Solar Below
Space
1
E
Exterior
Concrete Block- Ext Insul
AHU 1
4.09999
34
10
340.0 ft2
0
0 0.600000 0
_ 2
S
Exterior
Concrete Block - Ext Insul
AHU 1
4.09999
42
10
420.0 ft'
0
0 0.600000 0
_ 3
W
Exterior
Concrete Block- Ext Insul
AHU 1
4.09999
65
10
650.0 ft'
0
0 0.600000 0
4
N
Exterior
Concrete Block - Ext Insul
AHU 1
4.09999
28
10
280.0 ft2
0
0 0.600000 0
_ 5
E
Exterior
Concrete Block - Ext Insul
AHU 2
4.09999
30
10
300.0 ft2
0
0 0.600000 0
_ 6
W
Exterior
Concrete Block - Ext Insul
AHU 2
4.09999
22
10
220.0 W
0
0 0.600000 0
_ 7
N
Exterior
Concrete Block - Ext Insul
AHU 2
4.09999
32
10
320.0 ft2
0
0 0.600000 0
8
E
Exterior
Concrete Block - Ext Insul
AHU 3
4.09999
27
10
270.0 ft2
0
0 0.600000 0
_ 9
S
Exterior
Concrete Block - Ext Insul
AHU 3
4.09999
47
10
470.0 ft2
0
0 0.600000 0
_ 10
W
Exterior
Concrete Block - Ext Insul
AHU 3
4.09999
31
10
310.0 ft2
0
0 0.600000 0
11
N
Exterior
Concrete Block - Ext Insul
AHU 3
4.09999
17
10
170.0 ft2
0
0 0.600000 0
_ 12
E
Garage
Frame - Wood
AHU 1
13
28
10
280.0 ft'
0
0.25 0.600000 0
13
N
Garage
Frame - Wood
AHU 1
13
8
10
80.0 ft2
0
0.25 0.600000 0
WINDOWS
Orientation shown is the entered, Proposed orientation.
/
Wall
Overhang
V
#
Omt ID
Frame Panes NFRC
U-Factor
SHGC
Imp
Area
Depth
Separation
Int Shade Screening
1
E
1
Metal Low-E Single
Yes
0.58
0.24
N
48.0 ft2
6 ft 0 in
1 ft 4 in
Drapes/blinds Exterior 5
2
E
1
Metal Low-E Single
Yes
0.58
0.24
N
36.0 ft2
6 ft 0 in
1 It 4 in
Drapes/blinds Exterior 5
3
E
1
Metal Low-E Single
Yes
0.65
0.21
N
48.0 ft2
6 ft 0 in
1 ft 4 in
Drapes/blinds Exterior 5
4
S
2
Metal Low-E Single
Yes
0.65
0.21
N
48.0 ft2
1 ft 6 in
1 ft 4 in
Drapes/blinds Exterior 5
5
S
2
Metal Low-E Single
Yes
0.58
0.24
N
18.0 112
14 It 0 in
1 ft 4 in
Drapes/blinds Exterior 5
6
S
2
Metal Low-E Single
Yes
0.58
0.24
N
48.0 ft2
14 It 0 in
1 ft 4 in
Drapes/blinds Exterior 5
7
S
2
Metal Low-E Single
Yes
0.33
0.16
N
21.3 ft2
14 It 0 in
1 ft 4 in
Drapes/blinds Exterior 5
8
W
3
Metal Low-E Single
Yes
0.33
0.16
N
18.7 ft'
14 It 0 in
1 ft 4 in
Drapes/blinds Exterior 5
9
W
3
Metal Low-E Single
Yes
0.65
0.21
N
72.0 ft2
14 It 0 in
1 ft 4 in
Drapes/blinds Exterior 5
10
W
3
Metal Low-E Single
Yes
0.58
0.24
N
36.0 ft'
1 ft 6 in
1 ft 4 in
Drapes/blinds Exterior 5
11
W
3
Metal Law-E Single
Yes
0.58
0.24
N
12.0 ft'
1 ft 6 in
1 ft 4 in
Drapes/blinds Exterior 5
12
N
4
Metal Low-E Single
Yes
0.58
0.24
N
12.0 ft'
1 ft 6 in
1 It 4 in
Drapes/blinds Exterior 5
13
N
4
Metal Low-E Single
Yes
0.58
0.24
N
18.0 ft'
1 ft 6 in
1 ft 4 in
Drapes/blinds Exterior 5
14
N
4
Metal Low-E Single
Yes
0.33
0.16
N
24.0 ft2
1 ft 6 in
1 ft 4 in
Drapes/blinds Exterior 5
15
E
5
Metal Low-E Single
Yes
0.33
0.16
N
24.0 ft2
1 ft 6 in
1 It 4 in
Drapes/blinds Exterior 5
16
E
5
Metal Low-E Single
Yes
0.58
0.24
N
12.0 ft'
1 ft 6 in
1 It 4 in
Drapes/blinds Exterior 5
17
W
6
Metal Low-E Single
Yes
0.58
0.24
N
36.0 ft'
1 ft 6 in
1 It 4 In
Drapes/blinds Exterior 5
18
N
7
Metal Low-E Single
Yes
0.58
0.24
N
48.0 ft2
1 ft 6 in
1 ft 4 in
Drapes/blinds Exterior 5
19
E
8
Metal Low-E Single
Yes
0.58
0.24
N
16.0 ft2
1 ft 6 in
1 ft4 in
Drapes/blinds Exterior 5
20
E
8
Metal Law-E Single
Yes
0.58
0.24
N
12.0 ft'
1 ft 6 in
1 ft4 in
Drapes/blinds Exterior 5
8/21/2019 2:42 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 6
J
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
WINDOWS
Orientation shown is the entered, Proposed orientation.
V #
Wall
Omt ID Frame Panes
NFRC
Overhang
U-Factor SHGC Imp Area Depth Separation
Inl Shade
Screening
_ 21
22
_ 23
_ 24
25
S 9 Metal Low-E Single
S 9 Metal Low-E Single
W 10 Metal Low-E Single
W 10 Metal Low-E Single
W 10 Metal Low-E Single
Yes
Yes
Yes
Yes
Yes
0.58 0.24 N 24.0 ft' 1 fl6 in 1 ft 4 in
0.58 0.24 N 36.0 ft' 1 fl6 in 1 ft 4 in
0.58 0.24 N 18.0 ft' 10 ft 0 in 1 ft 4 in
0.58 0.24 N 24.0 1112 10 ft 0 in 1 ft 4 in
0.58 0.24 N 32.0 ft' 10 It 0 in 1 ft 4 in
Drapes/blinds
Drapes/blinds
Drapes/blinds
Drapes/blinds
Drapes/blinds
Exterior 5
Exterior 5
Exterior 5
Exterior 5
Exterior 5
GARAGE
#
Floor Area Ceiling Area
Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1
812 ft' 812 ft2
36ft loft
11
INFILTRATION
# Scope
Method
SLA
CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50)
.000445
5537 303.97 571.67 .1685
7
HEATING SYSTEM
#
System Type
Subtype
Efficiency Capacity
Block
Ducts
1
_ 2
3
Electric Strip Heat/
Electric Strip Heat/
Electric Strip Heat/
None
None
None
COPA 34 kBtu/hr
COP:1 17 kBtu/hr
COPA 17 kBtu/hr
1
2
3
sys#1
sys#2
sys#3
COOLING SYSTEM
#
System Type
Subtype
Efficiency Capacity Air Flow
SHR Block
Ducts
1
2
3
Central Unit/
Central Unit/
Central Unit/
None
None
None
SEER: 16 46.5 kBtu/hr 1395 cfm
SEER: 16 17.9 kBtu/hr 537 cfm
SEER: 16 17.9 kBtu/hr 537 cfm
0.8 1
0.8 2
0.8 3
sys#1
sys#2
sys#3
HOT WATER SYSTEM
#
System Type SubType
Location
EF Cap Use SetPm
Conservation
1
Electric None
Garage
0.98 40 gal 60 gal 120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Carl # Company Name
Collector
System Model # Collector Model # Area
Storage
Volume
FEF
None None
ft'
8/21/2019 2:42 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6lh Edition (2017) Compliant Software Page 4 of 6
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
DUCTS
— Supply—
-- Return ----
Air
CFM 25
CFM25
HVAC #
V #
Location R-Value Area
Location
Area
Leakage Type
Handler
TOT
OUT
ON
RLF
Heat Cool
1
Attic
6 200 ft'
Attic
20 ft'
Default Leakage
AHU 1
(Default) c(Default) c
1 1
2
Attic
6 125 ft'
Attic
13 ft2
Default Leakage
Attic
(Default) c(Default) c
2 2
3
Attic
6 125 ft'
Attic
13 ft'
Default Leakage
Attic
(Default) c(Default) c
3 3
TEMPERATURES
Thermostat:
ProgramableDec
Ceiling Fans:Cooli
tp
:X'�N FebrD(��
f
Mayrr
fr Julfr
n ri
ri
�[X]]
r
r[X']
Nov
fNovrX]�
Dec
Venting [ ] Jan
[ ] Feb
[X] Mar
Apr
May
Jun Jul
Aug
[) Sep
Ocl
[X]
[ ]
Thermostat Schedule:
HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5 6
7
8
9
10
11
12
Cooling (WD)
AM
78
78.
78
78
78 78
78
78
78
78
78
78
PM
78
78
78
78
78 78
78
78
78
78
78
78
Cooling(WEH)
AM
78
78
78
78
78 78
78
78
78
78
78
78
PM
78
78
78
78
78 78
78
78
78
78
78
78
Heating (WD)
AM
68
68
68
68
68 68
68
68
68
68
68
68
PM
68
68
68
68
68 68
68
68
68
68
68
68
Heating (WEH)
AM
68
68
68
68
68 68
68
68
68
68
68
68
PM
68
68
68
68
68 68
68
68
68
68
68
68
8/21/2019 2:42 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6lh Edition (2017) Compliant Software Page 5 of 6
FORM R4O5-2017
INPUT SUMMARY CHECKLIST REPORT
MASS
Mass Type
Area
Thickness
Furniture Fraction
Space
Default(8 lbs/sq.ft.
0 ft2
Oft
0.3
AHU 1 CLST
Default(8 lbs/sq.ft.
ft2
ft
0.3
KITCHEN
Default(8 lbs/sq.ft.
ft2
ft
0.3
DINING
Default(8 lbs/sq.ft.
ft2
ft
0.3
GREAT ROOM
Default(8 lbs/sq.ft.
ft-
ft
0.3
PANTRY
Default(81bs/sq.ft.
ft2
ft
0.3
LIBRARY
Default(8 lbs/sq.ft.
ft2
It
0.3
LAUNDRY
Default(81bs/sq.ft.
ft2
ft
0.3
HALL
Default(8 lbs/sq.ft.
ft2
ft
0.3
POWDER RM
Default(8 lbs/sq.ft.
ft2
ft
0.3
AHU 2 CLST
Default(81bs/sq.ft.
ft2
ft
0.3
LINEN
Default(8 lbs/sq.ft.
ft2
ft
0.3
BATH 3
Default(8 Ibs/sq.ft.
ft2
ft
0.3
BEDROOM 4
Default(8 lbs/sq.ft.
ft2
ft
0.3
WIC
Default(8 Ibs/sq.ft.
ft2
ft
0.3
BATH 2
Default(8 Ibs/sq.ft.
ft2
ft
0.3
BEDROOM 2
Default(8 Ibs/sq.ft.
ft2
ft
0.3
CLST 3
Default(8 lbs/sq.ft.
ft2
ft
0.3
BEDROOM 3
Default(8 lbs/sq.ft.
ft2
ft
0.3
CABANA
Default(8 lbs/sq.fl.
ft2
ft
0.3
CLST 4
Default(8 lbs/sq.ft.
ft2
ft
0.3
HALLWAY
Default(8 lbs/sq.ft.
ft2
ft
0.3
BATH 4
Default(8 lbs/sq.ft.
ft2
ft
0.3
M SPA
Default(8 lbs/sq.ft.
ft2
ft
0.3
MTOILET
Default(8 lbs/sq.ft.
ft2
ft
0.3
MASTER SUITE
Default(8 lbs/sq.ft.
ft2
ft
0.3
MWIC
Default 8 Ibs/s .ft.
ft2
ft
0.3
M HALL
8/21/2019 2:42 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 6 of 6
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: NOEL RESIDENCE Builder Name: RAPHAEL HENRI
Street: 12103 RIVERBEND ROAD Permit Office: ST LUCIE COUNTY
City, State, Zip: PORT ST LUCIE , FL, Permit Number:
Ne
U
Owner: Jurisdiction: ST LUCIE COUNTY
=
Design Location: FL, Fort Pierce
O
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERI
General
A continuous air barrier shall be installed in the building envelope.
Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier.
not be used as a sealing material.
requirements
Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with the
The insulation In an dropped ceiling/soffit
y pp 9 /soffit
insulation and any gaps in the air barrier shall be sealed.
shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls
The junction of the foundation and sill plate shall be sealed.
Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be sealed.
shall be Insulated by completely filling the cavity with a
Knee walls shall be sealed.
material having a thermal resistance of R-3 per inch
minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and continuous
alignment with the air barrier.
Windows, skylights
The space between window/doorjambs and framing, and
and doors
skylights and framing.shall be sealed.
Rim joists
Rim joists shall include the air barrier.
Rim joists shall be insulated.
Floors
The air barrier shall be installed at any exposed edge of insulation.
Floor framing cavity insulation shall be installed to
(including
maintain permanent contact with the underside of
above -garage
subfloor decking, or floor framing cavity insulation shall
and cantilevered floors)
be permitted to be in contact with the top side of
sheathing, or continuous insulation installed on the
underside of floor framing and extends from the bottorr
to the top of all perimeter floor framing members.
Crawl space walls
Exposed earth in unvented crawl spaces shall be covered with a
Where provided instead of floor insulation, insulation
Class I vapor retarder with overlapping joints taped.
shall be permanently attached to the crawlspace walls.
Shafts,,penetrations
Duct shafts, utility penetrations, and flue shafts opening to exterior
or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow,cavilies
cavities shall be filled by insulation that on installation
readily conforms to the available cavity spaces.
Garage separation
Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting
Recessed light fixtures installed in the building thermal envelope shall
Recessed light fixtures installed in the building
be sealed to the drywall.
thermal envelope shall be air tight and IC rated.
Plumbing and wiring
Batt insulation shall be cut neatly to fit around wiring a
plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind piping and wiring.
Shower/tub
The air barrier installed at exterior walls adjacent to showers and
Exterior walls adjacent to showers and tubs shall be
on exterior wall
tubs shall separate them from the showers and tubs.
insulated.
Electrical/phone box on
The air barrier shall be installed behind electrical or communication
exterior walls
boxes or air -sealed boxes shall be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -floor or drywall.
Concealed
When required to be sealed, concealed fire sprinklers shall only be sealed
sprinklers
in a manner that is recommended by the manufacturer. Caulking or other
adhesive sealants shall not be used to fill voids between fire sprinkler
cover Plates and walls or ceilings,
a. ui uumuou, nisyecuun ur lug wars snaii be In accoroance with me provisions of IL1G-4uu.
8/21/2019 2:43 PM EnergyGaugeg) USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
S Pro ect Summary at
-��- wrightsofte � � Date: AUGUST 27, 2079
AHU 1 By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Emil: OUICKCALCS@AOL.COM
Project• •
For. NOEL RESIDENCE, RAPHAEL HENRI
12103 RIVERBEND ROAD, PORT ST LUCIE, FL 34984
Notes:
Weather: Fort Pierce, FL, US
Winter Design Conditions
Summer Design Conditions
Outside db
42
OF
Outside db
90
OF
Inside db
70
OF
Inside db
75
OF
Design TD
28
OF
Design TD
15
OF
Daily range
Relative humidity
M
50
%
Moisture difference
61
gr/lb
Heating
Summary
Sensible Cooling Equipment Load Sizing
Structure
29294
Btuh
Structure
27419
Btuh
Ducts
9359
Btuh
Ducts
8226
Btuh
Central vent (0 cfm)
0
Btuh
Central vent (0 cfm)
0
Btuh
none
(none)
Humidification
0
Btuh
Blower
0
Btuh
Piping
0
Btuh
Equipment load
38652
Btuh
Use manufacturer's data
n
Rate/swing multiplier
0.95
Infiltration
Equipment sensible load
33863
Btuh
Method
Simplified
Latent Cooling Equipment
Load Sizing
Construction quality
Average
Fireplaces
0
Structure
4460
Btuh
Ducts
3724
Btuh
Central vent (0 cfm)
0
Btuh
Heatingg
Cooling
(none)
Area (ft�
2914
2914
Equipment latent load
8185
Btuh
Volume (ft�
35970
35970
Airchangesrhour
0.22
0.12
Equipment Total Load (Sen+Lat)
42047
Btuh
Equiv. AVF (cfm)
132
71
Req. total capacity at 0.70 SHR
4.0
ton
Heating Equipment Summary
Cooling Equipment Summary
Make
Make Trane
Trade
Trade TRANE
Model
Cond 4TTR6049J1
AHRI ref
Coil TEM4AOC48S41++TDR
8676081
Efficiency
100 EFF
Efficiency13.5 EER, 16
SEER
Heating input
9.6
kW
Sensible cooling
32550
Btuh
Heating output
32842
Btuh
Latent cooling
13950
Btuh
Temperature rise
19
OF
Total cooling
46500
Btuh
Actual air flow
1550
cfm
Actual air flow
1550
cfm
Air flow factor
0.040
cfm/Btuh
Air flow factor
0.043
cfm/Btuh
Static pressure
1.00
in H2O
Static pressure
1.00
in H2O
Space thermostat
Load sensible heat ratio
0.81
Calculations approved byACCA to meet all requirements of Manual J 8th Ed
41- wrIahtsoR- 2019-Aug-21 14:28:05
�A ^"""' ^•'""^` Right -Suite® Universal 201919.0.08 RSU08101 Page 1
...Wnghlsoft WAC\NOEL RESIDENCE WITH CYNENE.mp Calc=10J8 Front Doorfaces: E
+�- wrightsoft- Project Summary
AHU2
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email:
For: NOEL RESIDENCE, RAPHAELHENRI
12103 RIVERBEND ROAD, PORT ST LUCIE, FL 34984
N otes:
Design Information
Weather. Fort Pierce, FL, US
Winter Design Conditions
Outside db
Inside db
Design TD
Job:
Date: AUGUST 21, 2019
By:
Summer Design Conditions
42 OF Outside db
70 OF Inside db
28 OF Design TD
Daily range
Relative humidity
Moisture difference
Heating Summary
Structure 13064 Btuh
Ducts 2179 Btuh
Central vent (0 cfm) 0 Btuh
(none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 15243 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Average
0
Heatingg Coolingg
Area (ft�
908
908
Volume ("
11992
11992
Airchanges/hour
0.34
0.18
Equiv. AVF (cfm)
67
36
Heating Equipment Summary
Make
Trade
Model
AHRI ref
Efficiency
Heating input
Heating output
Temperature rise
Actual airflow
Air flow factor
Static pressure
Space thermostat
100 EFF
3.7 kW
12472 Btuh
19 OF
597 cfm
0.039 cfm/Btuh
1.00 in H2O
90 OF
75 OF
15 M OF
50 %
61 gr/lb
Sensible Cooling Equipment Load Sizing
Structure
10151
Btuh
Ducts
3078
Btuh
Central vent (0 cfm)
0
Btuh
(none)
Blower
0
Btuh
Use manufacturer's data
In
Rate/swinqq multiplier
0.95
Equipmenfsensible load
12568
Btuh
Latent Cooling Equipment
Load Sizing
Structure
2505
Btuh
Ducts
798
Btuh
Central vent (0 cfm)
0
Btuh
(none)
Equipment latent load
3302
Btuh
Equipment Total Load (Sen+Lat)
15870
Stuh
Req. total capacity at 0.70 SHR
1.5
ton
Cooling Equipment Summary
Make Trane
Trade TRANE
Cond 4TTR6018B1
Coil TEM6AOB24H21++TDR
AHRI ref 7567552
Efficiency 13.0 EER, 16
SEER
Sensible cooling
12530
Btuh
Latent cooling
5370
Btuh
Total cooling
17900
Btuh
Actual air flow
597
cfm
Air flow factor
0.045
cfm/Btuh
Static pressure
1.00
in H2O
Load sensible heat ratio
0.80
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
w.r:ghtsofC-
201&Aug-21 14:age 2
.A RESIDENCE
WITH
Universal 2019 1 Calc RSU08101 Page 2
...WrightsoR HJACINOEL RESIDENCE WITH ICYNENE.nip CaIc=MJB Fronl Door hces: E
Pro ect Summar Joe
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AUGUST 21, zots
QUICK CALCS, INC.
317 STLUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fa1c 772A66-6796 Email: ONCKCALCS@AOL.COM
ject Information
For: NOEL RESIDENCE, RAPHAEL HENRI
12103 RIVERBEND ROAD, PORT ST LUCIE, FL 34984
Notes:
Weather. Fort Pierce, FL, US
Winter Design Conditions
Summer Design Conditions
Outside db
42
OF
Outside db
90
OF
Inside db
70
OF
Inside db
75
OF
Design TD
28
OF
Design TO
15
OF
Daily range
M
Relative humidity
50
%
Moisture difference
61
gr/Ib
Heating
Summary
Sensible Cooling Equipment Load Sizing
Structure
14285
Btuh
Structure
9992
Btuh
Ducts
2274
Btuh
Ducts
3197
Btuh
Central vent (0 cfm)
0
Btuh
Central vent (0 cfm)
0
Btuh
none
(none)
Humidification
0
Btuh
Blower
0
Btuh
Piping
0
Btuh
Equipment load
16559
Btuh
Use manufacturer's data
n
Rate/swing multiplier
Equipmenf
0.95
Infiltration
sensible load
12529
Btuh
Method
Simplified
Latent Cooling Equipment
Load Sizing
Construction quality
Average
Fireplaces
0
Structure
2379
Btuh
Ducts
829
Btuh
Central vent (0 cfm)
0
Btuh
Heating
Cooling
(none
Area (ft�
9N
924
Equipment latent load
3208
Btuh
Volume (ft�
9908
9908
Air changes/hour
0.43
0.23
Equipment Total Load (Sen+Lat)
15737
Btuh
Equiv. AVF (cfm)
71
38
Req. total capacity at 0.70 SHR
1.5
ton
Heating Equipment Summary
Cooling Equipment Summary
Make
Make Trane
Trade
Trade TRANE
Model
Cond 4TTR6018B1
AHRI ref
Coil TEM6AOB24H21++TDR
AHRI ref 7567552
Efficiency
100 EFF
Efficiency 13.0 EER, 16
SEER
Heating input
4.4
kW
Sensible cooling
12530
Btuh
Heating output
14962
Btuh
Latent cooling
5370
Btuh
Temperature rise
23
OF
Total cooling
17900
Btuh
Actual air flow
597
cfm
Actual air flow
597
cfm
Air flow factor
0.036
cfm/Btuh
Air flow factor
0.045
cfm/Btuh
Static pressure
1.00
in H2O
Static pressure
1.00
in H2O
Space thermostat
Load sensible heat ratio
0.80
Calculations approved byACCA to meet all requirements of Manual J 8th Ed
wY tights �ft- 2019-Au9-21 14:28:05
—%=ACC'Right-Suite® Universal 201919.0.08 RSU08101 Page 3
;..Wnghtsoft WAC\NOEL RESIDENCE WITH ICYNENE.mp Calc = MJ8 Front Door tacos: E
+� wrightsofC Right-M Worksheet
AHU 1
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772A68-6799 Fax 772466-6796 Email: OUICKCALCS@AOL.COM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Room nacre
Exposed wall
Room height
Room dimensions
Room area
AHU 1
171.3 It
12.3 ft
2913.5 fit'
KITCHEN
21.0 It
13.0 It heat/cool
1.0 x 565.5 It
565.5 ft'
Ty
Constnrction
number
U-value
(Btut✓ftt°F)
Or
HTM
(BtuWftO
Area (ftj
or perimeter (rt)
Load
(Btuh)
Am (ft0
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
WP/S
Heat
Cool
8
11
V�!
1w
�--_G
W_
._ G
l?/
�C
_
! a
�Rl
IL-
UW/,!
G
W
Cy- _
F
13A4ocs -.'-
2.91azin9„dr.lvi7;e
13AAws
2 alazire. clr Iove.�,
'13A-4=
2 glazing,.dr lox-e_
134-0acs
2 glazing, dr IaN-e _
13A-0ocs
2 glazing, drI=-e_
ISAA cs
alazi _or Iox_e _
134-4acs
2 glazin ,.dr.lowe._
13AAoss
2 plazinp, clr loxes
22A-tph
----0343
.._ _.0.650
0.143
_`0.650
0.143
-0.6W
0.143
0.650
._ 0.143
`0.650
0.143
_` 0 650
0.143
, 0.650
0.143
0.650
_ 0.408
1.358
n
._n_
ne
ne-
_ e
_e_
se
s_ e
- s
_a_
sw
_sw
vr-
_w_
rtw
my
_ .
4.00
-18.20
4.00
18.20
4.00
-18.20
4.00
18.20
-4.00
__18.20
4.00
18.20
'-4.00
__ 18.20
0.00
0.00
_-
_1.18
38.02
--fig280
_14.99
219
26.88
219
__.33.77
219
_27.05
2.19
___16.03
219
^ 27.05
219
-33.77
O.Oo
�O.Oo
0.79
` 0.00
__54
59
18
-413
__.96
59
16
226
_ _____0
42
__ 0
_317
0
42
0
- - 369
__O
69
_ 0
861'-
0
0 0
0 0
291
,._4
171
903
, _ 983
168
318
___1269
1747
168
318
_v 1479
_2051
278
409
2645
__2536
0
_ 0
.- -- 3433
6515
494
-_810
92
470
__694
,_3242
92
473
_608
�1806
152
609
1445
_4706
0
_ 0
2309
0
___O
---0
__ -'0
0
____O
0
0
-----0
____O
0
0
-309
_ 652
152
_,609
0
._._.--0
0
0
- _448
0
, _0
0
0
0
0
0
0
182
41
92
_23
0
__.._0
__0
0
_ 0
_0
___0_
0
0
n 141
40
`0
0
0
0
- _0
0
__ 0
"� 566
___740
278
,_409
0
__O
_
482
__113
92
_ 23
800
_._ 139
_
„_2914
2914
69
_^_ 0
0
_0
0
0
=566
566
0
_- _, 0
566
21
0
0
-_-_666:
799
__.__.
6
c)AED excursion
0
-192
Envelope loss/gain
25223
18201
3458
1977
12
a) Infiltration
b) Room ventilation
4071
0
1168
0
510
0
146
0
13
Internal gains: Occupants @ 230
Appliances/other
0
0
8050
0
0
2000
SLbtotd Qines 6 to 13)
29294
27419
3969
4124
14
15
Less exdemal load
Less transfer
Redistribution
Subtotal
Dud load.
M.
30%
0
0
0
M94
9359
0
0
0
27419
82M
32%
30%
0
0
57
4026
1286
0
0
35
4159
1248
Total room load
Air required (dim)
38652
1550
35645
1550
5312
213
5407
235
Calculations approved bvACCA to meet all requirements of Manual J Sth Ed
rtl} wggft�oTt- 2019-Aug-21 14:28:05
Right -Suite® Universal 201919.0.08 RSU08101 Page 1
...Wrighlsoft HUACWOEL RESIDENCE WITH CVNENE.mp Calc=MJ8 Front Ooorfaces: E
wrIgtltsoft'
Right-J® Worksheet
AHU 1
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: OUICKCALCS@AOL.COM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Room narne
E'gxsed wall
Room height
Room dimensions
Room area
FAMILYROOM
40.0 It
15.0 It heat/cool
1.0 x 395.0 ft
395.0 ft'
AHU 1 CLST
0 It
10.0 ft heat1cool
3.0 x 7.0 It
21.0 IMP
TY
Construction
number
U-%slue
(etuh/fti'F)
Or
HTM
(Btuh/ft�
Area (ft�
or perimeter (ft)
Load
(Btuh)
Area (M
a perimeter (ft)
Load
(Btuh)
Heat
I Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
11
-G.
13A 1
2 glaz(ng, GClowe-
13A-4=
2 0mina dr laue__
13A-0ccs
glming,.drlome-'_-_0.650
13q-0ocs
2 glazing, Ur low-e
2 gladng,.clGlowa_
13A-4ocs
2 plazinp Ur love_
13A46cs -
2 glazing,.Gr Mw,e-
lakil s
2 plazing, or low-e _
16X3D.Ottl___
22A-tph,_
-07143
.____0.650
0.143
.,_0.650
'0.143
0.143
0.650
0. 143
_0.650
0.143
0.650
--0:143
- _.0.650
0.143
_ __0.650
__ 0,408
1.358
n
._n_
ne
_ne_
a
_e_
se
se
s
-_s._
sw
_ sw
W
_w_
w
nw
__-_
4A0
�18.20
4.00
_18.20
4.00
_18.20
4.00
18.20
4.00
_ _ 18.20
4.00
18,20
' 4.00
-18.20
0.00
0.00
138
38.02
219
,_.,,14.99
219
__ 26.88
219
-33.77
219
27.05
2 19
16.03
2.19
__27.05
219
_.33.77
0.00
0.00
-'0.79
0.00
-- 0
0
0
0
---0
-0
0
_ 0
- M0
--72
0
0
--0
___ _ U
_--._0
0
_ 0
�0
-_0
0
_ 0
-913
,.1310
0
0
-- 1201
-A
0
0
_ _ 465
1521
-__0
~ -.0
---0
_--0
0
_ _,__ 0
0
_0
0
0
--0
--0
0
_ 0
0
0
0
0
-0
-.__._0
0
0
-- -0
-__0
0
0
WW
�C.
W,
G
W
L-C
L-a
-.--0
0
_ 0
_0
-__.-0
0
0
--_ M8
0
0
_ 0
� �300
_-0
0
_ 0
_ _395
40
,.-0.-0
0
_ 0
_ -'0
--0
0
0
- 499
�1154
0
0
0
_ y0
0
-___0
0
0
--0
_-- 0
0
0
---0
_0
0
_ 0
,21
21
--0
,__ 0
0
0
--0
-0
0
0
�21
0
--0
.__0
0
0
--- 0
0
0
__ 0
_ _25
---0
.__..0
0
0
'-- --0
-0
0
_ _ 0
__77
0
W
-'
IW-'-�
_ �-G
WI -
,Cc �,
,-,_
F
�300
----0
0
0
'-'- 895
��395
'- 856
__-0
0
_ 0
=313
0
---0
-,
6
c)AED ecursion
-77
_1
Envelope loss/gain
5411
2545
25
15
12
a) Infiltration
b) Room ventilation
1117
0
321
0
0
0
0
0
13
Internal gains: Occupams @ 230
Appliances/other
0
0
0
0
0
0
Subtotal Qines 6 to 13)
6528
2866
25
15
14
151
Less eternal load
Less transfer
Redistdbution
Subtotal
Duct loads
32%
301.
0
0
4
6532
2087
0
0
2
2868
861
M.
30%
0
0
-25
0
0
0
0
-15
0
0
Taal room load
Air required (cfm)
8619
346
3729
162
0
0
0
0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
A 46- wrlgtitsoiC- 2019-Aug-21 14:28:05
Right-Sulte® Universal 2019 19.0.08 RSU08101 Page 2
...Wnghtsoft HVACINOEL RESIDENCE WITH ICYNENE.rup Calc = MJB Front Door faces: E
+ wrightsotr Right-JO Worksheet
AHU1
QUICK CALCS, INC.
317 ST LUCIE LANE. FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772466-6796 Email: QUCKCALCS@AOL.COM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Room name
6yosed wail
Room height
Room dimensions
Room area
OFFICE
17.2 ft
14.0 ft heat/cod
1.0 x 229.5 ft
229.5 ft'
FOYER
7.0 ft
13.0 ft heat/cool
1.0 x 164.0 ft
164.0 ft2
Ty
Construction
number
U-value
(BtulVftk'F)
Or
HTM
(Btuh/ft2)
Arm (ft2)
or perimeter (ft)
Load
(Btuh)
kee (ft�
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
WP/S
Heat
Cod
Gross
WKS
Heat
Cool
8
11
1� -
G
13A-flocs
2 glazing, dr,lovre_
13A-4ocs
2 plazinp, Gr lov_e
13A-4 c
2 glazing,.ciclav-e.._._
13AAccs
2 glazing, dr lav-e
13AA=
2 glazing„dr.1=e, _
13A4=
2 plazinp. clr lox_e
laA40M -
2 glazing,.dr love_
0.143
__0.650
0.143
_ 0.650
-0.143
a.._.0.650
0.143
0.650
- n
;n_
ne
_ne-
a
__a_
se
se
4.00
_.18.20
4.00
_18.20
4.00
__18.20
4.00
18.20
4.00
_18.20
4.00
18.20
-4.00
-18.20
---2.19
_14.99
219
_26.88
219
-33.77
219
27.05
-2.19
_16.03
219
27.05
--- 2-19
,33.77
0
0
` 0
_-_0
42
0
----0�`"0
__0
168
318
-�633
_-437
0
0
__ .__-0
0
0
00
__0
92
470
-' -346
-811
0
0
-0
0
0
----0
__0
0
0
0
0
JO
___ 0
0
0
-- -94
___1621
0
0
-----o
_0
__ -__0
0
_ _0
'- 0
---0
WI
!--G
-
yJ'
W
L-G
Y--G
-__
59
18
' 182
-......24
0
0
' --'-0
„-0
0
0
0
__-0
_0
0
0
�- -91
..--...._48
0
0
__..- 0
__0
0
_0
0
-0
0
_ 0
172
..._-874
0
0
-_.0
0
158
___.__0
0
0
.- _ 0
43
-0
0
0
_,.___0
0
'---0-143
„0.650
0.143
0.650
�0.143
-0.650
_.143 s
_s_
sw
sw
�w -
_w_
y/
.W�.
-0
0
0
"'0'
_0
0
0
0
_ 0
„ -0
_ 0
_0
--- 0
^0
0
--0
0
0
IW
-G
�_;_
C
F
13AAccs
2 glazing, clr lovr_e
16X30-0td�
_-__
22A-ttph__^
0.143
Q650
:l0.408
1.358
my
my
-
i
0.00
0.00
,-1.18
38.02.
0.D0
_ 0.D0
--0.79
0.00
0
0
-230
230
0
0
�_ - 230
_ 17
0
0
T.,, 270
653
0
0
`782
0
0
0
,_,�.. 164
164
0
0
,� J764
7
0
0
� 193
266
0
0
�'."130
0
_
__
_
_
8
c)AED excursion
-217
-122
Envelope loss/gain
2479
1683
1505
1723
12
a) Infiltration
b) Roomvedilation
450
0
129
0
169
0
49
0
13
Interne] gains: Occupants @ 230
Appliances/other
0
0
600
0
0
600
Subtotal (fines 6 to 13)
2928
2412
1675 j
M71
14
15
Less eMemal load
Less transfer
Redistribution
Subtotal
Dud loads
32%
30%
0
0
534
3463
1106
0
0
757
3169
951
32%
30%
0
0
-1675
0
0
0
0
-2371
0
0
Total Haan load
Air required (cfm)
4569
183
4120
179
0
0
0
0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
ACA +F1- wr19F+>�of'e- 2019-Aug-21 14:28:05
Right-E WT UniversalNE.wp 1 Catc RJB Fr1 Page 3
...Wdghtsofl HVAC\NOEL RESIDENCE WITH ICYNEt�.mp CaIc=MJB Fronl Door faces: E
_ 1
+ wrightsoft Right-M) Worksheet
AHU 1
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466.6796 Email: OUICKCALCS@AOL.COM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Room name
Flyosed wall
Room height
Room dimensions
Room area
LMNG ROOM
12.0 ft
15.0 ft heat/cool
1.0 x 167.0 ft
167.0 ft'
HALLWAY
0 ft
10.0 ft heat/ccol
1.0 x 104.0 It
104.0 ft'
Ty
Construction
number
U-value
(Bt0vftk°F)
Or
HTM
(BtuNft�
Arm (ftj
or perimeter (ft)
Load
(Btuh)
Area (ft�
or perimeter (ft)
Load
(Bluh)
Heat
Cool
Gross
NIPIS
Heat
Cod
Gross
WP/S
Heat
Cod
6
11
W,
13A-0ac9
2 glazing, cI Iov_e_
13A-4ocs
2 olazing-or Iowa
134-0ms
2 glazing„clr.la _.
13A-4=
2 glazing, or lov-e
r13A-4ocs
2 glazing„drlcw a -;
13AAccs
2 olazino, clr lc v e_
"13A-0dcs
2glazing„ciclwv-e.._
13A-0ac9
2 olazinm dr Io _
_16X300ttl
22A-tph � _ _1.358
___0_. 143
-_-0.650
0.143
__ 0.650
0.143
-_0.650
0.143
__ 0.650
0.143
_ 0.650
0.143
�0.650
0.143
_0.650
0.143
0.650
_ �0.408
n
_n_
no
_ne_
a
_e_
se
se
s_
-s_
sw
_ sw_
w
_w_
nw
nw
_, - _
4.00
18.20
4.DD
,_18.20
4.0D
__1B.20
4.00
18.20
4.00
`18.20
4.00
,_ 18.20
4.00
__18.20
0.00
1_.18
38.02
--219
14.99
`--__.._0
�.�,.0
0.--.._-0
0
0
_-.__0
0
0.
0
0
--.d0
W
W, � - -
�G
W
�G
h^
219
26.88
'- 219
_.33.77,
219
__ 27.05
219
_-16.03
219
_2.7.05
219'
_ _33.77
0.00
0.00
_ _0.79
0.00
__0
0
00
--0
0
0
___0
.-,--_.0
0
0
180
__72.___0.__._1310
0
0
___0
0
0
0
.-__�0
0
0
__0
___ _0
0
0
432
0
0
___197
456
_0
0
0
-_0
0
0
0
0
__.._..0._
0
0
-_0
0
0
_0
0
0
0
0
0
-_0
.__0
0
0
-`_0
_____0
0
0
0
0
0
__0
_0
0
0
.______a
._ _ _._..0
0
0
-_--0
0
-...____0
0
0
236
_-2432
0
0
� 132
0
VN
�G
__0
0
0
0
0
__�0
0
0
__0
0
0
�_123
0
__a
0
0
-0
0
0
� 82
0
W-�-
W
'C.0.00
7 ,_
F
_
108
0
0_
0-
0
0
0
, �1 04
104
0.---0-_.__._0
___0
0
0
_ 167
167
�767
12
_ �104
0
_
_
_
6
c)AED excursion
703
-7
Envelope loss/gain
2396
3503
123
76
12
a) Infiltration
b) Room ven8lation
335
0
96
01
0
0
0
0
13
Internal gains: Occupants @ 230
Applianceslother
0
0
0
0
0
0
Subtotal pines 6 to 13)
2731
3599
123
76
14
15
Less eldemal load
Less transfer
Redistribution
Subtotal
Dud loads
32°/.
30%
0
0
606
3337
1066
0
0
858
4457
1337
3rA
30%
0
0
-123
0
0
0
0
-76
0
0
Total room load
Air required (dm)
4403
177
5794
252
0
0
0
0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
+}+- wrlgtitsoR- 2019.Aug-21 14:28:05
A Right -Suite® Universal 2019 19.0.08 RSU08101 Page 4
...Wrightson HVAC\NOEL RESIDENCE WITH ICYNENE.rup Cate = MJB Front Door faces: E
+�+ wrightsoftRight-JO Worksheet
AHU 1
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-468-6796 Email: QUICKCALCS@AOL.COM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Roomname
EJposedwall
Room height
Room dimensions
Room area
DINING ROOM
14.2 ft
14.0 ft heat/cool
1.0 x 229.5 It
229.5 ft'
LAUNDRYROOM
19.0 It
10.0 It heat/cool
1.0 x 237.0 ft
237.0 ft2
TY
Construction
number
U-lalue
(Btuh/WF)
Or
HTM
(Btuh/ft�
Araa (ft2)
or permeter (ft)
Load
(Btuh)
Aron (ft0
or perimeter (It)
Load
(Bluh)
Heat
I Cool
Gross
NIP/S
Heat
Cad
Gross
N/P/S
Heat
Cool
6
11
V14�JJ
13X4 -
glazing, cldcwo -_.
13A40cs
2 olazim clr lc u e
13A4ccs �
2gluing, ciclowe__
13A-0acs
2 glazing, Ur love
13A4&s ^
2 glazing_ciclowe_
13A-4ocs
2olazino,_JrIa
-1344dcs
2 glazing,.ciclow -
13A4ocs
2glazing, clr lc- a
J6X30-0td__�'
22A-tph
0143
,,.-_0.650
0.143
0.650
-0.143
_0.650
0.143
0.650
0.143
_-_.0.650
0.143
0.650
--0.143
-0.650
0.143
0.650
_0.408
1.358
'n _.
_n_
ne
_ne_
a
_e_
se
se
s
_,s_
sw
sw
-�w
_w_.
my
mv_
_�_
-
4.00
_18.20
4.00
_18.20
4.00
-16.20
4.00
18.20
- 4.00
_-16.20
4.00
_ 1&20
4.00
_18.20
0.00
_0.00
-� 1.18
38.02
219
-_14.99
219
_26.88
219
-33.77
2.19
27.05
-2.19
'--0
-0
0
0
r--740
-24._-0
----0
-_0
0
__ 0
116'
-- -70
__-_0
0
_ 0
464
_.__437
0
,___0
0
_20
54
,_811
92
473
-- -0
-150
36
0
0
-114
0
456
_^655
0
_ _ 0
s--0
-0
249
_540
0
__ 0
- v0
-__0
0
0
-----0
-I-_.G.
W
_ L--G
WW
L-G
W
LC
U}J
Lf
0
_0
0
_-_0
0'
._.___.0
59
18
42
0
168
318
0
0
---- 0
0
0
--0
_,0 0
0
0
0
0
0
--0
--J-0
0
YtJ
�--G
W-` -
_L-G
W
L-G
C=
F
_16.03
219
_27.05
218
-33.77
0.00
0.00
_0.79
_0.00
-_0
0
0
----0
0
0
---0
-0
0
0
_230
14
___0
0
0
-- --0
-0
0
0
- 270
539
�0
0
0
-
0
0
-0
0
0
160
-_0
0
0
_ _279
722
-0
0
0
----88
-_0
0
0
0
0
-0
0
0
- 230
i230
0
_-.-_0
0
0
=182
0
40
-0
0
0
_=237
237
40
0
0
0
._ 237
19
--_
6
c)AED excursion
-182
-96
Envelope loss/gain
2197
1629
2274
968
12
a) Infiltration
b) Roomeehtilalion
371
0
107
0
354
0
102
0
13
Internal gains: Occupants @ 230
Applianceslother
0
0
600
0
0
0
Subtotal pines 6 to 13)
2568
2336
2627
1070
14
15
Less edema) load
Less transfer
Redistribution
Subtotal
Dud loads
32%
30%
0
0
582
3150
1006
0
0
786
3122
937
32%
30%
0
0
11
2639
84 3
0
0
7
1077
323
Total room load
Air required (cfm)
4156
167
4D58
176
3482
140
1400
61
Calculations approved bvACCA to meet all requirements of Manual J 8th Ed
, 4-Ih- wrrgF„tsoft- 2019-Aug-21 14:28:05
Right -Suite® Unisersal 2019 19.0.08 RSU08101 Page 5
...Wdghtsoft HVAC\NOEL RESIDENCE WITH ICYNENE.rup Calc = MJB Front Door faces: E
i
+b wrightsoft• Right-JOWorksheet
AHU 1
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772466-6796 Email: DUICKCALCS@AOL.COM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Room name
Eq»sad wall
Room height
Room dimensions
Room am
WIC 2
4.0 ft
10.0 ft heat/cool
11.0 x 4.0 It
44.0 ft'
PRAYER ROOM
0 ft
10.0 It healfcool
4.0 x 4.0 ft
16.0 W
Ty
Constnrctim
number
U-value
(BtulVftk°F)
Or
HTM
(BtuMft�
Area (ftj
or Perimeter (ft)
Load
(Btuh)
Area (ft'
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat.
Cool
6
11
W,
L=('
13A4ocs
2glazing, Urlov�-_
13A-4acs
2 glazing_ctr love
..13A4ccs . __.
2glazing:,cffiloxe__
13A4ocs
2 glazing, or lore
13A-400s
2g1azing, GrIbw-e,
13A4ocs
2 plazina, Gr low-e
13A4acs_ _ _ _ _
2 glazing,"cicicw-e.-_
1344ccs
2 plating, or ow-e
J6X30{!td -
22A-tph
-0-143
-_-0.650
0.143
0,650
--`-0.143
-_.0.650
0.143
0.650
--o-m
___0.650
0.143
0.650
_0.143
-0.650
0.W
_„_,0.650
__-_ 0.408
1.358
-n
_n_
ne
ne_
a
_e_
se
se
_
- s_
_s_
sw
sw
vv-.
_w_
rxr
M
_ -
_
4700
_18.20
4.00
__, 1.8.20
`4.00
_.18.20
4.00
18.20
4A0
219
_.14.99
219
26.88
219
_-33.77
219
27.05
-2.19
-40
0
0
0
-0
_-_0
0
0
---0
40
0,_0'_,0
0
0
_ __.__0
-._-0
0
0
_-'.0
160
0
0_
98
0
,_ d 0
0
__0
0
0
-`---0
0
0
_w_0._.__0
0
0
.=35
---0
0
0
---0
_,0
0
0
-0
0
v0
..0
0
0
-.-_-0
-0
0
0
'-. _._ __0
___O
0
0
0
._-"_._0
0
0
13
0
W
_�[�
W
_LG
W,
I--G
0
0
--0
_._0
0
0
__
0
0
--.0
.___0
0
0
-'-`-0
0
0
--0
0
0
_ - -0
___O_._.0
0
0
g--0
.�.____0
0
0
-52
152
0
__0
0
0
F
d
--0
0
-,1-G
yr!
�-C
W _..i-
.._L-G
1W
W--G
F
-18.20
4.00
18.20
4.00
-18.20
0.00
0.00
_ _ 1.18
38.02_
_16.03
219
27.05
- 2-19
.-33.77
0.00
0.00
-- 0.79
0.00
__0
0
0
_ 0
__-0
0
0
= 44
44
Tp
0
0
____.0
: 0
0
0
_ 44
4
_0
0
0
0
0
_. __a
-0
0
0
0
0
0
__.-_-_0
0
0
- i9
0
0
0
".�'i6
16
16
_
_0
___-0
6
c)AED e=ursion
-53
42
Envelope loss/gain
364
69
19
-30
12
a) Infiltration
b) Room ventilation
1
74
0
21
0
0
0
0
0
13
Warned gains: Occupards Qc 230
Appliances/other
0
0
500
0
0
500
Subtotal pines 6 to 13)
439
591
19
470
14
151
Less edemel load
Less transfer
Redistribution
Subtotal
Duct loads
32%
30%
0
0
0
439
140
0
0
0
591
177
32%
30%
0
0
0
19
6
0
0
0
470
141
Taal room load
Air required(ctm)
579
23
7'
33
25
1
612
27
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
+�1- wrigl=tsoR- 2019-Aug-2114:28:05
`p Right -Suite® Universal 2019 19.0.08 RSU08101 Page 6
...Wnghtsoft HVACINOEL RESIDENCE WITH ICYNENE.mp Calc = MJ8 Front Doorfaces: E
• r .
+� wrightsofC Right-JO Worksheet
AHU 1
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466.6799 Fax 772-466-6796 Emil: QUICKCALCSIAOL.COM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Rcom area
PANTRY
0 it
10.0 ft heatlecol
8.0 x 6.0 it
48.0 It'
BEDROOM 2
9.0 It
10.0 it heahccol
15.0 x 14.0 It
210.0 ft'
Ty
Constructicn
number
U-value
(Btul✓WF)
Or
HTM
(Btuwft�
Area (ft')
or perimeter (it)
Load
(Stuh)
Area (ft�
or perimeter (it)
Load
(Btuh)
Heat
Cod
Gross
N/P/S
Heal
Cool
Gross
WP/S
Heat
Cod
6
11
IWN�--}�
13A-0dbs
2 glazing-cfr,lox-e_
13A-4=
2 glazinq. clr lox_e
13A4ocs -
i2glazing,.dnlax-e--0.650_.e--18.20-33.77_-0--0
13A-4ccs
2 glazing, clr low'
13A-4oca. `
12 glazing, Ur-lox;e_
13AAccs
2 glazinq, clr low eT
13AA=-
2 glazing,. clnloxc
13A-4ocs
2glazinq, Urlave
.18X30vOttl
22A-tph ____
'-'0343
__-0.650
0.143
0.650
--0.143
0.143
0.650
_ -0_143
_„-_0.650
0.143
0.650
-0.143
-0.650
0.143
-_0.&%
0.408
_ 1.358
n.
_ n_
ne
ne
a
se
se
^s
_s_
sw
sw
'w
_w_
rwa
nw
-
= 4A0
_1820
4.00
18.20
4.00
4.00
18.20
_. 4.00
_18.20
4.00
18.20
- .00
4
----18.20
0.00
0.00
_-1.18
38.02
-2.18
0'----0'u"0
0
0
0
0
-90
" 72
0
` 288
328
0
0
--0
---158
270
0
0
-- 0
I w
�--G
WI� _
�'--G
w
LC
WN,,! j.
-a
_._-14.99
219
26.88
-_ 219
219
27.05
-219
__p
0
0
-__-0
0
0
��_0
0
0
._.__ --0
0_0-0.,.._._0__0_-0
0
0
-0
.18
0
0
0
0
_-_0
0
0
0
-- -0
0
0
---0
0
0
__- -0_--0
- 0
0
0
0
0
_ 0
---0
0
0
--0
0
0
0
_ 0
V. 0
__0
0
_0
0
___0
0
0
166
0
0
t-_C
IW I
'--i
W
L--G
F
^76.03
2-19
-_27.05
219
-33.77
0.00
0.00
0.79
0.00
_-0
0
0
-0
_-._0
0
0
'_�, 48
48
_0
0
0
0
0
-- -0
-0
0
0__
., 57
0
0
0
_,.,0
0
0
_-0
0
0
.___0
0
0
--0
-0
0
_ 0___
�247,
342
TO
-0
0
0
48
0
.-a
-0
0
0
__„� 38
0
-0
-_0
0
0
_�__210
210'�
0
_0
0
0
---210
9
_
_
6
c)AED excursion
_44
-156
Envelope loss/gain
57
-6
12DB
438
12
a) Infiftration
b) Room ventilatim
0
0
0
0
168
0
48
0
13
Internal gains; Occupants @ 230
Appliances/other
0
0
500
0
0
1250
Subtotal (lines 6 to 13)
57
494
1373
1736
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads
32%
30%
0
0
17
73
23
0
0
10
504
151
32%
30%
0
0
2
1439
439
0
0
2
1737
521
521
Total room load
Air required (ofm)
97
4
655
28
1815
73
2259
98
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
AF wri9F+tsoit- 2019-Aug-21 14:28:05
A
Right -Suite® Universal 2019 19.0.08 RSU08101 Page 7
...Wdghtsoft WACINOEL RESIDENCE WITH ICYNENE.rup Calc = MJB Front Doorfaces: E
+� wrightsoft Right-M) Worksheet Job:
AHU 1 Date: AUGUST 21, 2019
QUICK CALCS, INC. By.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772.466.6796 Email: QUICKCALCS@AOL.COM
1
2
3
4
5
Room name
Famed wall
Room height
Room dimensions
Room area
RATH 2
0 It
10.0 It heat/cool
6.0 x 7.0 It
42.0 W
BEDROOM 3
15.0 ft
10.0 It heat/cool
15.0 x 15.0 ft
225.0 ft'
Ty
Constmctim
number
U-velue
(BtuWft''F)
Or
HTM
(Btuh/ft�
Area (ft0
or perimeter (ft)
Load
(Btuh)
Arm M
or perimeter (ft)
Load
(Btuh)
Heal
I Cool
Gross
NIP/S
Heat
Cad
Gross
NIP/S
Heat
Cool
6
1 i
sW,
L-_G.
I w -
_--G
W"'
_L--G
W
L-G
l?1 'r
L1i
19A-0acs _--�
2glazing„dr law-e_
1344aca
2 plazinq, dr m-e
13A-0acs -
2 glazing,.d A.-e__
13A4ocs
2 glazing, dr Iowa
1a4P&a " '
2 glazing, Gr.lowce_-
13A4acs
2 dazina,dr Iwtie _
13AAocs
2 glazing,.clr.lbw-e_-
13A4acs
2glazing, clr lowe _
M30{)td-
YLMph
,0.143
_. 0.650
0.143
0.650
+-0.143
__ 0.650
0.143
0.650
n
�.n-
ne
ne_
-- a
_.e-
se
se
4A0
'_18.20
4.00
_18.20
4.00
-_18.20
4.00
1820
4.00
_ 18.20
4.00
_ 18,20
- 4.00
:__..18,20
0.00
0.00
=1.18
38.02
-21g
_14.99
219
26.88
- 219
__33.77
219
27.05
2.19
.--0
„______0
0
0
__..._ 0
_ 0
0
---- 0
-_0
0
0
0
0
`-o
__-0
0
0
___0
--0,.-_0 _0
0
0
__o
0
0
0
__ -0
___0
0
0
---0
-__0
0
0
-33
0
_,_0
__-_0
0
0
__ _O
0
0
0
--0
_--_o
0
_---0
0
___0
____0
0
0
0
0
_.._.-o
--0
0
0
..�__ a
0
0
-_0
^0
0
0
____0
..�__._.o
-0
0
0
__ _�..,0
-0
____0
0
0
_____o
.-._ 0.143
_0.650
0,143
__0.650
0.143
___0.650._w_
0.143
_�0.650
_0:408
1.358
s
s_
sw
sw_
w
nw
nw
=.
--'o
o
._,0
0
0
--0
______0
0
0
- 49
0
lqJ
I--G
w�--
_L-G
w
"
C=;
F
_16.03
219
27.05
u 219
__33.77
0.00
0.00
=0.79'=
0.00
__0
0
__ 0
-0
__0._.--.0
0
0
42
42
__0
0
0
-._0
0
_ 0
150
-36
0
0
_225
225
-0,---0
0
_ 0
174
__._0
0
0
�_�_225
15
0
0
456
_655
0
0
-285
570
-0
0
0
249
_..__1216
0
0
_178
0
0
0
0
�„s42
0
6
c)AED exursion
44
329
Envelope loss/gain
49
-11
1947
1972
12
a) Infiltration
b) Room ventilation
0
0
0
0
279
0
80
0
13
Internal gains: Occuparts Q 230
Appliances/other
0
0
500
0
0
0
Subtotal (lines 6 to 13)
49
489
2227
2052
14
15
Less odeoW lead
Less transfer
Redistdbulim
Subtotal
Duct loads
32%
30%
0
0
0
49
16
0
0
0
489
147
32%
30%
0
0
0
2227
711
0
0
0
2052
616
Total room load
Air required (am)
1
1
65
3
636
28
2938
118
2668
116
Calculations approved byACCA to meet all requirements of Manual J 8th Ed
'�"I'H wr119t+>sofY' 2019-Au9-2114:28:05
'A RESIDENCE
lteOWITH
Universal 2019 1 Calc RJB Fr1 Page 8
...Wd9htsofl HVAC1NOEL RESIDENCE WITH ICYNENE.rup CaIc=MJB Front Door faces: E
r
+I+ wrightsoft
Right-M) Worksheet
AHU1
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772466.6796 Emil: OUICKCALCWOL.COM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Room name
Elposed well
Room height
Room dimensions
Room area
SINKS 2
0 ft
10.0 It heat/cccl
7.0 x 7.0 R
49.0 ft2
BATH 3
6.0 It
10.0 It healfccol
6.0 x 10.0 ft
60.0 ft2
Ty
Construction
number
U-`slue
(Btulffl-F)
Or
HTM
(Btuh/ft2)
Arm ffl
or perimeter (ft)
Load
(Btuh)
Area (ft�
or perimeter (ft)
Load
(Btuh)
Heat
Cod
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
.
11
V�/ Tr '
1
13Arlacs --'
2 glazing, Ur low;e
13A4ocs
2 plazinp. Ur loxes
13A4dcs"�-0.143
2 glazing,.Urla __
13A4ccs
2 glazing, Ur lave
1344s'u _
oc
2 glazing, Ur low:e_
13A4ocs
2plazinp, Urlov_e_
13A4abs
2 glazing._ or lows_.'_._
13A4ccs
20MInq or 1.
16MG.Md__
22A-tph
_`_0:143
0.650
0.143
0.650
--0.650
0.143
0.650
o
,_0.650
0.143
__0_650
0.143
0.650
0.143
T_0.650
-.`0.408
1.358
-r
_n_
ne
_ne_
a
_e_
se
se
s
-s_
sw
sw
w
__w
w0.00
nw
=
-
4.00
,_18.20
4.00
18.20
4.00
_ -18.20
4.00
_-w 18.20
4A0
"--219
-14.99
219
_ 26,88
219
r .33.77
219
27.05
-'-219
-b
_0
0
0
--"'-0
_._p
0
_ 0
f0
.___0
0
___0
0
0
0
0
0"^0
0
0
-_ �0
0
-v -0
___0
0
0
�_.0
__0
0
0
-_0
0
_ .
W^
.
NI/ j
�-G
w
LC
15V i`
0
0
0
0
0
0
--'*-0
-0
0
0
- -0
--0
0
.-.._0
0
_0
0
_ --0
0
-0
0
0
---0
0
0
'----0
0
0
0
0
0
0
0
0
0
0
--0
- 0
0
-0
-0
0
0
0
t-G
wl�r
L-G
IwI
�--G
F
__18.20
4.00
_ 18.20
4.00
-18.20
0.00
,1.18
38.02
-16.03
2.19
__27.05
219
_.._.33.7Z
0.00
Q00
_0.79
0.00
__0
0
__0
0
_.0
0
0
^0
0
_ 0
v0
_ 0
0
0
0
0
__0
0
0
0
0
0
0
__o
0
_ 0
192
_218
0
0
-71.
228
0
__ 0
105
____405
0
0
_48
0
0
___0
0
0
�0
..-0.12
0
0
60
0
0
48
�0
0
0
_=60
6
�._ 49
49
49
0
58
0
_____ 39
0
��60
60
6
c)AED.111.
44
108
Envelope loss/gain
58
-6
709
666
12
a) Infiltration
b) Room ventilation
0
0
0
0
112
0
32
0
13
Internal gains: Occupants @ 230
Appliances/other
0
0
500
0
0
0
Subtotal pines 6 to 13)
58
494
821
698
14
15
Less eternal load
Less transfer
Redistribution
Subtotal
Duct loads
32%
30%
0
0
9
fib
21
0
0
5
500
150
32%
30%
0
0
0
821
262
0
0
0
698
209
Total room load
Air required(cfm)
88
4
650
28
1084
43
9DB
39
Calculations approved byACCA to meet all requirements of Manual J 8th Ed
=gs Lft>t ft- 2019-Aug-2114:28:05
Right -Suite® Universal 201919.0.08 RSU08101 Page 9
...Wrightsoft HVAC\NOEL RESIDENCE WrrH ICVNENE.nup CBIC = MJS Front Door faces: E
+� wrightsoft- Right-JO Worksheet
AHU 1
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
WIC3
0 ft
10.0 It heat/coot
6.0 x 5.0 ft
30.0 W
CABANABATH
7.0 ft
10.0 It heat/cool
7.0 x 11.0 ft
77.0 W
Ty
Constnlction
number
U-value
(BtutVftr-°F)
Or
HTM
(Btuh/N�
Area (ft�
or perimeter (ft)
Load
(Btuh)
Area (ftj
or perimeter (it)
Load
(Bluh)
Heat
I Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
11
Ur!
1344 '
2 glazing, clr.lov _
13A-0ocs
2 plaid= clr love
13AAa
2 glazing, Ur Iov-ems_
13A 4a
2 glazing, Ur lox-e
13A4as ~i
2 glazing-clr.]w -,._
13A-0ocs
2glazinp ;UrhAuA _
93A-0acs
2 glazing.clr.low-e-
13A-0acs
2 pladm. cln 1.
6X307Itd '----^
22A-tph
-0..143
--0.650
0.143
0.650
.-'--D143
.--0.650
0.143
0.650
-C14-3
_0.6W
0.143
_0.650
- 0.143
-.-0.650
Q143
0.650
---0.408
1_358
n
-n-
ne
_ne_
a
_e_
se
se
s-
-s_
sw
_sw
w
-w-
nw
w0.00
='
- 4.00
�18.20
4.00
_18.20
4.00
_-18.20
4.00
18.20
--4-00
_.18.20
4.00
__18.20
4.00
-18.20
DOD
_ 1.18
38.02
-219
-_-14.99
219
26.88
- 219
_.33.77
219
27.05
2f9'--
- -16.03
2.19
_27.05
219
-33.77
0.00
0.00
_0.79
0.00
---- - 0
- ----0
0
0
i--0
--.0
0
0
0
----0
0
0
'----0
-.0
--0-
-_-.-_0
0
0
---0
0
0
0
---0
--0
0
a
---.0
-0
a
0
- ---0
_ --_0
-_0
0
0
---0
0
0
--p
0
a
0
_-0
0
0
0
--0
0
0
----0
_.0
0
0
0
-_0
0
0
.,1-_G
W
WVy,
`C
w
I--G
T 1
,r G
YrJ
--C
IWI� - ��
. �i
0
0
--0---"
-0
0
0
0
_-_0
0
0
----0
-.-0
0
0
---0
^.0
-0
0
0
-"--0
_--0
_.0
0
0
-- -0
----0
0
0
' 111
'-0
0
-0
-''o
0
-0
0
0
--0
0
0__
- 70
-0
0
0_
51
0
0
0
203
W
�--G
,O__I_
F
0
0
--'-30
�30
_--0
0
0
=30
0
__0
0
0
-�35
0
__0
0
0
__24
0
_..-.19
a
0
77
77
0
0
_,77
7
_352
0
0
---01
256
_-653
0
0
-�61
0
-
-
-
6
c)AED emursion
-43
182
Em,Hope lass/gain
35
-19
912
1OD7
12
a) Infiltration
b) Room ventilation
0
0
0
0
130
0
37
0
13
Intemal�garm: Occupants @j 230
Appliances/other
0
0
500
0
0
0
Subtotal (lines 6 to 13)
35
481
1042
1044
14
15
Less edemzl load
Less transfer
Redistribution
Subtotal
Duct loads
32%
30%
0
0
0
35
11
0
0
0
481
144
32%
30%
0
0
0
1042
333
0
0
0
104i
313
Total room load
Air regwred(cfm)
47
2
625
27
1375
55
1357
59
Calculations approved byACCA to meet all requirements of Manual J 8th Ed
wrY9�+tsoR- 2019-Aug-21 14:28:05
'A RESIDENCE
V41T Universal 201919.0.08 RSU08101 Page 10
...Wdghlsofl HVAC\NOEL RESIDENCE WITH ICVNENE.rup CaIc=MJB Fronl Ooorfaces: E
+� wrightsoft• Right- JO Worksheet
AHU 2
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QLnCKCALCS@AOL.COM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Room name
Egiosed wall
Room height
Room dimensions
Room area
AHU 2
81.3 It
13.2 ft
908.0 ft2
THEATRE
33.2 ft
13.0 ft heat/cool
1.0 x 281.5 ft
281.5 W
Ty
Construction
number
U-value
(etuh/ft'*F)
Or
HTM
(Btuh/ft2
Area (11)
or perimeter (ft)
Load
(Etuh)
Arm (ftj
or perimeter (ft)
Load
(Btuh)
Heat
Cod
Gross
I WP/S
Heat
cod
Gross
WP/S
Heat
Cool
6
11
__...,
W, �
L-_-_C
_ _�.__.,,
13A-0ocs
2 glazing clr Io re_,
13A-4ocs
2 glazing _dr IWte!
13A-4=
2.glazing,.ciclow-e__..._-0.650
13A-4 cs
2 glazing, dr lov-e_
134-0acs
2 glazing, cU Iowe
13A-4ocs
2 glazing, clr Ioue�
134-0ocs-
2glazing;.dr.1owe-
iaktocs
2 glazing, dr lc a
,16X30-0LOW �.�
27A-tph
_
-.�_
0143
_ ,0.650
0.143
0.6W
-0,143
0.143
_ Q650
6.143
_-__0.650
0.143
�0.650
o.143'w
-0.650
0.143
0.650
. =0 408
1.358
n
-n_
re
_ne_
a
_.e_
se
se
-s
_s_
sw
sw
_w_'-18.20
mN
nw
; --_
_
400
18.21
4.00
,_0.00
4.00
_18.20
0.00
ROD
-6. DO
_0.00
-`2.19
,_74.93
219
OM_
v219
_33.77
0.00
0.00
-0.00
__0.00
-�370
'.__ 48
55
0
^ 337
1._...___,36
0
0
---0
0
_
"-'-322
--.--0
55
0
��- 1289
^ 87..4
221
-0--
1205
_____655
0
0
____ 0
__0
"�705
�._720
121
0
659
-_1216
0
0__0
i1§0
___-0
55
_ 0
247
-_0
0
0
'-'130
-,_ 0
55
0
247
_.__0
0
_0
--0
-'! -521�
, _.-0
221
0
---989
--0
0
0
__
264
_ 0
121
0
---540
_--_0
0
0
'___ __0
____O
0
0
__-0
0
0
- � 223
_ _ 0
Iw
I--G
IW
VN
�C
_
301
-______0
0
0
--_0
_0
a
L _ G
t-G
W,I
Iw
L-G
,C.=_
F _ _i_
0
0-0-0---0
0
0.00
0.00
T4.00_219---285201---805
4.00
0.00
_-_ 1'.:.18
38.02
_
0.00
0.00
_33.77
2-19
0.00
_0.79
_ 0.00
0
0
-_84
64
0
�,,.� 908
908
0
0
-0
64
0
-908
81
_ .. _
0
0_
_1529
255
0
y.-1070
3093
0
0
440
_.-2837
139
0
-720
0
0
0
0
0
-__0
0
0
_-282
_ 33
0
0
`0
0
0
� 332
1261
- _
0--0----6-'-0
--0
0
0
= 282
_ _.. 282
6
c)AED excursion
503
-175
Envelope loss gain
10995
8057
3323
993
12
a) Infiltration
b) Room ventilation
2059
0
594
0
805
0
231
0
13
Internal gains: Occupants @ 230
Appliancestother
0
0
1500
0
0
1500
Subtotal ginm 6 to 13)
13064
10151
4128
2724
14
15
Less edema) load
Less transfer
Redistribution
Subtotal
Dud loads
17%1
3TI. 1
0
0
0
13064
2179
0
0
0
10151
3078
17%
30%
0
0
456
4584
765
0
0
487
3211
974
Trial room load
Air requiretl (rim)
15243
597
13229
597
5349
209
4185
169
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
A&A +�1- =Lq!7tm 2019-Au9-21 14:28:05
Right-SuiteT Universal 2019 1 CaIc RJ8 Fr1 Page 11
...Wn9htsofl FNAC\NOEL RESIDENCE WITH ICVNEt�.rup Calc=MJB Front Door faces: E
+ wrightsoft• Right-M Worksheet
AHU 2
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fac 772-466-6796 Email: OUICKCALCS@AOL.COM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Room name
E-qosed wall
Room height
Room dimensions
Roomarea
GAMEROOM
39.2 It
15.0 ft heat/cool
1.0 x 413.5 It
413.5 ft'
HALL
4.0 ft
10.0 ft heat/cool
1.0 x 157.0 it
157.0 W
Ty
Constmcticn
number
U-value
(BtuWftk'F)
Or
I HTM
(Btuwm
Arm (ftj
or perimeter (ft)
Load
(Btuh)
Arm
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cod
Gross
WP/S
Heat
Cool
6
11
_.._
�.,
L
_.. _ 6F_..�..-,-_
13A1wcs
2 glazirg, cldw _
13A4acs
201azinp.dr-' h
13A4dcs
2 glazing,.draowe_-
13A4ocs
2 glazing, dr lc x a
1a4--4- s.
2 glazing„cir law-c__
13A4acs
2 plazirtp, dr low-e`
-13A4ocs�
:2 glazing„cicl=v a
13A4acs
2 glazing, clr 1.
16X30-0td�
22A-tph _
0:143
.V0.650
0.143
_0.650
0.143
_0.650
0.143
0.650
0 w
-0.650
0.143
0.650
0.143
-__0.650
Q143
_ �0.650
0.408
_ 1.358
n
_in
ne
_ne
a
_-a..
as
se
s
_s_
sw
sw_
- w
_w_:
nw
my
`T
0-
�-- 4.(10
_18.20
4.00
+,0.00
4.00
-18.20
0.00
0.00
`-0.00-0.00
-�219
_14.99
219
__0.00
219
-33.77
0.00
0.00
-"240"
_ 48
0
0
"-"_-0
_r_.,0
0
0
"-192
__0
0
0
- -0
........__.0
0
0
�`W`769'
--8Z4
0
0
-�� 0
r._ 0._.._-0.__-21
0
0
420
_ -720
0
0
---0
0
0
"-b
- -0
0
0
---- 40
0
0
-"-"0
_0
0
0
-16
----0
0
-0
0
0
0
-- _ -.35
--811
0
0
_-_ _.6
- ----6
WI �
W -
0
0
64
W
LG
IlNN T
L.-
_-0
0
0
�__ _0
0
-437.
0
0
_ _0
0
'- 0
0
-0
0
-_ .,..__.0
___._D
0
_-_o
0
VN
W,
I--0
IW
L-G
.0 r�
F _
_O.00
0.00
_� 0.00
4.00
__18.20
4.00
0.00
-1.18
38.02
_0.00
0.00
0.00
^219
._..33.77
219
0.00
-6.79
0.00
0
0
0
0
---201
-0
._0
0
_ _ 0
805
-1529
0
0
0
0
- -0
0
0
0
---0
0
0
0
-- -- 0
_0
__O
0
0
- ---0
-.0
285
_...84
64
0
__
440
___2837
64
0
__ 414
39
255
0
�= 487
1489
139
0
�328
0
0
0
0
0
_--,�..157
4
0
0
,._ __185
152
0
0
! _724
0
414
414
_�t$7
157
_
_
_-_
6
c)AEDercursian
708
-17
Frnelope loss/gain
6207
5591
838
953
12
a) Infiltration
b) Room ventilation
1096
0
315
0
74
0
21
0
13
Internal gains: Occupants @ 230
Appliances/other
0
0
0
0
0
0
Subtotal ilines 6 to 13)
73D4
59M
912
974
14
15
Less edema] load
Less transfer
Redistribution
Subtotal
Dud loads
179/6
30%
0
0
140
7444
1242
0
0
150
6056
1836
17%
30%
0
0
-912
0
0
0
0
-974
0
0
Total morn load
Air required (cm)340
8686
7892
356
0
0
0
0
Calculations approved byACCA to meet all requirements of Manual J 8th Ed
-✓f-I�- wrlgF�tsoTt- 2019-Aug-21 14:28:05
RESIDENCE
T Universal 2019 1 Cale RSU08101 Page 12
...Wrightsofl HVAC\NOEL RESIDENCE WITH ICYNEI�.rup Cale = MJB Front Door aces: E
/
+}►- wrightsofr Right- JO Worksheet
AHU2
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772.466-6799 Fax 772-4666796 Email: OUICKCALCS@AOL.COM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Room narne
E>yosed wall
Room height
Room dimensions
Room area
AHU 2 CLST
0 R
10.0 It heat/cool
4.0 x 4.0 ft
16.0 fl'
HALF BATH
5.0 It
10.0 R heat/cool
5.0 x 8.0 It
40.0 ft-
Ty
Construction
number
U-value
(Btuh/ft-F)
Or
HTM
(Btutvfl=)
Area M
or perimeter (ft)
Load
(Btuh)
Area (ft�
or perimeter (ft)
Load
(Btuh)
Heal
Cod
Gross
WP/S
Heat
Cool
Gross
WP/S
Heat
Cool
s
11
.U�J ',-
- _ -_
13A-0acs'__�_-
2 glazing, clr,tov;e_
13A40cs
2 olazing _dr low_e
13A4ocs "
2 glazing,: clr.low-e-_
13A-0acs
2 glazing, clr Iwte
13A-0ocs
2 glaang,dClov:e-
13A-0acs
2 olazinn, clr lav_e
13Alwcs
2 glazing,.cldoa e-
13A-4ocs
2 glazing, dr love
16X30-Md- - ---
22A-tph__
-
---0.143
0.650
0.143
_,_0.650
- 0.143
_-0.650
0.143
0.650
"ri
-n-
ne
_ne_
a
-e_...-18.20
se
se
- s -'-'
_s_
sw
sw
w
.-_w_
nw
_ nw
4.-00
�18.20
4.00
_-0.00
4.00
0.00
0.00
Too-
-_.-0.00
0.00
0,00_
-4.00
_18.20
4.00
O.DO
,,,_ 1.18
38.02
__'219
,14.99
219
__0.00
219
_,33.77
0.00
0.00
--o.00
, _0.00
0.00
0.00
-219
-33.77
219
0.00
0.79
0.00
0
=__ __._0
,.._0
0
0
.,_--__�
0
-_0
0
0
^.p
0
---o
0
--_-0
0
_-p
0
0
0
152
-218
0
0
__-.o
_LC
w
.w I
1-ti
W
aC
,0
0
_ 0
-"0
:.--0
0
0
-_._ _o
___._0
0
0
��0
_`0
0
0
'=i6
16
0
0
0
_ 0
- 50
--12
0
0
0
0
_0
0
0
-__---83
-__-_405
0
o
__o
__0
a
0
_._0
0
0
`-32
0
0
-__-0
0
0
- --a
-_,0
0
0
-! 0
-0
0
0
0
J.___0
0
0
0
_..__.0
0
0
38
0
0
IlN�J 1'
`G
_- oia5
-.0.650
0.143
- 0.650
0.143
_0.650
Q143
0.650
=0.408
1.358
.r_ o
__0
0
0
-- -0
--0
0
0
__--_o
__-0
0
0
-'_--o
_ _-_0
0
_0
, 0
-0:-.0
0
0
i40
40
a
_-0
0
__0
- 0
0
0
6'-
1qJ
w�,
IwI
�--G
C_--,
F
-0
0
.^_- 0__^-0
0
0
0
0
::--47,
0
__0
0
0
= 13
0
16
0
40
5
_„19
0
190
6
c)AED excursion
-1
-12
Envelope Ims/gain
19
12
608
503
12
a) Infiltration
b) Room ventilation
0
0
0
0
93
0
27
0
13
Internal gains: Occupants @ 230
Appliances/olher
0
0
0
0
0
0
Subtotal Qines 6 to 13)
19
12
701
535
14
15
Less wdemal load
Less transfer
Redistribution
Subtotal
Duct loads
17%
30%
0
0
-19
0
0
0
0
-12
0
0
17%
30%
0
0
335
1038
173
0
0
349
884
268
Total room load
Air required (cfm)
0
0
0
0
1208
47
1152
52
Calculations approved byACCA to meet all requirements of Manual J Sth Ed
.ZA wr19�+� �>K 2019-Aug-21 14:28:05
RENCE V41T UICYN al 201919,0.08 RS1108101 Page 13
...Wrighlsofl HVACINOEL RESIDENCE WITH ICYNENE.rup Calt = MJB Front Doar fates: E
+� wrightsoft, Right-JO Worksheet
AHU 3
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-468-6799 Fiuc 772466-6796 Email: QUICKCALCS@AOLCOM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Room name
F)osed wall
Room height
Room dimensions
Room area
AHU 3
107.9 1t
10.7 R
924.5 ft2
MASTER BEDROOM
425 It
12.0 ft heat/cool
1.0 x 331.5 It
331.5 ft'
Ty
Construction
number
U-value
(Btuh/ftz°F)
Or
HTM
(Btuh/ftj
Area (fi5
or perimeter (1t)
Load
(Btuh)
Area
or perimeter (ft)
Load
(Btuh)
Heat
I Cool
Gross
WP/S
Heat
Cool
Gross
WP/S
Heat
Cod
6
'W_1-13A'-0acs
2 glazing, drIa _
13A-4ws
2clazino, dr Iov_e
'13A4ocs "-
2 glazing,.ciclo __
13A-4ocs
2 glazing, or Iwte
2 glazing,d1.Icove_
13A-0a'a
2dazirq, dr lav-e
13A 4acs
2 glazing,.dr.lov-e__
13A-0acs
2 glazing, dr Iow-e _
,16X30-Otd„
#A-lph
-_0143
_0.650
0.143
0.650
-� 0.143
_-0.650
0.143
0.650
„_0.650
0.143
__.�0.650
0.143
0.650
0.143
0.650
� `0.408
1.358
r
_n_
ne
ne
a
_e_
se
se
s
_s_
sw
_sw_
w
_w_
nor
_ m
4.00-
_0.00
4.00
_ 18.20
4.00
_._18.20
4.00
18.20
--4.00
4.00-_-219
-18.20
4.00
_18.20
--4.00
. _18.20
4.00
18.20
=1A8
38.02
2.19
-__,_0.00
219
_26.88
219
_33.77.-.___.12
219
27.05
-_16.03
219
27.05
-. 219
_.33.77
219
28.88
�0.79
0.00
64`���64
0
,_, _ 0
35
__ 0-
158
_.__O
85
0
`--'328
__O
89
0
-._-156
-0
94
_ 0
= �925._,__1089_
108
�._256'
___0
139
140
833
____218._._._.405
339
140
�140-24-24
0
76
206
---346
185
207
0
0
0
-i0
.._.r0
0
96.-53
0
___o
0
0
W,
�C
W
L-G
W-''--13A-0ocs___-0143
LG
42
_ 8
' 170
92
8
'---`086
__60
101
12
-174
_____18
136
42
; _,g25
925
0
0
0
0
-0
__0
- 0
-0
-- --0
-0
0
0
0
0
0
0
0
0
-577,
86
311
_ -144
-608
205
1129
_ 263
0
1305---713
_ __1092
358
209
-- -625
-328
375
764
4103
_
216
_ _
180'721_--394
0655
V/J
�_C
W
_�
__962
196
311
~341
__608
205
1129
733
0
__36
51
12
- �84
-_18
136
42
_„__. 332
-332
39
0
-'-66
0
94
_ 0
i 332
43
15S
209
264
_328
375
764
_391
1616
Iw
�-G
C _
F
6
c)AED excursion
105
289
Envelope loss/gdn
12114
6869
5577
4059
12
a) In68ration
b) Room ventilation
2171
0
623
0
951
0
273
0
13
Intemal gains: Occupants @ 230
Appliances/other
0
0
2500
0
0
1000
Subtotal (lures 6 to 13)
14285
9992
6529
5332
14
15
Less eidernal load
Less transfer
Redistribution
Subtotal
Duct leads
16%
329%
0
0
0
14285
2274
0
0
0
9992
3197
160/0
32%
0
0
50
6579
1047
0
0
32
5364
1716
Total morn load
Air required (dim)
16559
597
13188
597
7626
275
7080
320
Calculations approved byACCA to meet all requirements of Manual J 8th Ed
-1-1i- wr19�+boTi- 2019-Aug-21 14:28:05
A Right -Suite) Universal 2019 19.0.08 RSU08101 Page 14
...Wdghtsoft HVACINOEL RESIDENCE WITH ICYNENE.wp CaIc=MJ8 Front Doorfaces: E
I�
+�+ wrightsoft• Right-M) Worksheet
AHU 3
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772.466-6796 Email: OUICKCALCS@AOL.COM
Job:
Date: AUGUST21,2019
By:
1
2
3
4
5
Room name
E:yosed wall
Room height
Room dimensions
Room area
M TOILET
0 It
10.0 it heat/occl
6.0 x 4.0 ft
24.0 ft2
M BATH
31.4 It
10.0 It heat(cool
1.0 x 275.0 ft
275.0 W
Ty
Ccnstruction
number
U-value
(BluIVftk°F)
Or
HTM
(BtulVft2)
Area
or perimeter (ft)
Load
(Btuh)
Area (ft�
or perimeter (ft)
Load
(Btuh)
Heat
I Cool
Gross
WP/S
Heat
Cod
Gross
N/PIS
Heat
Cool
8
11
15J 1-
73A-0ocs -'w
2 glazing, cir Iwte,
13A-4ocs
2 gluing_clr IPN6_
13A4ocs
2 glazing, clrlawe._-
13A 4=
2 glazing, clr lave
13A-4- --
acs
2 glazing,.clrloece_
13AAocs
2 olazing, cir lav_e-___
93A4ocs
2 glazing,.dclav e_
13A4ccs
2 glazing, dr taus
16X30.Otd
22A-tph
"�0'143
�0.650
0.143
0.650
-'-0.143
i___0.650
0.143
0.650
----0.143
_0.6W
0.143
0.650
....-.-.-0.143.-w_
_-0.650
0.143
0.650
=0:408
L358
n
-n_
ne
_rte
8
_e .
se
se_
-s
_s_
sw
sw
_w_
nw
_rrx
4A0
-_ 0.00
4.00
18.20
4.00
_18.20
4.00
_ 18.20
4.06
-_18.20
4.00
18.20
-'--4.00
-18.20
4.00
18.20
=1 18
`- 2.19
-_0.00
219
26.88
219
-.-.-.33.77
219
27.05
--'2.19
-�0--�0
0
0
_ 0
"0
__--0
0
0
---0
0
0
----0
__0
0
0
4 0
0
42
8
100
` 40'
,__,;0
35
0
88
_._.__.0
35
0
90
160
__0
139
140
352
__218
139
_ _140
360
86
__ 0
76
206
--- -193
-405
76
_ __207
197
_I-_-G
IWI �
�_ii_
.W ,
_'--3
_0
0
00
- --b
0
-0--0
W
_ -
V1��JJ I
!=^-
___.-0
0
0
----0
_,..-. _-0
0
0
-v--'0
__ -0
0
_ _ 0
-0'
_-_72
42
_ 8
90
0
UI!
Y-C
'N1/'_�
�--G
W
I--G
.F _,:
F_
_16.03
219
27.05
_ _' 219.-'-0
-33.77,
219
26.88
=0.78
0.00
___-_0
0
0
-0
0
0
-` _24
_ 24
__0
0
0
_-_0'--_�0
0
0
0
= 24
_ 0
,__0
0
0
-_.0
0
0
_ - 8
0
---0
0
0
__- -0
-0
0
0
_ 19
_ 0
0
0
-0.---0
0
0
--0
-_0
0
0
=275
_31
0
0
--0
__-0
0
0
= 324
_ 1195
0
0
0
-0
0
0
_;218
0
0
-0
0
0
=-275
_275
2
_36_02
6
c)AED emursion
_26
-106
Eaelope loss/gain
28
-7
3167
1560
12
a) Infiltration
b) Roomw:rdilation
0
0
0
0
586
0
168
0
13
Internal gains: Occupants @ 230
Appliances/other
0
0
500
0
0
300
Subtotal (Bares 6 to 13)
28
493
3754
2028
14
15
Less a deale lead
Less transfer
Redistribution
Subtotal
Dud loads
16%
W.
0
0
0
28
5
0
0
0
493
158
16°/.
32%
0
0
6
3759
598
0
0
4
2031
650
Total room load
Air required (cfm)
33
1
651
29
4358
157
2681
121
Calculations approved byACCA to meet all requirements of Manual J 8th Ed
A& +� wr1gft> .R-
Right -Suite® Unlcars201&Aug-2114:28:05al 2019 19.0.08 RSU08101 Page 15
... Wnghtsoe WAC1NOELRESIDENCEWITHICYNENE.Np CaIc=MJS Front Doorfaces: E
+� wrightsoft* Right-.1® Worksheet
AHU 3
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 7724666795 Email: OUCKCALCS@AOL.COM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Room name
5q�osed wall
Room height
Room dimensions
Room area
HIS WIC
0 It
10.0 It hwt/cwl
6.0 x 7.0 ft
42.0 ft2
HER WIC
34.0 It
10.0 ft heat/ccol
1.0 x 184.0 R
184.0 ft2
Ty
Construction
number
U-%aloe
(Stuh/ft-F)
Or
HTM
(Btuwlt2
Area (ft2)
or perimeter (ft)
Load
(Btuh)
Area (ft')
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
WP/S
Heat
Cod
Gross
WP/S
Heat
Cool
6
11
W,
13A
2 glazing, dr lave_
13A4ocs
2glazinq. clrlave_
13A-0acs
2 glazing„clWav-e.-.._
13A-0ocs
2 glazing, or lave
13A-0acs
2 glazin ,dClox-e�
g
13A-4ocs
2 glazinq,ylr Ioae� _
13A4dos
2 glazing,.drlawe_
13A-4ccs
_2 glazing, dr 1.
16)("d_
22A-tph_
--"0.143
10.650
0.143
0.650
�0.143
._.__-0.650
0.143
0.650
n
_n_
ne
no
- e
_e_
se
se
4.00
_0.00
4.00
18.20
4.00
__18.20
4.00
18.20
400
-_._16.20
4.00
18.20
-- -4.00
_._18.20
4.00
18.20
_ 1.18
38.02
"219
__0.00
219
26.88
-- 219
_-33.77.___,_._..0
219
27.05
-fig
__16.03
219
27.05
-- 219
__33.77
219
25.88
®0.79
0.00
--0
___ 0
0
0
---0
0
0
'� 0
..^ _0_0
0
_,« 0
0
_-0
0
0
__ =42
42
0
0
0
0
0
0
--- -0
0
--0
0
--0
_0
0
0
-153
._._.._0
109
__ 0
-123
_ _385
109
0
197
-0
0
0
-146
0
W
L-G
IN
L--G
_0
0
0
---0
-._-0
0
-i- 0
0
0
0
__0
0
0
0
_-_._._.0
0
_ 0
` -0
0
0
_ 0
T "0
_.-0
0
0
' `49
_ 0
0
0
_ 0
--.0
0
_ _0
-
0
0
0
0
0
--70
--0
50
_ 0
- 56
0
50
0
80
0
0
0
_184
34
0
0__
1--280
--0
200
_ 0
l 224
437-
2D0
0
-70
- --- 0
50
0
8o
�24
50
_ 0
90
0
0
"=`134
184
W
l �}✓ I.
��
U.143
_ �0.650
0.143
_ ,0.65C
0.143
-0.650
0.143
0.650
=0.408
s
_
_ s_
sw
sw
-w
_w_
nw
m
YtJ
_
IW r..
_L-G
W
-
F _
__0
0
_0
- 0
--0-0
0
0
-_33
0
--0
,-_-_0
0
0
42
0
_
360
-0
0
0
=217,
1.358
1293
6
c)AED excursion
-27
-23
Envelope loss/pain
49
7
3212
1199
12
8) Infiftralion
b) Room\entilation
0
0
0
0
633
0
182
0
13
Internal gains: Occupants @ 230
Appliances/other
0
0
500
0
0
200
Subtotal Qines 6 to 13)
49
507
364E
1581
14
15
Less edema) load
Less transfer
Redistribution
Subtotal
Duct loads
16%
32%
0
0
24
74
12
0
0
15
522
167
16%
32%
0
0
0
3845
612
0
0
0
1581
505
Total mom load
Air required (dm)
85
3
689
31
4457
161
2087
94
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
2019-Aug-21 14:28:05
Right-Suite(i)Universal 2019 19.0.08 RSU08101 Page 16
...Wdghtsoft H%AC\NOEL RESIDENCE WITH ICVNENE.mp Calc = MJB Front Door faces: E
+� wrightsoft, Right-JO Worksheet
AHU3
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772466-6796 Email: OUICKCALCS@AOL.COM
Job:
Date: AUGUST 21, 2019
By:
1
2
3
4
5
Room narne
E1lwsed wall
Room height
Room dimensions
Room area
AHU 3 CLST
0 It
10.0 it heat/cool
3.0 x 4.0 ft
12.0 It'
M HALL
0 It
10.0 R heat/ccol
14.0 x 4.0 ft
56.0 ft2
Ty
Construction
number
U-value
(Btubift-F)
Or
HTM
(Btuhlft�
Area
or perimeter (ft)
Load
(Btuh)
Area (ft�
or perimeter (it)
Load
(Btuh)
Heat
Cool
Gross
NIP/S
Heat
Cod
Gross
WP/S
Heat
Cool
6
11
�J
L�
13A400s ._...,.-
:2 glazing, driove__
13 4-0
2 glazirw. dr loxc_
13A-0ocs -'-0.143
2 gIa ing,.draowa_
13A 4=
2 glazing, cir low¢
13A-0ocs
2 glazing,.dr low-e_
laA-4 s
2 glazing, GLlow_e
13A4acs
2 glazing„cl0lowe__
13A-4ws
2 glazing, dr lowc�___Q650
:16=o tcl-=-
22A_tph
._�0.143
0.650
0.143
0.650
_.-.0.650
0.143
0.650
"- n
_n_
ne
ne
-" e"
'_e_
se
se
4.00
_0.00
4.00
_J8.20
4.00
.,.._78.20
4.00
18.20
4.00
-18.20
4.00
18.20
4.00
_ 18.20
4.00
18.20
_7a8
38.02
-219
__ 0.00
219
26.88
-' 219
-33.77
2-19
27.05
-2.19
_16.03
219
27.05
219
_.33.77
219
26.88
'"„0.79
(100
,_..._-.0
____-0.
0
0
"-0
_-_.0
0
0
7__-0
,_0
0
0
'-^0
.-.-_0
0
0
- . ;12
12
_--0
0
p
_^0
0
0
--0
-_.0
0
0
�.. _--0
_-._0
--0
0
0
_-0
_"_0
0
0
-_'_0
,__0
0
0
-.._.-0
__0
0
0
--o
_.0
0
0
""'_ _ _0
_ ._ _ 0
0
0
�` - 0
0
0
0
_ _--0
__-__0
0
0
_-"0
- __.0
0
0
"_44
0
W
.
`W,
�G
W
I--G
"15J
L-C
0
0
--`0
-0
0
0
__'-.-a
____0
0
_ 0
��0
---c
0
0
_ 12
0
.__-_0
0
0
--_-0
0
_..-0
0
0
.-- 0
0
-_.0
0
0
-0'-_0
-_-0-143
s0.650
0.143
0.650
0.143
-0.650
0.143
-0.408
1.358
- s
_s_
sw
sw
w
_w_
mN
nw
__
-
M/
,, __ .
W
__
1W
L-c
F
__0
0
0
--0
___0
0
a
__;14
-.0-0-0
0
0
0
0
0
0
____0
0
0
,_ 56
0
-0
0
0
0
__.__o
0
0
0.----0
_s0
0
0
-"_ 56
0
,__0
0
0
w66
0
0'-_56
0
0
0
_T
_
6
c)AED excursion
0
-2
Envelope loss/gain
14
9
66
42
12
a) Khralion
b) Room ventilation
0
0
0
0
0
0
0
0
13
Internal gains: Occupants @ 230
Appliances/other
0
0
0
0
0
0
Subtotal (fines 6 to 13)
14
9
66
42
14
15
Less elaemal load
Less transfer
Redistribution
Subtotal
Dud loads
16%
329/6
0
0
-14
0
0
0
0
-9
0
0
16%
32%
0
0
-W
0
0
0
0
42
0
0
Total room load
Air required (cfm)
0
0
0
0
0
0
0
0
Calculations approved by ACCA to meet all requirements of Manual J Sth Ed
- wr19F+isof!- 2019-Aug-21 14:28:05
. A Right -Suite® Universal E.mp 1 Calc MJ8RSUFr1 Page 17
...Wdghtsoft HVAC\NOEL RESIDENCE WITH ICVNEPIE.rup Catc=MJB Fronl Daor !aces: E
Duct System Summary Job:
+�- wrightsoft® Date: AUGUST 27, zo1B
AHU 1 By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772466-6796 Email: OUICKCALCS@AOL.COM
Project Information
For. NOEL RESIDENCE, RAPHAELHENRI
12103 RIVERBEND ROAD, PORT ST LUCIE, FL 34984
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
1.00
in H2O
0
in H2O
1.00
in H2O
0.500 / 0.500
in H2O
1.000
in/100ft
1550
cfm
Cooling
1.00
in H2O
0
in H2O
1.00
in H2O
0.500 10.500
in H2O
1.000
in/100ft
1550
cfm
241 ft
Name
Design
(Btuh)
Htg
(cfm)
Clg
(cfm)
Design
FIR
Diann
(in)
H x W
(in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
BATH2
c 636
3
28
1.000
5.0
OxO
VIFx
18.6
115.0
st3
BATH
h 1084
43
39
1.000
5.0
OxO
VIFx
27.0
115.0
st4
BEDROOM 2
c 2259
73
98
1.000
7.0
Ox0
VIFx
10.5
115.0
st3
BEDROOM
h 2938
118
116
1.000
7.0
Ox0
VIFx
19.7
115.0
st4
CABANA BATH
o 1357
55
59
1.000
6.0
Ox0
VIFx
65.8
175.0
st8
DINING ROOM
c 4058
167
176
1.000
8.0
OxO
VIFx
42.0
155.0
st7
FAMILY ROOM
h 8619
346
162
1.000
8.0
Ox0
VIFx
22.3
115.0
st4
KITCHEN
c 2703
107
118
1.000
7.0
Ox0
VIFx
40.5
155.0
st7
KITCHEN -A
c 2703
107
118
1.000
7.0
Ox0
VIFx
15.0
115.0
st3
LAUNDRY ROOM
h 3482
140
61
1.000
6.0
Ox0
VIFx
26.4
135.0
st6
LIVING ROOM
c 2897
88
126
1.000
7.0
Ox0
VIFx
63.8
175.0
St8
LIVING ROOWA
c 2897
88
126
1.000
7.0
OXO
VIFx
61.0
175.0
st8
OFFICE
h 4569
183
179
1.000
8.0
Ox0
VIFx
66.0
175.0
st8
PANTRY
c 655
4
28
1.000
5.0
Ox0
VIFx
43.6
155.0
st7
PRAYER ROOM
c 612
1
27
1.000
5.0
OXO
VIFx
23.4
135.0
st6
SINKS
c 650
4
28
1.000
5.0
Ox0
VIFx
12.4
115.0
st3
WIC
c 768
23
33
1.000
5.0
Ox0
VIFx
25.9
135.0
st6
WIG
c 625
2
27
1.000
5.0
Ox0
VIFx
26.7
115.0
st4
,Z�. � wrightsoft• 2019-Aug-21 14:28:08
�A •w�• - ••- Right -Suite® Universal 2019 19.0.08 RSUD8101 Page 1
...Wrighlsoft HVAC1NOEL RESIDENCE WITH ICYNENE.rup Cale=MJB Front Doorboes: E
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Name
Type
(cfm)
(cfm)
FR
(fpm)
(in)
(in)
Material
Trunk
st8
Peak AVF
415
490
1.000
743
11.0
0 x 0
VinlFlx
st7
st7
Peak AVF
692
813
1.000
882
13.0
0 x 0
VinlFlx
st6
st6
Peak AVF
856
934
1.000
873
14.0
0 x 0
VinlFlx
st3
st3
Peak AVF
1041
1205
1.000
863
16.0
0 x 0
VinlFlx
st4
Peak AVF
509
345
1.000
933
10.0
0 x 0
VinlFlx
Name
Grille
Size (in)
Htg
(cfm)
Clg
(cfm)
TEL
(ft)
Design
FIR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Matl
Trunk
rb3
Ox0
1550
1550
0
0
0
0
Ox 0
VIFx
2 -Fk Wrightsaf - 2019-Aug-2114:28:08
•^v� •••.-+ Right-Sulle® Uniwrsa12019 19.0.08 RSU08101 Page 2
...WrighlsoR WACINOEL RESIDENCE WITH ICYNENEJup Calc = MJ8 Front Door faces: E
+ wrightsoft°
Duct System Summary
AHU 2
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772A66-6799 Fax 772A66-6796 Emil: OUICKCALCS@AOL.COM
ill-roject intormation
For. NOEL RESIDENCE, RAPHAEL HENRI
12103 RIVERBEND ROAD, PORT ST LUCIE, FL 34984
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual airflow
Total effective length (TEL)
Heating
1.00
in H2O
0
in H2O
1.00
in H2O
0.500 10.500
in H2O
1.000
in/100ft
597
cfm
W45f,
Job:
Date: AUGUST 21, 2019
By:
Cooling
1.00
in H2O
0
in H2O
1.00
in H2O
0.500 / 0.500
in H2O
1.000
in/100ft
597
cfm
Supply Branch Detail Table
Design
Htg
CIg
Design
Diam
H x W
Duct
Actual
Ftg.Egv
Name
(Btuh)
(cfm)
(cfm)
FR
(in)
(in)
Mail
Ln (it)
Ln (ft)
Trunk
GAME ROOM
c 3946
170
178
1.000
8.0
OxO
VIFx
24.4
115.0
st5
GAME ROOM -A
c 3946
170
178
1.000
8.0
OxO
VIFx
21.6
115.0
St5
HALF BATH
c 1152
47
52
1.000
6.0
OxO
VIFx
3.0
95.0
THEATRE
h 2675
105
94
1.000
7.0
Ox0
VIFx
24.4
115.0
st5
THEATRE -A
h 2675
105
94
1.000
7.0
Ox0
VIFx
21.6
115.0
sty
Supply Trunk Detail Table
Name
Trunk
Type
Htg
(cfm)
CIg
(cfm)
Design
FR
Veloc
(fpm)
Diam
(in)
H x W
(In)
Duct
Material
Trunk
st5
Peak AVF
550
545
1.000
700
12.0
0 x 0
VinlFlx
Return Branch Detail Table
Name
Grille
Size pn)
Htg
(cfm)
CIg
(cfm)
TEL
(it)
Design
FR
Veloc
(fpm)
Di
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Mail
I Trunk
rb2
Ox0
597
597
0
0
0
0
Ox 0
1
VIFx
ti 4 wrightsoft- 2019-Aug-2114:28:08
Sa •_ ^•� +^-+•«+^+ Right -Suite® Universal 2019 19.0.08 RSU08101 Page 3
...Wrighlsoft WACWOEL RESIDENCE WITH ICYNENE.rup Calc = MJ8 Front Door laces: E
`I
9 Duct System Summary Job:
wri htsoft® y � Date: AUGUST 21, zots
AHU 3 By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fe c 772-466-6796 Emit: QUICKCALCS@AOL.COM
Project
For. NOEL RESIDENCE, RAPHAEL HENRI
12103 RIVERBEND ROAD, PORT ST LUCIE, FL 34984
External static pressure
Pressurelosses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
1.00
in H2O
0
in H2O
1.00
in H2O
0.500 / 0.500
in H2O
1.000
in/100ft
597
cfm
Cooling
1.00
in H2O
0
in H2O
1.00
in H2O
0.500 / 0.500
in H2O
1.000
in/100ft
597
cfm
129 ft
Supply Branch Detail Table
Name
Design
(Btuh)
Htg
(cfm)
Clg
(cfm)
Design
FR
Diam
(in)
H x W
(in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
HER WIC
h 4457
161
94
1.000
7.0
0x0
VIFx
14.5
115.0
st1
wswlc
c 689
3
31
1.000
5.0
OxO
VIFx
11.5
115.0
st1
M BATH
h 4358
157
121
1.000
7.0
Ox0
VIFx
11.5
115.0
st1
M TOILET
c 651
1
29
1.000
5.0
0x0
VIFx
9.2
115.0
st1
MASTER BEDROOM
c 3540
137
160
1.000
8.0
Ox0
VIFx
10.5
115.0
st2
MASTER BEDROOM -A
c 3540
137
160
1.000
8.0
Ox0
VIFx
9.5
115.0
st2
Supply Trunk Detail Table
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Name
Type
(cfm)
(cfm)
FIR
(fpm)
(in)
(in)
Material
Trunk
st2
Peak AVF
275
320
1.000
725
9.0
0 x 0
VinlFlx
st1
Peak AVF
322
277
1.000
729
9.0
0 x 0
VinlFlx
Return Branch Detail Table
Name
Grille
Size (in)
Htg
(cfm)
Clg
(cfm)
TEL
(ft)
Design
FIR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
I Matl
Trunk
rb4
Ox0
597
597
0
0
0
0
Ox 0
1
VIFx
wrightsoR. 2019-Aug-21 14:28:08
•• ^•- W^-+•«*+ Right -Suite® Uniwmal 201919.0.08 RSU08101 Page 4
'4C40k... Wnghtsoft HVAC\NOEL RESIDENCE WITH ICYNENE.,up Calc=MJ8 Front Doorfaces: E