RC-15-2299 (2) •
STRUCTURAL GROUP �; •
.... ......
.... .... .....
April 28`h 2016 ••;••; ••. ..:..'
.. .. .... ......
CITY OF MIAMI SHORES •••••• •
Building Department : ••...:
•
10050 N.E. 2" Avenue, ..
Miami Shores,FL.33138
RE: 64 N.W.99`h Street
Miami Shores, FL. 33138
MASTER BUILDING PERMIT RC-9-15-2299
Chief Building Official:
The property located at 64 NW 99TH Street, Miami Shores is in the process of been renovated. The
renovation work consists of the following:
• Complete removal and re-roofing of the existing building.
• Several wood joists at the flat roof area were replaced as required.
• The removal and replacement of the interior gypsum wall board
• Several wood studs were replacement in the interior walls as required.
• The exterior windows and doors were replaced with impact products to match existing openings.
To the best of our knowledge and belief, the above building is structurally satisfactory to have the
renovations outlined completed in accordance with the Florida Building Code 2014,(FBC 2014).
RespeROAl�l su 1 L*ai
CS" UC P INC
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CSW STRUCTURAL GROUP
5397 Orange Drive Suite 203.,Davie,FL 33314 954-316-9001/954-316-9002(Fax)
•••••• •• • •
•••• ••••••
•••••• V • •
•• •• •
•••• ••••••
EXISTING RIDGE BEAM ••
EXISTING ROOF
TO REMAIN •••••• ••••••
•
TO REMAIN ••••NEW 2X(oV*0p COLLA iE
9 I6" Oj::!•ATTACHED TO
EXISTING ROOF RAFTERS
w/((o)-Ibd NAILS ON EA LEG
O O/i T //i \\\ \\O O
0 0 0
jt ;1
NEW VIBRATION
NEW 1-5/8" x 1/8" x 12GA UNISTRJ j I SPRING BOX (4-TOTAL)
ATTACHED TO NEW COLLAR-TIE j
w/(U-*8 x 3" LONG WOOD SCREW i NEW A/C UNIT
e 16" O.C. t 3/4"0 DOUBLE WASHER
(TYP OTHER SIDE) I (24" W x 51" L x 22" H) j NEW 3/8"0 THREADED RODS
j WEIGHT= 160 Ibs (4-TOTAL,(1) IN EACH CORNER)
NEW 1-5/8" x 1/8" x 12GA UNISTRUT j
(2-TOTAL AT BOTTOM) I
ATTACHED TO NEW 3/8"0 ROD I
w/NUT (TYP)
SEGTI OIC
SCALE: I" = I'-O" I
;PROJECT: TELESCO RESIDENCE
64 NW 99th STREET
. MIAMI SHORES, FL 33150
,.i. ' ► - 2016 ' LU_
STAtEoF
STRUCTURAL GROUP
-TITLE : HANGING A/C UNIT DETAILS
5397 Orange Drive.
Suite 203 � ��`\
Davie, FL 33314 DATE : APRIL 28, 2016 c�,(
Ph: (954)316-9001 L,CA4�3bti�2 v, ` 2
L i
• • • •••• ••••••
Tp 1� •••••• •
1 • •
•••• •••• •••••
STRUCTURAL GROUP •••••• •
. . .... .....
.... ......
...... ......
Structural Calculations ••••••
• . •
••
Hanging A/C Unit in Roof
for:
Telesco Residence
64 NW 99th street
Miami Shores, FL 33150
April 28th, 2016
In accordance with the
2014 Florida Building Code
Index
Cover Sheet ................................................................................ 1
Calculations ................................................................................ 2-6
Total: 6 Sheets
Submitted By:
CSW STRUCTURAL GROUP
MARC FL CA #30123
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CSW STRUCTURAL GROUP
5397 Orange Drive Suite 203.,Davie,FL 33314 PH:954.316.9001/FAX:954.316.9002
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39.CONTINUOUS BEAM--THREE EQUAL SPANS—ALL SPANS LOADED
Rq=8400 w! Rs s 1.FO w! R,=1.IO w!
0.4m O 5A7 O.
0.300 w!
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UNOSTRUT
CHANNEL SELECTION CHART ••••
Channel Dimensions Material&Thickness Hole Pattern Me • • ••• ;'
0 •
Stainless • •
Width Hei ht Steel Steel Alum. HS T KO ' D • H3 •••
Channel In mm In mm) gauge gauge In mm Only
•
P1000 1'A 1'A 12 ga 12 ga 0.109 _ ■ ■ ■ • ! • ■ ■ •
P1100 15A 15x6 14 ga 14 ga - ■ ■ ■ ■ • !••••• _
••••
•
P2000 t'A 15A 16 ga - - ■ ■ ■ •� • _•••• _ � •••:
P3000 I 154 13A 12 ga - - ■ ■ ■ ■ _.. . _
P3300 1'A , 'A 12 ga 12 ga - ■ ■ - ■ _ _
P4000 1'A 13/16 4 16 ga 16 ga 0.078 ■ ■ - ■ - -
P4100 1% 13/16 14 ga - - ■ ■ - ■ _ _
P4400 156 1 - 12 ga - - ■ ■ - ■ _ _
P4520 15/6 13/16 12 ga - - ■ ■ _ ■ _ _
P5000 1$/6 31/ 12 ga 12 ga - ■ ■ ■ ■ _ _
P5500 155 27% 12 ga - 1 0.109 ■ ■ ■ ■ - -
CHANNELS&COMBINATIONS IN DESCENDING ORDER 0:STRENGTH
Area Weight I s Allow.Moment Area Weight I s Allow.Moment
Channel In'(cm2) lbs/ft(kg/m) In'(cm') Wice) In-lbs Mm Channel In=(cm=) ibstft(kg/m) In'(cm') In3(cnil) In4bs(Mm)
P5001 1.793 6.10 6.227 1.916 48,180 P1100 0.418 1.42 0.145 0.162 4,060
r
P1004A 1.965 6.68 4,068 1.669 41,980 P3000 0.500 1.70 0.120 0.153 3,850
P5501 1.452 4.94 2.805 1.151 28,940 P4101 0.579 1.97 0.117 0.143 3,610
P1001C41 2.221 7.55 1.856 1.142 28,720 P2000 0.342 1.16 0.125 0.140 3,520
P5000 0.897 3.05 1.098 0.627 15,770 P4001 0.478 1.66 0.104 0.128 3,210
P1001 1.111 3.78 0.928 0.571 14,360 A3301 0.459 1.56 0.077 0.103 2,590
P1101 0.835 2.84 0.733 0.451 11,340 P4400 0.424 2.89 0.053 0.092 2,300
4
2;
P3001 1.000 3.40 0.591 0.430 10,810 0.305 1.04 0.061 0.086 2,170- A1000 s --
Y
P5500 0.726 2.47 0.522 0.390 9,820 P3300 0.395 1.34 0.037 0.072 1,800
P2001 0.684 2.32 0.618 0.381 9,570 P4520 0.384 1.31 0.031 0.064 1,615
P9200 0.489 2.23 0.279 0.297 7,480 A4001 0.264 0.90 0.037 0.058 1,470
A5000 0.492 1.67 0.358 0.265 6,670 p6001 0.213 0.73 0.045 0.055 1,400
P4401 0.849 5.77 0.26 0.26 6,410 P4100 0.290 0.98 0.026 0.054 1,360
A1001 0.609 2.07 0.302 0.242 6,070 P4000 0.244 0.83 0.023 0.049 1,230
PM 0.387 1.88 0.166 0.205 5,150 A3300 0.230 0.78 0.017 0.038 950
P1000 0.555 1.89 0.185 0.202 5,070 A4000 0.132 0.45 0.008 0.022 560
P3301 0.790 2.69 0.176 0.201 5,060 P6000 0.107 0.36 0.009 0.020 510
P4521 0.77 2.62 0.15 0.18 4,538 P7001 0.148 0.50 0.007 0.018 460
Combinations not shown in catalog are available on special order. P7000 0.074 0.25 0.002 0.007 170
Consult factory for more details.
UNDSTRVT S
P3300-BEAM LOADING P3301 -BEAM LoAD;NG ••••
`• 0000 0000..
Max Defl.at • • • •
Uniform Loading at Deflection Max �fl•at g
UAIT'6 $tdadin at CIMeddh
Allowable Uniform Allowable Uniform 0 0,0 0 0 •••• •
Span Uniform Load Load Span/180 Span/240 Span/360 Span Uniform Load Load Span/Vo Span/240 ?pan/360
Q In Lbs In Lbs Lbs Lbs In Lbs In Lbs , Lbs , "I.bs ' •
24 600 0.10 600 600 400 24 1,690 0.06 1,690 1,690 690 ";0 0 0
0000,,
36 400 0.22 360 270 180 36 1,130 0.13 1,132• • 1,130 :•• 0""
860
„ 0000 0000,,
48 300 0.40 200 150 100 48 840 0.23 8j%••0• 720 480 ,
60 240 0.62 130 100 60 60 680 0.37 6=0 • ; 460 • • 10 ••
- •000.0
72 200 0.89 90 70 40 72 560 0.52 430 , 320 ;••••210
84 170 1.20 70 50 30 84 480 0.71 3%,' 240 160 ••••••
96 150 1.59 50 40 30 96 420 0.93 240 180 '0 0' :20
108 130 1.96 40 30 20 108 380 1.20 190 140 100
120 120 2.48 30 20 20 120 340 1.47 150 120 80
144 280 2.09 110 80 50
P3300-COLUMN LOADING P3301 -COLUMN LOADING
Maximum Maximum
Allowable Maximum Column Load Applied at C.G. Allowable Maximum Column Load Applied at C.G.
Unbraced Load Unbraced Load
Height at Slot Face K=0.65 K=0.80 K=1.0 K=1.2 Height at Slot Face K=0.65 K=0.80 K=1.0 K=1.2
In Lbs Lbs Lbs Lbs Lbs in Lbs Lbs Lbs Lbs Lbs
24 2,360 7,740 7,260 6,350 5,390 24 4,290 16,990 16,580 15,770 14,720
36 2,120 6,470 5,390 3,990 2,810 36 4,150 15,890 14,720_ 12,980 11,120
48 1,760 4,910 3,550 2,270 1,580 48 3,940 14,160 12,360 9,880 7,510
60 1,380 3,440 2,270 1,460 " 60 3,650 12,210 9,880 _6,940 4,820
72 1,080 2,390 1,580 " 72 3,270 10,190 7,510 4,820 3,350
84 2,800 8,220 5,530 3,540 "
96 2,410 6,420 4,240 "
108 2,080 5,070 3,350 "
P33001P3301 -ELEMENTS OF SECTION
Parameter P3300 P3301 Notes:
Area of Section 0.395 In' 0.790 Int Load limited by spot weld shear.
"KVr>200
Anis 1-1 NR=Not Recommended.
Moment of Inertia(1) 0.037 In' 0.176 In' 1.Beam loads are given in&pl uniform load(W Lbs)not uniform load(w lbs/ft or
Section Modulus(S) 0.072 In' 0.201 Ina w lbsfin).
Radius of Gyration(r) 0.306 In 0.472 in 2.Beam loads are based on a simple span and assumed to be adequately laterally
Axis 2-2 braced.Unbraced spans can reduce beam load carrying capacity.Refer to Page 62
Moment of Inertia(1) 0.143 In' 0.285 Ino for reduction factors for unbraced lengths.
Section Modulus(S) 0.176 Ina 0.351 Ina 3.For pierced channel,multiply beam loads by the Wowing factor.
Radius of Gyration(r) 0.601 In 0.601 In "KO"Series.......95%. "T"Series..........85%
"HS"Series.......90% "SL"Series........85%
4.Deduct channel weight from the beam loads.
5.For concentrated midspan point loads,multiply beam loads by 50%and the
corresponding deflection by 80%.For other load conditions refer to page 18.
6.All beam loads are for bending about Axis 1-1,
f IT rl
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
11.2.2 Wood Screws 11.2.3 Nails and Spikes •..,,•
11.2.2.1 The reference withdrawal design value, in 11.2.3.1 The reference wit*gj al destiin•va;ue, ins•
lb/in. of penetration, for a single wood screw (cut lb/in. of penetration, for a sin�lQ�ai1 or spike driven q;
thread or rolled thread) inserted in side grain, with the the side grain of the main nlc'mbq, withoh&nail of"
wood screw axis perpendicular to the wood fibers, shall spike axis perpendicular to thVtbod fibers,--Mall be••.
be determined from Table 11.213 or Equation 11.2-2, determined from Table 11.3 ':or: Equat=**11.2-Y,11... ..
'•••
.. .. ... .
within the range of specific gravities and screw diame- within the range of specific gray)tjes and nail or spike
tern given in Table 11.2B. Reference withdrawal.design diameters given in Table 11.;C. R&erenre wi hdrawgl.:%
values, W, shall be multiplied by all applicable adjust- design values, W, shall be m;ltlQkgd by a1)•a13plicable
ment factors (see Table 10.3.1) to obtain adjusted with- adjustment factors (see Table 11U.10) to optair•�djustad
drawal design values,W'. withdrawal design values, W'. "
W=2850 G`D (11.2-2) W=1380 G"Z D (11.2-3)
11.2.2.2 Wood screws shall not be loaded in with- 11.2.3.2 Nails and spikes shall not be loaded in
drawal from end grain of wood. withdrawal from end grain of wood.
11.2.2.3 When wood screws are loaded in with-
drawal, the adjusted tensile strength of the wood screw 11.2.4 Drift Bolts and Drift Pins
at net(root) section shall not be exceeded (see 10.2.3).
Drift bolt and drift pin connections loaded in with-
drawal shall be designed in accordance with principles p
of engineering mechanics.
M
Table 11.213 Cut Thread or Rolled Thread Wood Screw Reference Withdrawal
Design Values MY m
Tabulated withdrawal design values (W) are in pounds per inch of thread penetration into side grain of main In
member. Thread length is approximately 2/3 the total wood screw length (see Appendix L). �
Specific «'ood Screw Number m
GraNity, G 6 7 8 9 10 12 14 1 16 18 20 24 M
0.73 209 229 249 268 288 327 367 406 446 485 564 N
0.71 198 216 235 254 272 310 347 384 421 459 533
0.68 181 199 216 233 250 284 318 352 387 421 489
0.67 176 193 209 226 243 276 309 342 375 409 475
0.58 132 144 157 169 182 207 232 256 281 306 356
0.55 119 130 141 152 163 186 208 231 253 275 320
0.51 102 112 121 131 141 160 179 198 217 237 275
0.50 98 107 117 126 135 .154 172 191 209 a 228 264
0.49 94 103 112 121 130 147 165 183 201 219 254
0.47 87 95 103 111 119 136 152 168 185 201 234
0.46 83 91 99 107 114 130 146 161 177 193 224
0.44 76 83 90 97 105I 119 133 148 162 176 205
0.43 73 79 86 93 100 114 127 141 155 168 196
0.42 1 69 76 82 89 95 108 121 134 147 161 187
0.41 E 66 72 78 SS 91 103 116 128 141 153 178 _
0.40 63 69 75 81 ( 86 98 110 122 134 146 169
0.39 60 65 71 77 82 93 105 116 127 138 161
0.38 57 62 67 73 78 89 99 110 121 131 153
0.37 54 59 64 69 74 84 94 104 114 125 145
0.36 51 56 60 65 70 80 89 99 108 118 137
0.35 48 53 57 62 66 75 84 93 102 111 130
0.31 38 41 45 48 52 59 66 73 80 87 102
1.Tabulated withdrawal design values(w)for wood screw connections shall be multiplied by all applicable adjustment factors(see Table 10.3.1).
AMERICAN FOREST&PAPER ASSOCIATION
S - ,
FORM R405-2014
0000
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION Cjf9CKL•I9F•0 •••••.
.. _ 0.00 •
0000.. .
. . •
, 0
0000..
000.0. ,
0000 0000..
Florida Department of Business and Professional Regulatiot�,,0 •0000. '
0000.
Simulated Performance Alternative(Performance)Method•.�•.: 00000•
.. .. 00.0 0
0..0.
0000..
• . . . 000000
Applications for compliance with the 2014 Florida Building Code, Energy Conservation We the ;"•••
residential Simulated Performance method shall include •• ••• •• :"";
❑ This checklist
❑ A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a-ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst-case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report(1 page) and an input summary checklist that can
be used for field verification(usually 4 pages/may be greater).
❑ Energy Performance Level(EPL)Display Card(one page)
❑ Mandatory Requirements(three pages)
Required prior to CO for the Performance Method:
❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1-
one page)
❑ A completed Envelope Leakage Test Report(usually one page)
❑ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed
Form R405 Duct Leakage Test Report(usually one page)
EnergyGauge®-USRCSB v4.0
3/21/2016 8:48:51 AM Page 1 of 1
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 15070 Telesco-Residence Builder Name:
Street: 64 NW 99 Street Permit Office:
City,State,Zip: Miami Shores,FL,33150 Permit Number:
Owner: Thomas J Telesco Jr Jurisdiction:
Design Location: FL,HOLLYWOOD-FORT-LAUDERDALE-INT
1. New construction or existing Existing(Projecte 9. Wall Types(1496.7 sqft.) '..' Disulation Area
2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Extepgr�..j2=5.0 • 19430 ft2
b.Concrete Block-Int Insul,Adjart: R=5.0 134'42 ft2
3. Number of units,if multiple family 1 c.N/A R= ' ft2
4. Number of Bedrooms 2 d.N/A • {R= ."••, ft2 • •
10.Ceiling Types (1431.0 sqft.) Insulation Area
5. Is this a worst case? No a.Under Attic(Vented) **:'*:R=19.0 *499.00 ft2 00000
6. Conditioned floor area above grade(ft2) 1431 b.N/A " •• R= •••. ft2 0 0*0 0 0
Conditioned floor area below grade(ft2) 0 c.N/A •• •:R= . ft2 •
11.Ducts • • . .R ft2. ��
7. Windows(272.2 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage . ;••••6 140
a. U-Factor: Sgl,U=1.00 272.16 ft2 ..' i • ...•
SHGC: SHGC=0.46 • • •
b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr•' Efficiency
SHGC: a.Central Unit 72.6 SEER:18.00
c. U-Factor: N/A ft2
SHGC: 13.Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a.Electric Strip Heat 39.6 COP:1.00
SHGC:
Area Weighted Average Overhang Depth: 0.000 ft.
Area Weighted Average SHGC: 0.460 14.Hot water systems
8. Floor Types (1431.0 sqft.) Insulation Area a.Electric Cap:40 gallons
EF:0.980
a.Slab-On-Grade Edge Insulation R=1.0 1431.00 ft2 b. Conservation features
b.N/A R= ft2 None
c.N/A R= ft2 15.Credits Pstat
Glass/Floor Area: 0.19Q,\\�\"111 I 1/Tp�al Proposed Modified Loads: 63.58 PASS
Total Baseline Loads: 68.04
I hereby certify that tk1e�SYans and spe�jf tions coveted by Review of the plans and OoIAE 5 �
this calculation are in complier c� `the Floridane�y specifications covered by this
Code. - calculation indicates compliance -
_ 0= with the Florida Energy Code. PON
PREPARED BY: �� Before construction is completed
DATE: �Q� i-------
o��._�� � _ _ this building will be inspected for
-,r--- - 9 P
compliance with Section 553.908 * P `
I hereby certify that this buf �$ 41in com liance Florida Statutes. r�
Y fY � P 00
with the Florida Energy Code. /I I I I I I I t D WE 1�
OWNER/AGENT: __ __ BUILDING OFFICIAL: _
DATE: __ _____________ DATE: _ ,--
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory-sealed In accordance with R403.2.2.1.
-Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report In accordance with R402.4.1.2.
- Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested In accordance with Section 803 of RESNET Standards,Is not greater than 0.030 Qn for whole house.
3/21/2016 8:51 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2014
PROJECT
Title: 15070 Telesco-Residence Bedrooms: 2 Address Type: Street Address
Building Type: User Conditioned Area: 1431 Lot#
Owner: Thomas J Telesco Jr Total Stories: 1 Block/SubDivision:
#of Units: 1 Worst Case: No PlatBook:
Builder Name: Rotate Angle: 0 Street: 64 NW 99 Street
Permit Office: Cross Ventilation: County: miami-Dade
Jurisdiction: Whole House Fan: City,State,Zip: Miami Shores,
Family Type: Single-family FL, 33150
New/Existing: Existing(Projected)
Comment:
CLIMATE •••••• •
/ IECC Design Temp Int Design Temp ..hle�ating JWign Dailxie mlp
V Design Location TMY Site Zone 97.5% 2.5% Winter Summer'DegrA Days'Mpi pe Range••'
FL,HOLLYWOOD FORT FL FORT LAUDERDALE 1 49 90 70 75 •*M5 :90' tLdW•
BLOCKS
Number Name Area Volume : .'. ' • •
--- •-•.-.- ••1•-. -...
1 Block1 1431 11448 '..' ; • •
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 1431 11448 Yes 3 2 1 Yes Yes Yes
FLOORS
# Floor Type Space Perimeter R-Value Area Tile Wood Carpet
-- --------------- — ---------------
1 Slab-On-Grade Edge Insulatio Main 192.9 ft 1 1431 ft2 ---- 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1 Hip Barrel tile 1475 ft2 0 ft2 Medium 0.75 No 0.9 No 1 14
ATTIC
V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC
1 Full attic Vented 300 1431 ft2 N N
CEILING
# Ceiling Type Space R-Value Area Framing Frac Truss Type
1 Under Attic(Vented) Main 19 1431 ft2 0.11 Wood
3/21/2016 8:51 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2014
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
-#-Ornt- To--aAWLType Space R•yalup R _In_ F_.-_-ln---_Area__R-Vatue__Ecaction_ Absor °
- 1 W Exterior Concrete Block-Int Insul Main 5 13 2 8 105.3 ft2 0 0.75 0
- 2 S Exterior Concrete Block-Int Insul Main 5 9 2 8 73.3 ft2 0 0.75 0
- 3 W Exterior Concrete Block-Int Insul Main 5 5 9 8 4 47.9 ft2 0 0.75 0
- 4 S Exterior Concrete Block-Int Insul Main 5 19 5 8 4 161.8 ft2 0 0.75 0
- 5 E Exterior Concrete Block-Int Insul Main 5 14 8 8 4 122.2 ft2 0 0.75 0
- 6 S Exterior Concrete Block-Int Insul Main 5 16 11 8 4 141.0 ft2 0 ....0.75 0
- 7 E Exterior Concrete Block-Int Insul Main 5 30 9 8 4 256.3 ft- : . . 0*...4.75 009094
- 8 N Exterior Concrete Block-Int Insul Main 5 12 11 8 4 107.6 ft2 • 0• •775 Q.
- 9 W Exterior Concrete Block-Int Insul Main 5 7 2 8 4 59.7 ft2 •..:.. 0 0.75 0
5 0
-10 N Exterior Concrete Block-Int Insul Main 5 17 8 4 141.7 ft2 .'•'• 0000002.75 : a':
11 W Exterior Concrete Block-Int Insul Main 5 11 10 8 4 98.6 ft2 0 0.75 '-:t-
12
•;0•12 N Exterior Concrete Block-Int Insul Main 5 5 6 8 4 45.8 ft2 .. .. 01.0
.; :
:.0.75 .........
-13 W Garage Concrete Block-Int Insul Main 5 7 1 8 4 59.0 ft2 ;•• • 0 . 0.75 p'
-14 N Garage Concrete Block-Int Insul Main 5 9 2 8 4 76.4 ft2 Q...;.0.75 •004.
00
DOORS "0 •
# Omt Door Type Space Storms U-Value Width Height Area
Ft_ In Ft In _
1 N Wood Main None .46 36 80 20 ft2
2 S Wood Main None .46 30 78 16.3 ft2
3 E Wood Main None .46 30 79 16.5 ft2
WINDOWS
Orientation shown is the entered Proposed orientation.
Wall Overhang
Omt ID Frame Panes NFRC U-FFactor SHGC Area Depth Separation Int Shade Screening
1 W 1 Metal Single(Clear) Yes 1 0.46 9.3 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
2 S 2 Metal Single(Clear) Yes 1 0.46 9.5 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
3 W 3 Metal Single(Clear) Yes 1 0.46 18.1 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
4 S 4 Metal Single(Clear) Yes 1 0.46 72.2 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
5 E 5 Metal Single(Clear) Yes 1 0.46 36.1 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
6 S 6 Metal Single(Clear) Yes 1 0.46 4.4 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
7 S 6 Metal Single(Clear) Yes 1 0.46 12.5 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
8 E 7 Metal Single(Clear) Yes 1 0.46 25.0 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
9 E 7 Metal Single(Clear) Yes 1 0.46 9.5 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
10 N 8 Metal Single(Clear) Yes 1 0.46 12.5 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
11 N 10 Metal Single(Clear) Yes 1 0.46 25.5 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
12 W 11 Metal Single(Clear) Yes 1 0.46 12.5 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
13 N 12 Metal Single(Clear) Yes 1 0.46 25.1 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
3/21/2016 8:51 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2014
GARAGE
# Floor Area Ceiling Area — Exposed Wall Perimeter Avg.Wall Height — Exposed Wall Insulation —
1 172.9 ft' 384 ft' 40 ft 8 ft 1
INFILTRATION
# Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
-------- ------ —
1 Wholehouse Proposed ACH(50) .000254 954 52.37 98.5 .1754 5
0000
HEATING SYSTEM •••••
. .
•. .
. . . •
# System Type Subtype Efficiency Capacity '•';" •'Bloch Duets-:
1 A Electric Strip Heat None COP:1 19.8 kBtu/hr • • sy� I••
•00.
1 B Electric Strip Heat None COPA 19.8 kBtu/hr •...•• ',•�•• sail.•
COOLING SYSTEM '
.. .. 0000 0000..
# System Type —Subtype------ Efficiency Capacity Airglow* :SHR. Du';.
1 A Central Unit Split SEER: 18 36.3 kBtu/hr 1200;cfnl•.0.75 :•••�' sys#1 •
0.00.
113 Central Unit Split SEER: 18 36.3 kBtu/hr 1200 cfm '0.75 .":f. I'ys#01 •
HOT WATER SYSTEM
_— # System Type SubType Location -- EF Cap Use SetPnt _ Conservation
1 Electric None Garage 0.98 40 gal 50 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 QN RLF Heat Cool
1 A Attic 6 140 ft2 Attic 35 ft' Prop.Leak Free Attic —cfm 0.0 cfm 0.03 0.00 1 1
1 B Attic 6 140 ft' Attic 35 ft' Prop.Leak Free Garage --cfm 0.0 cfm 0.03 0.00 1 1
3/21/2016 8:51 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2014
TEMPERATURES
Programable Thermostat:Y Ceiling Fans:
Coolin H Jann Jul Au Sep Oct Nov Dec
Ju
Venting Jan Feb Mar Apr MaFeb M:r Apr y rl
Jun ri Jul rl Aug rl Sep W OctNov
HX Nov Dec
--------- ------- —
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 80 — - 80 -- - 80 ----80
PM 80 80 78 78 78 78 78 78 78 78 78 78
00
Cooling(WEH) AM 78 78 78 78 78 78 78 78 .78 78 • 0 708+ 78
PM 78 78 78 78 78 78 78 78 .78• u 78 '•478 Ares s•
Heating(WD) PM 8 66 68 68 6 66 68 68 6 66 8 68 68 '68;" 68 •• 60 •66••
0••0
Heating(WEH) AM 66 66 66 66 66 68 68 68 00
g0 g0 68 s 68 .
PM 68 68 68 68 68 68 68 68 Sd'• 68 •••86 .66
0.00 ••.0•
0000•• + •
. 0000 00000
00 0 00
0000 0000••
0000•. � .
+ . •
' • • • 0000:.
0000.•
• . • + •
00 0• 0000•.
• •
3/21/2016 8:51 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 93
The lower the EnergyPerformance Index, the more efficient the home.
0000
• 0000..
64 NW 99 Street, Miami Shores, FL, 33150 0 0 0 0
0000..
1. New construction or existing Existing(Projecte 9. Wall Types ""'Insulation • Area •
a.Concrete Block-Int Insul,Exte&' R ••=5.0 ••1601.30 ft'
2. Single family or multiple family Single-family b.Concrete Block-Int Insul,AdjactkMO• R=5.0 :.,14 29.42 ft' ...••
3. Number of units,if multiple family 1 c.N/A •••••eR= 0000 ft' 00000
• •
4. Number of Bedrooms 2 ••:0 ft'0 0 0 0 0 0
10.Ceiling Types ••••0•Insulation 0 Area •
5. Is this a worst case? No a.Under Attic(Vented) : ' ;R=19.0. 14131.00 ft' '•
6. Conditioned floor area(ft') 1431 b.N/A . • R= ••••• ft'"""
7. Windows*` Description Area c.N/A '•0• :R= • •0 ft'000000
a. U-Factor: Sgl,U=1.00 272.16 ft' 11•Ducts •0 0 0 06 ft'' '
a.Sup:Attic,Ret:Attic,AH:Garage 06 140
SHGC: SHGC=0.46
b. U-Factor: N/A ft'
SHGC: 12.Cooling systems kBtu/hr Efficiency
c. U-Factor: N/A ft' a.Central Unit 72.6 SEER:18.00
SHGC:
d. U-Factor: N/A ft' 13.Heating systems kBtu/hr Efficiency
SHGC: a.Electric Strip Heat 39.6 COP:1.00
Area Weighted Average Overhang Depth: 0.000 ft.
Area Weighted Average SHGC: 0.460
8. Floor Types Insulation Area 14.Hot water systems
z a. Electric Cap:40 gallons
a.Slab-On-Grade Edge Insulation R=1.0 1431.00 ft EF:0.98
b.N/A R= ft'
c.N/A R= ft' b. Conservation features
None
15.Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building ES
Construction through the above energy saving features which will be installed(or exceeded) SOF = ATFo
in this home before final inspection. Otherwise, a new EPL Display Card will be completed �,,, _ . ':c
based on installed Code compliant features.
Builder Signature: — — — Date:
Address of New Home: City/FL Zip:
*Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff.
**Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
3/21/2016 8:51 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescriptive Methods
MENOMONEE
ADDRESS: 64 NW 99 Street Permit Number:
Miami Shores,FL,33150
MANDATORY REQUIREMENTS see individual code sections for full details.
? 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law
[Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for botl pRseld and
nonpresold residential buildings.The EPL display card contains information indicating the energy performance Ioel%M efficiencies el aomponargii...
installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the bailderaccurately wilicts the plan§•
and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be&XW4"Appen ft pl
R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in act"8*rvoe with the requirements of 0
Sections R402.1 through R402.4.4. .... .... :0900:
7 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R4172.%".1 and R4U2!4!1.2.The*•••.
sealing methods between dissimilar materials shall allow for differential expansion and contraction. '';••: :000 ..;..•
•• •• ••s•
• R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table RfQ?�g:,11 shall be installed in "••;•
accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicableto the methdd of constructi0%.
Where required by the code official,an approved third party shall inspect all components and verify corfiplian4.•• •••...
• R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air Ictal 9 rate of ggjejceedingfo*e.:
changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing sal0baconducted witit
a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an
approved third parry.A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or
other infiltration control measures;
2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended
infiltration control measures;
3. Interior doors,if installed at the time of the test,shall be open;
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and
6.Supply and return registers,if installed at the time of the test,shall be fully open.
? R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air.
? R402.4.3 Fenestration air IeakageUVindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm
per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or
AAMANVDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer.
Exception: Site-built windows,skylights and doors.
? R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not
more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
? R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate heating and cooling system.
? R403.1.3 Heat pump supplementary heat(Mandatory).Heat pumps having supplementary electriaresistance heat shall have controls
that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load.
? R403.2.2 Sealing(MandatoryAll ducts,air handlers,and filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance
with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction
or rough-in testing below.
Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section
553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following:
1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area
when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All
register boots shall be taped or otherwise sealed during the test.
2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested
at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be
taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm
(85 Umin)per 100 square feet(9.29 m2)of conditioned floor area.
Exceptions:
1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope.
2. Duct testing is not mandatory for buildings complying by Section R405 of this code.
3/21/2016 8:51 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
? R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the
design air flow rate when tested in accordance with ASHRAE 193.
? R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums.
? R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)
or below 55°F(13°C)shall be insulated to a minimum of R-3.,
? R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected om damage,isaudPSgthat caused
by sunlight,moisture,equipment maintenance,and wind,and shall provide shielding from solar radiation thaNan ceusb*d gtadation of the 0 0
material.Adhesive tape shall not be permitted. 00 • •.. .'
0000.. �..' ; •
? atic or readil • ••"
R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with�p s�OtDD� •y
accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. 0.0 0 ;..••;
• • 0000
? R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vert carpipe risers ftft Have •••0.
'
heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially availbBolfat trap or a•••0 00000
downward and upward bend of at least 3 Y2 inches(89 mm)in the hot water distribution line and cold water line located as closekaapossible 0 0.0 0 0
to the storage tank. 0 0 0 0 0 0
? R403.4.4 Water heater efficiencies(Mandatory). Water heater efficiencies • • • 0 0 0.:.
0..0.0
7 R403.4.4.1 Storage water heater temperature controls •• • 0
000000
•
R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature:19trols • •
capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The"nimEm
temperature setting range shall be from 100°F to 140°F(38°C to 60•C).
• R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied
to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s)
of combustion types of service water heating systems to be turned off.
7 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water
heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1.
R403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors,
and SRCC Standard TMA,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water
heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and
2. Be installed at an orientation within 45 degrees of true south.
7 R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation.
Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating.
? R403.5.1 Whole-house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the
efficacy requirements of Table R403.5.1.
Exception:Where mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an
electronically commutated motor.
7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical
ventilation shall meet the following criteria:
1. The design air change per hour minimums for residential buildings in ASHRAE 62,Ventilation for Acceptable Indoor Air Quality,
shall be the maximum rates allowed for residential applications.
2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics,crawlspaces,attached closed
garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed spaces(s),then the walls of the space(s)from which air is drawn shall be insulated to a
minimum of R-11 and the ceiling shall be insulated to a minimum or R-19,space permitting,or R-10 otherwise.
7 R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment.
? R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and
indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors
which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation
such as standard kitchen and bathroom exhaust systems.
• R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the
calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
3/21/2016 8:51 AM EnergyGaugeO USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
? R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and
shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This
selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the
load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data,
the design value for entering wet bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space.
0000
Exceptions: • 0 ° •
0000 0000.•
1. Attached single-and multi-family residential equipment sizing maybe selected so that its C8oling capacitp isilass than the ••
calculated total sensible load but not less than 80 percent of that load. •••:•• 9.•• ; •0.0:•
2. When signed and sealed by a Florida-registered engineer,in attached single-and multi lamiry units,the capacity of • 9
0009
equipment may be sized in accordance with good design practice. . 0 000000 0•
000••
.•�. 0000 00000
? R403.6.1.2 Heating equipment capacity •••.,• • •
• R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as&ldbtated acc8ttV to SectioA•••••
R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater tAM rR.odesign cooling load. 00
0 • •
R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the decigp•• ••••••
■ requirements calculated according to the procedure selected in Section R403.6.1. • • 9 ' • •
•• 00000••
•00•
R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural drdflogY iolpheric burners•
shall not be less than the design load calculated in accordance with Section R403.6.1.
? R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
? R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the Commercial Provisions in lieu of Section R403.
? R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall
include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F.
? R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and
inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy
requirements for portable spas shall be in accordance with ANSI/APSP-14.
7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted
outside the heater to allow shutting off the heater without adjusting the thermostat setting.
R403.9.1.1 Gas and oil-fired pool and spa heater. All gas-and oil-fired pool and space heaters shall have a minimum
thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56.
Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights.
R403.9.1.2 Heat pump pool heater. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is
required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard.
? R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in
compliance with this equipment.
Exceptions:
1. Where public health standards require 24-hour pump operations.
2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems.
3. Where pumps are powered exclusively from on-site renewable generation.
? R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or
at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or
solar energy source computed over an operating season.
? RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be
high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps.
Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps.
? R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
? R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
? R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or
concrete deck roofs do not have sufficent space,R-10 is allowed.
3/21/2016 8:51 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3
FORM R405-2014
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: 15070_Telesco-Residence Builder Name:
Street: 64 NW 99 Street Permit Office:
City,State,Zip: Miami Shores,FL,33150 Permit Number:
Owner: Thomas J Telesco Jr Jurisdiction:
Design Location: FL,HOLLYWOOD-FORT-LAUDERDALE-INT • •sees
• � 6666 ••• ••
COMPONENT CRITERIA •CHECH9 :•
Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelop
'e..• . •� :•• •:
• •
Exterior thermal envelope contains a continuous barrier. 6666' • '
6666 �..• .
Breaks or joints in the air barrier shall be sealed. 000000
6 �• ��� ••
Air-permeable insulation shall not be used as a sealing material.•'.•• 6
Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned witKth%•; '
insulation and any gaps in the air barrier shall be sealed. ' •6 • .•• :•
Access openings, drop down stairs or knee wall doors to uncolditiwv •
attic spaces shall be sealed. •• • •• 6 '•• ••
Corners and headers shall be insulated and the junction of the foundation " ' 6 •
Walls and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed. _
Exterior thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee walls shall be sealed.
Windows, skylights and doors The space between window/door jambs and framing and skylights and
framing shall be sealed.
Rim joists Rim joists are insulated and include an air barrier. N/A
Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside
and cantilevered floors) of subfloor decking. N/A
The air barrier shall be installed at any exposed edge of insulation.
Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently
attached to the crawlspace walls. N/A
Exposed earth in unvented crawl spaces shall be covered with a Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or N/A
unconditioned space shall be sealed.
Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled N/A
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 be
air tight, IC rated, and sealed to the drywall.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in
exterior walls, or insulation that on installation readily conforms to available
space shall extend behind piping and wiring.
Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air �®
barrier installed separating them from the showers and tubs. V
Electrical/phone box on The air barrier shall be installed behind electrical or communication 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.
Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have
Basketed doors
3/21/2016 8:52 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Prescriptive and Performance Method
Project Name: 15070 Telesco-Residence Builder Name:
Street: 64 NW 99 Street Permit Office:
City,State,Zip: Miami Shores,FL,33150 Permit Number:
Design Location: FL,HOLLYWOOD-FORT-LAUDERDALE-INT Jurisdiction:
Envelope Leakage Test Results Leakage Characteristics
Regression Data: ."
. . .... ......
C: _ n: --- R:— .. ...
------ CFM(50): ......— ....:.
Single or Multi Point Test Data _ •;• 0
--------------
HOUSE PRESSURE FLOW: —••ice------•�•• •
.... .... .....
1 Pa cfm E LA: •
2 Pa cfm ACH: •• •� •��� ��•'��
- 1T7Tif--__--• •
3 — Pa cfm ••.•;•
-- ---------------- ACH(50):
4 Pa cfm ......
SLA: .. ....
5 Pa ---------cfm ------'.—'
6 Pa — — cfm
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour
in Climate Zones 1 and 2,3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2
inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the
test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all
penetrations of the building thermal envelope.
During testing:
1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other
infiltration control measures;
2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration
control measures;
3.Interior doors,if installed at the time of the test,shall be open;
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and
6.Supply and return registers,if installed at the time of the test,shall be fully open.
I hereby certify that the above envelope leakage Where required by the code official, oITKE ST4T�
performance results demonstrate compliance testing shall be conducted by an = O�
with Florida Energy Code requirements in approved third party.A written "�� A
accordance with Section R402.4.1.2. report of the results of the test shall '
be signed by the third party a ,- v
conducting the test and provided to
SIGNATURE: the code official.
PRINTED NAME: WE
DATE: BUILDING OFFICIAL:
— ----------------
------------ DATE:
3/21/2016 8:52 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Softwar Page 1 of 1
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Form R405 Duct Leakage Test Report
Performance Method
Project Name: 15070_Telesco-Residence Builder Name:
Street: 64 NW 99 Street Permit Office:
City,State,Zip: Miami Shores,FL,33150 Permit Number:
Design Location: FL,HOLLYWOOD-FORT-LAUDERDALE-INT Jurisdiction:
Duct Test Time: Post Construction
Duct Leakage Test Results '
. . .... ......
...... .. . ......
CFM25 Duct Leakage Test Values �;•, •
.... .... . .
Line System Outside Duct Leakage •
...... .... .....
1 System 1 _ cfm25(Out) "" ••••••
. . . ......
2 System 2 _ cfm25(Out) :" %
3 System 3 _ — cfm25(Out)
4 System 4 cfm25(Out)
5 Total House Sum lines 1-4
Duct System
Divide by
Leakage (Total Conditioned Floor Area)
_ (Qn,Out)
I hereby certify that the above duct testing Duct tightness shall be verified by TKE STq�
performance results demonstrate compliance o _ F
testing to Section 803 of the RESNET
with the Florida Energy Code requirements in ��%,,,
accordance with Section R403.2.2. Standards by an energy rater certified in
accordance with Section 553.99, """ °' ''
Florida Statutes.
SIGNATURE: — _
PRINTED NAME: _ �Cpp WIE
DATE: BUILDING OFFICIAL:
-- ---------------
DATE:
3/21/2016 8:53 AM EnergyGaugeO USA-FlaRes2014 -Section R405.4.1 Compliant S Page 1 of 1
Building Input Summary Report
PROJECT
Title: 15070 Telesco-Residence Bedrooms: 2 Address Type: Street Address
Building Type: User Bathrooms: 2 Lot#
Owner: Thomas J Telesco Jr Conditioned Area: 1431 sq.ft. Block/SubDivision:
#of Units: 1 Total Stories: 1 PlatBook:
Builder Name: Worst Case: No Street: 64 NW 99 Street
Permit Office: Rotate Angle: 0 County: miami-Dade
Jurisdiction: Cross Ventilation: City,State,Zip: Miami Shores,
Family Type: Single-family Whole House Fan: FL, 33150
New/Existing: Existing(Projected) Terrain: Suburban
Year Construct: 1939 Shielding: Suburban
Comment:
CLIMATE 0.06 6.60•6
Design Design Temp Int Design Temp Heating.. Des!@R ; Daily Tow;.
Location Tmy Site 97.5% 2.5% Winter Summer Degm%day6 Moisture Range .
FL,HOLLYWOOD FORT FL FORT LAUDERDALE HOLLY 49 90 70 75 ssel•• AD••. Low '
UTILITY RATES '
...... .... .....
Fuel Unit Utility Name Monthly Fixed0mIb •$/Unit •'
--------------- ;A
Electricity kWh EnergyGauge Default 0 0 •• 5.1188 � •
Natural Gas Therm EnergyGauge Default 0•• • 0 6 •1.72 ••••
Fuel Oil Gallon EnergyGauge Default 0 • 6• 4.1
Propane Gallon EnergyGauge Default 0 1.4
SURROUNDINGS
Shade Trees Adjacent Buildings
Omt Type Height Width Distance Exist Height Width Distance
N None Oft Oft Oft Oft 0 f Oft
NE None Oft Oft Oft Oft Oft Oft
E None Oft Oft Oft Oft Oft Oft
SE None Oft Oft Oft Oft Oft Oft
S None Oft Oft Oft Oft Oft Oft
SW None Oft Oft Oft Oft Oft Oft
W None Oft Oft Oft Oft Oft Oft
NW None Oft Oft Oft Oft Oft Oft
BLOCKS
Number Name Area Volume
1 Blockl 1431 11448
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated
1 Main 1431 11448 Yes 3 2 Yes Yes Yes
FLOORS
# Floor Type Space Perimeter R-Value Area Tile Wood Carpet
1 Slab-On-Grade Edge Insulation Main 192.9 ft 1 1431 ft' ____ 0 0 1
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Building Input Summary Report
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
# Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1 Hip Barrel tile 1475 ft2 0 ft2 Medium 0.75 No 0.9 No 1 14
ATTIC
# Type Ventilation Vent Ratio(1 in) Area RBS IRCC
1 Full attic Vented 300 1431 ft' N N
CEILING
news
# Ceiling Type Space R-Value Area Framing Fra;ion •N gess Types
1 Under Attic Q Main 19 1431 ft2 '0.41 : . ..Mood .'
WALLS
Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in"Pro'e ction abov ""'•
Adjacent Cavity Width Height Sheathing Framing••Solar •Belovr
# Omt o Wall Type Space R-Value Ft In Ft n Area ,1�41jejue Fractiop„9bsor. Qkft°o•
1 W Exterior Concrete Block-Int Insul Main 5 13 2 8 105.3 ft2 •• •• 9••• 0.75 -0*
2 S Exterior Concrete Block-Int Insul Main 5 9 2 8 73.3 ft2 0 ' 0.75 'CL
. . . . ......
3 W Exterior Concrete Block-Int Insul Main 5 5 9 8 4 47.9 ft2 , Q••••0.75 0 •
4 S Exterior Concrete Block-Int Insul Main 5 19 5 8 4 161.8 ft2 •.. : 0.... 0.75 :"'d:
5 E Exterior Concrete Block-Int Insul Main 5 14 8 8 4 122.2 ft2 0.• U.75 0
6 S Exterior Concrete Block-Int Insul Main 5 16 11 8 4 141.0 ft2 0 0.75 0
7 E Exterior Concrete Block-Int Insul Main 5 30 9 8 4 256.3 ft2 0 0.75 0
8 N Exterior Concrete Block-Int Insul Main 5 12 11 8 4 107.6 ft2 0 0.75 0
9 W Exterior Concrete Block-Int Insul Main 5 7 2 8 4 59.7 ft2 0 0.75 0
10 N Exterior Concrete Block-Int Insul Main 5 17 8 4 141.7 ft2 0 0.75 0
11 W Exterior Concrete Block-Int Insul Main 5 11 10 8 4 98.6 ft2 0 0.75 0
12 N Exterior Concrete Block-Int Insul Main 5 5 6 8 4 45.8 ft2 0 0.75 0
13 W Garage Concrete Block-Int Insul Main 5 7 1 8 4 59.0 ft2 0 0.75 0
14 N Garage Concrete Block-Int Insul Main 5 9 2 8 4 76.4 ft2 0 0.75 0
DOORS
Width Height
# Omt Door Type Space Storms U-Value Ft In Ft In Area
1 N Wood Main None .46 36 80 20 ft2
2 S Wood Main None .46 30 78 16.3 ft2
3 E Wood Main None .46 30 79 16.5 ft2
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Building Input Summary Report
WINDOWS
wall, Overhang
# Omt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening
1 W 1 Metal Single(Clear) Yes 1 0.46 N 9.3 ft2 0 ft 0 in Oft0 in Drapesiblinds None
2 S 2 Metal Single(Clear) Yes 1 0.46 N 9.5 ft2 0 ft 0 in Oft0 in Drapes/blinds None
3 W 3 Metal Single(Clear) Yes 1 0.46 N 18.1 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
4 S 4 Metal Single(Clear) Yes 1 0.46 N 72.2 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
5 E 5 Metal Single(Clear) Yes 1 0.46 N 36.1 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
6 S 6 Metal Single(Clear) Yes 1 0.46 N 4.4 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None
7 S 6 Metal Single(Clear) Yes 1 0.46 N 12.5 ft2 Oft0 in Oft0 in Drapes/blinds None
8 E 7 Metal Single(Clear) Yes 1 0.46 N 25.0 ft2 0 ft 0 in Oft0 in Drapes/bRrfd* None
. . ...
9 E 7 Metal Single(Clear) Yes 1 0.46 N 9.5 ft2 0 ft 0 in 0 ft 0 in.•.Grapes/bl1.nd*..•.• None..
•
10 N 8 Metal Single(Clear) Yes 1 0.46 N 12.5 ft2 0 ft 0 in 0 ft Qisi...Arapes/61i� : Ngrye,.;.
11 N 10 Metal Single(Clear) Yes 1 0.46 N 25.5 ft2 0 ft 0 in 0 ft 0 M•••Drapes/blinds Njn ••
12 W 11 Metal Single(Clear) Yes 1 0.46 N 12.5 ft2 0 ft 0 in 0 ft O in"Orapes/brrids. None '
13 N 12 Metal Single(Clear) Yes 1 0.46 N 25.1 ft2 0 ft 0 in 0 ft Q 0.�•grapes/b1iQ*.• NQr�P�•�•
INFILTRATION ......
# Scope Method SLA CFM 50 ELA Eq LA ACH ACH 50••• p�ce(s) ••••
1 Wholehouse Proposed ACH 50 .000254 954 52.37 98.5 .1754 5 " •All
GARAGE
# _Floor Area _ Roof Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation
1 172.9 ft2 384 ft2 40 ft 8 ft invalid
MASS
Mass Type _ Area Thickness Furniture Fraction Space
No Added Mass 0 ft2 0 ft 0.3 Main
HEATING SYSTEM
# System Type Subtype Efficiency Capacity -------Geothermal HeatPump--- Ducts Block
Entry Power Volt. Curr
1 A Electric Strip Heat None COPA 19.8 kBtu/hr sys#1 1
1 B Electric Strip Heat None COPA 19.8 kBtu/hr s s#1 1
COOLING SYSTEM
# System Type Subtype _ Efficiency _ Capacity Air Flow SHR Ducts Block
1 A Central Unit Split SEER:18 36.3 kBtu/hr 1200 cfm 0.75 sys#1 1
1 B Central Unit Split SEER:18 36.3 kBtu/hr 1200 cfm 0.75 s s#1 1
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Building Input Summary Report
HOT WATER SYSTEM
# System Type SubType Location EF Cap Use SetPnt Credits
1 Electric None Garage 0.98 40 gal 50 gal 120 deg None
SOLAR HOT WATER
Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump
Collector Type Tilt Azimuth Area Loss Coef. Prod. Con-. Volume U-Value Surf Area Exch Eff Pumped Energy
DUCTS
DUCT ---Supply- --- ------Return-------- Air CFM 25 CFM25 HVAC#
# Location R-Value Area Location Area Number Leakage Type Handler TOT OUT Qtj"RL'F. Heat Cool
1 A Attic 6 140 ft2 Attic 35 ft2 1 Prop.Leak Free Attic —cfm ..14 0.03. (LQQ 1 1•'
1 B Attic 6 140 ft' Attic 35 ft2 1 Prop.Leak Free Garage —cfm *"W 0.03•400 1 ••1•••
TEMPERATURES •....•
Programable Thermostat:Y Ceiling Fans: N • • • .
rjJun
Cooling Jan Feb Mar Apr May Jun rl Jul rl Aug Sep":Apr May Jul Aug rl Sep* Oct140V
Oct •• Nov Dcq..•
Venting Jan Feb Mar
Thermostat Schedule: HERS 2006 Reference Hours • • • •
Schedule Type 1 2 3 4 5 6 7 8 •e' i 10 696011 i'1V"i
Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 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 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
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Building Input Summary Report
APPLIANCES&LIGHTING
Appliance Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33
%Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872
%Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443
%Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281
Annual Use: 0 kWh/Yr Peak Value: 0 Watts ••.•
Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 ; 0.4% 0.8 ...0.95 ••t•:•
%Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.825 • 0.7.• :18F5 0.3730
Annual Use: 0 kWh/Yr Peak Value: 0 Watts 460:69• •• • 00000*
Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 'VIV 0.16 '0.12 %416.:
%Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 • + 0.801'"t.151 00.28 '
Annual Use: 1600 kWh/Yr Peak Value: 522 Watts 60:040
Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 .0V.• 0.61�; 0.55 •4.jj:.
%Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 0.96 .0.77 0.n•
Annual Use: 2685 kWh/Yr Peak Value: 492 Watts • • •
• •
• • • • •••• •
Pool Pump AM 0 0 0 0 0 0 0 0 • 0 . 10 .1 • 1 •
%Released: 0 PM 1 1 1 1 0 0 0 0 '.O' i 0 •••• 0 :0600:
Annual Use: 0 kWh/Yr Peak Value: 0 Watts '••'
Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4
%Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8
%Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1
%Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
Annual Use: 0 kWh/Yr Peak Value: 0 Watts
CLOTHES DRYERS
ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr
1 Dryers Default New Main Electricity
RANGE OVEN
ID Type Screen Location Type Fueltype Make Model Cooktop Oven
1 Ranges Default New Main CooktopOven C Electric Electric FI Not Conv
MISC ELECTRICAL LOADS
ID Type Screen Item Quantity Category Operating Location Schedule Off Standby
1 Misc Elec Simple Default 1 1 Main HERS201 1
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