Permit 1515 1517 Richardson (vault) Lot I., Duplex Right
HVAC Load Calculations
for
Beaches Habitat
P.O. Box 50939
Jacksonville Beach, FL 32240
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Ocean State Hea r Conditioning
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1476 lantic Blvd.
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eptune B ch, FL 32266
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(904) 49-8251
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aturday, , 00
a da ay 29,2004
Rhvac-Residential&Light Commercial HVAC Loads
Ocean State Htg&A/C Elite Software Development,inc.
Neptune Beach, FL 32266-1798 Lot 1, Duplex,Right
Project Report Page 2
General Project Information
Project Filename: C:\Elite\Rhvacw\Projects\Beaches Habitat\Lot 11-Duplex-R-1 105.rhv
Project Title: Lot 1, Duplex, Right
Designed By: Ocean State Heating &Air Conditioning
Project Date: 5-28-04
Client Name: Beaches Habitat
Client Address: P.O. Box 50939
Client City: Jacksonville Beach, FL 32240
Company Name: Ocean State Heating and Air Conditioning
Company Representative: Glenn Jones
Company Address: 1476 Atlantic Blvd.
Company City: Neptune Beach, Fl- 32266
Company Phone: (904)249-8251
Company Fax: (904)249-8949
Company Comment:
Design Data
Reference City: Jacksonville, Florida
Daily Temperature Range: Medium
Latitude: 30 Degrees
Elevation: 26 ft.
Altitude Factor: 0.999
Elevation Sensible Adj. Factor: 1.000
Elevation Total Adj. Factor: 1,000
Elevation Heating Adj. Factor: 1.000
Elevation Heating Adj. Factor: 1.000
Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference
Winter: 32 0 0 72 0
Summer: 94 77 50 75 48
Check Figures
Total Building Supply CFM: 667 (4.5 AC/hr) CFM Per Square ft.: 0.604
Square ft. of Room Area: 1,105 Square ft. Per Ton: 696
Building Loads
Total Heating Required With Outside Air: 19,988 Btuh 19.988 MBH
Total Sensible Gain: 14,661 Btuh 85 %
Total Latent Gain: 2,614 Btuh 15 %
Total Cooling Required With Outside Air: 17,275 Btuh 1.44 Tons (Based On Sensible + Latent)
1.59 Tons (Based On 77%Sensible Capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
C:\Elite\Rhvacw\Proiects\Beaches Habitat\Lot 1-Di inlAY-P-11 nR rhvt
Rhvac-Residentjai&Light Commercial HVAC Loads
Ocean State Htg&A/C Elite Software Development,Inc.
Neptune Beach, FL 32266-1798 Lot 1,Duplex,Right
Page 3
TOW Building Summary Loads
Component Area Sen Lat
Description Sen Total
Quan Loss Gain Gain Gain
3C Window Double Pane Clear Glass Metal Frame 100 2,900 0 3,766 3,766
11C Door Metal Polystyrene Core 38 714 0 403 403
12C Wall R-1 1 + 112" Gypsum(R-0.5) 578 2,081 0 1,175 1,175
13C Part R-1 1 + 1/2" Gypsum(R-0-5) 120 238 0 173 173
16G Ceiling Under Vent. Attic - R-30 Insulation 1105 1,458 0 1,568 1,568
22A Slab on Grade No Edge Insulation 106 3,435 0 0 0
Subtotals for structure:
People: 10,826 0 7,085 7,085
Equipment: 3 690 900 1,590
Lighting: 0 0 3,000 3,000
Ductwork: 0 0
3,332 0 2,444 2,444
Infiltration: Winter CFM: 133, Summer CFM: 59 5,830 1,924 1,232 3,156
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0
Sensible Gain Total:
Temperature Swing Multiplier: 14,661
Total Building Load Totals: X 1.00
19,988 2,614 14,661 17,275
Check Figures
Total Building Supply CFM: 667 (4.5 AC/hr) CFM Per Square ft.: 0.604
Square ft. of Room Area: 1,105 Square ft. Per Ton: 696
Building Loads
Total Heating Required With Outside Air: 19,988 Btuh 19.988 MBH
Total Sensible Gain: 14,661 Btuh 85 %
Total Latent Gain: 2,614 Btuh 15 %
Total Cooling Required With Outside Air: 17,275 Btuh 1.44 Tons (Based On Sensible+Latent)
1.59 Tons (Based On 77%Sensible Capacity)
Notes
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
C:\Elite\Rhvacw\Projects\Beaches Habitat\Lot 1-Duplex-R-1 105.rhv Saturdsv Mqx/9Q 9n0A I I-M ARA
Rhvac-Residential&Light Commercial HVAC Loads
Ocean State Htg&A/C Elite Software Development,Inc.
Neptune Beach, FL 32266-1798 Lot 1, Duplex,Right
SYstem I Summary Loads Page 4
Component Area Sen Lat
Description Sen Total
Quan Loss Gain Gain Gain
3C Window Double Pane Clear Glass Metal Frame 100 2,900 0 3,766 3,766
11C Door Metal Polystyrene Core 38 714 0 403 403
12C Wall R-1 1 + 1/2" Gypsum(R-0.5) 578 2,081 0 1,175 1,175
13C Part R-1 1 + 1/2" Gypsum(R-0.5) 120 238 0 173 173
16G Ceiling Under Vent. Attic- R-30 Insulation 1105 1,458 0 1,568 1,568
22A Slab on Grade No Edge Insulation 106 3,435 0 0 0
Subtotals for structure: 10,826 0 7,085 7,085
People: 3 690 900 1,590
Equipment:
Lighting: 0 0 3,000 3,000
Ductwork: 0 0
3,332 0 2,444 2,444
Infiltration: Winter CFM: 133, Summer CFM: 59 5,830 1,924 1,232 3,156
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Sensible Gain Total: 14,661
Temperature Swing Multiplier: X 1.00
System 1 Load Totals: 19,988 2,614 14,661 17,275
Check Figures
Supply CFM: 667 (4.5 AC/hr) CFM Per Square ft.: 0.604
Square ft. of Room Area: 1,105 Square ft. Per Ton: 696
System Loads
Total Heating Required With Outside Air: 19,988 Btuh 19.988 MBH
Total Sensible Gain: 14,661 Btuh 85 %
Total Latent Gain: 2,614 Btuh 15 %
Total Cooling Required With Outside Air: 17,275 Btuh 1.44 Tons (Based On Sensible + Latent)
Notes 1.59 Tons (Based On 77%Sensible Capacity)
Calculations are based on 7th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
C:\Elite\Rhvacw\Projects\Beaches Habitat\Lot 1-Duplex-R-1 105.rhv Saturday, May 29, 2004, 11:02 AM
Rhvac-Residential&Light Commercial HVAC Loads
Ocean State Htg&A/C Elite Software Development,Inc.
Neptune Beach, FL 32266-1798 Lot 1, Duplex,Right
System I Room Load Summary Page 5
Htg Htg Run Run Clg Clg Clg Zone Clg Air
Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys
No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM
---Zone 1--- CFM
1 Owner's 169 2,440 32 1-5 598 1,793 669 82 1.00 82 82
2 Bed 2 144 3,192 41 1-5 532 1,595 439 73 1.00 73 73
3 Laundry/Mech 116 2,164 28 1-6 509 2,195 251 100 1.00 100 100
4 0. Bath 42 66 1 1-4 38 72 0 3 1.00 3 3
5 Bath 2 77 122 2 1-4 68 131 0 6 1.00 6 6
6 Bed 3 120 2,548 33 1-5 637 1,909 209 87 1.00 87 87
7 Dining 115 4,492 58 2-5 587 2,706 488 123 1.30 160 123
8 Living 203 4,776 62 1-6 515 1,897 558 86 1.17 101 86
9 Kitchen 119 188 2 1-6 548 2,363 0 108 1.00 108 108
System 1 total 1,105 19,988 260 14,661 2,614 667 719 667
System 1 Main Trunk Size: 16 in.
Velocity: 478 ft./min
Loss per 100 ft.: 0.039 in.wg
Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
Net Required: 1.44 85%/ 15% 14,661 2,614 17,275
Recommended: 1.59 77%/23% 14,661 4,379 19,040
C:\Elite\Rhvacw\Projects\Beaches Habitat\Lot 1-Duplex-R-1 105.rhv Saturday, May 29, 2004, 11:02 AM
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: Lot 1-Duplex-R-1 105 Builder: Beaches Habitat
Address: Lot: 1, Sub: , Plat: Perm iffing Office: Atlantic Beach
City, State: Permit Number:
Owner: Jurisdiction Number:
Climate Zone: North
I. New construction or existing New — 12. Cooling systems
2. Single family or multi-family Multi-family — I a. Central Unit Cap:20.7 kBtu/hr
3. Number of units,if multi-family I — SEER: 10.00
4. Number of Bedrooms 3 b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area(ft') 1105 ft2
7. Glass area&type Single Pane Double Pane c. N/A
a. Clear glass,default U-11actor 0.0 ft2 100.0 ft2 13. Heating systems
b. Default tint 0.0 ft, 0.0 ft2 a. Electric Heat Pump Cap:22.8 kBtu/hr
c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:7.00
8. Floor types b. N/A
a. Slab-On-Grade Edge Insulation R=0.0, 106.0(p)ft
b. N/A c. N/A
c. N/A
9. Wall types
14. Hot water systems
a. Frame,Wood,Exterior R=1 1.0,578.0 ft2 _ a. Electric Resistance Cap:40.0 gallons
b. Frame,Wood,Adjacent R=I 1.0, 120.0 ft2 _ EF:0.92
c. N/A b. N/A
d. N/A
e. N/A c. Conservation credits
10. Ceiling types (HR-Heat recovery,Solar
a. Under Attic R=30.0, 1105.0 W DHP-Dedicated heat pump)
b. N/A 15. HVAC credits
c. N/A (CF-Ceiling fan,CV-Cross ventilation,
It. Ducts HF-Whole house fan,
a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft PT-Programmable Thermostat,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.09 Total as-built points: 17388
Total base points: 19548 PASS
I hereby certify that the plans and specific fis covered 1 Review of the plans and
h 1�
by this calculation are in complia orida 01j fLE S74i
e wit specifications covered by this
Energy Code. indicates compliance 9111"
0
with the Florida Energy Code.
PREPARED BY: Ocean ate GI nes : ,
fore construction is completed 4
DATE: this-building will be inspected for 0*
I hereby certify that this bui ing, as designe is in compliance with Section 553.908
compliance with the Florida nergy Code. Florida Statutes. 0
OWNER/AGENT: BUILDING OFFICIAL:
DATE:
DATE:
EnergyGauge@(Version: FLRCPB v3.30)
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
[ADDRESS: Lot: 1, Sub: , Plat: . . . PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BSPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points
.18 1105.0 20.04 3986.0 Double,Clear NW 1.0 6.0 15.0 25.97 0.97 378.9
Double,Clear NW 1.0 6.0 15.0 25.97 0.97 378.9
Double,Clear NE 1.0 6.0 15.0 29.56 0.97 430.7
Double,Clear NE 1.0 6.0 15.0 29.56 0.97 430.7
Double,Clear SE 6.0 5.5 20.0 42.75 0.48 408.7
Double,Clear SE 1.0 6.0 20.0 42.75 0.96 820.9
As-Built Total: 100.0 2848.8
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adjacent 120.0 0.70 84.0 Frame,Wood, Exterior 11.0 578.0 1.70 982.6
Exterior 578.0 1.70 982.6 Frame,Wood,Adjacent 11.0 120.0 0.70 84.0
Base Total: 698.0 1066.6 As-Built Total: 698.0 1066.6
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 0.0 0.00 0.0 Exterior Insulated 38.0 4.10 155.8
Exterior 38.0 6.10 231.8
Base Total: 38.0 231.8 As-Built Total: 38.0 155.8
CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points
Under Attic 1105.0 1.73 1911.7 Under Attic 30.0 1105.0 1.73XI.00 1911.7
Base Total: 1105.0 1911.7 As-Built Total: 1105.0 1911.7
FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Slab 106.0(p) -37.0 -3922.0 Slab-On-Grade Edge Insulation 0.0 106.0(p -41.20 -4367.2
Raised 0.0 0.00 0.0
Base Total: -3922.0 As-Built Total: 106.0 -4367.2
INFILTRATION Area X BSPM = Points Area X SPM = Points
1105.0 10.21 11282.0 1105.0 10.21 11282.0
EnergyGauge@ DCA Form 60OA-2001 EnergyGauge@)/FlaRES'2001 FI_RCPI3 v3.30
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
�ADDRESS: Lot: 1, Sub: , Plat: . . . PERMIT#:
BASE AS-BUILT
Summer Base Points: 145556.1 Summer As-Built Points: 12897.7
Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component ' Ratio Multiplier Multiplier Multiplier Points
(DM x DSM x AHU)
12897.7 1.000 (1-090X1.147xO.86) 0.341 1.000 4757.8
14556.1 0.4266 6209.6 1 12897.7 1.00 1.081 0.341 1.000 4757.8
EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES2001 FLRCPB v3.30
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
[ADDRESS: Lot: 1, Sub: , Plat: . . . PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BWPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Point
.18 1105.0 12.74 2534.0 Double,Clear Nw 1.0 6.0 15.0 24.30 1.00 364.5
Double,Clear NW 1.0 6.0 15.0 24.30 1.00 364.5
Double,Clear NE 1.0 6.0 15.0 23.57 1.00 353.81
Double,Clear NE 1.0 6.0 15.0 23.57 1.00 353.8
Double,Clear SE 6.0 5.5 20.0 14.71 2.02 594.0
Double,Clear SE 1.0 6.0 20.0 14.71 1.04 305.4
As-Built Total: 100.0 2336.1
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adjacent 120.0 3.60 432.0 Frame,Wood, Exterior 11.0 578.0 3.70 2138.6
Exterior 578.0 3.70 2138.6 Frame,Wood,Adjacent 11.0 120.0 3.60 432.01
Base Total: 698.0 2570.6 As-Built Total: 698.0 2570.6
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Adjacent 0.0 0.00 0.0 Exterior Insulated 38.0 8.40 319.2
Exterior 38.0 12.30 467.4
Base Total: 38.0 467.4 As-Built Total: 38.0 319.2
CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points
Under Attic 1105.0 2.05 2265.3 Under Attic 30.0 1105.0 2.05 X 1.00 2265.3
Base Total: 1105.0 2265.3 As-Built Total: 1105.0 2265.3
FLOOR TYPES Area X I3WPM = Points Type R-Value Area X WPM = Points
Slab 106.0(p) 8.9 943.4 Slab-On-Grade Edge Insulation 0,0 106.0(p 18.80 1992.8
Raised 0.0 0.00 0.0
Base Total: 943.4 As-Built Total: 106.0 1992.8
INFILTRATION Area X BWPM = Points Area X WPM = Points
1105.0 -0.59 -651.9 1105.0 -0.59 -651.9
EnergyGauge@)DCA Form 60OA-2001 EnergyGauge@)/FlaRES'2001 FI_RCPB v3.30
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
[ADDRESS: Lot: 1, Sub: , Plat: . . . PERMIT#:
BASE AS-BUILT
Winter Base Points: 8128.7 Winter As-Built Points: 8832.0
Total Winter X System Heating Total X Cap X Du:ct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
(DM x DSM x AHU)
8128.7 0.6274 5099.9 8832.0 1.000 (1.069xl.169xO.88) 0.487 1.000 4750.2
1 8832.0 1.00 1.104 0.487 1.000 4750.2
EnergyGauge Tm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 1, Sub: , Plat: . . . PERMIT#:
BASE AS-BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2746.00 8238.0 40.0 0.92 3 1.00 2626.61 1.00 7879.8
As-Built Total: 7879.8
CODE COMPLIANCE STATUS
BASE I AS-BUILT
Cooling + Heating + Hot Water Total Cooling + Heating + Hot Water Total
Points Points Points Points Points Points Points Points
6210 5100 8238 19548 i 4758 4750 7880 17388
PASS
jqllE S7411
0
EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES2001 FLRCPB v3.30
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
FADDRESS. Lot: 1, Sub: , Plat: . . .
PERMIT#:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION � REQUIREMENTS FOR EACH PRACTICE
Exterior Windows&Doors 606.1.ABC.1.1 1 1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. CHECK
Exterior&Adjacent Walls 606.1-ABC.1.2.1 I Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall;
foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility
penetrations;between wall panels&top/bottorn plates;between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from,and is sealed to,the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter,penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases,
1 soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate;
I attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is
I installed that is sealed at the perimeter,at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a
sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from
conditioned space,tested.
Multi-story Houses 606.1.ABC.125 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by;311 residences.)
COMPONENTS S N REQUIREMENTS
CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit
breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required.
Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools
must have a pump timer.Gas spa&pool heaters must have a minimum thermal
efficiency of 78%.
Showerheads 612.1 Water flow must be restricted to no more than:2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically
attached,sealed, insulated,and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system
Insulation 604.1,602.1 Ceilings-Min. R-1 9.Common walls-Frame R-1 1 or CBS R-3 both sides.
Common ceiling&floors R-1 1.
EnergyGauge Tm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCPB v3.30
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* 84.9
The higher the score,the more efficient the home.
Lot: 1, Sub: , Plat: . . .
1. New construction or existing New - 12. Cooling systems
2. Single family or multi-family Multi-family - a. Central Unit Cap:20.7 kBtu/hr
3. Number of units,if multi-family I - SEER: 10.00
4. Number of Bedrooms 3 - b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area(ft2) 1105 ft2 c. N/A
7. Glass area&type Single Pane Double Pane -
a. Clear-single pane 0.0 ft2 100.0 ft, - 13. Heating systems
b. Clear-double pane 0.0 ft, 0.0 ft, - a. Electric Heat Pump Cap:22.8 kBtu/hr
c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 _ HSPF:7.00
d. Tint/other SHGC-double pane b. N/A
8. Floor types
a. Slab-On-Grade Edge Insulation R=0.0, 106.0(p)ft c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap:40.0 gallons
a. Frame,Wood,Exterior R=1 1.0,578.0 ft2 EF:0.92
b. Frame,Wood,Adjacent R=11.0, 120.0ft2 b. N/A
c. N/A
d. N/A c. Conservation credits
e. N/A (HR-Heat recovery,Solar
10. Ceiling types DHP-Dedicated beat pump)
a. Under Attic R=30.0, 1105.0 ft2 - 15. HVAC credits
b. N/A - (CF-Ceiling fan,CV-Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts - PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft - MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed(or exceeded)
in this home before final inspection.Otherwise,a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Date: III
Address of New Home: City/FL Zip: WE
*NOTE: The home's estimated energy performance score is only available through the FLAIRES computer program.
Af
This is not a Building Energy Rating. Ifyour score is 80 or greater(or 86for a US EPAIDOE EnergyStarTdesignation),
your home may quali0for energy efficiency mortgage(EEM) incentives�fyou obtain a::Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edufor
information and a list of certified Raters. For information about Florida's Energy Ef
contact the Department of Community Affairs at 8501487-1824. ficiency Code For Building Construction,
EnergyGauge(T(Version: FLRCPB v3.30)
Truss Type
USS A 177182
Truss
TMONO TRUSS 8
Job Truss Truss Type Qty Ply
FJ77465 Ciol
Job Refereme'o tionall�
5.200 s Oct 21:2003 MiTek g J.stries,Inc. Fri Jun 04 08:31:54 2004 Page 1
3
2-0-0 1-0-0
1-0-0
c le 1:5.8
2
4.0 0 F1_2
2x4
4
1-0-0
LOADING(psf) SPACING 2-0-0 CS11 DEFIL in (loc) I/defl L/d PLATES GRIP
U
TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.00 2 >999 240 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.09 1 >283 180
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:6 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 1-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=-95/Mechanical,2=274/0-3-8,4=14/Mechanical
Max Horz2=92(load case 3)
Max Uplift3=-95(load case 1),2=-433(load case 3),4=-14(load case 3)
Max Grav3=168(load case 3),2=274(load case 1),4=14(load case 1)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3�51/69
BOT CHORD 2-4=0/0
JOINT STRESS INDEX
2=0.29
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Dpsf;Category 11;Exp C;partially;MWFRS gable end
zone and C-C Exterior(2)zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C
for members and forces,and for MWFRS for reactions specified.
2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 95 lb uplift at joint 3,433 lb uplift at joint 2
and 14 lb uplift at joint 4.
LOAD CASE(S) Standard
Tn3ss Design Engineer:Lawrence A.Paine,PE
Florida PE No.21475
BmIder;FirstSource-Florida,LLC
6550 Foosevelt Blvd.Jacksonville,FL 32244
June 10,2004
—W a�nqd
_' -Verify
A Waming-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1.747.3 BEFORE USE
Th.d..g"'s ..d on',up.
pp"_ of c..'g r
�A b n pa am a. M co
respon. nd m k conne.
ry tons L
I g t�
This design is based only upon the parameters shmn for an individual building component that is installed and loaded vertically and a ricaled th iTek nnectors.
bn - -
Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary a permanent b cing:,is the
"a
ry
responsibility of building designer and I or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storaget,delve ,erection LS *101
and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, uildealli
6300 Enterprise I-ane,Madison,Wl 53719 or the Truss Plate Institute,583 D'Onoffic,Drive,Madison,WI 53719
FirstSource.
T ss Truss Type Qty Ply
'u :Tp USS
CJ03 MONO TRUSS 8 A 177184
J.b R.�I.renoe(optional)
B.Ilders "St S--1..,J..k. FI.nd.32244 5.200 s 4 1 f—VO IVII I eK Industries,Inc. Fri Jun 04 M-31:54—2oo4 Page I
l. -2-0-0 5-0-0
2-0-0
5-0-0
e 11
4.0 0 F1-2
2
2x4
4
5-0-0
5-0-0
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defi L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.12 2-4 >488 240 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 ::B:CO.30] Vert(TL) 0.11 2-4 >523 180
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 h1a n/a
I
BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:19 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 5-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=102/Mechanical.2=347/0-3-8,4=72/MechanicaI
Max Horz2=205(load case 3)
Max Uplift3=-165(load case 3),2=-466(load case 3),4=-72(load case 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3=-112/25
BOT CHORD 2-4=0/0
JOINT STRESS INDEX
2=0.34
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf,,Category 11;Exp C;partially;MWFRS gable end
zone and C-C Exterior(2)zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C
for members and forces,and for MWFRS for reactions specified.
2)Provide mechanical connection(by others)of truss to bearing plate capable ofwithstanding 165 lb uplift atjoint 3,466 lb uplift atjoint
2 and 72 lb uplift at joint 4.
LOAD CASE(S) Standard
Truss Design Engineer:Lawyence A.Paine,PE
Florida PE No.21475
Builders FirstSource-Florida,LLC
6550 RooseNelt Blvd.Jacksoni-ille,Fl.32244
June 10,2004
Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE KU E
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated ithMiTekoonnectors. "Amok
Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,;is the
responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,dellveiy,erection tsunuelz
and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,I WTCA Center,
6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofro Drive,Madison,WI 53719 LlFirstSource-
Job Truss Truss Type Qty Ply
J77465 EJ02 MONO TRUSS 4 1 1 J1 177186
Builders First Source,Jacksonville Florida 32244 Job Reference 0 tional
-2-G-0 5.200 s Oct 21 2003 MiTek Industries,Inc. Tue Jun 08 14:38:33 2004 Page 1
2-0-0 -0-0
7-0-0 3
Sca a
4.0 0 ri-2
2
2x4
4
7-0-0
5-1-12
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/deft Ud PLAT:ES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.08 2-5 >770 240 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0,45 1 >58 180
BCLL 10.0 Rep Stress Incr YES W13 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 5.0 Code FBC2001/ANSI95 (Matrix) I t
LUMBER BRACING :Weight:25:1b
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed:�:or 6-0-0 oc puffins.
BOTCHORD 2 X 4 SYP No.21D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=164/Mechanical,2=381/0-3-8,4=-13/Mechanical,5=157/0-3-8
Max Horz2=263(load case 3)
Max Uplift3=-266(load case 3),2�510(loacl case 3),4=-13(load case 1),5=-122(load case 3)
Max Grav3=164(load case 1),2=381(load case 1),4=44(load case 3),5=157(load case 1)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3�160/42
BOT CHORD 2-5=0/0,4-5=0/0
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end
zone and C-C Exterior(2)zone;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for
members and forces,and for MW`FRS for reactions specified.
2)Refer to girder(s)for truss to truss connections.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 266 lb uplift atjoint 3,510 lb uplift at joint
2,13 lb uplift at joint 4 and 122 lb uplift at joint 5.
LOAD CASE(S) Standard
Truss Design Engineer:Lamrence A.Paine,PE
Florida PE No.21475
Builders FirstSource-Flori4 LLC
65-50 Roosevelt Blvd.Jacksonville,FL 32244
June 10,2004
Warning-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111111-7473 BEFORE USE wl�a*& law ff
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek cGnnectom.
Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,!is the
and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, tsunaers
responsibility of building designer and I or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,deffve;�erection
6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofflo Drive,Madison,WI 53719
IMFirstSource
Job Truss Truss Type Qty Ply
J7746
5 HJ02 MONO TRUSS 2 _A177118.
Builders First Source,Jacksonville Florida 32244 Job Reference o t�ional
,,'��e
5.200 s Oct 21 2003 MiTek Industries,Inc. Fri Jun 04 08:31:55 2004 Page I
-2-9-15
2-9-15 5-0-4 0-13
4-10-9
Scale 1:21.3
2.83 F1 2
2x4 zZ
3
2
F�
3x6
6 5
3A
4-2-12 7-3-5 9-10-13
4-2-12 3-0-9 2-7-8
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP
s ease
TCLL 20.0 :Plate_Incr: 1.25 TC 0.60 Vert(LL) 0.06 2-7 >999 240 M112(0 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) 0.31 1 >120 180
BCLL 10.0 Rep Stress Incr NO WB 0.33 Horz(TL) -0.02 5 n/a 7n/a
BCDL 5.0 Code FBC2001/ANSI95 (Matrix) 'g
Weii ht:42 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc pudins.
BOTCHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 4=253/Mechanical,2=466/0-4-15,5=201/Mechanical,7=260/0-4-15
Max Horz2=314(load case 2)
Max Uplift4=-400(load case 2),2=-687(load case 2),5=-1 98(load case 2),7=-146(load case 5)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3=-781/955,3-4=-110/43
BOTCHORD 2-7=-1161/748,6-7=-1161/748,5-6=0/0
WEBS 3-6=-768/1193
JOINT STRESS INDEX
2=0.57,3=0.39 and 6=0.25
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end
zone;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60,
2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 400 lb uplift at joint 4,687 lb uplift at joint
2,198 lb uplift at joint 5 and 146 lb uplift at joint 7.
3)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Regular:Lumber Increase=1.25,Plate lncrease=1.25
Uniform Loads(pl�
Vert:1-2=-54
Trapezoidal Loads(pl�
Vert:2=-3(F=26,B=26)-to-4=-134(F=-40,8=40),2=-O(F=15,B=15)-to-5=-74(F=-22,B=-22)
Tniss Design Engineer LamTence A.Paine,PE
Florida PE No.21475
Builders FirstSource-Florik LLC
6550 Roosevelt Blvd.Jacksonville,FL 32244
June 10,2004
rs
Source-
Truss Truss Type Qty Ply
MO
:T02 MONsOTHPI, 4 A 177190
44 Job�R.Iemnc.
5.200 S U-4 1 zuu,5 MI I eK industries,Inc. Fri Jun 04 08 31�562004 Page I
-2-0-0 5-0-0 9-0-0 0-0-0
2-0-0 5-0-0 25-0-0
4-0-0 8-0-0 8-0-0
Scale 1:47.4
5x8
2x4 11 4x6
4.00 F1—2 4 5
2x4
3
2
3x6 10 9 8
3x6 3x6 3x8 3x6 11
9-0-0 17-0-0 25-0-0
9-0-0 8-0-0 8-0-0
Plate Offsets(X,Y): [4:0-5-4�0-2-81,f6:0-2-12,0-2-0],[8:0-2-8,0-1-8]
f' L/d PLATES GRIP
0 1 9/190
LOADING(pso SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.28 8-10 >999 240 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TQ -0.31 2-10 >965 180
9
'7 1 orz(TL)
BCLL 10.0 Rep Stress Incr YES WVB 0.91 Horz(TL) -0.06 7 n/a n/a
BCDL 5.0 Code FBC2001/ANS195 (Matrix)
Weight:121 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 4-0-6 oc purlins, except end verticals.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 4-2-10 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at micipt 4-8,6-8
REACTIONS (lb/size) 7=1032/0-3-8,2=1161/0-3-8
Max Horz2=323(load case 3)
Max Uplift7=-894(load case 3),2=-1 065(load case 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3=-2439/2331,3-4=-2169/1968,4-5=-1954/1811,5-6=-1954/1811,6-7=-909/949
BOTCHORD 2-10=-2407/2273,9-10=-1960/2052,8-9=-1960/2052,7-8=-109/128
WEBS 3-10=-254/483,4-10=-116/356,4-8=-105/188,5-8=-447/665,6-8=-1825/1958
JOINT STRESS INDEX
2=0.67,3=0.25,4=0.81,5=0.27,6=0.95,7=0.37,8=0.86,9=0.60 and 10=0.22
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end
zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and
for MWFRS for reactions specified.
2)Provide adequate drainage to prevent water poncling.
3)Provide mechanical connection(by others)of truss to bearing plate capable ofwithstanding 894 lb uplift at joint 7 and 1065 lb uplift at
joint 2.
LOAD CASE(S) Standard
Trws Design Engineer:Lawrence A.Paine,PE
Florida PE No.21475
Builders FirstSource-Florida,LLC
6550 Roosevelt Blvd.Jacksonville,FL 32244
June 10,2004
1,& Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors.
ary and permanent bracing�is the
responsibility of building designer and/or contractor per ANSI/TPI I as referenced by the building code. general guidance regarding storage,delivery,erection TLtItBt
and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from th:Wor tsunaeffnS,
Applicability of design parameters and proper incorporation of component into the overall building structure,including all tempor
ood Truss Council of America,1 WTCA Center,
6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 FirstSource
;Job Truss Truss Type Qty Ply
:L P J1 177192
J77465 T04 MONO HIP 4 1
Job Reference(optional)
Builders First Source,Jacksonville Florida 32244 ::1;7J.b lef,,ence 1pplimm,
5-- -�L 4 1 4uu,5 ml I eK industries,Inc. Fri Jun 04�08.31.562004 Page 1
1 -2-0-0 8-0-0 13-0-0 J01- 19-0-0
2-0-0 25-0-0
8-0-0 5-0-0 6-0-0 6-0-0
Scale 1:47.4
4x6
U6 3x6 11
4 5 6
4.00 F1 2
3x6 5�
3
2-
3x6 10 9 8
2x4 11 3x6 3x8 7
3x6
i 8-0-0 13-0-0
8-00 5-0-0 12-0-0
EFIL
rt(LL)
S' D
LOADING(pso SPACING 2-00 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.39 7-8 >768 240 M1120 249/190
s
TCDL 7.0 Lumber Increase 1.25 BC 0,80 Vert(TL) -0.57 7-8 >516 180
BCLL 10.0 Rep Stress Incr YES WB 0.47 Horz(TL) -0.07 7 n/a n/a
(M r.�47
BCDL 5.0 _Code FBC2001/ANS195 (Matrix) Weight:123 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21D TOPCHORD Sheathed or 3-9-12 oc purlins, except end verticals.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 4-0-0 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7
REACTIONS (lb/size) 7=1032/0-3-8,2=1161/0-3-8
Max Horz2=437(load case 3)
Max Uplift7=-91 1(load case 3),2�1 048(load case 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3=-2337/2160,3-4=-1655/1524,4-5=-1530/1513,5-6=-100/18,6-7=-156/205
BOTCHORD 2-10=-2345/2150,9-10=-2345/2150,8-9=-234512150,7-8=-1110/1037
WEBS 3-10=-1/173,3-8=-709/942,4-8=-66/246,5-8=-503/615,5-7�1169/1362
JOINT STRESS INDEX
2=0.69,3=0.28,4=0.75,5=0.41,6=0.31,7=0.89,8=0.37,9=0.88 and 10=0.25
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf,,Category 11;Exp C;partially;MWFRS gable end
zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and
for MWFRS for reactions specified.
2)Provide adequate drainage to prevent water ponding.
3)Provide mechanical connection(by others)of truss to bearing plate capable ofwithstanding 911 lb uplift at joint 7 and 1048 lb uplift at
joint 2.
LOAD CASE(S) Standard
Truss Design Engineer:Lamrence A.Paine,PE
Florida PE No.21475
Builders FixstSo=e-Florida,LLC
6550 Roosevelt Blvd.Jacksonville,FL 32244
June 10,2004
VIM
5 Qv
ource
Job Truss Truss Type Qty Ply
J77465 T06 MONO HIP 4 0 1 J 1177194
Builders First Source,Jacksonville Florida 32244 Job Reference 0 tional
_r��e
�e� tional
5.200 s Oc�t 21 2003 MiTek Industries,Inc. Fri Jun 04 08:31:57 2004 Page
1
-2-0-0 1 8-0-0 14-0-0 e, 17-0-0
2-0-0 8-0-0 6-0-0 25-0-0
3-0-0 8-0-0
4.00 F1—2 5x8 Scale 1:47.4
3x6 11
6 7
Us
3x6 5
4
2x4
3
2
3x6
11 10 9
3x6 3x6 3x6 3x6
12-0-0 1 17-0-0 25-0-0
Plate Offsets(X,Y): [6:0-5-4,0-2-81 12-G-0 5-0-0 8-0-0
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defi L/d PLATES GRIP
d fi
2-
TCLL 20.0 Plates Increase 1.25 TC 0.72 'Vert(LL) -0.51 10 >581 240 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.75 2-10 >396 180
BCLL 10.0 Rep Stress Incr YES WBt 0.77 Horz(TL) -0.07 8 n/a n/a
BCDL 5.0 Code FBC2001/ANS195 (Matrix)
Weiqht:1 1 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 3-5-9 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.21D BOTCHORD Rigid ceiling directly applied or 3-8-6 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-8
REACTIONS (lb/size) 8=1032/0-3-8,2=1161/0-3-8
Max Horz2=552(load case 3)
Max Uplift8=-934(load case 3),2=-1025(load case 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3=-2240/2196,3-4=-1779/1601,4-5=-1712/1616,5-6=-1065/1081,6-7=-62/53,7-8=-20$/298
BOTCHORD 2-11=-2523/2082,10-11=-2523/2082.9-10=-1519/1366,8-9=-ll09/1022
WEBS 3-10=-542/950,5-10=-514/659,5-9=-649/763,6-9=-578/670.6-8=-1186/1305
JOINT STRESS INDEX
2=0.76,3=0.36,4=0.77,5=0.34,6=0.81,7=0.49,8=0.50,9=0.30,10=0.37 and 11 =0.97
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf,,Category 11;Exp C;partially;MWFRS gable end
zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and
for MW`FRS for reactions specified.
2)Provide adequate drainage to prevent water ponding.
3)Provide mechanical connection(by others)of truss to bearing Plate capable ofwithstanding 934 lb uplift at joint 8 and 1025 lb uplift at
joint 2.
LOAD CASE(S) Standard
Truss Design Ergirteer:Lawrence A.Paine,PE
Florida PE No.21475
Builders FirstSource-Florida,LLC
6550 Roosevelt Blvd.Jacksonville,FL 32244
June 10,2004
A& Waming�Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M111-7473 BEFORE U Is mr,�
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTescorn—tors. 01,111111111,
Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the IIIIIIIIIIA-Mil"
responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection 1qFir9stSourrcJSe
and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, tsuildeff S
6300 Enterprise Lane,Madison,W]53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719
LJob Truss Truss Type Gly Ply
J77465 T08 MONO HIP 4 "A 1 J1 1771�96
Jo
Dunaers�-irst bource,Jacksonville Florida 32244 b Reference 0 tional
-2-0-0 8-0-0 14-0-0 5.200 s Oct 21 2003 MiTek Industries,Inc. Fri Jun 04 08:31:57 2004 Page 1
2-0-0 B-0-0 i 21-0-0 25-0-0
r�0-0 7-0-0 4-0-0 i
5x8 Scale 1:52.0
4.0 0 F1-2 2x4 11
6 7
3x6
3x6 5
4
2x4
3
2
3x6
11 10 9
44= 3x6 3x6
3x6
12-0-0 21-0-0 25-0.0
Plate Offsets(X,Y)-. 6:0-54,0-2-81,fl 1:0-3-0,Edgel 12-0-0 9-0-0 4-0-0
L
PLATE GRIP
M112 249/190
, t
--FWeiqht:-S137 lb
'c) '/Iefl Ud
0 >60
8 240
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/Jefi L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) -0.49 2-10 >608 240 M1120 249/190
>4 1 5 1 80
7T�� n
TCDL 7.0 Lumber Increase 1 j2=5B C 0.80 Vert(TL) -0.71 2-10 >415 180
BCLL 10.0 Rep Stress Incr YES WS O�.57 Horz(TL) -0.07 8 n/a n/a
BCDL 5.0 Code FBC2001/ANSI95 (Matrix)
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-5-8 oc purlins, except end verticals.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-7.5 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-8,5-9,6-8
REACTIONS (lb/size) 8=1032/0-3-8,2=1161/0-3-8
Max Horz2=667(load case 3)
Max U plift8=-964(load case 3),2=-995(load case 3)
FORCES (lb)-Maximum Compression/Maximum Tension
TOPCHORD 1-2=0/34,2-3=-2237/2110,3-4=-1 801/1555,4-5=-1 706/1570,5-6=-591/491,6-7=-3/4,7-8=-57/95
BOTCHORD 2-11=-2577/2076,10-11=-2577/2076,9-10=-1650/1387,8-9=-591/521
WEBS 3-10=-500/885,5-10=-457/681,5-9=-1055/1283,6-9=-653/770,6-8=-1077/1225
JOINT STRESS INDEX
2=0.71,3=0.33,4=0.55,5=0.40,6=0.79,7=0.25,8=0.51,9=0.38,10=0.38 and 11=0.75
NOTES
1)Wind:ASCE 7-98;120mph(3-second gust);h=15ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end
zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and
for MWFRS for reactions specified.
2)Provide adequate drainage to prevent water ponding.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 964 lb uplift at joint 8 and 995 lb uplift at
joint 2.
LOAD CASE(S) Standard
Truss Desi,;n Engineer:Lamrence A.Paine,PE
Florida PE No.21475
Butilders FirstSource-Florida,LLC
6550 Roosevelt Blvd.Jacksonville,FL 32244
ne 10,2004
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Project Information for: J77465
Builder: Beaches Habitat J ne
Address: Richardson Lane
... Atlantic Beach, Florida
County: Duval
Truss Count: 16
Design Program: MiTek 20/20 5.2
Truss Design Load Information:
Gravity: Wind: Building Code:FBC2001
Roof(psf): 42.0 Wind Standard: ASCE 7-98
Floor(psf):N/A Wind Speed(mph):120
Note: See the individual truss drawings for special loading conditions.
Engineer of Record: Lawrence A. Paine, PE Florida P.E. License No.21475
Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244
Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475
Company: Builders FirstSource- Florida, LLC
Notes: Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244
1. Determination as to the suitability of these truss components for the structure is the responsibility of the building
designer/engineer of record, as defined in ANSVTPI 1-1995 Section 2.2
2.The seal date shown on the individual truss component drawings must match the seal date on this index sheet.
3. The loads indicated on all referenced girder trusses are consistent with the trussI placement plan numbered J77465
provided by Builders First Source-Jacksonville,FL and dated 06/04/2004. Loads applied by non-truss elements
and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer.
Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSVTPI 1-1995.
Truss ID Dwg.# Seal Date
ciol J 1177182 6/lo/04
2 CJ02 J1177183 6/10/04
3 CJ03 A 177184 6/10/04
4 EJ01 J1177185 6/lo/04
5 EJ02 J 1177186 6/10/04
6 HJ01 A 177187 6/10/04
7 HJ02 A 177188 6110/o4
8 T01 A 177189 6/10104
9 T02 A 177190 6/10/04
10 T03 J1177191 6/10/04
11 T04 J1177192 6/10/04
12 T05
T06 J1177193 6/10/04
13 J 1177194 6/10/04
14 T07 J1177195 6/10/04
15 T08 J1177196 6/10/04
16 T09 J1177197 6/lo/o4