HomeMy WebLinkAbout3895 Crawley Down Lp 18-2387; PLUMBING; SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
BUILDINGTAPPAPPLICATION 018-10000523
BUILDING PERMIT NUMBER: 18-10000523
DATE: June 08, 2018
31-1, SOg
UNIT ADDRESS: CRAWLEY DOWN LOOP 3895 17-20-31-5VC-0000-1170
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3895 CRAWLEY DOWN LOOP / KENSINGTON
RESERVE / SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N/A
nRESCUEFamily Housing 00 1.000 dwl unit 00
FIRE
00
LIBRARY CO -WIDE ORD
Single Family Housingg 54.00 1.000 dwl unit 54.00
SCHOOLS
Family
CO -WIDE ORD
Housing 91000.00 1.000 dwl unit 91000.00
PARKS N/A
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN
CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. J f
U 1
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
0
COY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation -Residential Performance Method
rSSBuilderName: RYAN HOMES
Project Name:
Lot117KensingtonReserveLargoCGRNW
permit Office: SANFORD RStreet. 3895 CRAWLEY DOWN LOOP
permit Number: # 23 "VFORD
City, State, Zip: SANFORD, FL, 32773jurisdiction: 697500
Owner: County: Seminole (Florida Climate Zone 2) R
Design Location: FL, Orlando
New From Plans) 9. Wall Types (2524.0 sqft.) Insulation Area
FSingle ction or existing ( a. Frame - Wood, Exterior R=13.0 1208.00 W
y or multiple family Single -family b. Concrete Block - Int Insul, Exterior R=4.1 966 00 ft'
nits, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft'
d. N/A R=ft:
Bedrooms 4 10 Ceiling Types (1306.0 sgft.) Insulation Area
No a. Under Attic (Vented) R=38.0 1306 00 ft'
5. Is this a worst case. R= ft'
b. N/A
6. Conditioned floor area above grade (ft') 2179
c N/A
R= ft'
Ducts
R ft'
11Conditionedfloorareabelowgrade (ft') 0 6 430.8
7. Windows(214.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main
a. U-Factor: Dbl, U=0.35 166.38 ft'
SHGC: SHGC=0.29 12. Cooling systems
kBtu/hr Efficiency
b. U-Factor: Dbl, U=0.62 48.00 ft' a. Central Unit
34.8 SEER:15.00
SHGC: SHGC=0.29
N/A ft'
c. U-Factor: kBlu/hr Efficiency
SHGC:
13. Heating systems 32.6 HSPF:8.50
d. U-Factor: N/A ft' a. Electric Heat Pump
SHGC:
Area Weighted Average Overhang Depth: 4 749 ft.
0.290
14. Hot water systems Cap: 50 gallonsAreaWeightedAverageSHGC: a. Electric EF: 0.950
8. Floor Types (1301.0 sgft.) Insulation Area
a. Slab-On-Grade Edge Insulation R=0.0 904.00 ft' b. Conservation features
b. Floor over Garage R=11.0 397.00 ft' None
Pstat
c. N/A R= ft' 15. Credits
Total Proposed Modified Loads: 64.35 PASS
Glass/Floor Area: 0.098 Total Baseline Loads: 64.32
Review of the plans and 04
TIE ST.4
I hereby certify that the plans and spec' (cations covered by
this calculation are in compliance wit he Florida Energy specifications covered by this
Code.
calculation indicates compliance
with the Florida Energy Cod(. v
40 ...T- Before construction is competed
PREPARED BY: this building will be inspectei for 0 a
DATE: 4 18 S tt Pratt g
compliance with Section 553.908
Florida Statutes. J
I hereby certify that this
buildinf,
signed, is in compliance DWS
with the Florida Energy Cod
OWNER/AGENT:
BUILDING OFFICIAL:
DATE: 4/2/2018 DATE:
Compliance requires certi t tion by the air handler unit manufacturer that the air handier enclosure qualifies as
certified factory-sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2).
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FORM R405-2017
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PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Lot117KensingtonReserveLar Bedrooms: 4
User Conditioned Area: 2179
Total Stories: 2
1 Worst Case: No
RYAN HOMES Rotate Angle: 0
SANFORD Cross Ventilation: No
691500 Whole House Fan. No
Single-family
New (From Plans)
Address Type:
Lot #
Block/Subdivision:
PlatBook.
Street:
County:
City, State, Zip:
Street Address
117
KENSINGTON RESE
3895 CRAWLEY DOW
Seminole
SANFORD ,
FL, 32773
CLIMATE
V Design Location
Design Temp
TMY Site 97.5% 2.5%
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2179 18521.5
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 2179 18521.5 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet
1 Floor over Garage Main _--- __
2 Slab -On -Grade Edge Insulatio Main 103.5 ft
397 ft'
904 ft'
11 0.16 0 0.84
0.39 0 0.61
ROOF
V # Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitl Deck Pitch
Tested Insul. (deg)
1 Gable or Shed Composition shingles 1376 ft° 218 ft' Medium 0.85 N 0.85 No 0 18.4
ATTIC
J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1306 fl' N N
CEILING
Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 1306 ft' 0.11 Wood
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FORM R405-2017
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WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Ornt To Wall Type Space R Fl In Ft o
1 SW Exterior Frame - Wood Main
Value
13 45 6 8 0 364.0 ft' 0 0.23 0.6 0
2 SW Exterior Concrete Block - Int Insul Main 4.1 27 0 9 4 252.0 ft° 0 0 0.6 0
3 NW Exterior Frame - Wood Main 13 30 0 8 0 240.0 W 0 0.23 0.6 0
4 NW Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0
5 NE Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft' 0 0.23 0.6 0
6 NE Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 ft' 0 0 0.6 0
7 SE Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft' 0 0.23 0.6 0
8 SE Exterior Concrete Block - Int Insul Main 4.1 20 0 9 4 186.7 ft' 0 0 0.6 0
9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft' 0 0.23 0.3 0
10 SE Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0
DOORS
Ornt Door Type Space Storms U -Value Width Height Area
Ft In Ft In
1 NW Insulated Main None 25 3 8 24 ft'
2 Wood Main None 25 2 8 6 8 17.8 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
V Wall Overhang
Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening
1 SW 1 Vinyl Low -E Double Yes 0.35 0.29 N 12.0 ft= 1 ft 0 in 1 ft 2 in None Exterior 5
2 SW 1 Vinyl Low -E Double Yes 0.35 0.29 N 15.3 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
3 NW 3 Vinyl Low -E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
4 NW 3 Vinyl Low -E Double Yes 0.35 0.29 N 30.5 ft= 1 ft 0 in 3 ft 2 in None Exterior 5
5 NE 5 Vinyl Low -E Double Yes 0.35 0.29 N 15.3 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
6 SE 7 Vinyl Low -E Double Yes 0.35 029 N 30.5 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
7 SE 8 Vinyl Low -E Double Yes 0.35 0.29 N 32.4 ft2 11 ft 0 in 0 ft 6 in None Exterior 5
8 SE 8 Metal Low -E Double Yes 0.62 0.29 N 48.0 ft' 11 ft 0 in 0 ft 6 in None Exterior 5
9 NW 3 Vinyl Low -E Double Yes 0.35 0.29 N 15.3 ft' 1 ft 0 in 6 ft 0 in None Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 449 ft2 449 ft' 33 ft 9.3 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000351 2006.5 110.15 207.16 3155 6.5
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FORM R405-2017
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HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8 5 32.6 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Exterior 0.95 50 gal 70 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
V Supply -- Return --- Air CFM 25 CFM25 HVAC #
Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 430.8 ft Attic 107.7 ft Default Leakage Main Default) (Default) 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling Jan Feb j Mar Apr Ma Jun Jul Aug Se Oct Nov Dec
Pq Jun Julriri Augri Sep Nov
jM DecVentingJanFebtXfMarAprMayJunJulAugSepOctvlJ
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
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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FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 100
The lower the EnergyPerformance Index, the more efficient the home.
3895 CRAWLEY DOWN LOOP, SANFORD, FL, 32773
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft')
7. Windows" Description
a. U -Factor: Dbl, U=0.35
SHGC: SHGC=0.29
b. U -Factor: Dbl, U=0.62
SHGC: SHGC=0.29
c. U -Factor: N/A
SHGC:
d. U -Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Frame - Wood, Exterior R=13.0 1208.00 ft=
32.6 HSPF:8.50
b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ft
1 c. Frame - Wood, Adjacent R=13.0 350.00 ft'
4 d. N/A R= ft'
Cap: 50 gallons
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=38.0 1306.00 ft'
2179 b. N/A R= ft'
c. N/A R= ft'
Area
15. Credits Pstat
11. Ducts R ft'
166.38 ft' a. Sup: Attic, Ret: Attic, AH: Main 6 430.8
48.00 ft'
12. Cooling systems kBtu/hr Efficiency
ft' a. Central Unit 34.8 SEER:15.00
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. Floor over Garage R=11.0
c. N/A R=
ft'
13. Heating systems kBtu/hr Efficiency
a. Electric Heat Pump 32.6 HSPF:8.50
4.749 ft.
0.290
Area 14. Hot water systems
904.00 ft' a. Electric Cap: 50 gallons
EF: 0.95
397.00 ft'
b. Conservation features
ft,
None
15. Credits Pstat
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. therwise, a new EPL Display Card will be completed
based on installed Code compli n atures.
Builder Signature: Date: 4/2/2018
Address of New Home: 389(&Iey Down Loop City/FL Zip: 32773
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. Email EnergyGauge tech support at
techsupport@energygauge.com 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.
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Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
F77 3895 CRAWLEY DOWN LOOP Permit Number:
SANFORD , FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 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 Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or
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.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent 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
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 or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air IeakageWindows, 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
AAMA/ WDMA/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.
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MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R -value requirement. The door into the room shall be
fully Basketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 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 E283 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.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate healing and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553 993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403 3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 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.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3'/: inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100'F to 140'F (38'C to 60°C).
R403.5.6.1.2 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 burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 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 meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 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 TM -1, 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.
R403.6 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
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
If ventilation air is drawn from enclosed space(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 of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 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 that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfmhwatl Any
In-line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
4/2/2018 5:53 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 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 403.7, 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.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data 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 temperatures 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.
Exceptions:
Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 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:
A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice 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 50°F (10°C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically tum off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on-site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent 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: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa 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 or LP gas shall not have continuously burning pilot lights.
4/2/2018 5:53 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandator7M energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
4/2/2018 5:53 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
0 This checklist
O 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 (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
0 Energy Performance Level (EPL) Display Card (one page)
O HVAC system sizing and selection based on RCCA Manual S or per exceptions provided in Section R403.7
O Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
D Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
O A completed Envelope Leakage Test Report (usually one page)
O 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 v6.0
4/2/2018 5:52:21 PM Page 1 of 1
wrightsoft•
Manual S Compliance Report
Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3895 CRAWLEY DOWN LOOP, SANFORD, FL32773
Job: Lot1171(ensingtonReser...
Date: 7/25/2015
By: FJF
Design Conditions
Equipment type: Split ASHP
Manufacturer:
Outdoor design DB: 92.5°F Sensible gain: 26418 Btuh Entering coil DB: 77.1°F
Outdoor design WB: 76.2°F Latent gain: 4277 Btuh Entering coil WB: 63.7°F
Indoor design DB: 75.0°F Total gain: 30695 Btuh
Indoor RH: 50% Estimated airflow: 1160 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A
Actual airflow: 1160 cfm
Sensible capacity: 29816 Btuh 113% of load
Latent capacity: 4907 Btuh 1150/6 of load
Total capacity: 34724 Btuh 113% of load SHR: 86%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 22244 Btuh Entering coil DB: 69.4°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A
Actual airflow: 1160 cfm
Output capacity: 32600 Btuh 1470/6 of load Capacity balance: 33 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1160 cfm
Output capacity: 0 kW 0% of load Temp. rise: 0 OF
Meets all requirements of ACCA Manual S.
wrightsoft•
2018 -Apr -02 18:08.01
Right -Suite® Universal 2018 18.0. 11 RSU23828 Page 1
argoCGRNW\Lo1117KensinglonReserveLargoCGRNW.rup Calc = MJ8 House laces: NW
Component ConstructionsP
Job: Lot117KensingtonReser...
wrightsoft'
Entire House
2.52
Date: 7/25/2015
By: FJF
1.45 482
DEL -AIR HEATING & AIR CONDITIONING
0.350 0 9.69
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM
22.0 330
30
Project•
9.69 291 21.4
For: RYAN HOMES
30 0.350 0 9.69
3895 CRAWLEY DOWN LOOP, SANFORD, FL 32773
21.4 643
15
Design Conditions
0 9.69 145 22.0
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (°F) 70 75
33
Elevation: 105 ft Design TD (°F) 28 18
26.4
Latitude: 280N Relative humidity (%) 30 50
15.0
Outdoor: Heating Cooling Moisture difference (gr/Ib) 0.8 45.8
0.620
Dry bulb (°F) 42 93 Infiltration:
824 16.1 772
Daily range (°F) - 16 ( M) Method Simplified
Wet bulb (°F) - 76 Construction quality Semi -tight
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
tF Bu,hm=--F Ir-"Frewh l3Wh/V Bwh BWhmr Bdh
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 353 0.091 13.0 2.52 890 2.85 1005
fnsh, 2"x4" wood frm, 16" o.c. stud se 210 0.091 13.0 2.52 529 2.85 598
sw 338 0.091 13.0 2.52 852 2.85 962
nw 195 0.091 13.0 2.52 492 2.85 555
all 1096 0.091 13.0 2.52 2763 2.85 3120
13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum ne 322 0.201 0 5.57 1793 5.29 1705
board int lnsh se 199 0.201 0 5.57 1110 5.29 1055
sw 252 0.201 0 5.57 1403 5.29 1334
nw 55 0.201 0 5.57 308 5.29 293
all 829 0.201 0 5.57 4614 5.29 4387
Partitions
12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int Irish, 2"x4"
wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr low -e ouir, air gas, mil no brk frm mat, clr innr, ne
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29), 50% drapes, medium; 1 se
It overhang (5 ft window ht, 1.17 ft sep.); 6.67 ft head ht sw
nw
all
2A-2om: 2 glazing, clr low -e ouir, air gas, mtl no brk frm mat, clr innr, ne
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 11
ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 It head ht
2A-2om: 2 glazing, clr low -e outr, air gas, mil no brk frm mat, clr innr, se
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 11
ft overhang (5.3 It window ht, 0.5 ft sep.); 6.67 ft head ht
2A-2omd: 2 glazing, clr low -e ouir, air gas, mtl no brk frm mat, clr innr, se
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (8 It
window ht, 0.5 ft sep.); 6.67 ft head ht
332 0.091 13.0 2.52 837 1.45 482
15 0.350 0 9.69 145 22.0 330
30 0.350 0 9.69 291 21.4 643
30 0.350 0 9.69 291 21.4 643
15 0.350 0 9.69 145 22.0 330
90 0.350 0 9.69 873 21.6 1944
33 0.540 0 15.0 489 26.4 862
33 0.540 0 15.0 489 14.1 460
48 0.620 0 17.2 824 16.1 772
wrightsoft-
2018 -Apr -02 18:08:01
Right -Suite® Universal 2018 18.0.11 RSU23828 page 1
AM ...argo CGRNW\Lo1117KensingtonReserveLargoCGRNW nip Calc = MJ8 House faces: NW
2A-2om: 2 glazing, clr low -e outr, air gas, mil no brk irm mat, clr innr, nw 30 0.350
1/4" gap, 1/8" lhk; NFRC rated (SHGC=0.29); 50% drapes, medium, 1
It overhang (5 If window ht, 3.17 fl sep.); 6.67 It head ht
Doors
11 D0: Door, wd sc type nw 24 0.390
n 18 0.390
all 42 0.390
Ceilings
16B-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" 1306 0.032
gypsum board int insh
Floors
20P -11t: Fir floor, frm fir, 12" thkns, r-11 cav ins, gar ovr 401 0.078
22A-tpl: Bg floor, light dry soil, on grade depth 104 0.989
wrightsoft•
Righl-Suite® Universal 2018 18.0 11 RSU23828
II.C.A.argoCGRNW\Lo1117KensinglonReserveLargoCGRNW.rup Calc - MJ8 House laces: NW
0 9.69 291 22.0 659
0 10.8 259 12.0 289
0 10.8 193 12.0 215
0 10.8 452 12.0 504
30.0 0.89 1157 1.74 2271
11.0 2.16 867 1.12 449
0 27.4 2835 0 0
2018 -Apr -02 18 08:01
Page 2
Project SJob: Lot117KensingtonReser...
wrightsofto Yummar Date: 7/25/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3895 CRAWLEY DOWN LOOP, SAN FORD, FL 32773
Notes: L.S. 04-02-18 SRP
Weather
Winter Design Conditions
Outside db 42 OF
Inside db 70 OF
Design TD 28 OF
Heating Summary
Structure 19167 Btuh
Ducts 3078 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 22244 Btuh
Infiltration
Orlando/Jetport, FL, US
Summer Design Conditions
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/Ib
Sensible Cooling Equipment Load Sizing
Structure 20967 Btuh
Ducts 5451 Btuh
Central vent (0 cfm) 0 Btuh
none)
Heating Coolin
Blower 0 Btuh
Use manufacturer's data
2179 217A
Rate/swing multiplier 1.00
Btuh
Equipment sensible load 26418 Btuh
Method
Btuh @ 47°F
Simplified Latent Cooling Equipment Load Sizing
Construction quality
cfm
Semi -tight
cfm/Btuh
0.30 in H2O
Fireplaces 0 Structure 2464 Btuh
26100 Btuh
Latent cooling
Ducts 1813 Btuh
34800 Btuh
Actual air flow
Central vent (0 cfm) 0 Btuh
0.044
Heating Coolin none)
in H2O
Load sensible heat ratio
Area (ft2 2179 217A Equipment latent load 4277 Btuh
Volume ()ft3) 18888 18888
Air changes/hour 0.28 0.15 Equipment Total Load (Sen+Lat) 30695 Btuh
Equiv. AVF (cfm) 88 47 Req. total capacity at 0.75 SHR 2.9 ton
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI...
Model GSZ140361 K
AH R I ref 8242629
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 33 OF
8.5 HSPF
32600 Btuh @ 47°F
26 0
1160 cfm
0.052 cfm/Btuh
0.30 in H2O
Backup:
Input = 0 kW, Output = 0 Btuh, 100 AFUE
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI...
Cond GSZ140361 K
Coil ASPT47D14A
AHRI ref 8242629
Efficiency 12.5 EER, 15 SEER
Sensible cooling 26100 Btuh
Latent cooling 8700 Btuh
Total cooling 34800 Btuh
Actual air flow 1160 cfm
Air flow factor 0.044 cfm/Btuh
Static pressure 0.30 in H2O
Load sensible heat ratio 0.86
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrl htsof . 2018 -Apr -02 18:08:01
Gt . t4T_ Right -Suite® Universal 2018 18.0. 11 RSU23828 Page 1
tib...argoCGRNW\Lo1117KensingtonReserveLargoCGRNW.rup Calc - MJ8 House laces: NW
wrightsoft* Right -J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR COM
Job: Lot1171(ensingtonReservelL
Date: 7/25/2015
By: FJF
1 Room name Entire House great rm
2 Exposed wall 255.5 it 62 0 it
3 Room height 8.5 It 9.3 it heat/cool
4 Room dimensions 30.0 x 16.0 it
5 Room area 2210.3 I12 480.0 112
Ty Construction U•value Or HTM Area (W) Load Area (02) Load
number BtuWft2-°F) BI 02) or perimeter (It) Bt h) or perimeter (ft) Bluh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12C-Osw 0.091 ne 2.52 2.85 368 353 890 1005 0 0 0 0
L --L 2A•2Dm 0.350 ne 9.69 21.97 15 0 145 330 0 0 0 0
Vy 13A•2ocs 0.201 ne 5.57 529 355 322 1793 1705 149 117 649 618
ILa 2A•2om 0.540 ne 14.96 26.39 33 0 489 862 33 0 489 862
11 VG 12C•0sw 0.091 se 2.52 2.85 240 210 529 598 0 0 0 0
G 2A•2om 0.350 se 9.69 21.42 30 3 291 643 0 0 0 0
Vy 13A-2ocs 0.201 se 5.57 5.29 280 199 1110 1055 280 199 1110 1056
2A-2om 0.540 se 14.96 14.08 33 33 489 460 33 33 489 460
I
1^
2A-2omd 0.620 se 17.17 16.08 48 48 824 772 48 48 824 772
Vy 12C-Osw 0.091 sw 2.52 2.85 368 338 852 962 0 0 0 0
I_^ 2A-2om 0.350 sw 9.69 21.42 30 3 291 643 0 0 0 0
W 13A-2ocs 0.201 sw 5.57 5.29 252 252 1403 1334 149 149 831 791
V r 12C-Osw 0.091 nw 2.52 2.85 240 195 492 555 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 15 0 145 330 0 0 0 0
2A•2om 0.350 nw 9.69 21.97 30 0 291 659 0 0 0 0
13A•2ocs 0.201 nw 5.57 5.29 79 55 308 293 0 0 0 0
11D0 0.390 nw 10.80 12.03 24 24 259 289 0 0 0 0
f 12C-Osw 0.091 2.52 1.45 350 332 837 482 0 0 0 0
11D0 0.390 n 10.80 12.03 18 18 193 215 0 0 0 0
C 16B-30ad 0 032 0.89 1.74 1306 1306 1157 2271 0 0 0 0
F 20P-111 0.078 2.16 1.12 401 401 867 449 0 0 0 0
F 22A -td 0.989 2740 0.00 905 104 2835 0 480 62 1699 0
6 c) AED excursion 0 365
Envelope loss/gain 16491 15911 6091 4194
12 a) Infiltration 2676 906 710 240
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 5 1150 4 920
Appliances/other 3000 600
Subtotal (lines 6 to 13) 19167 20967 6801 5954
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 19167 20967 6801 5954
15 Duct bads 169/9 269/6 3078 5451 10% 10% 680 595
Total room bad 22244 26418 7481 6549
Air required (cim) 1 1 1160 1160 1 1 390 288
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
94- wreat 4 !- 2018 -Apr -0218.08:01
4rC CK--
Righl-Suite® Universal 2018 18.0. 11 RSU23828 Page 1
SrgoCGRNW\LoII17KensingionReserveLargoCGRNW.rup Calc - MJ8 House faces: NW
wrighGsofC Right -M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW DEL-AIR.COM
Job: Lot117KensingtonReservelL
Date: 7/25/2015
By: FJF
1 Room name pdr mud nn
2 Exposed wall 8.0 It 6.0 It
3 Room height 9.3 N heat/cool 9.3 it heat/cool
4 Room dimensions 4.5 x 8.0 It 6.0 x 6.0 It
5 Room area 36.0 ft2 36.0 112
Ty Construction U -value Or HTM Area (112) Load Area (112) Load
number BtuNft2-°F) Bt f12) or perimeter (11) BI h) or perimeter (it) Btuh)
Heat Cool Gross WP/S Heat Cool Gross WP/S Heat Cool
6 V f 12C-Osw 0.091 ne 2.52 2.85 0 0 0 0 0 0 0 0
fa 2A-2Dm 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
Vy 13A-2ocs 0.201 no 5.57 5.29 75 75 416 395 0 0 0 0
I -G 2A•2om 0.540 ne 14.96 26.39 0 0 0 0 0 0 0 0
11 Vy 12C-Osw 0.091 se 2.52 2.85 0 0 0 0 0 0 0 0
C 2A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0
Vy 13A•2ocs 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0
2A•2om 0.540 se 14.96 14.08 0 0 0 0 0 0 0 0
I?
G
2A•Zomd 0.620 se 17.17 16.08 0 0 0 0 0 0 0 0
Vy 12C-Osw 0.091 sw 252 2.85 0 0 0 0 0 0 0 0
I O 2A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0
W 13A-2ocs 0.201 sw 5.57 5.29 0 0 0 0 56 56 312 297
Vy 12C-Osw 0.091 rrw 2.52 2.85 0 0 0 0 0 0 0 0
2A•2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
I
G
2A-2om 0.350 rnv 9.69 21.97 0 0 0 0 0 0 0 0
1y 13A-2ocs 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0
D 11DO 0.390 nw 10.80 12.03 0 0 0 0 0 0 0 0
12C-Osw 0.091 2.52 1.45 0 0 0 0 79 61 155 89
11DO 0.390 n 10.80 12.03 0 0 0 0 18 18 193 215
C 16B-30ad 0.032 0.89 174 0 0 0 0 0 0 0 0
F 2OP-111 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A -td 0.989 27.40 0.00 36 8 219 0 36 6 164 0
6 c) AED excursion 25 36
Envelope loss/gain 635 371 824 565
12 a) Irdiltration 92 31 69 23
b) Room ventilation 0 0 0 0
13 IMemal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 726 402 893 588
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 726 402 893 588
15 Duct loads 1 109/6 101/0 73 40 101/0 10% 89 59
Total room load 799 442982 647
Air required (cfm) 42 19 51 28
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
F wr pesboTe• 2018 -Apr -02 18:08 01
Right -Suite® Universal 2018 18.0. 11 RSU23828 Page 2
argoCGRNW\Lo1117KensingtonReserveLargoCGRNW.nip Calc = MJ8 House laces: NW
wrighGsoft' Right -J® Worksheet
Entire House
DEL -AIR HEATING 8r AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM
Job: Lot117KensingtonReservelL
Date: 7/25/2015
By: FJF
1 Room name kitchen mstr nn
2 Exposed wall 27.5 It 30.5 ft
3 Room height 9.3 It heat/cool 8.0 It heat/cool
4 Room dimensions 1.0 x 3525 It 10 x 251.5 It
5 Room area 3525 W 251.5 fie
Ty Construction U -value Or HTM Area (fly Load Area (it) Load
number BtuWftz-°F) 131uh/ft2) or perimeter (ft) BI h) or perimeter (fl) Biuh)
Heat Cool Gross WP/S Heat Cool Gross WP/S Heat Cool
6 VY 12C-Osw 0.091 ne 2.52 285 0 0 0 0 136 136 343 387
fa 2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
Vy 13A•2ocs 0.201 ne 5.57 5.29 131 131 728 692 0 0 0 0
I -G 2A-2Dm 0.540 ne 14.96 26.39 0 0 0 0 0 0 0 0
11 Vy 12C-Osw 0.091 se 2.52 285 0 0 0 0 108 78 197 222
I-( 2A-2Dm 0.350 se 9.69 21.42 0 0 0 0 30 3 291 643
Vy 13A•2ocs 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0
C 2A•2om 0.540 se 14.96 14.08 0 0 0 0 0 0 0 0
G 2A-2omd 0.620 se 17.17 16.08 0 0 0 0 0 0 0 0
Vy 12C-Osw 0.091 sw 2.52 285 0 0 0 0 0 0 0 0
G 2A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0
W 13A-2ocs 0.201 sw 5.57 5.29 47 47 260 247 0 0 0 0
v 12C-0sw 0.091 nw 2.52 285 0 0 0 0 0 0 0 0
H -C 2A-2om 0.350 nw 969 21.97 0 0 0 0 0 0 0 022A-2Dm 0.350 nw 969 21.97 0 0 0 0 0 0 0 0
Vy 13A-2ocs 0.201 r1w 5.57 5.29 79 55 308 293 0 0 0 0
D 11 DO 0.390 rnv 10.60 12.03 24 24 259 289 0 0 0 0
R 12C-Osw 0.091 2.52 1.45 271 271 682 393 0 0 0 0
L. -D 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0
C 1613•30ad 0.032 0.89 1.74 0 0 0 0 252 252 223 437
F 2DP-111 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A -td 0.989 27.40 0.00 353 28 753 0 0 0 0 0
6 c) AED excursion 186 189
Envelope loss/gain 2990 1728 1053 1878
12 a) Infiltration 315 107 299 101
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 1 230
Appliances/other 1200 600
Subtotal (lines 6 to 13) 3305 3034 1352 2810
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 3305 3034 1352 2810
15 Duct loads 10% 100/0 331 303 269/6 1 41% 346 1139
Total room load 3636 3338 1699 3948
Air required (cfm) 190 147 89 173
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
t>}- wr10Fstsoft- 2018 -Apr -0218:08:01
Right -Suite® Universal 2018 18.0. 11 RSU23828 Page 3
argoCGRNW\Lotll7KensingionReserveLargoCGRNW.rup Calc - MJ8 House faces: NW
wrightsoft, Right -JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot1171(ensingtonReservelL
Date: 7/25/2015
By: FJF
1 Room name rm 3 wic rm 2
2 Exposed wall 12.0 it 7.0 it
3 Room height 8.0 it heat/cool 8.0 it heal/cool
4
5
Room dimensions
Room area
7.0 x 5.0 11
35.0 f12
1.0 x 149.8 it
149.8 112
Ty Construction U•value Or HTM Area (ft) Load Area (ft2) Load
number 1310 2Z*F) Btuf>/ft2) or perimeter (11) BI h) or perimeter (11) Btuh)
Heat Cool Gross WP/S Heat Cool Gross N/P/S Heat Cool
612C-0swY_^ 0.091 ne 252 285 40 40 101 114 20 20 50 57
2A-2Dm 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
Vy 13A-2ocs 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0
I-( 2A-2om 0.540 ne 14.96 26.39 0 0 0 0 0 0 0 0
11Vy 12C-0sw 0.091 se 2.52 285 0 0 0 0 0 0 0 0
I -G 2A-2Dm 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0
V r 13A•2ocs 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.540 se 14.96 14.08 0 0 0 0 0 0 0 0
Lam-(
2A-2omd 0.620 se 17.17 16.08 0 0 0 0 0 0 0 0
12C-Osw 0.091 sw 2.52 285 0 0 0 0 0 0 0 0
2A-2om 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0
W 13A-2ocs 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0
v 12C-Osw 0.091 rnv 2.52 285 56 56 141 159 36 21 53 60
F- -( 2A-2om 0.350 nw 9.69 2197 0 0 0 0 15 0 145 330
TL' 2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
t 13A-2ocs 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0
D 11D0 0.390 rnv 10.80 1203 0 0 0 0 0 0 0 0
P 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0
L -D 11 DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 35 35 31 61 150 150 133 260
F 20P•11t 0.078 2.16 1.12 35 35 76 39 84 84 180 93
F 22A -td 0.989 2740 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 24 122
Envelope loss/gain 349 349 562 922
12 a) Infiltration 118 40 69 23
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (tines 6 to 13) 466 389 631 945
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 466 389 631 945
15 Duct loads 1 261/6 41%1 119 158 26'/0 41% 161 383
Total room toad 586 547 792 1328
Air required (cfm) 31 24 1 1
41 58
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
L61 ollt- 2018 -Apr -02 18:08 O1
A •- -
Right•SuiteO Universal 2018 18.0.11 RSU23828 Page 4
argoCGRNW\Lotll7KensingionReserveLargoCGRNW.rup Calc - MJ8 House faces: NW
wrightsofr Right -M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax. 407-333-3853 Web: WWW DEL -AIR COM
Job: Lot117KensingtonReserveL...
Date: 7/25/2015
By: FJF
1 Room name rm 3 bih 1
2 Exposed wall 26.0 11 5.5 It
3 Room height 8.0 It heat/cool 8.0 It heallcool
4 Room dimensions 1.0 x 156.8 It 11.0 x 5.5 ft
5 Room area 156.8 f12 60.5 02
Ty Construction U -value Or HTM Area (112) Load Area (fit) Load
number BtuWftt-°F) BI 112) or perimeter (11) 81 h) or perimeter (it) Btuh)
Heat Cool Gross WP/S Heat Cool Gross N/P/S Heat Cool
6IIVL 12C-Osw 0.091 ne 2.52 285 4 4 10 11 0 0 0 0
2A-2om 0.350 no 9.69 21.97 0 0 0 0 0 0 0 0
Vy 13A-2ocs 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0
IL^ 2A-2om 0.540 ne 14.96 26.39 0 0 0 0 0 0 0 0
11 yl 12C-Osw 0.091 se 2.52 285 0 0 0 0 0 0 0 0
1^ 2A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0
Vy 13A•2ocs 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0
2A -tom 0.540 se 14.96 14 08 0 0 0 0 0 0 0 0
L( 2A-2omd 0.620 se 17.17 1608 0 0 0 0 0 0 0 0
vj 12C-Osw 0.091 sw 2.52 285 88 88 222 251 44 44 111 125
G 2A•2Dm 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0
W 13A-2ocs 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0
Vy 12C-0sw 0.091 r1w 2.52 285 116 86 217 245 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
Imo_(('
2A-2om 0.350 rrw 9.69 21.97 30 0 291 659 0 0 0 0
vy 13A-2ocs 0.201 rnv 5.57 5.29 0 0 0 0 0 0 0 0
t --D 11DO 0.390 nw 10.80 1203 0 0 0 0 0 0 0 0
R 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0
L___p 11DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 157 157 139 273 61 61 54 105
F 2OP-111 0.078 2.16 1.12 157 157 339 175 61 61 131 68
F 22A -Id 0.989 27.40 000 0 0 0 0 0 0 0 0
6 c) AED excursion 226 18
Envelope loss/gain 1217 1840 295 280
12 a) Infiltration 255 86 54 18
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 1 0 0
Subtotal (limes 6 to 13) 1472 1927 3491 298
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1472 1927 349 298
15 Duct bads 265/6 41% 377 781 26% 41% 89 121
Total room bad 1849 2707439 419
Air required (cfm) 96 119 23 18
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wr plsbolt•
A -- • -- -
Right•Sui1e® Universal 2018 18.0. 11 RSU23828
2018 -Apr -02 18:08 01
Page 5
argoCGRNW\Lot117KensinglonReserveLargoCGRNW.rup Calc = MJ8 House faces NW
wrightsoft Right -JO Worksheet
Entire House
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 327C ND4uCONDITIONING
407-333.3853 Web. WWW.DEL-AIR.COM
Job: Lot1171(ensingtonReservel-
Date: 7/25/2015
By: FJF
1 Room name laundry nn 4
2 Exposed wall 5.5 It 11.0 It
3 Room height so It heat/cool 8.0 it heat/cool
4 Room dimensions 6.5 x 5.5 it 1.0 x 1323 It
5 Room area 35.8 112 1323 It'
Ty Construction U -value Or HTM Area (112) Load Area (I12) Load
BtulVfILIF) BI 112) or perimeter (It) BI h) or perimeter (ft) Btuh)
Heat Cool Gross WP/S Heat Cool Gross WP/S Heat cool
6 V 12C-Osw 0.091 no 2.52 285 0 0 0 0 0 0 0 0
C 2A -tom 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
Vy 13A-2ocs 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0
1-.G 2A-2om 0.540 ne 14.96 2639 0 0 0 0 0 0 0 0
11 Vy 12C-Osw 0.091 se 2.52 285 0 0 0 0 0 0 0 0
1--G 2A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0
Vy 13A-2ocs 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0
G 2A-2om 0.540 se 14.96 14.08 0 0 0 0 0 0 0 0
L -.-G 2A-2omd 0.620 se 17.17 16.08 0 0 0 0 0 0 0 0
Y 12C-Osw sw 2.52 285 44 44 111 125 88 73 184 208
G0.
091
2A-2om 0.350 sw 9.69 21.42 0 0 0 0 15 1 145 321
W 13A-2ocs 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0
V 12C-Osw 0.091 rav 2.52 285 0 0 0 0 0 0 0 0LC2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
Vy 13A-2ocs 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0
D 11D0 0.390 nw 10.80 12.03 0 0 0 0 0 0 0 0
R 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0
p 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 089 1.74 36 36 32 62 132 132 117 230
F 20P-111 0.078 216 1.12 18 18 38 20 0 0 0 0
F 22A -td 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 48 115
Envelope loss/gain 180 159 447 874
12 a) Infiltration 54 18 108 37
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 600 0
Subtotal (lines 6 to 13) 234 778 555 911
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 234 778 555 911
15 Duct bads 1 269/6 1 41%1 60 315 26% 41% 142 369
Total room bad I 1 1 294 109311 697 1280
Air required (ctm) 15 48 36 56
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
46-Iwrboft- 2018 -Apr -0218:08:01
Right -Suite® Universal 2018 18.0. 11 RSU23828 Page 6
argoCGRNW%Lo1117KensingionReserveLargoCGRNW.rup Calc - MJ8 House faces NW
wrightsofte Right -JO Worksheet Job: Lot117KensingtonFleserveL...
Entire House Date: 7/25/2015
By: FJF
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM
1 Room name mstr bih mstr wic
2 Exposed wall 22.0 it 7.5 it
3 Room height 8.0 It heat/cool 8.0 it heat/cool
4 Room dimensions 1.0 x 111.0 it 7.5 x 5.0 it
5 Room area 111.0 ft= 37.5 02
Ty Construction
number
U -value
BtuW1I2-eF)
Or HTM
BI f12)
Area (III
or perimeter (It)
Load
8t h)
Area (Itz)
or perimeter (It)
Load
Btuh)
Heat cool Gross WP/S Heat cool Gross N/P/S Heat Cool
6Vf__G
12C-Osw 0.091 no 2.52 285 0 0 0 0 0 0 0 0
2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
Vy 13A-2ocs 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0
ILi 2A•2om 0.540 ne 14.96 2639 0 0 0 0 0 0 0 0
11 Vy 12C-Osw 0.091 se 2.52 285 72 72 181 205 60 60 151 171
2A-2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0
13A-2ocs 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0
f6 2A-2om 0.540 se 14.96 14.08 0 0 0 0 0 0 0 0
2A-2omd 0 620 se 17.17 16.08 0 0 0 0 0 0 0 0
Vy 12C-Osw 0.091 sw 2.52 285 104 89 224 253 0 0 0 0
G 2A-2om 0.350 sw 9.69 21.42 15 1 145 321 0 0 0 0
W 13A•2ocs 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0
yl 12C-Osw 0.091 nw 2.52 285 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
W 13A-2ocs 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0
T -D 11D0 0.390 rnv 10.80 1203 0 0 0 0 0 0 0 0
R 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0
p 11DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 111 111 98 193 38 38 33 65
F 2OP-111 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A -td 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 101 15
Envelope loss/gain 650 1074 184 221
12 a) Infiltration 216 73 74 25
b) Room ventilation 0 0 0 0
13 Internal gains. Occupants @ 230 0 0 0 0
Appliances/other 0 1 0
Subtotal (lines 6 to 13) 865 1147 258 246
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 865 1147 258 246
15 Duct loads 1 26% 41%1 222 465 26% 41% 66 100
Total room load I 1087 1611324 345
Air required (cfm) 57 71 17 15
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wre Fsesof!• 2018 -Apr -02 18 08:01
A -- •
Right -Suite® Universal 2018 18 0 11 RSU23828 Page 7
argoCGRNW\Lo1117KensingionReserveLargoCGRNW nip Cale -M,18 House laces: NW
wrightsofr Right -J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web. WWW DEL -AIR COM
Job: Lot117KensingtonReserveL...
Date: 7/25/2015
By: FJF
1 Room name msir wic int mstr we
2 Exposed wall 0 If 0 if
3 Room height 8.0 If heat/cool 8.0 It heat/cool
4 Room dimensions 5.5 x 4.5 if 5.5 x 4.0 It
5 Room area 24.8 f12 22.0 f1T
Ty Construction U -value Or HTM Area (It2) Load Area (ftp Load
number BtuMftzoF) Btulditz) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross WP/S Heat Cool
6VY 12C-Osw 0.091 ne 2.52 285 0 0 0 0 0 0 0 0
G 2A -tom 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
VLG13A-2ocs 0.201 no 5.57 5.29 0 0 0 0 0 0 0 0
2A•2om 0.540 ne 14.96 26.39 0 0 0 0 0 0 0 0
11 VG 12C-0sw 0.091 se 2.52 285 0 0 0 0 0 0 0 0
I -G 2A•2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0
yyll 13A-2ocs 0.201 se 557 529 0 0 0 0 0 0 0 0
I --G 2A•2om 0.540 se 14.96 14.08 0 0 0 0 0 0 0 0
I6 2A-2omd 0.620 se 17.17 16.08 0 0 0 0 0 0 0 0
Vy 12C-Osw 0.091 sw 252 285 0 0 0 0 0 0 0 0
I-^ 2A-2Dm 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0
W 13A-2ocs 0.201 sw 5.57 529 0 0 0 0 0 0 0 0
12C-Osw 0.091 rw 2.52 285 0 0 0 0 0 0 0 0
I-- 2A-2om 0.350 rnv 9.69 21.97 0 0 0 0 0 0 0 0
V---S 2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
YL 13A-2ocs 0 201 nw 5.57 5.29 0 0 0 0 0 0 0 0
0D 11D0 0.390 nw 10.80 1203 0 0 0 0 0 0 0 0
P11 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0
11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 089 174 25 25 22 43 22 22 20 38
F 20P -11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A-10 0.989 27.40 O.OD 0 0 0 0 0 0 0 0
6 c) AED excursion 2 2
Envelope loss/gain 22 41 20 36
12 a) Infiltration 0 0 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 22 41 20 36
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 22 41 20 36
15 Duct loads 1 26% 1 41%1 6 16 26% 41% 5 15
Total room load 1 28 5724 51
Air required (cfm) 1 3 1 2
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrLpFrtsolt• 2018 -Apr -02 18.08:01
Right -Suite® Universal 2018 18 0 11 RSU23828 Page 8
Aeuk .argoCGRNW\Lot117KensingionReserveLargoCGRNW.rup Calc = MJ8 House laces NW
wrightsoft Right -J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM
Job: Lot 11 Men singtonReserveL...
Date: 7/25/2015
By: FJF
1 Room name loft
2 Exposed wall 25.0 ft
3 Room height 8.0 fl heat/cool
4 Room dimensions. 1.0 x 289.0 It
5 Room area 289.0 ilz
Ty construction
number
U -value
BluWftZ°F)
Or HTM
BI f12)
Area (ftp
or perimeter (fl)
Load
BI h)
Area
or perimeter
Load
Heat Cool Gross WP/S Heat cool Gross N/P/S Heat Cool
6 W 12C-Osw 0.091 no 2.52 2.85 168 153 386 436
C 2A-2om 0.350 ne 9.69 21.97 15 0 145 330
Vy 13A-2ocs 0.201 ne 5.57 5.29 0 0 0 0
G 2A-2om 0.540 ne 14.96 26.39 0 0 0 0
11 VG 12C-Osw 0.091 se 252 2.85 0 0 0 0
I- 2A-2om 0.350 se 9.69 21.42 0 0 0 0
Vj/ 13A•2ocs 0.201 se 5.57 529 0 0 0 0
2A-2om 0.540 se 14.96 14.08 0 0 0 0
1
C
2A•2omd 0.620 se 17.17 1608 0 0 0 0
Vy 12C-Osw 0.091 sw 2.52 285 0 0 0 0
G 2A-2om 0.350 sw 9.69 21.42 0 0 0 0
W 13A-2ocs 0.201 sw 5.57 5.29 0 0 0 0
1y 12c-0sw 0.091 nw 2.52 2.85 32 32 81 91
2A-2om 0.350 nw 9.69 21.97 0 0 0 0
L-(^^ 2A-2om 0.350 nw 9.69 21.97 0 0 0 0
Vy 13A•2ocs 0.201 nw 5.57 5.29 0 0 0 0
D 11 DO 0.390 nw 10.80 12.03 0 0 0 0
P 12C-Osw 0.091 2.52 1.45 0 0 0 0
L -D 11 DO 0.390 n 10.80 12.03 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 289 289 256 503
F 2OP-111 0.078 2.16 1.12 48 48 104 54
F 22A -td 0.989 27.40 0.00 0 0 0 0
6 c) AED excursion 33
Envelope loss/gam 972 1379
12 a) Infiltration 245 83
b) Room ventilation 0 0
13 Internal gains- Occupants @ 230 0 0
Appliances/other 0
Subtotal (lines 6 to 13) 1217 1462
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 1217 1462
15 Duct loads 1 26% 1 41%1 312 593
Total room load I 1 1 1528 2055
Air required (cfm) 80 90
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
G
wr phboR•
Right -Suite® Universal 2018 18.0. 11 RSU23828
2018 -Apr -02 18:08:01Page 9
argoCGRNW%Lo1117KensingionReserveLargoCGRNW.rup Calc = MJ8 House faces: NW
Duct System Summar Job: Loll 17Kensing ton Reser
ft ... wrightso• Date: 7/25/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3895 CRAWLEY DOWN LOOP, SANFORD, FL 32773
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.202 in/100ft
1160 cfm
Cooling
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.202 in/100ft
1160 cfm
119 ft
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Mall
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
b1h 1 h 439 23 18 0.237 4.0 Ox 0 VIFx 16.1 85.0 SO
great rm h 3740 195 144 0.208 8.0 Ox 0 VIFx 23.2 92.0 st2
great rm-A h 3740 195 144 0.218 8.0 Ox 0 VIFx 18.0 92.0 st2
kitchen h 3636 190 147 0.219 8.0 Ox 0 VIFx 17.4 92.0 st2
laundry c 1093 15 48 0.235 4.0 Ox 0 VIFx 16.9 85.0 st1
loft c 2055 80 90 0.295 6.0 Ox 0 VIFx 11.3 70.0
mstr bth c 1611 57 71 0.295 5.0 Ox 0 VIFx 11.3 70.0
mstr rm c 3948 89 173 0.304 8.0 Ox 0 VIFx 9.1 70.0
mstr we c 51 1 2 0.304 4.0 Ox 0 VIFx 8.9 70.0
mstr wic h 324 17 15 0.294 4.0 Ox 0 VIFx 11.6 70.0
mstr wic int c 57 1 3 0.326 4.0 Ox 0 VIFx 3.5 70.0
mud rm h 982 51 28 0.212 4.0 Ox 0 VIFx 21.3 92.0 st2
Idr h 799 42 19 0.202 4.0 Ox 0 VIFx 27.1 92.0 st2
rm 2 C 1328 41 58 0.232 6.0 Ox 0 VIFx 18.4 85.0 st1
rm 3 c 2707 96 119 0.225 7.0 Ox 0 VIFx 21.4 85.0 st1
rm 3 wic h 586 31 24 0.209 5.0 Ox 0 VIFx 29.8 85.0 sti
rm 4 C 1280 36 56 0.300 6.0 Ox 0 VIFx 10.1 70.0
wrightsoft'
2018 -Apr -02 18:08:01
C Right -Suite® Universal 2018 18.0 11 RSU23828 Page 1
argoCGRNW\Lot117KensingionReserveLargoCGRNW.rup Calc . MJ8 House faces: NW
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st2 Peak AVF 673 482 0.202 629 14.0 0 x 0 VinlFlx
SO Peak AVF 207 268 0.209 606 9.0 0 x 0 VinlFlx
wrightsoft'
2018 -Apr -02 18:08:01
C Right -Suite® Universal 2018 18.0 11 RSU23828 Page 1
argoCGRNW\Lot117KensingionReserveLargoCGRNW.rup Calc . MJ8 House faces: NW
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx
wrightsofft•
2018 -Apr -0218:08:01
Right•Suite® Universal 2018 18.0.11 RSU23828 Page 2
argoCGRNW%Lo1117KensingionReserveLargoCGRNW.rup Calc - M,18 House faces: NW
2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name- Lot117Kensington ReserveLargoCGRNW Builder Name: RYAN HOMES
Street: 3895 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD , FL, 32773 Permit Number:
Owner- Jurisdiction: 691500
Design Location- FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls
The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities
cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
Pxtpnd behind noning and wiring.
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sori ler cover plates and walls or ceolonas
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400.
4/2/2018 5:53 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
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DESCRIPTION AS FURNISHED: Lot 117, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryon Homes/NVR Inc.
LOT 118
S 40°13'15" W
40.00'
LOT 122
i
TRACT J
POND -D
i
31.50'
41.60'
LOT 117
26.0
5.00'
A\
EXTENDED LANAI
5.00'
30.0
5.00
h
PROPO
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ti
LARGO SVS 1 -
ED MODEL V
GARAGE RIGHT
i,00'
8 7,
ENTRY
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v c
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l Y 21.3'
J
3 16' DRIVE
35.50'
25.50 5.50'
10' UTIL. ESMT.
P.C. ------155.00_- 0
p0
5' WALK
SP IB -235'1
ZONIN D,,RATE
00'
S 40°13'15 " W
40.00'
Ok to construct single family home
with setbacks and impervious area
shown on plan. q6. b p °/, 1y,, P
L vt Vs k -CF Ge
CRA XLEY DO TYN LOOP
50' PRIVATE R/W)
LOT 116
PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY
PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20'
PROPOSED DRAINAGE FLOW 'YNO IMPERVIOUS COVERAGE = 2,1181 SQUARE FEET OR 46.0X SIDE 5' FOR 40' LOTS
LOT GRADING TYPE A LOT CONTAINS 4,600.* SQUARE FEET SIDE 7.5' FOR 60' LOTS
PROPOSED FINISH FLOOR PER PLANS a 31.6' AREA CONTAINS 1,353.* SQUARE FEET SIDE 10' FOR 75' LOTSLIVING
COCNC LANAI PORCH CONTAINS 765.* SQUARE FEET SIDE STREET = 25'
CR USEMWE.M? — SCOTT A SSO C. , INC. — LAND SURVEYORS
LEGEND - LEGEND -
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436P . PLAT PDL • PC ON LINE
r . MOLD IV. • TYPICAL NOTES:
I.P. . IRON PIPE RL • POINT OF REVOKE CURVATURE
IR IRON RDD PLL POINT Or COPOUND CURVATURE 1. WE UNDERAGNED DOES HEREBY COPM' TMT THIS SURVEY MEETS WE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Or
GM • CONCRETE lO IACENT RAD. • RADIAL SLAWEYORS AND MAPPERS IN CMAPIEA W- I? FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, rLORMA STATUCS
SCT W. • 1/Y IR •/ILII 43 NFL N01R-RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAUD
REE. RECOVERED V.P. . VITNESS POINT E THIS SURVEY WAS PREPARED FROM DRE INFORMATION FURNISHED TO THE SURVEYOR. THERE WY BE OTHER RESWITONS
PALL . POINT Or REGI VINO CALL. • CALCILATED OR EASEMENTS THAT A"M THIS PROPERTY.
PAC. • POINT OT CODKNCCNENI RM • PCIDg1ONT REF'ERCMCE MOANENT NO UNDERGROUND 1MPROVSKEMS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
l • CCHTCRLIC rF. • rINIiILD FLOOR ELEVATION
HLD . HAIL L DISK •ASL • WILDING SETDACK LINE THIS SURVEY S PREPARED FOR THE SOLE BENEFIT OF "ME CERTIFIED TO AND SHOULD NOT BE RWED UPON BY ANY OTHER ENTITY.
RN • RIGNi-Or-VAY DM • RENCIRNRK DIMENSIONS SHOWN FOR ME LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES
CSHT. • EMINENT A.A. •MSE PURLING 7. BEARINGS, ARE BASED ASSUMED DANK AND ON DHE UNE SHOWN AS RISE BEARING (&&)
OtA1M • DRAIHAGC ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERDGV. DATUM OF 19". UNLESS OTHERWISE NOTED.
VTIL. • UTILITYUTIL •
CHAIN LINK r[rt[ 0. CERTIFICATE OF AUTHORIZATION No. ,ASE&
VDIC. • VOID rCNCC
C/A CONCRETE ROCK SG11.E N 1• - 20 DRAWN BY.. •••
P.C. POINT Or CURVATURE
P.T. • POINT K TANGENCY CERTIFIED BY.• DATE ORDER No.
DESC. DESCRIPTION —
I ; ", °RE STN PLOT PLAN 03-20-2018 1696-18
D DELTA
c.I. - cIa v REARING
NORTH - -
4714
THIS BUILDING/PROPERTY DOES NOT UE WITHIN_-- _—HTHEESTABUSHED100YEARFLOODPLANEAsPER 'nRM• TO X. RUSENM ER,R.L.S.
ZONE X- MAP / 12117CO09OF (09-28-07)
SCOTT R.L.S / 4801
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specifi
Permit ##
1 8
Project Location Add
SANFORD
P,Cr'ARZ-v
Form
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuildinQ.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging Therma Tru Smooth Star 20461-R3
Sliding Ply Gem 4780 SGD 14634-R3
Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12
Roll U
Automatic
Other
2. Windows
Single Hung Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles Certain'reed Corp. Certain'reed Asphalt Roofing Shingles 5444 - R12
Underla ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1
Other
June 2014
Category / Subcategory Manufacturer Product Florida Approval #
Description include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867 - R1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
B. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
i
Awl ROOF
ETRUSSES
A FLORIDA CORPORATION
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
o
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER: RYAN HOMES
x
b0
eCPROJECT. KENSINGTON RESERVE v
A
COUNTY: SEMINOLE w
co
LOT/BLK/MODEL: LOT. 117 / MODEL: LARGO V1y'ELEV:C / GAR R
JOB#: 71792
MASTER#: WRCLG1 CE9
OPTIONS: EXT LANAI::9'4" CLG
A#A-1 ROOF
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCLG10E9
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
Site Information:
Customer Info: RYAN HOMES Project Name:
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
Lot/Block: Model: LARGO v1 "C"
Address: Subdivision:
City: County: VARIES State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017frPI2014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150 MPH
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes -85 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date
11 A0258505 A01 2/20/18 13 A0258517 CJ3 2/20/18 25 A0258529 FL04 2/20/18
12 A0258506 A02 2/20/18 14 A0258518 CAE 2/20/18 26 A0258530 FL05 2/20/18
3 A0258507 A03 2/20/18 15 A0258519 CJ5 2/20/18 27 A0258531 FL06G 2/20/18
4 A0258508 A04 2/20/18 16 A0258520 E01 2/20/18 28 A0258532 FL07GE 2/20/18
5 A0258509 A05 2/20118 17 A0258521 F03 2/20118 29 A0258533 FL08 2/20118
6 A0258510 A06 2/20118 18 A0258522 F04 2/20118 30 A0258534 FL09 2/20118
17 A0258511 B01 2/20/18 19 A0258523 F05 2/20118 31 A0258535 FL10 2/20118
8 A0258512 1302 2/20/18 20 IA0258524 FG02 2/20118 32 IA0258536 FL11 2/20/18
9 A0258513 B04 2/20/18 21 A0258525 FG04 2/20/18 33 A0258537 FL12GE 2/20/18
I10 A0258514 CA 2/20/18 22 A0258526 FL01 2/20/18 34 A0258538 HJ2A 2/20/18
11 A0258515 CAA 2/20/18 23 A0258527 FL02GE 2/20/18 35 A0258539 HJ3A 2/20/18
12 A0258516 CJ2E 2/20/18 24 A0258528 FL03 2/20/18 36 A0258540 HAE 2/20118
The truss drawings) referenced have been prepared by MTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the slate of Florida is February 28,2019.
NOTE -The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown.
The suitability and use of components for any particular building is the responsibility of the
building designer, perANSI1TPI-1 Sec. 2.
The Truss Design Drawing(s)(TDD[s)) referenced have been prepared based on the
construction documents (also referred to at times as 'Structural Engineering Documents)
provided by the Building Designer indicating the nature and character of the work.
The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof
Trusses or specific location). These TODs (also referred to at times as 'Structural Digitally signedbl
Engineering Documents) are specialty structural component designs and may be p T Tombo, III
project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialtrfit Ony DN. c=US. si=Florl
Pierce, o=Whole 1 -
Engineer), Engineer), the seal here and on the TDD represents an acceptance of professionalEngineering,cn=0
engineering responsibility for the design of the single Truss depicted on the TDO l con.
TT
om, b Tombo. III.
Building Designer is responsible for and shall coordinate and review the TDDs for { SERIALcompatibilitywiththeirwrittenengineeringrequirements. Please review all TDDs aMall Anth` flilleV - 3 3T
related notes. -051W 3B BC A2 2100 00 00 004C 12 87 DF
Page 1 of 2
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others. A#MTRUSSES
A FLORIDA CORPORATION
RE: Job WRCLGICE9
No. Seal # Truss Name Date
37 A0258541 HJ7 2/20/18
38 A0258542 J2A 2/20/18
39 A0258543 J2C 2120/18
40 A0258544 J3A 2/20/18
41 A0258545 J6E 2/20118
42 A0258546 J7 2/20/18
143 A0258547 J7C 2/20/18
44 A0258548 M7G 2/20/18
45 A0258549 VO4 2/20118
46 A0258550 V08 2/20/18
47 A0258551 V12E 2/20118
48 IA0258552 VM3 2/20118
49 A0258553 VM5 2/20118
50 STDL01 STD. DETAIL 2/20/18
51 STDL02 STD. DETAIL 2/20/18
52 STDL03 STD. DETAIL 2/20/18
53 STDL04 STD. DETAIL 2/20/18
54 STDL05 STD. DETAIL 2/20/18
55 STDL06 STD. DETAIL 2/20/18
56 STDL07 STD. DETAIL 2/20/18
57 STDL08 STD. DETAIL 2/20/18
58 STDL09 STD. DETAIL 2/20/18
159 STDL10 STD. DETAIL 2/20/18
60 STDL11 STD. DETAIL 2/20/18
61 STDL12 STD. DETAIL 2/20118
162 STDL13 STD. DETAIL 2/20118
163 STDL14 STD. DETAIL 2/20118
64 STDL15 STD. DETAIL 2/20118
65 STDL16 STD. DETAIL 2/20118
Page 2 of 2
Job Truss. Truss Type Qty Ply
Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
A0258505
WRCLG1C69 A01 Hip Girder 1 1
IRYANHOMES/LARGOV1
7 = 2494(LC 1)
54-9 7-0.0
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design(galtruss.com
01
Run: a.1ZU S NOV 1Z ZU17 Print: 6.1ZO S NOV 1Z ZU17 MIIeR Industries, Inc. I Ue FeD ZU 1J:46:J1 ZUlkf
I D, hA3x RN7kH8GY_sOsevncy2zOBn p-0XwKIYF72b5a ITQ6WykAdAmhT46VruO9gxRh
Dead Load Dell = 5/16 in
1' 27 28 ” 29 30 11 31 — 32 33
700
20 II
LOADING (psf) SPACING- 2-0-0
TCLL20.0
Max Horz
Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr NO
BCDL 10.0 Code FBC2017/rP12014
7 =
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-4-13 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-511 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be Installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (Ib/size)
2 = 2494/0-3-8 (min. 0-2-1)
7 = 2494/0-3-8 (min. 0-2-1)
Max Horz
700
2 = 59(LC 31)
Max Uplift
2 = 979(LC 4)
7 = 979(LC 5)
Max Grav
2 = 2494(LC 1)
7 = 2494(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5140/2071, 3-20=-0367/2730,
20-21=-6367/2730, 4-21=-6367/2730,
4-22=-6367/2730, 22-23=-6367/2730,
23-24=-6367/2730, 5-24=-6367/2730,
525=-6390/2741, 2526=-6390/2741,
6-26=-6390/2741, 6-7=-5136/2069
BOT CHORD
2-13=-1819/4652,13-27=-1817/4668,
27-28=-1817/4668,12-28=-1817/4668,
12-29=-2625/6390, 29-30=-2625/6390,
11-30=-2625/6390, 11-31=-2625/6390,
10-31=-2625/6390,10-32=-1822/4664,
32-33=-1822/4664, 9.33=1822/4664,
7-9=-1824/4648
400 = 500 MT20HS=
20 II
700
3x10 =
17-7-7 23 .0-0 30-0-0
52-13 54-9 7-0.0
x,[7:0-1-6,0-2-14],[10:0-3-8,0-1-8]
CSI. DEFL. In (loc) I/deft Ud PLATES GRIP
TC 0.84 Vert(LL) 0.39 10-12 931 360 MT20 244/190
BC 0.68 Vert(CT) -0.5810-12 624 240 MT20HS 187/143
WB 0.80 Horz(CT) 0.11 7 n/a n/a
Matnx-MS Weight: 164 Ib FT = 10%
BOT CHORD
2-13=-1819/4652,13-27=-1817/4668,
27-28=-1817/4668,12-28=-1817/4668,
12-29=-2625/6390, 29-30=-2625/6390,
11-30=-2625/6390, 11-31=-2625/6390,
10-31=-2625/6390, 10-32=-1822/4664,
32-33=-1822/4664, 9-33=-1822/4664,
7-9=-1824/4648
WEBS
3-13=0/509,3-i2=-926/2061,
4-12=-678/474, 5-10=-688/471,
6-10=-942/2091, 6-9=0/499
NOTES -
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
Indicated.
5) Plates checked for a plus or minus 0 degree
rotation about Its center.
6) This truss has been designed for a 10.0 fist bottom
chord live load nonconcurrent with any other live
loads.
7) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 979 Ib uplift at
joint 2 and 979 Ib uplift at joint 7.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 236
Ib down and 235 Ib up at 7-0-0,119 Ib down and 140
Ib up at 9-0-12,119 Ib down and 140 Ib up at 11-0-12
119 Ib down and 140 Ib up at 13-0-12,119 Ib down
and 140 Ib up at 15-0-0, 119 Ib down and 140 Ib up at
16-114, 119 Ib down and 140 Ib up at 18-114, and
119 Ib down and 140 Ib up at 20-114, and 236 Ib
down and 235 Ib up at 23-0-0 on top chord, and 369
Ib down and 118 Ib up at 7-0-0, 91 Ib down and 22 Ib
up at 9-0-12, 91 Ib down and 22 Ib up a1 11-0-12, 91
Ib down and 22 Ib up at 13-0-12, 91 Ib down and 221b
up at 150-0, 91 Ib down and 22 Ib up at 16-114, 91
Ib down and 22 Ib up at 18-114, and 91 Ib down and
22 Ib up at 20-11-4, and 369 Ib down and 118 Ib up at
22-114 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
10) 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) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60.3-6=-60,6-8=-60,14-17=-20
Concentrated Loads (lb)
Vert: 3=-189(F) 6=-189(F) 13= -369(F)9= -369(F)
20= -119(F)21= -119(F)22= -119(F)23= -119(F)
24= -119(F)25= -119(F)26= -119(F)27= -74(F)
28= -74(F)29= -74(F)30= -74(F) 31=-74(F) 32=-74(F)
33=-74(F)
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rssn
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Andy W,Ilrslstsdgd q.o It dlNusln,6H Mlnu h,lspwuUlCl O, Hdq No'e,ntrs:s sras hpnndgs IAu1dd 4+esonldwlls Olt Fort Pierce. FL 34946
oppgb07DIAA•Ifoolllows-Anlogl.lo,sMIn.r.L tepidmrooddisimend,i..glmos,ispsokiAUdv,As,ddtrneeoytrolssiw6wA•Itoo[hssse•blAosyI boskolnjI
Job Truss Truss Type Oty PN RYAN HOMES / LARGO v1
WRCLGICE9 A02 Hip 2 1
A0258506
0.0 ' Rep Stress Incr YES
BCDL 10.0
Job Reference (..I,
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss com Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Feb 20 13:48:38 2018 Page 1
ID-hA3xRN7kH8GY sasevney2zOBnp-UjUjWuGmpvDRNd?13fFPANJv7UNGaTDJVBAwlfzjElt
W10 9-0-0 15-0-0 + 21-0-0
I 30-0-0 31 0 q
1 9-0-0 6-0-0 6.0.0 9-0-0 1r
08 =
3x4 = 44
Dead Load Dell. = 3/16 in
3x8 II
3x4 = 4x6 = 3x4 =
3x8 11
LOADING(psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code FBC2017frPI2014
LUMBER -
TOP CHORD 2x4 SP M 30 *Except'
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-7-5 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
2 = 1260/0-3-8 (min. 0-1-8)
8 = 1260/0-3-8 (min. 0-1-8)
Max Horz
TC 0.65
2 = 74(LC 12)
Max Uplift
360
2 = 357(LC 8)
8 = 357(LC 9)
Max Grav
WB 0.31
2 = 1260(LC 1)
8 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-950/0, 3-4=-2125/1421,
4-5=-1992/1451, 5-6=-1992/1450,
6-7=-2125/1421, 7-8=-950/0
BOT CHORD
2-12=-1101/1872,11-12=-1336/2204,
10-11=-1336/2204,8-10=-1104/1872
WEBS
4-12=-104/469,5-12=404/271,
5-10=404/271, 6-10=-104/469
NOTES -
1) Unbalanced roof live loads have been considered for
this design.
CSI. DEFL. in (loc) I/deft Ud
TC 0.65 Vert(LL) 0.2012-15 999 360
BC 0.96 Vert(CT) 0.3812-15 946 240
WB 0.31 Horz(CT) 0.09 8 n/a n/a
Matrix -MS
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed: end vertical left exposed,C-C for members
and forces 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate gnp DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
20.0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 357 Ib uplift at
joint 2 and 357 Ib uplift at joint 8.
LOAD CASE(S)
Standard
PLATES
MT20
GRIP ,
244/190
Weight: 129 Ib FT = 10%
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I
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Fort Pierce, e. FL 34946
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Job Truss Truss TypeOty
CSI.
Ply
20.0 Plate Grip DOL 1.25 TC 0.77
TCDL 10.0
A0258507
WRCLG1C69 A03 Hip 2 1
IRYANHOMES/LARGOV1
WB 0.24
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Tue Feb 20
ID:hA3xRN7kH8GY sOsevncy2zOBnp yw25JEGOaCLI_maUdNmeibr,
4x8 z
4x8 =
2018
Dead Load De11. = 1/8 in
4x8 II
rJ „
3x8 =
34 — 30 =
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77
TCDL 10.0 Lumber DOL 1.25 BC 0.62
BCLL 0.0 ' Rep Stress Incr YES WB 0.24
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T2: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-5 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-2-2 oc bracing.
WEBS
1 Row at midpt 6-13
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
2 = 1260/0-3-8 (min. 0-1-8)
9 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 89(LC 13)
Max Uplift
2 = 339(LC 12)
9 = 339(LC 13)
Max Grav
2 = 1260(LC 1)
9 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1207/130, 3-4=-2239/1628,
4-5=-1932/1362,5-6=-1739/1343,
6-7=-1932/1362,7-8=-2239/1628,
8-9=-1208/129
BOT CHORD
2-13=-1341/2009,12-13=-963/1739,
11-12=-96311739,9-1 1=-1348/2009
WEBS
4-13=-322/427, 5-13=-81/417,
6-11=-82/417, 7-11=-322/427
NOTES-
DEFL. in (loc) I/dell L/d
Vert(LL) -0.2211-20 >999 360
Vert(CT) -0.4611-20 >788 240
Horz(CT) 0.08 9 n/a n/a
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25fl;
Cal. 11; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 339 Ib uplift at
joint 2 and 339 Ib uplift at joint 9.
LOAD CASE(S)
Standard
4x8 II
PLATES GRIP
MT20 244/190
Weight: 145 Ib FT = 10%
i
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elr.ne hlydlnfresd qrN rprr.rmrlh/Prrrslwdrra hrnu hsgl mrn41Y1Wry M:pr.rinsllasFapwalq weh UOmluNoro rrnldalrlRl Fort Dierce, FL 34946
eyysilb0Ni1Adlallrnses•Arlohy1.Ism" 111.P.t. brolroinW16slomrum,iraylwm,ispolihiredriMglherrinarnmissinhoeA•1hdlmus•Aolay1.tombs111,.t.
Job Truss Truss Type oty Pb RYAN HOMES / LARGO v1
WRCLGICE9 A04 Hip 2 1 A0258508
A 4 s__. r_.____ _ .,:____ 11
Vert(LL) 0.45 13-16 799
Job Reference o tional
Run: 8120 s Nov a 20i7 Print: mzu s Nov v zo17 MiTek Industries, Inc. Tue Feb 20 13:48:40 2018 Paget
ID:hA3xRN7kH8GY sOsevncy2zOBnp-06cTxaHOLWr8cw9hB4HtFoOADH2Y20hbM411xxzjElr
1 6-5.1313 0 0 17.0-0 23.6-3 30-0-0 1
1 6-5-13 6.6.3 4-0 0 6.6.3 6 5 13
5x6
5x6 Dead Load DeB. = 3116 in
siy • nm, nywly rrw•M1'11 WW IIISS6 SIUl1 j aril! RW lfalllrWf1117xj WI!I; IfuERfJfll'br,
4x8 11
3x4 = 3x8 MT20HS= 3x4 = 4x8 11
R
0
LOADING (psf) SPACING -2-0-0
9 =
CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.45 13-16 799 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.60 11-13 596 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 133 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
2 = 1260/0-3-8 (min. 0-1-8)
9 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 104(LC 13)
Max Uplift
2 = 358(LC 12)
9 = 358(LC 13)
Max Grav
2 = 1260(LC 1)
9 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-1078/170,3-4=-2249/1650,
4-5=-1926/1395,5-6=-1532/1289,
6-7=-1926/1395,7-8=-2249/1649,
8-9=-1078/170
BOT CHORD
2-13=-1359/2017,13-22=-845/1532,
12-22=-845/1532,12-23=-845/1532,
11-23=-845/1532,9-11=-1365/2017
WEBS
4-13=465/531, 5-13=-223/498,
6-11=-222/498, 7-11=-465/531
NOTES -
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph: TCDL=5.Opsf; BCDL=5.Opsf; h=254;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 358 Ib uplift at
joint 2 and 358 Ib uplift at joint 9.
LOAD CASE(S)
Standard
vim) hop Mmm N Rog sof wnill"s "b"(W.. W6IAgi lw ltr t Idwui uM Mh n, wm 6rnu ON wr I.1
Whlirl rYnsM r IbOiIMwMntl U InuAnply epi.11oU1lgYn;bWwglr 4um+.u1bNYMNw q u41w4 IWMrYtgNMfapinulryaNwblNw,.r1 11 nrwpniwyan.wrqumm"Oft
I NmdMlmtSrq WE ArwgmW;/rp.m.YO.aifxOruNgo/nr Why krhr,wYnseNIw 8L4r 0.'NMMIsYq WNR1.l W.ndNbINN; IdlmAbim NNyl.Wyoiq.YY MwNY uq iKYYm1 YMI Anthony T.$
0083
111, P.E.
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4451 5t. Lucie Blvd. Antic e4q 11efw1tlgN y wwelyh Olnwi Mii! hlnc hnplgwnblCl YtrMl Ntyin,rL si115ns Fslw plot" Ul seioN ro.iwhAw1.011,
s(
gpirkO1b16A•Ilalhrsses•bOoolLlombeW,/f.ttpdeoieedThis Timmons, callug, ispobibidrillintibewinnrrmissisbon A•1hod 1Lones•AeAeell.lee4o111,r.L
Foil Pleice, FL 34946
Job Truss Truss Type City Ply
20.0 Plate Grip DOL 1.25 TC 0.80
TCDL 10.0
A0258509
WRCLGICE9 A05 Common 5 1
1RYANH0MES/LARG0v1
WB 0.62
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
Job Reference (optional)
All Roof Trusses, Fort Pierce, FL 34946, design(galtruss.com Hun: C.Izu s Nov 1z zui / rnnu mizu s Nov iz cul r miTekex industries, mc. t ue reo cu W gciL- t cu 00 rdge t
ID:hA3xRN7kH8GY sOsevncy2zOBnp-ulAr8vle6gc7E4ktloo6o0xO5hOgn141bZPaU_zjElq
IM
0 q 8-0-0 I 15-M + 22-0-1 30-0.0 31.0.0
8-0-0 7.0-1 7-0-1 8-0-0 -0.0
5.00 12 5x6 =
Dead Load Deft. = 1/4 in
4x8 11
3x4 = 3x8 MT20HS= 30 = 4x8 II
LOADING(psf) SPACING- 2-" CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80
TCDL 10.0 Lumber DOL 1.25 BC 0.98
BCLL 0.0 ' Rep Stress Incr YES WB 0.62
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6.0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
2 = 1260/0-3-8 (min. 0-1-8)
10 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 118(LC 13)
Max Uplift
2 = 374(LC 12)
10 = 374(LC 13)
Max Grav
2 = 1260(LC 1)
10 = 1260(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-944/109, 3-4=-2207/1601,
4-5=-1996/1528, 5-6=-1909/1552,
6-7=-1909/1552,7-8=-1996/1528,
8-9=-2207/1601, 9-10=-944/109
BOT CHORD
2-14=-1295/1966, 14-23=-737/1363,
13-23=-737/1363,13-24=-737/1363,
12-24=-737/1363,10-12=-1299/1966
WEBS
6-12=-471/701, 8-12=425/553,
6-14=-471/701, 4-14=-425/554
NOTES-
DEFL. in (loc) Well Ud
Vert(LL) -0.4312-14 >841 360
Vert(CT) -0.6812-14 >533 240
Horz(CT) 0.08 10 n/a n/a
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise
indicated.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 374 Ib uplift at
joint 2 and 374 Ib uplift at joint 10.
LOAD CASE(S)
Standard
1R1
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 137 Ib FT = 10%
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4451 St. Lurie Blvd
thimehoplViath 101 o.tNgrnge,wln:+SrynhSswdq WAR NoaraNa:on d4wlalltl. Foit Pierce, FL 34946
ppi1BO1DIAA11ollM1nrn•Aalloryl.lw+6olll./J. tepldodiesWAildwaww,mraytwo,ispoli6BedwitbmaSWew+neafa isx+wbwA-1bol6rnn•biboy1.lwlolll,?I
Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
WRCLGICE9 A06 Roof Special Girder 1 1 A0258510
NO
BCDL 10.0
Job Reference (optional)
M f nwf s WSW$, rurl rserce, rt. avElo, oesrgnigarlruss.00m run: 8.120 s Nov 12 2017 Print: 8.120 S Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:48:42 2018 Page Y
ID:hA3xRN7kH8GY sOsevncy2zOBnp-MVkDLFJGl7ksrEJ31VKLKDTYg5liW8bugDA8OQzjElp
1 14-0 18-0.4 23-0-0 25 2-15 r -O 1
1 6§-:1-18 4 2-9 3 8 0 4 2 4 4 512 2-2-15 4-9.1IV
4x6 II Dead Load Dell. = 1/4 In
64 = 5x8 =
5x10 MT20HS=
300 = 64 = 700 MT20HS-
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr NO
BCDL 10.0 Code FBC2017/TPI2014
9 =
LUMBER -
TOP CHORD 20 SP N0.2 'Except'
T3: 20 SP M 30, T4: 2x4 SP M 31
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 20 SP No.3
WEDGE
Left: 20 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-1 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 7-5-2 oc bracing.
WEBS
1 Row at midpt 5-14
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
2 = 1835/0-3-8 (min. 0-1-8)
9 = 2787/0-3-8 (min. 0-2-5)
Max Horz
TC 0.86
2 = 86(LC 8)
Max Uplift
360
2 = 550(LC 8)
9 = 958(LC 9)
Max Grav
WB 0.86
2 = 1835(LC 1)
9 = 2787(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3639/1105, 3-4=-3330/1052,
4-5=-3313/1039, 5-6=-6077/2082,
6-7=-6077/2082, 7-8=-5802/2008,
8-9=-5878/2030
BOT CHORD
2-14=-99513280,13-14=-1630/5344,
12-13=-1630/5344,12-21=-1741/5418,
11-21=-1741/5418,9-11=-1779/5318
WEBS
3-14=-325/297, 4-14=-678/2263,
514=-3079/1156, 5-12=-474/1043,
CSI. DEFL. in (loc) I/deb Ud
TC 0.86 Vert(LL) 0.3311-12 999 360
BC 0.93 Vert(CT) 0.5711-12 633 240
WB 0.86 Horz(CT) 0.10 9 n/a n/a
Matrix -MS
WEBS
3-14=-325/297,4-14=-678/2263,
5-14=-3079/1156, 5-12=-474/1043,
6-12=-269/195, 7-12=318/810,
7-11=-375/1297
NOTES -
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) • This truss has been designed for a live load of
20.0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 550 Ib uplift at
joint 2 and 958 Ib uplift at joint 9.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 285
Ib down and 235 Ib up at 23-0-0 on top chord, and
1544 Ib down and 543 lb up at 214-12, and 369 Ib
down and 118 Ib up at 22-114 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
10) 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) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (pit)
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 171 Ib FT = 10%
Standard
Vert: 1-4=-60,4-5=-60.5-7=-60,7-10=-60,
15-18=-20
Concentrated Loads (lb)
Vert: 7=-189(8)11=-369(8) 21=-1544(8)
9A
V
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St.
erc
Lurie Blvd
Fa[oR Dlerce. FL 34946
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Job Truss Truss Type QN
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76
TCDL 10.0
AO258511
WRCLGIC69 BO1 Hip Girder 1
1PIY
1
IRYANHOMES/LARGOA
WB 0.30
BCDL 10.0 Code FBC2017lrP12014 Matrix -MS
Job Reference (optional)
Al Foot Trusses, Fort Pierce, Ft. 3494b, oeslgngaltruss.com Kun: tf.lZU 5 Nov 7Z Zul t Print: a.izu s n1ov, R Zul t MI I ex inoustnes, mc. rue reo cu 1,1:40:4,1 Zu to rage r
I D:hA3x RN 7kH8GY_sQsevncy2zOBnp-qh IcZbKueRsjTOuGsDratR015V8WFje22tuhYszj Elo
1-0-0 7.0-0 108-0 14-4.0 , 21-4-0 r22-4-0,
7-0-0
I 3-8-0 3-8-0 7.0-0 1 0 0'
r1n0 - 1 /Y ;-
5x8 11
1.5x4 11 5x8 = 1.50 II
5x8 11
LOADING(psf) SPACING- 2-" CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76
TCDL 10.0 Lumber DOL 1.25 BC 0.77
BCLL 0.0 ' Rep Stress Ina NO WB 0.30
BCDL 10.0 Code FBC2017lrP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 31 'Except'
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP N0.3 1-",
Right 2x4 SP No -3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-7-10 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 7-10-3 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (Ib/size)
2 = 1822/0-3-8 (min. 0-1-8)
8 = 1822/0-3-8 (min. 0-1-8)
Max Horz
2 = 59(LC 27)
Max Uplift
2 = 603(LC 8)
8 = 603(LC 9)
Max Grav
2 = 1822(LC 1)
8 = 1822(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1265/254,3-4=-3479/1134,
4-21=-3655/1260, 5-21=-3655/1260,
5-22=-3655/1260, 6-22=-3655/1260,
6-7=-3479/1134,7-8=-1265/255
BOT CHORD
2-12=-989/3123,12-23=-988/3140,
11-23=-988/3140, 11-24=-947/3140,
10-24=-947/3140,8-10=-949/3123
WEBS
4-12=0/513,4-1 1=-285f787,
5-11=-621/413,6-1 1=-285f787,
6-10=0/513
NOTES-
DEFL. in (loc) Well L/d PLATES
Vert(LL) 0.1610-11 >999 360 MT20
Vert(CT) -0.2911-12 >875 240
Horz(CT) 0.10 8 n/a n/a
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
toads.
6) his truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0.0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 603 Ib uplift at
joint 2 and 603 Ib uplift at joint 8.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 258
Ib down and 249 Ib up at 7-0-0,141 Ib down and 154
Ib up at 9-0-12, 141 Ib down and 154 lb up at 10-8-0,
and 141 Ib down and 154 Ib up at 12-3-4, and 258 Ib
down and 249 Ib up at 144-0 on top chord, and 372
Ib down and 79 Ib up at 7-0-0, 100 Ib down at 9-0-12,
100 Ib down at 10-8-0, and 100 Ib down at 12-34,
and 372 Ib down and 79 Ib up at 14-34 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others.
9) 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) Dead + Roof Live (balanced): Lumber Increase= 1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 14=-60,4-6=-60,6-9=-60,13-17=-20
Concentrated Loads (lb)
Vert: 4= -211(B)6= -211(B) 12=-372(8) 11=-77(B)
5=-141(B) 10=-372(8) 21=-141(8) 22=-141(8)
GRIP
244/190
Weight: 100 Ib FT = 10%
23= -77(6)24= -tits/
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I
Job Truss Truss Type Qty Ply
Plate Grip DOL
WRCLGICE9 B02 Hip 1 1
IRYANHOMES/LARGOV1
A0258512
0.0 ' Rep Stress Incr YES
BCDL 10.0
Job Reference o tional
As Koor Irusses, ron coerce, rL J4:l4ts, Oesign(galUVss.cont Kun: 8.1ZU s Nov 1Z ZU77 F'nn1: 8.120 S NOV 12 2017 Welt Industries. Inc. Tue Feb 20 13:48:44 201
ID:hA3xRN7kH8GY_sOsevncy2zOBnp.Jtr_mxKWPI_ a5YTSOwMDPeZxouQO BSBH)
3x6
1.50 II 3x6 Dead Load Dell. = 3161n
3x8 11 5x8 = 3x8 11
LOADING(psf) SPACING- 2-"
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code FBC2017lrP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No -2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No -3 1-",
Right 2x4 SP No -3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-2 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
10 = 852/Mechanical
2 = 915/0-3-8 (min.0-1-8)
Max Horz
TC 0.70
2 = 83(LC 16)
Max Uplift
360
10 = 231(LC 13)
2 = 261(LC 12)
Max Grav
WB 0.20
10 = 852(LC 1)
2 = 915(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-908/28, 3.4=-1415/1041,
4-5=-1171/866, 5-6=-1059/835,
6-7=-1059/835,7-8=-1171/866,
8-9=-1419/1045,9-10=-942/80
BOT CHORD
2-11=-830/1251,10-11=-834/1256
WEBS
6-11=-293/522,4-11=-267/343,
8-11=-273/348
NOTES -
1) Unbalanced roof live loads have been considered for
this design.
CSI. DEFL. in (loc) Well L/d
TC 0.70 Vert(LL) 0.1911-14 999 360
BC 0.98 Vert(CT) 0.4011-14 642 240
WB 0.20 Horz(CT) 0.02 10 n/a n/a
Matrix -MS
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 231 Ib uplift at
joint 10 and 261 Ib uplift at joint 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 93 Ib FT = 10%
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Job Truss Truss Type Qty Ply
Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
A0258513
WRCLGICE9 B04 Common 2
1RYANH0MES/LARG0v1
1
Code FBC2017lrP12014
2 = 915(LC 1)
0.03 8 n/a
Job Reference (optional)
Al Rool Trusses, Fort Pierce, FL 3494b, deSlgn((Ra1In1SS.o0rn Kun: t%.1ZU S Nov 1Z ZUl / i nn1: 17.1ZU S Nov 1Z ZUl / MI I ex lnousines, Inc. 1 ue reo Lu 73:40:40 Zu1 V
ID:hA3xRN7kH8GY sOsevncv2zOBno-n4PM HL9A26Rih1e di2vs5AwlmdieCLWBN
4x6 =
Dead Load De11. = 3/16 in
3x8 11 5x8 = 3x8 11
LOADING (psf) SPACING- 2-"
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code FBC2017lrP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No -2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-7-4 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation ciuide.
REACTIONS. (Ib/size)
8 = 852/Mechanical
2 = 915/0-3-8 (min. 0-1-8)
Max Horz
Ud
2 = 95(LC 16)
Max Uplift
9-12
8 = 245(LC 13)
2 = 274(LC 12)
Max Grav
9-12
8 = 852(LC 1)
2 = 915(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-923/52, 34=-1436/1081,
4-5=-1130/856, 5-6=-1131/857,
6-7=-1440/1084, 7-8=-954/104
BOT CHORD
2-9=-869/1274, 8-9=-874/1280
WEBS
5-9=401/606, 6-9=-376/449,
4-9=-369/443
NOTES -
1) Unbalanced roof live loads have been considered for
this design.
CSI. DEFL. in loc) I/deft Ud
TC 0.42 Vert(LL) 0.17 9-12 999 360
BC 0.98 Vert(CT) 0.36 9-12 720 240
WB 0.23 Horz(CT) 0.03 8 n/a n/a
Matnx-MS
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf, h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord In all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 245 Ib uplift at
joint 8 and 274 Ib uplift at joint 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 94 Ib FT = 10%
Orly r4a M.lOr.n4. .'14 Ice !!wj9u!r111414P. MStnames U{!O.{II'IijIl11ON1fY:IrMa 1.O14t7rr...pn I.d.4.OuLn1 MDr. M..r(ali.l.r4Y111"bart Iftnaw"hu.w YUYmruY MIR.O1
Iota usttO.pb.Y 4..Irf.1r.M.OI 1.. e.0 wr!P..s,.1!,rw..r.1!tF.u:.un urur,ti.,.ry.o.y.uyrrr.y a.ey!m.1g01 Y131..1;.b 1111 M1lnynwlYl,Yg vY t, Reim AnUwny T. Tombo III, P.E.
On.1Y. MsHg4Vigniny 64rOM0 n,bOnis.7y.LM.r....WgMMr,.YupO4MOLFt!11.IO4•01.1 M 1lIIIw p.OOrIM 1!4xa.4Ylm..6ilrll Y.*s4Y 1 q WMrm1 W.jA .80083
b 4Yq M.q...I1.a.. no.0 W.ftw do. 1.maml polim OM Wy!pm W'h eenjUlp"bod 1.Tall WIn14MSM Y r-Orim. nr11m4451 St. Lucie Blvd.
ab.h.MMI;.f.d.F.1.r....O rlrar.r.1>tiM10 4. 4n/My t.r....410! M. MMYr M.r...•im1$Yn lire. O y MM4I aV#o*ul4n...AM.IIII Folt Pierce, FL 34946
on.iFbL111illtoolhnus "mr)l.Iooiliall L ItF.donimdibis la.eq,irorloin, npoi.Odrd WhiiiAenintoFr..uinboa Iltool 6.lsn IAwy1.limbo III, F.I.
Job uss Truss Type City Py RYAN HOMES / LARGO v1
WRCLGICE9 Fill Comer Jack 10 1A0256514
Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5
Job Reference o tional
Al Roof Trusses, it Pierce, FL 34946, design(Waltruss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Feb 20 13:48:46 2018 Page Y
ID:hA3xRN7kH8GY sOsevncy2zOBnp-FGzkBdMnxMEIKrerXLOHV3ePgiKrS82UId6L98zjEll
1.0-0 all -11
1-0-0 0-11-, l
3x6
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/fP12014 Matrix -MR Weight: 5 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be Installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
5 = 150/0-3-8 (min. 0-1-8)
3 = 10/Mechanical
4 = 5/Mechanical
Max Horz
5 = 37(LC 9)
Max Uplift
5 = 88(LC 8)
3 = 10(LC 1)
4 = 5(LC 1)
Max Grav
5 = 150(LC 1)
3 = 12(LC 8)
4 = 11(LC 3)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf: h=25ft;
Cat. Il; Exp C: Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0.0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 88 Ib uplift at
joint 5, 10 Ib uplift at joint 3 and 5 Ib uplift at joint 4.
LOAD CASE(S)
Standard
w, n.a..nTe.r rllownrssoryulr auwnaurotulllnmio rrr7 rcapn urrr4l.prrppa—Vir.rNMI NMI Im "s-. 111 rrur.1I l.rkpi.mm-show"»r eena..Nrrsrm.ry
mda..wra,w».wrrlst.rm eerl»uwylgr.pe.fMwl Mslrur»rrlr urum mM.orr rrrywNw..unhren rrsapronramr»rIe.p.renrl 1b"P.n.pn.IrgIm»L+ruR
I r..Arrtmsw.Iruyxr»N.r rrw,ro. rrr dqs.rrw rwP.,.rMenrrmsrarrlrl.r9.I.rnu r nlJrrlNrPkUINArltlltddlrlrlt<q,4Y1Md»r111urJ011rny.w.r Anthony T. Tonitio 111, P.E.
80083rwarrrs.rrre» n.,taw.rl»rrtn'rer Mrmrrartir.I.ssrneen•.».Pnr Potiwhlnrvun dsnas P.rPr.r. Inl w/o.Pwanrrwral nrroP..uerw,#ywrlmrrw....an
x 801183
rAe.r ldud elrf><e grtl sPr..hdPan wehd hlmrh ( IAYq Ps,ImsSloelgiarq Nrr UgahN:n n.IdrMINI. 4451 St. Lurie
FoitPierte,Ft, 3494 3494 6
u ep..beptr Mu
q
GplripMONllAdfeollnnrt•AnAarl.loabrlll,ll trpd oie rlibis %egara,iouil»a,isptob6ite4ritAe ltht.line peerssitebwA•Itootlgssn•Ar4»ryllatolll,l.1.
Job Truss Truss Type City Ply RYAN HOMES / LARGO v1
loc) I/deft Ud PLATES GRIP
TCLL 20.0
A0258515
WRCLGICE9 CJ1A Comer Jack 6 1
999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Feb 20 13:48:47 2018 Page 1
ID:hA3xRN7kH8GY sasevncy2zOBnp-jSX6PzNPhgM9y?B152vW1HBbd6gEBbldzUsvhdzjElk
1-0 0 0-11-11
10 0 0-11-11
30 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 5 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
3 = 8/Mechanical
2 = 130/0-8-0 (min. 0-1-8)
4 = 1/Mechanical
Max Horz
2 = 35(LC 8)
Max Uplift
3 = 4(LC 12)
2 = 71(LC 8)
4 = 1(LC 1)
Max Grav
3 = 8(LC 22)
2 = 130(LC 1)
4 = 13(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
5) Refer to girders) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 4 Ib uplift at
joint 3, 71 Ib uplift at joint 2 and 1 Ib uplift at joint 4.
LOAD CASE(S)
Standard
apeti.er...yirepa.ne•e l ext nnusi slue arw nuauasmenlnlorrnr;,a,cnlKurrd. u, r r•,d rm,.mrmra,#w.glno,dr,el.rr I rrlrua.nryMlrr,.e wra..w>ew»allr..a
nhlu.aa ews,rrndarlxase +r e1.1mkviq.ape.spow,t"4 rWOO nnngweum..erera,rivegrrn,mpwAd"bift"drsgru•naww.aeoowq.,Oil. MI nnaWess"P b"Wor..wb Anthony T. Tombo 111, D.E.
wlm bimtMglrAgkdtaiwliN 40•m.dp•entel velepahW6gAYpr,YlwYa bl4L lulOtYdealgnledRel IMpntl hOld Wln.dhfmtdMglMlyrnge.bpdMaiYg1MGYYny.ulY!/ x80083
4 MIaeM pdfersaa. l4wntaMa•lepdbpass nl polsl,Aae 4dYee NSS/gY..01!pW1Y11 Rd1pin dllnUL rwel bae. ml lbnyeeJYnNMn/4hmbvp.Lm Ms fgaa.11m1Ynl.rro,m 4451 St. Lucie Blvd.
ta.h.I dllefwr.a geel,re.sli rlpnnwied hh.ubu'lgemUlFIY1(rghlgr.slml5ems hpualnsW 10aNi Mannwldwlsllee Fort Pierce, FL 34946
Gpltilln0MIA11..Ihusus•Antay1.lembeIll.PA. tep,demwdOtis Awoarw,fufly two, isplotiAedrillaaThe .6acepemussiesbwA•It*WhinserbAny1.l.alp111,r.1.
Job Truss Truss Type City PN RYAN HOMES / LARGO v1
WRCLGICE9 CJ2E Comer Jack 4 1 A0258516
1.25 TC 0.08 Vert(LL) 0.00 5
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@attruss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:48:48 2018 Page Y
ID:hA3xRN7kH8GY sosevncy2zOBnp-Bf5VcJN1SzU0a9mDfmRlaUjmXWOMw2YnC86SD4zjElj
1.0-0 1-5-11I1.0.0 + 1-5-11
30 =
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 6 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No -2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-5-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
3 = 23/Mechanical
4 = 15/Mechanical
2 = 139/0-3-8 (min. 0-1-8)
Max Horz
2 = 32(LC 8)
Max Uplift
3 = 14(LC 9)
4 = 13(LC 9)
2 = 110(LC 8)
Max Grav
3 = 23(LC 1)
4 = 19(LC 3)
2 = 139(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opst; BCDL=S.Opsf; h=15ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; porch left
exposed:C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 14 Ib uplift at
joint 3, 13 Ib uplift at joint 4 and 110 Ib uplift at joint 2.
LOAD CASE(S)
Standard
Nil•IYribm+I.nH.n'r IrJW IIISfttFYWrI Qrd1111W r10t7111Cgf1317 j/r:YJlrUptllKiG11'h,c hrll iUrpnN++diulrrt.ntlm+Ms+r ngpMldYlA.r11"R?LbbmAMW-w Yu+nr. "d* 10
IrlaW.
rm+arndablsrw l+tl ura lq.epr.slnnrrr,,bw.nlryum+..uro rxaarq,e gn+wwl+nMbw*rr+gRu,aura+r alo..p.anllnnvrnu.rmnw.r..vrrl Anthony T. Tombo III, P.E.
SAV+Ai.lm+N.IpolgNb rywWJr!kAm.Me..i+.bt+ItprbWUgMnpr,Y oa/or0l.bi[dbM1.Yq WtlIM1I lbq.ted/blYdgMYtu/frlm tlygl.Rt mgr.nhWdY.ap YOMbuy.Wler :80083
Y HN1Mtp.id4oMr V.»+.M.bltoSAdbOn+SA AEn+dbb+bll+Rr.M YMl w.rpnr pwmi? VISA IxtnM.nOL ismir URN Y1.Ib+.tre lUnISAMnVUIMN.b.. Le+ Imp lq..SA 1.9 bwM...,.R++
ds.W ld.+lllrbn4 qmr gs..0ghirnnwinl IMI.O.Uptgm.l+ tel b 9dis"Irtgw. has 170s brw Our oil"UvrbrNmonr+NW.11ll.
4451
er.
Lucie Blvd.
Fat Pierce, FL 34946
gpipb 070114 1 bd lasses • AnLoq 1. hm6t 111.1.1. 1tp+blboiu dIII) blbmm, is aIle., i+poli6nd ridtbl de rnnn pn.iuiw 6w 4•I twl ln+ur • Anhrbr, 1. [mks 81,1.1.
Job Truss Truss Type Ob
DEFL.
HOMES /LARGO
V1WRCLG10E9
loc) Well Ud
TCLL 20.0 Plate Grip DOL
A0258517
TC 0.22
CJ3 Comer Jack 10 1PIY1[AN
t
Lumber DOL 1.25 BC 0.11 Vert(CT)
Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design(daltruss.com Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 2013:48:49 2018 Page 1
ID:hA3xRN7kH8GY sasevncy2zOBnpdrftgfOtDHctBJLPDTy__6iGv5vLCfVowRoLOmWzjEli
1-0-0 2-11-11
r 1-0 0 2-11-11
LOADING (psf)SPACING-
194/0-3-8 (min. 0-1-8)
2-" CSI. DEFL. in loc) Well Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 4-5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0 00 3 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -MR
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
purlins, except end verticals
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
5 = 194/0-3-8 (min. 0-1-8)
3 = 69/Mechanical
4 = 28/Mechanical
Max Horz
5 = 69(LC 12)
Max Uplift
5 = 72(LC 8)
3 = 57(LC 12)
Max Grav
5 = 194(LC 1)
3 = 69(LC 1)
4 = 51 (LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-5=-166/258
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 72 Ib uplift at
joint 5 and 57 Ib uplift at joint 3.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 11 Ib FT = 10%
tetq MyA•.t ltwl•Ir'1IIJOF IIdIS[s(SlUlrj{Ir!W RtlISlfWplltn(W101 T7;4I1C11tiiatrr Yr. IMll,upro ndnr ottwiltLnt 7tt#Ott..glRP,rM 1l Itrh4ll M..'%WWM.nt adnsoww•Yowsslb ooh
Wld urMlistiMh.nlbltlM4hdl hthwtMgfquwpr. tKullDpeq,mWwgllln ntnnmputlwMMud n{MtvlutltMilgMWln'tlMtytlntlhne1wh10Y..b A111t Mptnnp ro ldq mwi>,m10Y Anthony? Tombo 111, D.E.
I dmdNtlmti.gWlyhpmr,dMdYe.nhO.o'tnrvtltplahWNgOexpr.et otn yp bl daYdl.YgnMdlFllt tn1 M101ds.1dlntAblmt.ri lglnfiyoigt.ovAwd gJ>pMr nl Wlq x80083
Ot1UgFt¢a ditetir Louis
d—ddngllttrttOgMgosss- g11.0pres dIb Imthopiso., It 101Y Wq Nuri. M Ims Slfn Bpodq olq Yaideli MnohkW0111 oFt ei
Lucie
3494FortDierce, FL 349x6
Oppipb07011A1lwlhhsts•AstloryIl/m0/OLpI 11pnboiodll'nlxomm,lleel Ing, isp1011FIts! iiEl/11Yt•911hrpBOltYMbN9A-1 tool IOHts•Arlbay1.hAtOIll, r.1.
Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
WRCLGICE9 CJ4E Comer Jack 4 1 A0258518
0.0 ' Rep Stress Incr YES
BCDL 10.0
Job Reference (optional)
All Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:48:50 2018 Page !'
ID:hA3xRN7kH8GY_sQsevncy2zOBnp•71DF1 PH_bkkpTwcmBTDtvo4QJg7Oy24gs2ZIyzjElh
1-0-0 3-5-11
1 0 0 3-5-11
LOADING (psf) SPACING- 240-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code FBC2017frPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation ouide.
REACTIONS. (Ib/size)
3 = 81 /Mechanical
4 = 46/Mechanical
2 = 205/0-3-8 (min. 0-1-8)
Max Horz
Vert(LL)
2 = 53(LC 8)
Max Uplift
360
3 = 51 (LC 8)
4 = 36(LC 8)
2 = 148(LC 8)
Max Grav
Horz(CT)
3 = 81 (LC 1)
4 = 59(LC 3)
2 = 205(LC 1)
FORCES. (lb)
Max. Comp /Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; porch left
exposed;C-C for members and forces 8 MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads
30 =
CSI. DEFL. in loc) I/deft Ud
TC 0.18 Vert(LL) 0.02 4-7 999 360
BC 0.19 Vert(CT) 0.02 4-7 999 240
WB 0.00 Horz(CT) 0.00 2 n/a n/a
Matrix -MP
4) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 51 lb uplift at
joint 3, 36 Ib uplift at joint 4 and 148 Ib uplift at joint 2.
LOAD CASE(S)
Standard
PLATES
MT20
GRIP
244/190
Weight: 12 Ib FT = 10%
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er , FL 3494FortPierce, FL 34946
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Job Truss Truss Type City PNRYAN HOMES / LARGO V1
loc) I/defl Ud
TCLL 20.0 Plate Grip DOL
A0258519
WRCLGICE9 CJ5 Comer Jack 10 1
360
Lumber DOL 1.25 BC 0.25 Vert(CT)
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design/?altruss.com Run: 9.1zv s Nov 1z "zu1 i Print: ti.izu s Nov Ts zui r MIIex mousmes, Inc. rue Feb zu is:na:ai w•o rage i
ID:hA3xRN7kH8GY_sOsevncy2zOBnp-bE nd EKOvIusbRcVoKu_SC7LAoj?T7PHDu6g6gOzjElg
1 -1-0-0 4-11-11
1 0 0 4-11-11
3x8 II
4-11-11
LOADING(psf)SPACING-
268/0-3-8 (min. 0-1-8)
2-" CSI. DEFL. in loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.03 4-5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.05 4-5 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MR
LUMBER -
TOP CHORD 20 SP N0.2
BOT CHORD 2x4 SP N0.2
WEBS 20 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-11 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (Ib/size)
5 = 268/0-3-8 (min. 0-1-8)
3 = 127/Mechanical
4 = 55/Mechanical
Max Horz
3 = 109(LC 12)
Max Uplift
5 = 130(LC 12)
3 = 48(LC 12)
Max Grav
5 = 268(LC 1)
3 = 127(LC 1)
4 = 89(LC 3)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-242/456
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone: cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces 8 MWFRS for reactions shown: Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl with any other live loads.
4) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 130 Ib uplift at
joint 5 and 48 Ib uplift at joint 3.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 17 Ib FT = 10%
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Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
WRCLGICE9 E01 Half Hip Girder 1 1 A0258520
1.25 TC 0.43 Vert(LL) 0.06 5-6
Job Reference (optional)
y,.a • a es o.w.„ nun. o. rcv s emw s c cv e r rnnc o. rcv s rvov i c cvi r mr i ex inausrnes, int. I ue I-eD Zu 13:48:52 Z018 Page?
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-40K9SgQYWC R2m4_ucVhkKuM_7JQsmzN7m2gNrzjElf
1-0-0 3-0-0 ti$0I
1 0 0 I
3-0-0 1
5.8-0
40 =
3x4 =
LOADING (psf) SPACING -2 0 0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 5-6 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.07 5-0 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 11 We n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 39 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-5-13 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
2 = 462/0-8-0 (min. 0-1-8)
11 = 377/0-3-8 (min. 0-1-8)
Max Horz
2 = 69(LC 8)
Max Uplift
2 = 297(LC 4)
11 = 259(LC 4)
Max Grav
2 = 462(LC 1)
11 = 377(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-750/506, 3-12=-670/484,
12-13=-670/484,4-13=-670/484
BOTCHORD
2-6=-477/663
WEBS
4-6=-347/460,4-1 1=-426/290
NOTES -
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10: Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf, h=15ft;
Cat. II; Exp C: End., GCpi=0.18: MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 fist bottom
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Bearing at joint(s) 11 considers parallel to grain
value using ANSIfTPI 1 angle to grain formula.
Building designer should verity capacity of bearing
surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 297 Ib uplift at
joint 2 and 259 Ib uplift at joint 11.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 93
Ib down and 119 Ib up at 3-0-0, and 39 Ib down and
47 Ib up at 5-0-12, and 39 Ib down and 47 Ib up at
7-0-12 on top chord, and 52 Ib down and 110 Ib up at
3-", and 21 Ib down and 45 Ib up at 5-0-12, and 21
Ib down and 45 Ib up at 7-0-12 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
10) 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) Dead + Roof Live (balanced): Lumber Increase= 1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert. 1-3=-60, 34=-60, 5-8=-20
Concentrated Loads (lb)
Vert: 3= -26(F)6= -41(F) 12=-11(F) 13=-11(F)
14=-17(F) 15=-17(F)
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Job Truss Truss Type QtyPly
DEFL.
RYAN HOMES/ LARGO v1
WRCLGICE9 F03 HIP GIRDER 1 2
A0258521
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:48:53 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-YcuOfORAHW61gw(BSJOwHYQPIXXSbBOWMQJDVHzjEle
1-0-0 550 1059 15-5.7 20 6 0 26.0-0 27-0 Q
r 550 5-0 9 4-10-13
Dead Load Deft. = 7/16 in
3x6 =
27 28 '" 2911 30 31 .- 32 33 -
1.5x4 II 500 MT20HS= 3x4 =
3x8 =
LOADING (psf) SPACING -2-0 0 CSI. DEFL. in (loc) I/deo Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.85 10-12 367 240
TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.90 10-12 347 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.56 Horz(CT) 0.11 7 n/a n/a
BCDL 10.0 Code FBC20171TP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No -3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 6-2-12 oc bracing.
REACTIONS. (Ib/size)
2 = 1894/0-3-8 (min. 0-1-8)
7 = 1894/0-3-8 (min. 0-1-8)
Max Horz
2 = 28(LC 4)
Max Uplift
2 = 1317(LC 4)
7 = 1317(LC 5)
Max Grav
2 = 1894(LC 1)
7 = 1894(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-6558/4523, 3-20=-9081/6303,
20-21=-9081 /6303, 4-21=-9081 /6303,
4-22=-9081/6303, 22-23=-9081/6303,
23-24=-9081/6303, 5-24=-9081/6303,
5-25=-9107/6321,25-26=-9107/6321,
6-26=-9107/6321,6-7=-6553/4520
BOT CHORD
2-13=4359/6331, 13-27=-4385/6362,
27-28=-4385/6362,12-28=-4385/6362,
12-29=-6263/9107, 11-29=-6263/9107,
11-30=-0263/9107, 30-31=-6263/9107,
10-31=-6263/9107, 10-32=-4353/6357,
32-33=4353/6357, 9-33=4353/6357,
7-9=-4328/6326
WEBS
3-13=-252/396,3-12=-1983/2917,
4-12=-529/321, 5-10=-541/326,
6-10=-2007/2949,6-9=-248/392
NOTES -
1) 2 -ply truss to be connected together with 10d
0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x4 - 1 row at
0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered
for this design.
4) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15f1;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; end vertical left
exposed; porch left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water
ponding.
6) All plates are MT20 plates unless otherwise
indicated.
7) Plates checked for a plus or minus 0 degree
rotation about its center.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
9) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 1317 Ib uplift
at joint 2 and 1317 Ib uplift at joint 7.
1.50 II
3x6 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 218 Ib FT = 0%
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 235
Ib down and 235 Ib up at 5-6-0, 79 Ib down and 98 Ib
up at 7-6-12, 79 Ib down and 98 Ib up at 9-6-12, 79 lb
down and 981b up at 11-6-12,79 Ib down and 98 Ib
up at 13-0-0,79 Ib down and 98 Ib up at 14-5-4,791b
down and 98 Ib up at 16-5-4, and 79 Ib down and 98
lb up at 18-5.4, and 235 Ib down and 235 Ib up at
20-6-0 on top chord, and 144 Ib down and 206 Ib up at
550, 58 Ib down and 82 Ib up at 7-6-12, 58 Ib down
and 82 Ib up at 9-6-12, 58 Ib down and 82 Ib up at
11-6-12, 58 Ib down and 82 Ib up at 1340-0, 58 Ib
down and 82 Ib up at 14-5-4, 58 Ib down and 82 Ib up
at 16-5-4, and 58 Ib down and 82 Ib up at 18-5-0, and
144 Ib down and 206 Ib up at 20-5-4 on bottom chord.
The design/selection of such connection device(s) is
the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-6=-60, 6-8=-60,14-17=-20
Concentrated Loads (lb)
Vert: 3= -188(B)6= -188(B)13=-144(8)9=-144(8)
20= -79(B)21= -79(8)22=-79(8)23=-79(B)
24= -79(B)25= -79(B)26= -79(8)27=-53(B)
28=53(8) 29=-53(B) 30=-53(B) 31=-53(B)
32=53(13) 33=-53(B)
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Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
WRCLGICE9 F04 Hip
PLATES GRIP
A0258522
Al Roof Trusses. Fort Pierce FL 3dgdA desinn .1fn ae ,,.,, G,, . , ,,,, _
Vert(LL) 0.25
Job Reference (optional)
401, mini: 0. 1205 INOV 1L ZU11 MIIeK industries, Inc. Tue Feb 2013:48:54 2018 Page 1
ID•hA3xRN7kH8GY_sQsevncy2zOBnp-OoSmtMSo2pE914EN?OX9plzc2wvmKg3fa42mRjzjEld
X1-
0IA:
0 760 I
5.6.0 + 5.6.0 I
7-6.0 .1.
3.00 FIT
5x10 MT20HS=
5x10 MT20HS=
Dead Load Dell. = 114 In
3x8 = 1.50 II 3x8 = 1.5x4 II4x4 = 3x8 =
IN
CS
IN
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.25 10 9W 360 MT20 244/190TCDL10.0
BCLL 0.0 '
Lumber DOL
Rep Stress Incr
1.25
YES
BC 0.66
WB 0.45
Vert(CT) 0.51 10 617 240 MT20HS 187/143
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
Horz(CT)
Wind(LL)
0.11
0.59
6
10
n/a
532
n/a
240 Weight: 104 Ib FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-4-3 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-11-15 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, In
accordance with Stabilizer Installation -guide.
REACTIONS. (Ib/size)
2 = 1100/0-3-8 (min. 0-1-8)
6 = 1100/0-3-8 (min. 0-1-8)
Max Horz
2 = 34(LC 8)
Max Uplift
2 = 730(LC 8)
6 = 730(LC 9)
Max Grav
2 = 1100(LC 1)
6 = 1100(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3142/4437, 34=-3575/5084,
4-5=-3575/5084, 5-6=-3142/4437
BOT CHORD
2-11=-4207/3015, 10-11=-4242/3030,
9-10=4250/3030, 8-9=-4250/3030,
6-8=-4216/3015
WEBS
3-11=457/295,3-10=-739!782,
5-10=-739!782, 5-8=457/295,
4-10=-346/270
NOTES -
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed: porch left and
right exposed;C-C for members and forces 8 MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 730 Ib uplift at
joint 2 and 730 Ib uplift at joint 6.
LOAD CASE(S)
Standard
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ZE
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Job Truss Truss Type ON PNRYAN HOMES / LARGO v1
loc) I/defl Ud
TCLL 20.0 Plate Grip DOL
A0258523
WRCLGICE9 F05 Hip
240
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT)
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss com
3.00 12
Run: 8.120 S NOV 12 2017 Pnnt: 6.120 5 NOV 1Z Z017 MI I eK Inouslrles, Inc. I ue FeD Zu 13:46:65 Zu1C
ID:hA3xRN7kH8GY sOsevncv2zOBnp-U?OB4i7Op7MOvEoZZk3OMzWn5KC73A3ppkol
500 MT20HS=
500 MT20HS=
1 C.A I-
Deed Load Dell. = 5/16 in
3x8 =
1010
3x8 =
40 =
3x4 =
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.70 9-17 448 240
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.49 9-17 631 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) 0.11 7 n/a n/a
BCDL 10.0 Code FBC20171TP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No -3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-6-10 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
2 = 1100/0-3-8 (min. 0-1-8)
7 = 1100/0-3-8 (min. 0-1-8)
Max Horz
2 = 42(LC 13)
Max Uplift
2 = 721(LC 8)
7 = 721(LC 9)
Max Grav
2 = 1100(LC 1)
7 = 1100(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3149/4421, 34=-2777/4035,
4-5=-2694/3965,5-6=-2777/4034,
6-7=-3148/4421
BOT CHORD
2-11=-4210/3032,10-11=-3786/2694,
9-10=-3786/2694, 7-9=4220/3032
WEBS
3-11=-435/570,4-11=-777/448,
5-9=-778/448, 6-9=435/570
NOTES -
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; porch left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 721 Ib uplift at
joint 2 and 721 lb uplift at joint 7.
LOAD CASE(S)
Standard
3x8 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 107 Ib FT = 0%
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Job Truss Truss Type Dty Ply RYAN HOMES / LARGO v1
WRCLGICE9 FG02 FLOOR 13A0258524
1.00
Job Reference(optional)
H1 Roof Irusses, Fon Pierce, FL 34946, design@alwss.com
1 4x8 =
Hun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:48:56 2018
ID:hA3xRN7kH8GY_sOsevncy2zOBnp-yBaW12U2aRUtXONm7RadvA2zckZPoTcy2Of(I
111-64) 13-5-4 1 -c -r, 12 17JLA M.1.a
1.50 II 302 = 1.50 II 40 = 4x4 = 1.5x4 II 500 = 1.5x4 II
Dead Load Dell. = 3116 in
4x8 =
10
4x6 11 402 = 700 MT20HS= 3x12 = 2x4 II 2x4 II 302 = 2x4 II 402 = 4x6 II
LOADING (psQSPACING- DEFL. 2-"
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC20171TPI2014
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 *Except*
W1: 2x6 SP No.2, W2: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-6 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. (Ib/size)
20 = 5621/0-5-0 (min. 0-1-9)
11 = 4993/0-3-8 (min. 0-1-8)
Max Grav
20 = 5621(LC 1)
11 = 4993(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-20=4027/0,1-2=-9741/0, 2-3=-9741/0,
34=-22338/0,4-5=-2233810,
5-6=-25560/0, 6-7=-22233/0,
7-8=-22233/0, 8-9=-9830/0, 9-10=-9830/0,
10-11=4044/0
BOTCHORD
19-20=0/1033,18-19=0/18135,
18-21=0/18039, 17-21=0/18039,
17-22=0/25560, 16-22=0/25560,
16-23=0/25560,15-23=0/25560,
15.24=0/25560, 14-24=0/25560,
14-25=0118088,13-25=0/18088,
13-26=0/17985,12-26=0/17985,
12-27=0/1105,11-27=0/1 105
WEBS
1-19=0/9461, 3-19=-9174/0, 3-18=0/1436,
3-17=0/4698, 5-17=-3917/0, 5-16=0/1422,
6-15=0/1475,6-14=4030/0,8-14=0/4509,
8-13=0/1547,8-12=-8958/0,10-12=0/9479
CSI. DEFL. in (loc) I/dell Ud
TC 0.71 Vert(LL) 0.5915-16 400 360
BC 0.77 Vert(CT) 0.8015-16 294 240
WB 0.89 Horz(CT) 0.08 11 n/a n/a
Matrix -MS
NOTES -
1) 3 -ply truss to be connected together with 10d
0.131'x3') nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 20 - 1 row at 04-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-7-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
B), unless otherwise indicated.
3) Unbalanced floor live loads have been considered
for this design.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131' X 3') nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 848
Ib down at 0-2-12, 845 Ib down at 2-64, 845 Ib down
at 4-64, 845 Ib down at 6-3-12, 845 lb down at
8-3-12,845 Ib down at 10-3-12,845 Ib down at
12-3-12, 845 Ib down at 14-3-12, and 845 Ib down at
16-3-12, and 845 Ib down at 18-3-12 on bottom chord.
The design/selection of such connection device(s) is
the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-10=-100, 11-20=-10
Concentrated Loads (lb)
Vert: 20=-848(F) 19=-845(F) 18= -845(F)21= -845(F)
22=-845(F) 23=-845(F) 24=-845(F) 25=-845(F)
26=-845(F) 27=-845(F)
PLATES GRIP
MT20 244/190
M720HS 187/143
Weight: 326 Ib FT = 10%
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Fort Dlerce, FL 3x946
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Job Truss Truss Type Oty Ply RYAN HOMES / LARGO v1
WRCLGICE9 FG04 FLAT GIRDER
Lumber DOL
AS
A0258525
Job Reference o tional
Al Root Trusses, Fort Pierce, FL 3494b, Design a(galtruss.wm
5x4 II 400 =
2 22 3
118
o 1 26 27 17 16
15
4x6 II 5x10 = 7x14 MT20HS=
2x4 II
LOADING (psi) SPACING- 2-"
TCLL 20.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.2 'Except'
W1: 2x6 SP No.2, W3: 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size)
18 = 4160/0-7-4 (min. 0-1-8)
10 = 4155/0-7-4 (min. 0-1-8)
Max Horz
18 = -35(LC 6)
Max Grav
18 = 4160(LC 1)
10 = 4155(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-18=-3579/0,1-19=-9890/0,
19-20=-9890/0,2-20=-9890/0,
2-21=-9890/0, 21-22=-9890/0,
3-22=-9890/0, 3-4=-19281/0,
4-5=-19281/0, 5-6=-19281/0,
6-23=-9874/0, 7-23=-9874/0, 7-8=-9874/0,
8-24=-9874/0, 24-25=-9874/0,
9-25=-9874/0, 9-10=-3573/0
BOT CHORD
18-26=0H 131, 26-27=0/1131,
17-27=0/1131,16-17=0/17159,
15-16=0/17159,15-28=0/17159,
14-28=0/17159,13-14=0/19281,
13-29=0117282,12-29=0/17282,
12-30=0/17282,30-31=0/17282,
11-31=0/17282, 11-32=0/1129,
32-33=0/1129,10-33=0/1129
WEBS
1-17=0/9148, 2-17=-724/0, 3-17=-7610/0,
3-15=0/1148, 3-14=0/2225, 6-13=0/2101,
6-12=0/1188, 6-11=-7755/0, 8-11=-721/0,
9-11=0/9132
Hun: IA.1ZU s Nov 1z ZU1 r Print: 15.1ZU s Nov 1Z ZU1 r MI I etc Inousmes. Inc. rue reo zU 1J:4V::w [U1n
ID: hA3xRN 7kH8GY_sOsevncy2zOBnp-yBa W I2U2a RUtXONm7 RadvA22rkcCoT5y2OX1
Dead Load Dell. = 112 in
1.5x4 II 1.50 II 400 = 3)
4 5 6 23 7
14 13
29
12
30 31 11 32 33
o
40 = 40 = 20 II 5x10 = 4x6 II
CSI. DEFL. in (loc) 1/deb Ud
TC 0.44 Vert(LL) 0.2713-14 935 360
BC 0.60 Vert(CT) 0.7513-14 333 240
WB 0.86 Horz(CT) 0.06 10 n/a n/a
Matrix -MS
WEBS
1-17=0/9148, 2-17=-724/0, 3-17=7610/0,
3-15=0/1148, 3-14=0/2225, 6-13=0/2101,
6-12=0/1188, 6-11=-7755/0,
8-11=-721/0, 9-11=0/9132
NOTES -
1) 3 -ply truss to be connected together with 1 Od
0.131'x3') nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
8), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water
ponding.
5) All plates are MT20 plates unless otherwise
indicated.
6) Plates checked for a plus or minus 0 degree
rotation about its center.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurent with any other live
loads.
8)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been
modified. Building designer must review loads to verity
that they are correct for the intended use of this truss.
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 341 Ib FT = 10%
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 426
Ib down and 250 Ib up at 0-2-12,129 Ib down and 83
Ib up at 1-M, 134 Ib down and 64 Ib up at 3-0-0, 208
Ib down and 69 Ib up at 5-0-0, 208 Ib down and 69 Ib
up at 16-2-8, 134 Ib down and 64 Ib up at 18-2-8, and
129 Ib down and 85 Ib up at 20-2-8, and 426 Ib down
and 255 Ib up at 20-11-12 on top chord, and 59 Ib
down and 64 Ib up at 2-5-4, 45 Ib down and 50 Ib up
at 3-", 45 Ib down and 50 Ib up at 5-0-0, 538 Ib
down at 5-6-0, 538 Ib down at 7-6-0, 538 Ib down at
9-6-0,538 Ib down at 11-8-8, 538 Ib down at 13-8-8,
538 Ib down at 15-8-8, 45 Ib down and 50 Ib up at
16-2-8, and 45 Ib down and 50 Ib up at 18-2-8, and 59
Ib down and 64 Ib up at 18-9-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.00
Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-22=-185, 22-23=-60, 9-23=-185,10-18=-20
Concentrated Loads (Ib)
Vert: 1=-426 7=-208 9=-42616=-584(8)14=-538(8)
13=-538(B)19 129 20=-134 21=-208 24=-134
25=-129 26=-59(B) 27=-45(B) 28=538(8)
29=-538(B)30=-538(B)31=45(B)32=-45(B)
33=-59(B)
2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-22=-205,22-23=-80,9-23=-205,10-18=-20
Concentrated Loads (lb)
Vert: 1=-364 7=-181 9=-364 16=-531(8)14=-496(8)
13=-496(8)19=-109 20=-116 21=-181 24=-116
25=-109 26=-46(8) 27=-35(B) 28=496(8)
29=-096(B)30=-496(8)31=-35(8)32=-35(8)
33=-46(B)
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Pit. metal=0.90
Uniform Loads (plf)
Vert: 1-22=-185,22-23=-60,9-23=-185,10-18=-20
Concentrated Loads (lb)
c;onnnueo on page z
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Job Truss Truss Type Ott, Ply RYAN HOMES / LARGO v1
WRCLGICE9
Al R f T
FG04 FLAT GIRDER 1 3
A0258525
Job Reference o tional
0o russes, Fort Pierce, FL 34946, tiesigneal Wss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:48:57 2018 Page 2
I D• hA3xRN 7kH8GY_sOsevncy2zOBnp-ON8uVOUgLkdk9Xyyg95sRObDb8yRXwK6H2H R22zjE la
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 1=-177 7=-101 9=-177 16=-374(8) 14=-370(8)
13=-370(8)19=-49 20=-63 21=-101 24=-63 25=49
26=-6(B)27=-5(8)28=-370(8)29=-370(8)
30=-370(8)31=-5(8)32=-5(8)33=-6(B)
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-22=-136,22-23=-61,9-23=-136,10-18=-20
Horz: 1-18=28
Concentrated Loads (lb)
Vert: 1=168 7=41 9=171 16=-159(8) 14=-197(B)
13=-197(0)19=57 20=42 21=41 24=42 25=59
26=48(B)27=37(8)28= -197(8)29=-197(B)
30=-197(8)31=37(8)32=37(8)33=48(B)
16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-22=-136, 22-23=-61, 9-23=-136,10-18=-20
Horz: 1-18=-7
Concentrated Loads (lb)
Vert: 1=168 7=41 9=171 16=159(8) 14=-197(8)
13=-197(8)19=57 20=42 21=4124=42 25=59
26=48(B)27=37(8)28=-197(8)29=-197(8)
30=-197(8)31=37(8)32=37(8)33=48(B)
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-22=-136,22-23=-61, 9-23=-136,10-18=-20
Horz: 1-18=22
Concentrated Loads (lb)
Vert: 1=168 7=41 9=171 16=-159(8) 14=-197(8)
13=-197(8)19=57 20=42 21=41 24=42 25=59
26=48(B)27=37(8)28= -197(B)29=-197(8)
30=-197(0)31=37(8)32=37(8)33=48(B)
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-22=-136, 22-23=-61, 9-23=-136, 10-18=-20
Horz: 1-18=4
Concentrated Loads (lb)
Vert: 1=168 7=41 9=171 16=-159(8) 14=-197(8)
13=-197(8)19=57 20=42 21=41 24=42 25=59
26=48(B)27=37(8)28=-197(8)29=-197(8)
30=-197(8)31=37(8)32=37(8)33=48(B)
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e
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Job Truss Truss Type Oty Ply RYAN HOMES / LARGO 0
I/dell Ud
TCLL 40.0 Plate Grip DOL 1.00
A0258526
WRCLGICE0 FL01 Floor 4 1
Lumber DOL 1.00 BC 0.91 Vert(CT) 0.63 16-17 397
Job Reference (optional)
Ai Koor trusses, ron rlerce, rt- J971`90. vessgn elua s uuss.wm
0.1-8
H1
2-64)
20 II
1 5x4 - 4x10 = 1 5x4 11
Run: 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:48:57 2018 Page 1
ID•yPUCgGII.ZrgtoRCOb7?INaz2jnS-ON8uVOUgLkdk9Xyyg95sRObAO8tYXx?6H2HR22zjEla
1-5-8 „ 1-3-0 ,
3x6 = 3x6 FP= 1.50 II 1.5x4 II 4x4 =
A S R 7 8
0*8
Dead Load Dell. = 3116 In
2x4 II
1.50 II 400 = 1.50 =
9 10 11
c
22 d q
ov
21 I d
4x8 = 4x8 = 4x4 = 4x4 = 3x12 MT20HS FP= 4x8= 4x8 =
I
21-2-8 -
21-2-8
Plate Offsets (X,Y)— [11:0-1-8,Edge), [12:Edge,0-1-8), [13:0-2-4,Edge), [15:0-1-8,Edge), [16:0-1-8,Edge), [17:0-3-12,Edge), [18:Edge,0-1-8), [19:0-1-8,0-0-12), [21:0-1-8
LOADING (psf) SPACING- 2 -"CSI. DEFL. in (loc) I/dell Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) 0.45 16-17 559 360
TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) 0.63 16-17 397 240
BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 12 n/a n/a
BCDL 5.0 Code FBC2017lrP12014 Matrix -S
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(Oat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (Ib/size)
12 = 1146/0-74 (min. 0-1-8)
18 = 1146/0-74 (min. 0-1-8)
Max Grav
12 = 1146(LC 1)
18 = 1146(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3716/0, 34=-3716/0,4-5=4908/0,
5-6=4908/0, 6-7=4908/0, 7-8=4908/0,
8-9=-3712/0, 9-10=-3712/0
BOT CHORD
17-18=0/2167, 16-17=0/4623,
15-16=0/4908,14-15=0/4616,
13-14=0/4616,12-13=0/2159
WEBS
10-12=-2387/0, 2-18=-2396/0,
10-13=0/1717,2-17=0/1712,9-13=-261/0,
8-13=-1000/0,4-17=-1003/0,
8-15=-95/729,4-16=-151/714,
7-15=-369/25
NOTES -
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weighl: 104 Ib FT = 10%F, 10%E
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ne.luardllel dgmAgw..,o44d r b+4 NI" buts IV" 11geld. Wlgbnp,.kris Sias y.rod•1 AAt aWeld win inAdwfull. Fal Rene, FL MOO
ppi1b0711/A.)leelhessn•Aetloy1.lhrblIll. P.I. Itionlistils, W This inswills, is fly two, is rabibilell willsess the wints pabissies boa A-1 hot hinses - Affilmy 1. Iwold, 111, P.I.
Job Truss Truss Type Qb Ply RYAN HOMES / LARGO v1
WRCLGICE9 FL02GE Floor Supported Gable 1 1 A0258527
Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999
BCLL 0.0
Job Reference (optional) ,.
M + ..w+ ++ussea, run r+erw, rL avaro, oes+gn ja a IUUss.com Run: 8.i20 s Nov 12 20 r Print: 9.120 s Nov 1Z 2017 MiTek Industries, Inc. Tue Feb 20 13:48:58 201D Page 1
ID-hA3xRN7kH8GY sQsevncy2zOBnp-uatHijV1621bmhX8Esc5_b8T7YRkGaXFViO aUzjEIZ
Plate Offsets (X,Y)— 1:Ed e,0-0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix -R Weight: 22 Ib FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-10-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. All bearings 4-10-0.
lb) - Max Grav
All reactions 250 Ib or less at joint(s)
10, 6, 9, 8, 7
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one (ace or securely
braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4-0 oc.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
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dU.W Mhd U+t Idlp+d . nighdlrfr+wMl h4nl Mnp l+wmb101M Wg01vpl,,(mt$W.t+edgMiy n+gYWMn.+n4An1 1rII. 4451 S[. Lucie Blvd.
Fort Pierce, FL 34946
GpIybOM1611GIt6 sus lr1lnyl.l,obtOLl.f. Irpebnlwdllitial e,i nlbr,up44dr1 iltnlQendtnlel is+iuholdbdln++n AAegl.b NIll, /.f.
Job Truss Truss Type Oty
40.0
HOMES / LARGO v1
1.00
TCDL 10.0 Lumber DOL 1.00
00258528
WRCLGICE9 1 FL03 Floor 4
Pll`ANRY
1
Code FBC2017lrP12014
11
n/a
Matrix -S
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design(daltruss.com
0-1-8
H 1
2-6-0 1
Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Feb 20 13:48:59 2018 Page 1
ID:yPUCgGfLTrgtoRCOb7?lNaz2jnS-MmFtw3WxIMtSOr6Koa7KWpgTAxX2?mOkMmX6x 4EIY
I I 2-3.4 1 l_
2x4 II 4x10 = 30 = 40 = 40 = 3x6 FP= 400 =
11=0- I-1-9 1 I ' I Y40
Dead Load Deft. = 3116 in
3x4 II 4x4 = 5x6 =
4x8 = 4x8 = 302 MT20HS FP= 4x8 = 4x8 = 4x4 =
LOADING (psf) SPACING- 2.0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017lrP12014
n/a
LUMBER -
TOP CHORD 2x4 SP No.2(flat) 'Except'
T1: 2x4 SP M 31 (flat)
BOT CHORD 2x4 SP M 30(flat)'Except*
132: 2x4 SP M 31 (flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verlicals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (Ib/size)
15 = 102/0-3-8 (min. 0-1-8)
26 = 1095/0-74 (min. 0-1-8)
19 = 1579/0-3-8 (min. 0-1-8)
Max Uplift
0.4922-23
15 = 78(LC 3)
Max Grav
Vert(CT)
15 = 210(LC 4)
26 = 1099(LC 10)
19 = 1580(LC 9)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3514/0, 34=-3514/0,4-5=4608/0,
5-6=4608/0, 6-7=4129/0, 7-8=-3196/0,
8-9=-3196/0, 9-10=-3196/0, 10-11=0/608,
11-12=0/605
BOT CHORD
25-26=0/2062, 24-25=0/4324,
23-24=0/4324, 22-23=0/4129,
21-22=0/4129, 20-21=0/4129,
19-20=0/1693
WEBS
2-26=-2280/0, 10-19=-2422/0,
2-25=0/1605, 10-20=0/1679, 3-25=-251/0,
4-25=-896/0, 7-20=-1420/0,4-23=0/410,
5-23=408/0, 7-21=0/385, 6-22=-365/0,
6-23=-120/866,12-19=-685/0
NOTES -
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
4x6 =
CSI. DEFL. in (loc) I/defl L/d
TC 0.82 Vert(LL) 0.4922-23 502 360
BC 0.97 Vert(CT) 0.67 22-23 366 240
WB 0.80 Horz(CT) 0.08 19 n/a n/a
Matrix -S
3) All plates are 1.5x4 MT20 unless otherwise
indicated.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 78 Ib uplift a1
joint 15.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131' X 3-) nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
7) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
8) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
IR 19
Weight: 128 Ib FT = 10%F, 10%E
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Job uss Truss Type Qty Ply RYAN HOMES / LARGO v1
WRCLGICE9 rFrL04 Floor 2 1 A0258529
Vert(LL) 0.47 18-19 523 360
TCDL 10.0
Job Reference (optional)
0-1-8
Hl
2x4 11
1 5x4 = 4x10 = 1.5x4 11 3x4 =
d
ewn: es.1 zu s Nov 1 z 2u1 i i-nni: (3.1 zu s Nov 12 2017 M1Tek Industries, Inc. Tue Feb 20 13:49:00 2018 Page 1
ID:yPUCgGfLZTgtoRCQb7?INaz2jnS-ryp 17PXZef?JO?hXM HeZ3ODdsLtzkHcYzOV5fNzjEIX
I I I 2-3-4 - I 11-3" I
1.5x4 II
1.50 11 4x4 = 4x4 = 3x6 FP= 402 =
i 2-14 i 0-A-8
Dead Load Dee = 3/16 in
20 II
3x4 II 4x6 = 1.50 =
4x8 = 4x8 = 3x12 MT20HS FP= 1 5x4 II 2x4 II 4x8 = 4x10 = 4x8 =
4x6 =
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deo Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) 0.47 18-19 523 360
TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) 0.65 18-19 381 240
BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.06 15 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix -S
LUMBER -
TOP CHORD 2x4 SP M 31 (flat) *Except'
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 31 (flat) 'Except'
B1: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-10-15 oc
purlins, except end verticals.
BOT CHORD
Rigid telling directly applied or 2-2-0 oc bracing.
REACTIONS. (Ib/size)
22 = 1006/0-7-4 (min. 0-1-8)
14 = 271/0-3-8 (min. 0-1-8)
15 = 2058/0-3-8 (min. 0-1-8)
Max Uplift
14 = 453(LC 3)
Max Grav
22 = 1007(LC 3)
14 = 108(LC 4)
15 = 2058(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-3126/0, 34=-3126/0,4-5=-3848/0,
5-6=-3848/0, 6-7=-3161/0, 7-8=-2019/0,
8-9=-2019/0, 9-10=-2019/0, 10-11=0/2058,
11-12=0/2056
BOT CHORD
21-22=0/1868, 20-21=0/3743,
19-20=0/3743,18-19=0/3161,
17-18=0/3161, 16-17=0/3161, 15-16=0/335,
14-15=-1064/0
WEBS
2-22=-2065/0, 10-15=-2612/0,
2-21=0/1391, 10-16=0/1870, 3-21=-252/0,
4-21=-682/0, 7-16=-1596/0,4-19=0/261,
5-19=-441/0,7-17=0/445,12-14=0/1173,
12-15=-1379/0,6-19=0/1042,6-18=-422/0
NOTES -
1) Unbalanced floor live loads have been considered
for this design.
2) All plates are MT20 plates unless otherwise
indicated.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 453 Ib uplift at
joint 14.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131' X 3-) nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
0
26 Ia 1917
Weight: 129 Ib FT = 10%F, 10%E
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80083
III, DE.
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I 6p dego4y u4edarrmn rr rentt. Fort Diet[e, FL 34946
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Job . Truss Truss Type Qty
DEFL.
HOMES /LARGO
v1WRCLGICEA
I/deo Ud
TCLL 40.0 Plate Grip DOL
A0258530
TC 0.65
FLOS Floor 4 lY1[AN
10.0 Lumber DOL 1.00 BC 0.97 Vert(CT)
Reference (optional)
P11 moor 1 rubwb, ron rlerue, r1. avavo, uea yn a iuua-,.wii
0-1-8
141 2-6-0 111-6-12 1 2-3-12
2x4 II 4x4 = 4x4 = 3x4 II 400 =
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 2013:49:00 2018 Page 1
I D:yPUCgGILZTgtoRCOb7?INaz2jnS-ryp l 7PXZef?JO?hXMHeZ30DgbLIFk I IYzOV51Nzj EIX
8
40 = 3x6 FP= 3x4 =
N$
Dead Load Den. = 3/16 In
400 = 2x4 II
0
2614 R11T
4x4 = 4x8 = 3x6 FP= 40 = 4x8 = 4x8 =
4x8 =
LOADING (psf) SPACING- 20 0 CSI. DEFL. in (loc) I/deo Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) 0.43 15-16 546 360
TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) 0.61 15-16 384 240
BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.07 14 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix -S
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP No.2(Oat) *Except*
B2: 2x4 SP M 30(Oat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (Ib/size)
20 = 1635/0-3-8 (min. 0-1-8)
23 = 135/0-7-4 (min. 0-1-8)
14 = 1022/0-3-8 (min. 0-1-8)
Max Uplift
23 = 125(LC 4)
Max Grav
20 = 1637(LC 8)
23 = 299(LC 3)
14 = 1025(LC 7)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-318/485,3-4=0/1021, 4-5=0/1023,
5-6=-2734/0,6-7=-2734/0,7-8=-3848/0,
8-9=-3848/0,9-10=-384810,
10-11=-3260/0, 11-12=-3260/0
BOT CHORD
22-23=485/318,21-22=485/318,
20-21=485/318,19-20=0/1210,
18-19=0/1210,17-18=0/3848,
16-17=0/3848,15-16=0/3908,
14-15=0/1968
WEBS
2-23=-350/534, 3-20=-919/0,
12-14=-2160/0, 5-20=2263/0,
12-15=0/1428,5-18=0/1717,6-18=-273/46,
10-15=-716/0,7-18=-1330/0,
10-16=-358/425
NOTES -
1) Unbalanced floor live loads have been considered
for this design.
2) All plates are 1.5x4 MT20 unless otherwise
indicated.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 125 Ib uplift at
joint 23.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-104
0.131' X 3') nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 129 Ib FT = 10%F, 10%E
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Whlts 11w lsrlsu/onN4Yg1 M.41 U sp1ImskWpl,lpOdr le;n1 women nelgnlns up.ldwpdK*Waiwbr mpeWAgMWlnpdas s.061u 600 so Is I*.r. We/til. bin.psnl.p 1.11.artlr s.uu141 Anthony T. Tombo 111, D.E.
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Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
WRCLGICE9 FL06G FLOOR GIRDER 1 1
A0258531
0.0 Rep Stress Incr NO
BCDL 5.0
Job Reference (optional)
Roor r ruses, Fon Pierce, FL 34946, oeslgn@aivuss.com Run: 8.120 s Nov 12zui 7 Pnnt: 8.120s Nov 122017 MiTek Industries, Inc. Tue Feb 20 13:49:01 2018 Page 1
ID,hA3xRN7kH8GY sAsevncy2zOBnp-J9NPLIXBOz7Ad9Gjv_9obEms4lJTgjhBgF!eBpzjEIW
1-3-0 , 1-2-4
3x3 II
2 4x6 = 1 1
3x4 —
I I
4x6 = 3x3 11
3 14 1
j
4 3x4 = 171 5 14 6
4x6 =
LOADING (psf) SPACING- 2-0-0
TCLL
0,
Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDL 5.0
10 9
4x4
04 1.50 11 1.514 11 1
4x6 =
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size)
12 = 904/0-6-14 (min. 0-1-8)
7 = 897/0-3-8 (min. 0-1-8)
Max Grav
12 = 904(LC 1)
7 = 902(LC 4)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-13=-1914/0,13-14=-1914/0,
3-14=-1914/0,3-15=-2482/0,
15-16=-2482/0,4-16=-2482/0,
4-17=-1830/0, 5-17=-1830/0
BOT CHORD
11-12=0/1277, 10-11=0/2482, 9-10=0/2482,
8-9=0/2482, 7-8=0/1176
WEBS
2-12=-1568/0, 2-11=0/813, 3-11=-724/22,
5-7=-1443/0, 5-8=0/805, 4-8=-824/0
NOTES -
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3-) nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
CSI. DEFL. in loc) I/deg Ud
TC 0.60 Vert(LL) 0.07 10 999 360
BC 0.64 Vert(CT) 0.09 10 999 240
WB 0 39 Horz(CT) 0.02 7 n/a n/a
Matrix -S
4) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)190
Ib down and 178 Ib up at 2-5.4, 135 Ib down and 178
Ib up at 4-54, and 190 lb down and 178 lb up at
6-5-4 and 192 Ib down and 172 Ib up at 8-5-4 on top
chord. The design/selection of such connection
device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 7-12=-10, 1-6=-100
Concentrated Loads (lb)
Vert: 3=-114 13=-114 14=-110 15=-110 16=-114
17=-110 18=-117
4x6 =
PLATES GRIP
MT20 244/190
Weight: 53 Ib FT = 10%F, 10%E
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Job Truss Truss Type Qty
DEFL. in (loc) I/deft Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999
FL07GE Floor Supported Gable 2
PIY
1A0258532ANHOMESMARGOOWRCLGICE9
Code FBC2017lrP12014 Matrix -S
LUMBER -
Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss corn
p 1H 8
20 II
1 2 3
1
26 25 24
20 II
4
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:49:02 2018 Page 1
ID,hA3xRN7kH8GY sQsevncy2zOBnp-nLxnY5Yp9HF1FJrvTihl8R19w9onCNWr(:,K CjGzjEIV
Fi-
3x4 =
5 6 7 8 9 10 11
20 It
12 13
0
30Id 4
v
29-
0
15 14
20 II
23 22 21 20 19 18 17 16
3x4 =
1-0
1-0
Plate Offsets (X,Y)- [13:0-1-8,Edge],114:0-1-8,Edg j,127:0-1-8,0-0-121, [29:0-1-8,0-0-121
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 14 n/a n/a
BCDL 5.0 Code FBC2017lrP12014 Matrix -S
LUMBER -
TOP CHORD 2x4 SP No.2(Bat)
BOT CHORD 2x4 SP No.2(8at)
WEBS 2x4 SP No.3(8at)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 16-1-0.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
26, 14, 25, 24, 23, 22, 21, 20, 19, 18,
17, 16, 15
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 14-0 oc.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 72 Ib FT = 10%F, 10%E
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Mile—b ngwnYJnr Mn O t.;bgr.Uws Au bpwrim MMres.rm 445151. Lucie Blvd.
Ib U.ShWf bulblou"krw.w LnfS;W["W.I ,blbt l9uplb l MnnwAM lp 1. Foil, Pierce. FL 34946
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Job Truss Truss Type Oty PN RYAN HOMES / LARGO v1
WRCLGICE9 FL08 Floor 4 1 A0258533
TC 0.58 Vert(LL) 0.18 10-11 999 360
Job Reference o tional
O
C51
I
0-1-8
H 1 2.6-0 I
20 11
1.50 = 3x8 =
1 2
r%un. o. is s NOV 1Z 20i/ YMt: OAZU 5 NOV 1Z ZU7 r MI IeK Industries, Inc. Tue Feb 20 13:49:02 2018 Page i
ID•hA3xRN7kH8GY sOsevncy2zOBnp-nLxnY5Yp9HF1FJrvTihl8R1169ZLCGHrOK-CjGzjEIV
r 1-6.0 2-1-0 r 1 6 0
1 5x4 II 4x4 = 40 = 1.50 II
3 4 5 6
M
Dead Load DeB. = 1/16 In
20 11
3x8 = 1.5x4 =
7 A
4x8 =
3x8 = 1.50 II 1 5x4 11 3x8 = 4x8 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) 0.18 10-11 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) 0.25 10-11 770 240
BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.05 9 n/a n/a
BCDL 5.0 Code FBC2017lrP12014 Matrix -S Weight: 81 Ib FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 20 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (Ib/size)
9 = 861/0-3-8 (min. 0-1-8)
14 = 867/0-7-4 (min. 0-1-8)
Max Grav
9 = 861 (LC 1)
14 = 867(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2519/0, 3-4=-2519/0,4-5=-2791/0,
5-6=-2536/0,6-7=-2536/0
BOT CHORD
13-14=0/1578,12-13=0/2791 ,
11-12=0/2791,10-11=0/2791, 9-10=0/1607
WEBS
7-9=-1763/0, 2-14=-1744/0,7-10=0/1027,
2-13=0/1041,5-10=-589/31,4-13=-603/16
NOTES -
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
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tvd.
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St. Lucie I'
L Wil.
Gppilm0?
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1.
t
Job Truss Truss Type Qty
40.0
HOMES / LARGO V1
1.00
TCDL 10.0 Lumber DOL 1.00
A0258534
WRCLGICE9 FL09 Floor 10
1plyANRY
1
Code FBC2017lrP12014
n/a n/a
Matrix -S
Job Reference (optional)
Al ROOT I russes, von Ylerce, vl 3V`J4o, oeslgn(gal wuss.GOm
0-1-8
H 1
2-"
1.5x4 II
1.50 = 3x8 =
2
y{
7
116
il5
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:49:03 2018 Page 1
ID-hA3xRN7kH8GY_sQsevncy2zOBnp-FXVAmRZRwaNulSQ61PCGhfrCEZvTxjk i klFiziEIU
1 1-" I I 2-2-0 , I
1-3-0
1.50 II 3x3 = 3x3 = 1.50 11
3 4 5 6
Dead Load Deft. = 1116 in
3x8 = 1.50 11
7 8
www"""' -
t/ I II0or
LOADING (psf) SPACING- 2-M
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017lrP12014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 1-4-12 oc bracing.
REACTIONS. (Ib/size)
9 = 855/Mechanical
14 = 855/0-74 (min. 0-1-8)
Max Grav
9 = 855(LC 1)
14 = 855(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2468/0, 34=-2468/0,4-5=-2707/0,
5-6=-2463/0, 6-7=-2463/0
BOT CHORD
13-14=0/1551, 12-13=0/2707,
11-12=0/2707, 10-11=0/2707, 9-10=0/1552
WEBS
7-9=-1716/0, 2-14=-1715/0,7-10=0/1007,
2-13=0/1014, 5-10=-595/28,4-13=-570/31
NOTES -
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
13 12 11 10
3x8 = t 5x4 11 1.5x4 11 3x8 =
CSI. DEFL. in (loc) I/defl Ud
TC 0.62 Vert(LL) 0.1812-13 999 360
BC 1.00 Vert(CT) 0.2412-13 763 240
WB 0.48 Horz(CT) 0.05 9 n/a n/a
Matrix -S
9
3x6 =
PLATES GRIP
MT20 244/190
Weight: 79 Ib FT = 10%F, 10%E
n,e.ryl/wM.b'Ia1W lUl56('1if1,71B.!1rl lsxSlllspOriolll rIl'If'jxUl4llKlllr b. r.4; kip pM.ld,d rs b lml ktp b. 4maiulab"I Ipkart NINMOwrr.w YU..dn ssfl.blll..b,
WidI./W1sYbw/rblM.k Al bs lml ksy l"mtl..Imil lg.s>jb.i.gISO alnwl.agri.46Io bbvglow sOIms4vol"10In N.• win 1111. AInNoWYe,wy o"M-"b, Anthony T. Tombo III, D.E. dwlrs b.sr.lbm"a n4.,ile 4ls1m,r0.wl VIP44lp r1.IkpMvt.8Mnero46M.b1K.Imrl WgIla .I11N. Ir gPWIM 1110Inktlw4IN Um..664 Won anyo..01_80083
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M.G kr4 M. (rn d .. nigh d1 M/b,b,1 IM Lns ks* f..4111 b kYgks}... im/1nh.lyw 4 q klkl 1lsylblsl r.f n n l4rl. all Foil vlelce, FL 34946
on1yb07llbllloolkoxn•1rtleryl.IloNUl./.f Iep.Anwd11is1anm,i.Bay logo, ispoldmlr, "1 lit mmt@lnaissiobob 116dlnsse$ M6ory1.look III, /.l.
f
Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
WRCLGICE9 FL10 Floor 3 1 A0258535
BC 0.38 Verl(CT) -0.05 4-5 >999 240
BCLL 0.0 Rep Stress Incr NO
Job Reference (optional)
Ai noon 1 cusses, Fort Pierce, F1_ anano, design@anruss.com Hun: 8.12u s Nov 11 1017 Print: 8.120 5 Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:49:03 201 Pagel
ID:yPUCgGfLZTgtoRCQb77INaz2jnS-FXVAmRZRwaNutSQ61PCGhfr9kZ3Exni_ klFizjElU
0.1-8
0-145xA II 1-5.0 2 314 = 2 6-0 a —1 3.3 II
30 = 3x6 =
LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.00 5 "" 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.38 Verl(CT) -0.05 4-5 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 4 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix -P Weight: 25 Ib FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP No 2(flat)
WEBS 2x4 SP No.3(8at)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-5-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 104)-0 oc bracing.
REACTIONS. (Ib/size)
4 = 659/0-3-8 (min. 0-1-8)
5 = 735/0-7-4 (min. 0-1-8)
Max Grav
4 = 659(LC 1)
5 = 735(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-4=-299/0
BOT CHORD
4-5=0!736
WEBS
24=-810/0.2-5=-951/0
NOTES -
1) Plates checked for a plus or minus 0 degree rotation
about its center
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) CAUTION, Do not erect truss backwards.
4) 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) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 4-5=-10, 1-8=-350(F=-250), 3-8=-100
Ib e..yn+Fl+.+r elualullarsmlrrarlunuuuaaaenmlo,-Ierlr;uuenlwerdRl+Bryne•u.+w+r..b.++h.+b be.lrto r ul.11 l.balluhe..w+be,.. m+d++.dwd,a>M.WI
suhluewlse+sHbalbbnlbb.dd III Imimp hpow(I'Ap"l1114.4%Us0nal+Beim.ul+WdebMo+M}olMeg4Ins hlmewalMw.wbRl.16"pn"jous,Anthony Tombo ill, D.E.
drudk+I.++h,q WlgbbropuMY!dbAe be.wseon:dgrsMl+1 d.l7nipr.Y++ndtb Bl,irlC Iwld Wlq+d+.1I111. lbgpnddbiMdmWlv80063
b MY.rbgr dferee. a sIII Wool wools pebe+ dpdws d+ baq (wpm kv w(IIyJ~ of lnd lxr esd e db ped pdw sl 1rsLntpesll ndbb+dLln+hup,Im btplp edlmtpsArw,arts 4451 St. Lurie Blvd. ew.+uwudhew,oq+dq..mtwhdlle+swd+d 4+ladbvp[i.++I101bNYryM.p,xlnnSlusE+pwpdel"No" aaWadbeewldMbRll Fo+t Kielce, FL 34946e(
oppirls02016A-Iled flosses •Aolbegl.lo 6oIll. 1`1 ter+olodioodslisdbvbem,ieogfur, isrtoli6iledrifleolde lines re+bituoohow A•Ibolhos s-AeAoerl.IwbeIII,L1.
Job Truss Truss Type Qty
DEFL.
HOMES / LARGO V1
loc) I/deft Ud
TCLL 40.0 Plate Grip DOL
A0258536
WRCLGICE9 FL11 Floor 3
PIYANRY
1
360
TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT)
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:49:04 2018 Page 1
I D: hA3xRN 7kH8GY_sosevncy2zOBnp-jk3Yzna3hu V I Uc_lb7lV DsOVxyTugGg8ueTlo8zjElT
0.1-8 3x3 = 5x6 =
Asxw II 1-3-0 2, I
1-1-0 345x4 II 4 5 I
iE
10
3x3 =
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) 0.02 6 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) 0.03 6 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix -S
LUMBER -
TOP CHORD 2x4 SP N0.2(flal)
BOT CHORD 2x4 SP No.2(ffat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size)
5 = 214/0-3-8 (min. 0-1-8)
9 = 214/0-6-14 (min. 0-1-8)
Max Grav
5 = 214(LC 1)
9 = 214(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 24 Ib FT = 10%F, 10%E
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rllrYra,Ml»,WIbMIMdTIIMM,d4 rrr6w,kx'I¢Qr.Sluidn[rpM,,Wn r lrlrgnrN ur rdM b,dwd gam,gwy IdryMx•MpdMaje Lrtl rIrM111 WI. wl IRI M1Iwp n,ngMrsMlq rwlmwL n/ddq Anthony T Tombo 111, P.E.
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Nk"Ifp,dfsra.lY m,nr,.hl0pd r lw0,drh Mdm Wylq r Mrrl pin IxYl ldldrlNlndlxlnrd nOhrrerl/Jo lnl 5n,bn,IrWdn,dMndLLmM,q,r.Lw,ln.6p dlm,rs,dnsn rtin 4451 St Lucle Blvd.
Au.I M d llrls egdgr.e ydl p:nmd,N. lgmunu'Irpo,Is del MldVp h:p,xln:t lro FpuadgMl NmrWNYmn NMrinlgl Fort P,erce, FL 34946z('epyAIM0f016A-ll//llw,ut•bdogl.lom6/111.r.1. tepr/l 4,olollbllr m I,i/a11a,irproli6ileJrir11nr1ewines pemit,illhnnl•Itool lmle,•AnElerl.1/tolllll.
Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
WRCLGICE9 FL12GE GABLE 1 1 A0258537
1 2 3 4
Job Reference (optional)
5565. an. rl6rce, L Run: 6120 5 Nov ic 2017 rnnr U20 s Nov iz 207 Mi Tek Inausutes, Inc. 7ue Feb zo 13:49:05 201;8 Page 1
ID-hA3xRN7kH8GY sQsevncy2zOBnp-BwdwA7biSCdb6mZU8gEkm4wgHMpRPkGH61DsKbz1EIS
1 2 3 4
o
10Id
12
T' T1 4
9
Li
d
6 7 6 5
i 1-4-0 2 8 0 4-1-0
1-4-0 in + 1-5-0
Plate Offsets (X,Y) - 11:Edge,0-0-121,_19:0-1-8,0-0-121,111:0-1-8,0-0-121
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 008 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix -R Weight: 20 Ib FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No-2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-1-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 4-1-0.
Ib) - Max Grav
All reactions 250 Ib or less at joint(s)
8, 5, 7, 6
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) All plates are 1 5x4 MT20 unless otherwise indicated.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 14-0 oc.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
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Wid..e.o.AM.Yend4. i.lyrMnM b.lm. Mupleyrmp..Seediy ywel M.Neq Rl rynl.eogr.ii.p.Muei wpwrpnyeclfgd i. iipir.Yj1lm. kyWeYl+J dy, elr lnl n.6$vn,.wwAIrll.y oreir., nrii0
Im4w.6m g0a ullnynWglbOoo.rO.wtAnlM q.ru Irll kupe.,4Yis.n4wm,ati 0(r4YduWq ubdRll I porMrlM.Inb11 nr141m1 .8iq.0 Y.*..IYIn.M.y lMnanq.W.j1 Anthony T.
80mb0111,
D.E.
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6008)
ir•Mi4.11!.(dd.pnl.rer•dylydpM rrA.l IM 4nl Mup 1.yerbWI4 MY1 Mwp.r imtyvn l.p.ndq WY! Iluyiivlbn r.n Ylelr 1111 '
hvp!.pn Nlm.Yei.E.rn,eh. 4451 St. Lucie Blvd.
Folt Diene, FL 34946
6onligWL10161Ilewhottet loilsyl Ieblo01,r.1 IgioleronIll 0!tlenouol,ismylbe,,$polilodrilk"IIke vines ynonlioobee AIleollnttet AUMry1.1e061101
Job Truss Truss Type QtY
DEFL.
RYAN HOMES / LARGO O
loc) I/dell Ud PLATES GRIP
TCLL 20.0
A0258538
WRCLGICE9 HJ2A Diagonal Hip Girder 2
JPIY
1
999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.can Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 2013:49:05 2018 Page 1
I D.hA3xRN 7kHOGY_sOsevncy2zOBnp-BwdwA7biSCdb6mZU8gE km4wllMoxPkl H61 DsKbzjEIS
1-5-0 3.5-11
1-5A 3.5-11
30 =
3.5-11
LOADING (psQSPACING-
80/Mechanical
2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0,01 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-7 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 13 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No -2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-5-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
3 = 80/Mechanical
2 = 243/0-10-15 (min.0-1-8)
4 = 42/Mechanical
Max Horz
2 = 70(LC 4)
Max Uplift
3 = 45(LC 8)
2 = 135(LC 4)
Max Grav
3 = 80(LC 1)
2 = 243(LC 1)
4 = 58(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 45 Ib uplift at joint
3 and 135 lb uplift at joint 2.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 8 lb
down and 7 Ib up at 1-4-9, and 8 Ib down and 7 Ib up
at 1-4-9 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
8) 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) Dead ; Roof Live (balanced): Lumber Increase= 1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 8=-7(F=-3, B=-3)
pty.nwwrpr,tt•r.tr•rllta nnsafsnslr•lanw nuauoromwsms rfsnmiiuenerwrae nn, rryMacon•r.rr,,.ms:.rr>#r Psp!r+r.+.rl lrrarsr wer rm nw,+r:.w raspp,.y
Wldt nwrrissMrewlrt6nlrr dd roLw ltnr[grapo.yritll r!;sl virglrl4eWlrrup/Mab+Yrr nyrMpmlrWM/Nol4s*MwW Ont MrW rM101rt..b lR1. irlrMruMpw rralrrM.L.Sk r Anthony T. Tombo 111, P.E.
wlw dots l.msv n .14tp Rb twpnhlo dye p.a. 1WQ'V swrvd gw.do904 Mq.,.b town dto el.b IKrw rrlwlhp ilk IW Kint nwl dmd.;ru.xaaim.ir rr7mq.+Mrw.r..t arrrn,prWu.a r 80083
tit Whlhsf."WK. nntrtw 11" a tr tr pews no pdd.ndw Maq Www fry b*wwPfl;pirrl4 lnwl 111antd.MJrt pod pyre alwfwsLttntt.IbnNAwnd4Lns h.p..Am htr itp:ta rritwsdwdtA.. tdMt 4451 St. Lurie Blvd.
dam wrrll ol.r+d qwl gw..tq b rrwtn ntnr! M1 I.0 hst' l+w.ls RI h 1•i•phup...I.nssir• ttpw. dol telly u vwladrwt to w Idad yowl Fat Pierce. FL 34946
oppipN07011AItoot hossn•A.Iloryl.lowbsIn. r1. kptoloauooflinlnoreobuogtwo, ispollinfol iderdemntepertsonbwA•Itool bnus•Aodarl.lorb In, I
Job Truss Truss Type aty Ply RYAN HOMES / LARGO v1 -
WRCLGICE9 HJ3A Diagonal Hip Girder 1 1 A0258539
1.25 TC 0.22 Vert(LL) 0.03 4-7
Job Reference (optional) J.
Al Roof Trusses, Fort Pierce, FL 34946, desgn@a1lluss.conl Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:49:06 201:9 Page 1
ID:hA3xRN7kH8GY sOsevncy2zOBnp-f6BIOTbKDVISkw8hiYlzlHTosm798B9OLyyPslzjEIR
1-5-0 4-2-3
1-5.0 4-2-3
3x4 =
LOADING (psf) SPACING- 2-MCSI.
269/0-10-15 (min. 0-1-8)
DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.03 4-7 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 15 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-3 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (Ib/size)
3 = 100/Mechanical
2 = 269/0-10-15 (min. 0-1-8)
4 = 52/Mechanical
Max Horz
2 = 79(LC 4)
Max Uplift
3 = 63(LC 4)
2 = 196(LC 4)
4 = 42(LC 5)
Max Grav
3 = 100(LC 1)
2 = 269(LC 1)
4 = 72(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 63 Ib uplift at
joint 3, 196 Ib uplift at joint 2 and 42 Ib uplift at joint 4.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 49
Ib down and 7 Ib up at 14-9, and 49 Ib down and 7 Ib
up at 14-9 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
8) 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) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60,4-5=-20
Concentrated Loads (lb)
Vert: 8=-7(F=-3, B=-3)
Nq Myer wdryrnorh'llUGI nnadrlNUjoRWgtllldf01pAG1}(l11011171fl 1WErlfi•J16be Wdikuppro IdMW+.DtLntIrs#Or^9QlR iMl.11 IrYI I I AMm11M IdrrM Nett r.werg rtor..
hulntwwjottMenrlNNnIMMnllIII ImtlroplgreQr-1pilllrpro;Nu/tr.nlipnftISwpm ONprntldeprtlgmwllqMNrnVdNtrj,hreL7rMwNIMr¢.bRl.hMpe.ywyWgtmrtvYltl Anthony T.Tombo111,D.E.
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Fort Pierce, FL 34946
olpillt o 7011 A I loll hotud • Arlrry l.INtlo Ill. P 1. lepdl.didl of llin dwanw, is ory two, it polililyd rtDoe de+driwi p miniw Gro A•I kol ho(n • Aehay 1.loab Ol, F.I.
Job Truss Truss Type QN
TCLL
HOMES /LARGO v1
Plate Grip DOL 1.25 TC 0.48
TCDL 10.0
A0258540
WRCLGICE9 HJ6EI Diagonal Hip Girder 2
PIYIRYAN
1
NO
r
BCDL 10.0 Code FBC2017lrP12014
4 =
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Feb 20 13:49:07 2018 Page 1
ID:hA3xRN7kH8GY sQsevncyLzOBnp-7Jkgbocy_ptJL4jtGFGCrVOvXARSteFaaciyOTzjEIQ
1_S p 7-8-9
1.5-0 748-9
40 =
LOADING (pst) SPACING- 24)-0 CSI,
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48
TCDL 10.0 Lumber DOL 1.25 BC 0.30
BCLL 0.0 ' Rep Stress Incr NO WB 0.00
BCDL 10.0 Code FBC2017lrP12014
4 =
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 31
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
3 = 195/Mechanical
4 = 119/Mechanical
2 = 449/04-15 (min. 0-1-8)
Max Horz
2 = 75(LC 4)
Max Uplift
3 = 119(LC 4)
4 = 92(LC 4)
2 = 312(LC 4)
Max Grav
3 = 195(LC 1)
4 = 141(LC 3)
2 = 449(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Wind: ASCE 7-10: Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S Opsf; h=15ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load noreconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-041 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
Den. = 1/8 In
DEFL. in floc) 1/dell Ud PLATES GRIP
Vert(LL) 0.24 4-9 >377 360 MT20 244/190
Vert(CT) -0.26 4-9 >354 240
Horz(CT) 0.01 3 n/a n/a
Weight: 25 Ib FT = 10%
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 119 Ib uplift at
joint 3, 92 Ib uplift at joint 4 and 312 Ib uplift at joint 2.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 43
Ib down and 56 Ib up at 4-10-15, and 43 Ib down and
56 lb up at 4-10-15 on top chord, and 11 Ib down and
23 Ib up at 2-1-0, 11 Ib down and 23 Ib up at 2-1-0,
and 23 lb down and 55 its up at 4-10-15, and 23 lb
down and 55 Ib up at 4-10-15 on bottom chord. The
design/selecbon of such connection device(s) is the
responsibility of others.
8) 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) Dead + Roof Live (balanced): Lumber Increase= 1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60,4-5=-20
Concentrated Loads (lb)
Vert: 10=-8(F=-4, B=-4) 11=-21(F=-11, B=-11)
12=-36(F=-18, B=-18)
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Job Truss Truss Type Oty Ply RYAN HOMES / LARGO v1 -
WRCLGICE9 HJ7 Diagonal Hip Girder 5 1 A0258541
5 = 78(LC 4)
2 = 232(LC 4)
6 =
Job Reference (optional) .1
M; Root r ruses, ron nerve, r 34946, oeslgnoa allruss.com Run: 6.12u s Nov 12 2u1 / Print: 41.120 S NOV 12 2017 MITek Industries, Inc. Tue Feb 20 13:49:08 201,8 Paget
ID:hA3xRN7kH8GY sOsevncy2zOBnp-cV12p8dal71AzE13gznROiY34ajkcOcjoGRWxvzjEIP
1 1-5-0 4-11-0 9.10-1
1-6.0 4-11-0 4-11-0
3x6 II 1.5x4 II 30 =6
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. (Ib/size)
5 = 155/Mechanical
2 =
4-11-0
4-11-0
6 = 3231Mechanical
Max Horz
9.1x1
4-11-0
2 =
Plate Offsets (X,Y)- 12:Edge,0-0-11
5 = 78(LC 4)
2 = 232(LC 4)
6 = 68(LC 8)
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight: 44 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. (Ib/size)
5 = 155/Mechanical
2 = 468/0-4-9 (min.0-1-8)
6 = 3231Mechanical
Max Horz
2 = 169(LC 22)
Max Uplift
5 = 78(LC 4)
2 = 232(LC 4)
6 = 68(LC 8)
Max Grav
5 = 155(LC 1)
2 = 468(LC 1)
6 = 323(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-269/66, 3-13=-755/158,
4-13=-699/165
BOT CHORD
2-15=-257/697,15-16=-257/697.
8-16=-257/697,8-17=-257/697,
7-17=-257/697
WEBS
4-8=0/255,4-7=-749/276
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf: BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 78 lb uplift at
joint 5, 232 Ib uplift at joint 2 and 68 Ib uplift at joint 6.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 78
Ib down and 95 Ib up at 14-9, 78 Ib down and 95 Ib
up at 14-9, 40 Ib down and 54 Ib up at 4-2-8, 40 Ib
down and 54 Ib up at 4-2-8, and 60 Ib down and 56 Ib
up at 7-0-7, and 60 Ib down and 56 Ib up at 7-0-7 on
top chord, and 10 Ib down and 9 Ib up at 1.4-9, 10 Ib
down and 9 Ib up at 14-9,13 Ib down at 4-2-8,13 Ib
down at 4-2-8, and 33 Ib down at 7-0-7, and 33 Ib
down at 7-0-7 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
8) 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) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-5=-60, 6-9=-20
Concentrated Loads (Ib)
Vert: 3=63(F=31, B=31) 14=-85(F=42, B=42)
16=4(F=-2, B=-2) 17=-54(F=-27, B=-27)
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Job Truss Truss Type Oty
2-0-0
RYAN HOMES I LARGO VI
Max Horz
LOADING(psf) SPACING- 2-"
A0258542
WRCLGICE9 J2A Jack -Open 4
PIY
TCLL 20.0 1.25 TC 0.09 Vert(LL) -0.00 7
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, designeal truss corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 2013:49:09 2018 Page 1
ID.hA3xRN7kHBGY_sOsevncy2zOBnp-4hsROUeCWO71 bNIFNgJgwwSL4zBhLYlt1 vB3TMzjE1O
I
1 0 0 + 2_-6-0
1-0A 2-641
3x4 =
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-6-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
3 = 56/Mechanical
2 = 170/0-8-0 (min.0-1-8)
2-0-0
29/Mechanical
Max Horz
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 7 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 10 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-6-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
3 = 56/Mechanical
2 = 170/0-8-0 (min.0-1-8)
4 = 29/Mechanical
Max Horz
2 = 58(LC 12)
Max Uplift
3 = 34(LC 12)
2 = 60(LC 8)
Max Grav
3 = 56(LC 1)
2 = 170(LC 1)
4 = 42(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed: end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate gnp DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord In all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 34 Ib uplift at
joint 3 and 60 Ib uplift at joint 2.
LOAD CASE(S)
Standard
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Job Truss Truss Type Ory Py RYAN HOMES / LARGO v1
WRCLGICE9 J2C Jack -Open 6 1
A0258543
1.25 BC 0.04
BCLL 0.0 ' Rep Stress Incr
Job Reference (optional)
Al KOOT 1 nrsses, Tort Pierce, V L 34946, Oeslgn(cQa1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:49:10 2018 Page 1
ID:hA3xRN7kH8GY_sOsevncy2zOBnp-YIOpEgegHkFuCXSSxNqvT7dWRNXA4? OGZwd?ozjElN
1-0-0 2-6-0
1 0 0 + 2-6.0
LOADING(psf) SPACING- 2-0.0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11
TCDL 10.0 Lumber DOL 1.25 BC 0.04
BCLL 0.0 ' Rep Stress Incr NO WB 0.00
BCDL 10.0 Code FBC2017frP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-6-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
2 = 164/0-8-0 (min. 0-1-8)
4 = 603/Mechanical
Max Horz
2 = 75(LC 9)
Max Uplift
2 = 75(LC 8)
Max Grav
2 = 164(LC 1)
4 = 603(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-4=-580/0
NOTES -
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.0psf.
5) Refer to girder(s) for truss to truss connections.
3x4 = 1.5x4 11
DEFL. in (loc) I/deft Ud PLATES GRIP
Vert(LL) -0.00 8 >999 360 MT20 244/190
Vert(CT) -0.00 8 >999 240
Horz(CT) -0.00 4 n/a n/a
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 75 Ib uplift at
joint 2.
LOAD CASE(S)
Standard
1) Dead ; Roof Live (balanced): Lumber Increase= 1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60,4-6=-20
Concentrated Loads (lb)
Vert: 3=-525
Weight: 11 Ib FT = 10%
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Anthony T.Tombo111.D.E.
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80087
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Job Truss Truss Type Oty Ply
20.0 Plate Grip DOL 1.25 TC 0.14
TCDL 10.0 Lumber DOL 1.25
J3A Jack -Open
3AO258544
Rep Stress Incr
ANHOMES/LARGOv1WRCLGICE9
BCDL 10.0 Code FBC2017lrP12014 Matrix -MP
Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:49:10 2018 Page 1
ID:hA3xRN7kH8GY_sOsevncy2zOBnp-YIOpEgegHkFuCXSSxNgvT7dV?NVY4?_OGZwd?ozjEIN
1-0-0 3.0.0
1-0 0 3-0.0
30 =
LOADING(psf)SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14
TCDL 10.0 Lumber DOL 1.25 BC 0.14
BCLL 0.0 ' Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC2017lrP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins.
BOTCHORD
Rigid Ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
3 = 71/Mechanical
2 = 188/0-8-0 (min. 0-1-8)
4 = 37/Mechanical
Max Horz
2 = 67(LC 12)
Max Uplift
3 = 43(LC 12)
2 = 103(LC 8)
4 = 31(LC 9)
Max Grav
3 = 71(LC 1)
2 = 188(LC 1)
4 = 52(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.0psf; BCDL=S.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces 8 MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
0
N
DEFL. in (loc) I/deo Ud PLATES GRIP
Vert(LL) 0.01 4-7 >999 360 MT20 244/190
Verl(CT) -0.01 4-7 >999 240
Horz(CT) -0.00 3 n/a n/a
4) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 43 Ib uplift at
joint 3, 103 Ib uplift at joint 2 and 31 Ib uplift at joint 4.
LOAD CASE(S)
Standard
Weight: 11 Ib FT = 10%
i q IYY hMr Ir+F4 h'11109 M36jYlllrl QI:LLI QtlISAf01911CNOl19Y1'/1.7",7lUpNGLLIr6r4 Int, YYrM rr:rrn Mhnr Msp nq{IWrrld r t.IrMlIL1A mf4a Mnnr OMr W.m ae1 rIN.y
Wl,lurh r ja h+MMnN Arr M4MM1 Urinu kvplrp apr. SluOrl¢;e,vl gI01,y:mOt ml nMr/rntld nAml ny WM rin}elrt.p lnn6p".1b M s*.rrn 141. hlwp n:upwf.Wquo tud9j Anthony T. Tombo 111, P.E.
rn+ArMlm,YgWlgnbn,p+,Ader rO.mrOmharErlrprrMYgkopr,rr n/1s ULbCrrMb'Iqr+Mr141 4narlrlwr.;WlnrArlmr.l AAmq.YmWdY ghbMrn:pr,Wr1A ?80083
rwx.lr+s ru v.un,s w.rlrorrpm,dhJr4dti4yMslMlolnblC rlYr/lrnlrlpin:d nJ p.ipiulKl4MhrnymJlanNMn/LhmMup.hnhFyFq:mrlmhrn4w,bt 4451 St. Lucie Blvd.
imi"unpi p.is eate.wrrdgrur+egr w+rlhapnn nr a nrurpMupu,nu.:,srm Lpeu M,+lrnnnld r nu Fort Dlerce, FL 34946
opp,ipM07016A-lloollhuse•A Ao y1.IsolmsUL?J. hprd diced0islomrr0.i say l,ispoli ildridegThe wines paentioIsm A-1hAImut•AnEprl.loombIII, r.l.
Job Truss Truss Type Qty Pty RYAN HOMES / LARGO v1
WRCLGICE9 J6E Jack -Open 9 1 A0258545
DEFL. in loc) I/defl Ud PLATES GRIP
Job Reference (optional) rn
1 Roof Trusses. Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:49:11 2618_ Page 1
ID:hA3xRN7kH8GY sQsevncy2zOBnp-04 BRAfS22NIghleV5L8?LAaLnIOpSEAVDgAXEzjEIM
5_6_0
40 =
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
3 = 139/Mechanical
0- 4
73/Mechanical
5.2-12
283/0-3-8 (min. 0-1-8)
Max Horz
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.16 4-7 414 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.13 4-7 492 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 18 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
3 = 139/Mechanical
4 = 73/Mechanical
2 = 283/0-3-8 (min. 0-1-8)
Max Horz
2 = 75(LC 8)
Max Uplift
3 = 87(LC 8)
4 = 60(LC 8)
2 = 196(LC 8)
Max Grav
3 = 139(LC 1)
4 = 98(LC 3)
2 = 283(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate gnp
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 87 Ib uplift at
joint 3, 60 Ib uplift at joint 4 and 196 Ib uplift at joint 2.
LOAD CASE(S)
Standard
rr. • Iw bn++l}+r..+r'r i pGl nrtso{swiry azul nua r lDi71hr11(a1011(r'i9•; uurntrurrrs. rrrfi ro r.om++rnrrrn m r•m h, r hr.glip; r aArr1 irwa r t uru+fw+wr, nr Yn+6r.+u ord r b rN,.q
WIr1+r.++.+IO+YfY.ulbblM.Mtil.i+rDw+Aur lq.rsQr,Sindy h*rM,bur w.p ill+qrMrmAu b d++r/uneiy+ry.ullryYu+ln*/M./rLr:7L7.+InOr 10r MI wp Al. M1lwpn+npre.I+rgnp.tvNOy Anthony T. Tombo 111, P.E. I a80083low. b In rib r r+.i mool W4 i+•ir+ Weir Yr.rrPn1lMAh+W1I In aril n+d.mr• P.11win InI YYr+b+ rgnMan NYr+/bhm AupLr+On}ty.s.11nn s/ro.u.'nt 4451
erc
Lucie Blvd. rq tgr,.lnn arms 6yrergwq IlgirN.:nnnhl.Nrini Fort Pierce, FL 34946
ypilN011lAAdlwll+osut•bOogLlrmbolU./i trprd.o+..d+liiArorna,i.oylrr,itpobilorell err+innrrrmitfiwhwA•ItiolLaur•Agemyl.I.rb.lil,r.t.
Job Truss Truss Type
CSI.
TCLL
HOMES /LARGO
V1WRCLGICE9
Plate Grip DOL 1.25 TC 0.95
TCDL 10.0 Lumber DOL 1.25
J7 Jack -Open
Otli`
10A0258546
PIY,[AN
YES WB 0.00
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP
Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al Wss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Feb 2013:49:12 2018 Page 1
ID:hA3xRN7kH8GY sOsevncy2zOBnp-UGYZeWgSpLVcSrog3osNYYjtwBSXYvUJjlPj4hzjEIL
1-0-0 7.0-0
1 0 0 7-0-0
6x6 11
LOADING (psf) SPACING -24)-0
2 =
CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95
TCDL 10.0 Lumber DOL 1.25 BC 0.49
BCLL 0.0 ' Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size)
4 = 179/Mechanical
2 = 342/0-3-8 (min. 0-1-8)
5 = 94/Mechanical
Max Horz
2 = 156(LC 12)
Max Uplift
4 = 131(LC 12)
2 = 92(LC 12)
5 = 2(LC 12)
Max Grav
4 = 179(LC 1)
2 = 342(LC 1)
5 = 131(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-618/107
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=S.Opsf, BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exierior(2) zone; cantilever left and right
exposed: end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
Dead Load Dell. = 1/8 in
R
o, r. N erJ
lel
DEFL. in (loc) I/deo L/d PLATES GRIP
Vert(LL) 0.21 5-8 >394 360 MT20 244/190
Vert(CT) -0.21 5-8 >393 240
Horz(CT) -0.05 4 n/a n/a
Weight: 26 Ib FT = 10%
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 131 Ib uplift at
joint 4, 92 Ib uplift at joint 2 and 2 Ib uplift at joint 5.
LOAD CASE(S)
Standard
tmssq•Irssr Nsglls rnrere h'1I n0111Rs61'SIIIIiI QItLLI RdSlID17111Cy11110Yt'Mf!r;l[Upll[KUII-rr. 4rh "r,rchndmlwmmhil hoit" en911msrldsh l lmrRr l bNm HMrYs nt Wsd.Noow.lkm.my
Wiaorrprnu,arnNrrrsrpnaathnswgly.ept.7rOdrb"4rWMmTnitpnNowpwdeep 'bnrwgmnnRvwodtIFIN 1drtoo lists ilMmrlMmtwAN]41 Anthony T.TomboIli, P.E.
minsNM hnsrq W/ghrstyw iis;NtrAms hO.rits svN¢lrrHUiq Ongss,,r,gn/blLb W.drlsdl.lards ml lFl M1 pndNr lMml M see ns061mtsdMq lmnq piy.wnbmsWbKq twMrnymuYn sl :80083
r braslM}ssd4arr. UmressmMrerlOomlbrmindrlebN drbsLgfsorrrsi0lhA'MritllllPWsW ti dLll nstrnm•pnl plmts Int rrsebsuptnleresetNMns!rhns bn m.ItsMlslgssa dlttonlr.s,miss 4451 St. Lucie Blvd.
da.su WredlnfreM qnd rep • vdl h4lrnm sssshs! h hist py'fgr- heel r Isslgbsgr, ss Its spore tgmsm slay twlg t0,ssmlvNr:res n r IsLI mull Fort Pierce. FL 34946
sppi1b07116AIlost hosses•AltMglltmbo0API ttpdreuiodd'nbhmeM,ireeglrn,ispoli6Be/ridepsit rlines ltsmissinhow A•Itend haxs-littler lbmtol0,r1.
Job Truss Truss Type Oty Pl]RYAN HOMES / LARGO v1
WRCLGICE9 J7C Jack -Partial 5
CSI.
A0258547
in loc) Well Ud PLATES GRIP
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, desgn@al Wss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Feb 20 13:49:13 201,8 Page 5
ID:hA3xRN7kH8GY sOsevncy2zOBnp-yS6xsshjateT3?A1cWNc5mFvlbRpHMkSyX9Hc7zjEIK
s 7-6-0
7-6-0
4x6 =
Rcss.
N f3A
Dead Load Dell. = 1/8 in
Plate Offsets (X,Y)— 1:0-0-0,0-0-101
2 = 201/Mechanical
3 = 97/Mechanical
Max Horz
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.23 3-6 395 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.26 3-6 341 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 2 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 23 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
BRACING- •
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
1 = 297/0-3-8 (min.0-1-8)
2 = 201/Mechanical
3 = 97/Mechanical
Max Horz
1 = 150(LC 12)
Max Uplift
1 = 71(LC 12)
2 = 145(LC 12)
Max Grav
1 = 297(LC 1)
2 = 201(LC 1)
3 = 140(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of
20.0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 71 Ib uplift at
joint 1 and 145 Ib uplift at joint 2.
LOAD CASE(S)
Standard
r y•rone.dyn.r.r•elnwmssoi'uutriar•,wneaamnmrnmr e'ar!r;unen!rwrrr. umr:tiMor,r rr„.nn:.:rr#•ta.ru.n .ran ar..wnw,.n w,:rr.a,wd.rnr.rr
rmmrr rvnurrndrrl w a..:t:v tsfrpr.fMahlp.r mur»nnnya:m.mradnxaar Y,u„rrraw*dr:yerr:,ornd.rm.n rsnrl nn.nn.p.+.ir.u.rrr Anthony T. Tombo ill, D E. rnr IrblmfN.MO hr nryJdw rAm.rO.nie cdp arAdlyrrr n,r:w4nrrltl.r0.'rrWl'IgnNrIM1I.11ep M/rlp1rw44n Arlmt.li Irifm r.agJ.rrYgJOMrny.Y1M a 80083
r HlgMt'pr40M /1 1fbM rnlrrryernrrtlmf Ir4Alyfw.1 1dgW d.tlOfjIh I11r W1 I:drnd4 p d J.0 IIII Mh IferrywuNnnrMnfLbn: Mup.Lro Mu'Cq.arlme4Mv.+r, Yn
nx.r es6wgelsv .d b 4451
PieSt.
rce. LLucie3494q . moylsas:nMLsi nronuur[.i wlrwegln7...e,nfrm.tep.raMrW morwdronnwdrml.
Fal Dlrce. rL 349e6
I
O/pitb07016A•Itoil h ws•Amboy l.lombe111.?.1. ItimWoom If 111h improt, is soy top, is piobibilrd w4boot ibe pinespnoisvoo how A4 hol hosses - bihosy 1. lob 111, P.I.
Job Truss Truss Type Oty
DEFL. in loc) I/dell L/d
TCLL 20.0 Plate Grip DOL
AO258548
WRCLGICE9 M7G Jack -Closed Girder
4-5
PIY IRYANHOMES/LARGOvI
TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT)
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:49:14 2018 Page 1
ID-hA3xRN7kH8GY sOsevncy2zOBnp-OHK3CiLLzmKh9lDADurdzoBN_ggOtycBBug8ZzjEIJ
31x0 7_-0-0 ,
3.6.0
1.50 II
6x6 =
JUS26 300 II JUS26 4x6 =
JUS26
LOADING (psf) SPACING- 2 -"CSI.
1564/Mechanical
DEFL. in loc) I/dell L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 4-5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.05 4-5 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.64 Horz(CT) 0 01 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matnx-MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No -3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-9 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-9-13 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (Ib/size)
1 = 1480/0-3-8 (min. 0-1-12)
4 = 1564/Mechanical
Max Horz
1 = 138(LC 23)
Max Uplift
1 = 422(LC 8)
4 = 523(LC 8)
Max Grav
1 = 1480(LC 1)
4 = 1564(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-2109/592
BOT CHORD
1-9=-643/1912, 5-9=-643/1912,
5-10=-643/1912,4-10=-643/1912
WEBS
2-5=-427/1579, 2-4=-2152/724
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=S.Opsf: BCDL=S Opsf; h=25ft;
Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 422 Ib uplift at
joint 1 and 523 Ib uplift at joint 4.
7) Use USP JUS26 (With 10d nails into Girder 8 10d
nails into Truss) or equivalent spaced at 2-0-0 oc max.
starting at 1-6-12 from the left end to 5-6-12 to connect
truss(es) B02 (1 ply 2x4 SP), B04 (1 ply 2x4 SP) to
front face of bottom chord.
8) Fill all nail holes where hanger is in contact with
lumber.
9) 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) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60,4-6=-20
Concentrated Loads (lb)
Vert: 5=-832(F) 9=-832(F) 10=-832(F)
PLATES GRIP
MT20 244/190
Weight: 40 Ib FT = 10%
Yo" MuberjM.x. d,'N ICdIWISjSC!lr1Ge[W I!tl6tfDY1DlfUllt.jp'll ttuDILLK4'lT ba roll Mu pw w,dnd r,. b+4wt Mu k..;i d.e ldrll Iwlll. ersnu9,p14.w Wur.n„MrtMIN.r
Wld a,rlb, ddb.ulb Wr lY.MnY bel.,bur! —0s.lN%*(.p, our r. rA IN Wtu,r. calm r r.rnu.r.iem mk-WY. M1 r 6w dhdo M, dWailoYtN.h *IRS fit6w..."r re.x writ Angany T. Tombo III, C.E.
WmAbeer iihn,ilhWeny.YeldbO.ta.bD..iMen:d r+. W YMq h,yr..YuwcdwM de 11(so&Wd uw ad 111A. Irer drrulrq dln,drh.n.ai"MAJ d.+..,w.rl..lwbeeny.wgr •80083
e.1.Mq Byer ed(rn, u,.,wex.e,Irrrrm,nil.rlwrrwtiuee..frg r..rDt Ir,rel.In.(un..r..dl.l.nrr,rm ally nr.me.d rnrer,drl.,a„r.,r.,w„rtynn ert.,wae..,an, 4451 St. Lucie Blvd.
Ao.Ae IdM F,eWdernl."blh dreM,e*eM Ilehmbur le uut0l W,Idlgbgw.•Untirme[,rt,n rery 044 IIyYldbn.,nkbd.Al Fon Dlerce, FL 34946
AliFMOM11411d1uaa It11n}I I421tIII.LI. ItpldenindDitdMWd,ilo)bu4nrelbBd•dLMlhemmnrnaittia6oAIledhrttet Ie6nyl.IwW1P,r1
Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
WRCLGICE9 VO4 Valley 1 1 A0258549
n/a - n/a 999 MT20 244/190
TCDL 10.0
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, designs altruss.com Run: 8 120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:49:15 2018
ID:hA3xRN7kH8GY sQsevncy2zOBnp•urDiHXiz5GuBJIKPkxO4ABLO3ODo1GEIPrre
2-0.0 en n
2x4
5.00 12 2 3x4 =
2x4
i
LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in (loc) Weft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Verl(CT) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -P Weight: 10 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-" oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
1 = 100/3-10-13 (min. 0-1-8)
3 = 100/3-10-13 (min. 0-1-8)
Max Horz
1 = 9(LC 13)
Max Uplift
1 = 29(LC 12)
3 = 29(LC 13)
Max Grav
1 = 100(LC 1)
3 = 100(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25tt:
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone: cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10 0 psf bottom
chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 29 Ib uplift at
joint 1 and 29 Ib uplift at joint 3.
LOAD CASE(S)
Standard
Yn1 M1,aA,rorjlrnx,.r'r llMt IIR11SI7LI!f1p41111!431(Gw101S(I11C.(11'Irjllls01LL1i11rY. Ie F ps*RtsM1rrirrss.ss Uns try M.l rr4M/I1W lIRrrorn9rsshYtw Wur•nw,>wlwrRM!
WItlo rrb,tYM.„14rIM. or,+i btlm,r^T Dt.%M1¢rblt.lrMr.(lilnn,lf crlrulr 4„u7it4 clNY rM1y/lt di/rI t6114Y rlrwl!,.IM1I. M11n7nw/,.Y.IuYn,t Wl,
rnt4s¢M,YwYri(4intrfiig4r0un.60ni s.lr¢drp+.rdUyM,eAr..riWe4rllLOr /(rik4rl1qu4rIM I MnH4i01rry MIro4MInn. rYfti1W1 Y,r..,W.r.WYrny.,ilryM
Anthony T. 7008III, D.E.
rhYyM,I r,d(trs.Ysntuil.•rnlrMramrp IN4r1.lY f r.r1/.IWalggrµ,yiF0lrllflnnlxwNY 4 Irr mlld trnlr,iiW,rMnirlm,u 8008)3
tr,•Iw MnllrrWdy,tlw.-ii74A(.tr, wA,l hLm Mt*It„¢t11r
1 ' ¢M.fmtt.¢irfpwrlm,YrtE.r.dm
4451 $t. Lucie Blvd. r.11q l„*o..l,mtJ,.t r. rltq ttu.i u,giYldrntvnYM.1111
op,ilbO101HIGolbnses AoomLlotlogl,r.l. Iq,obnin61IWIAorowss,ioolform, is polilildriltrrlllr.,mnraIrissu.AID Adlnlbnsrs•Anloryl.look III, rl.
Fort Pierce, F1 34946
Job Truss Truss Type City
7-11-6
HOMES /LARGOv1WRCLG,1CE9
Max Horz
10
LOADING (psf) SPACING- 2-M
A0258550
DEFL.
V08 Valley
PIY,[AN
1.
1.25 TC 0.25 Vert(LL) n/a -
Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:49:15 2018 Page 1
ID:hA3xRN7kHBGY_sOsevncy2zOBnp•urDiHXiz5GuBJIKPkxO4ABLL7ODllF81PreOh?zjEII
4-" i 8-0.0
f 4-0.0 4-0.0
4x4 =
2x4 G 2x4
i
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP N0.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid telling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
1 = 128!7-10-13 (min. 0-1-8)
3 = 128/7-10-13 (min. 0-1-8)
7-11-6
263/7-10-13 (min. 0-1-8)
Max Horz
10
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -P Weight: 24 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP N0.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid telling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
1 = 128!7-10-13 (min. 0-1-8)
3 = 128/7-10-13 (min. 0-1-8)
4 = 263/7-10-13 (min. 0-1-8)
Max Horz
1 = 24(LC 16)
Max Uplift
1 = 53(LC 12)
3 = 57(LC 13)
4 = 44(LC 12)
Max Grav
1 = 128(LC 1)
3 = 128(LC 1)
4 = 263(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C: Encl., GCpi=0.18: MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces 8 MWFRS for reactions shown: Lumber
DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable o1 withstanding 53 Ib uplift at
joint 1, 57 Ib uplift at joint 3 and 44 Ib uplift at joint 4.
LOAD CASE(S)
Standard
W"Noir ddp+rrn14. dr'W M IMillmn Villa Mid 110r111110111 Cll(RlljrlWNNo:lrin ru:!Mu pm.11.11lrl rll.MLw71rq Yr.IINid+r 4 gIIplrtILr/rro9ro Wrno. Yru re.lu gM MIN W!
IL1drom oft dow wi IbI1r.M,di l/rlmrMyllr•ntr.ir.il lr siYui.glNlln.w cgrl rMrlurlgwn7nVnIW7Y1rYq/ut.rlmllgiaYrYlN d!.wb UI. M1Yw eosryu YilvY.4lr Nh Anthony T. Tor1bo III, P.E.
dwgifts imu4rwrra"Rio.w"Wrdim 0-.YD.wlwl.trdrrdP.1twin kopl.sbi0voldo9LsoKOdkdalluluoWIN •80083
rMI.lMuruPlrr. llydnMM.nriNdMrrWndriYhllbl.li ldprdUPIYP.wwln4rµ+rrdlrnldlllllnPbrPNMrrrdrJwr M1IMa1MIPP1Arw.ll.nlOrlmlAurd.UwrNur[grrowlhmMdrd.P,w411 4451 St. Lucie Blvd.
Arlrhr Mallrrlrratgrrd 7l. •rlYrlb Al.orr.Mbrl M1bnthylgwl.glYMIl Muro.•imlS!dn I.IPIw Won 1A.R"urMnnoldd.11I1. Fort Plerre, FL 34946
oppliso2014AIgoof hones Aoilurl.loodd01./.L trrodoahodibis dorovor,isso) his, ispollQdrd.Ans Its .IdlnOamissiootoo AIfni hoists -Ao0ogl.IndooIII, rl
Job Truss Truss Type Qty
DEFL.
HOMES / LARGO
v1WRCLGICE9
I/dell
V12E GABLE 1
NPIYRYAN
A0258551
TC 0.18 Vert(LL) n/a n/a 999
Job Reference (optional) ;
r rcvvr ruses, Mon nerve, rL 34946, oeslgn@a allruss com Kun: 6.1zu s Nov 1z zu1 / YnnC IJAZ0 5 NOV 12 ZU17 Well Industries, Inc. Tue Feb 2013:49:16 201,8
ID:hA3xRN7kH8GY sasevncy2zOBnp-N1n4UtjbsaO2wSvclexJiOlXuoZZUirveVNx
5.2-0 10-4-0
4x4 =
x4
8 7 6
3 3x41.5x4 I I 1.5x4 I I 1.5x4 11
LOADING (psQ SPACING- 2-M CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -S Weight: 37 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6.0-0 oc bracing.
MiTek recommends that Stabilizers and requi 771crossbracingbeinstalledduringtrusserectio
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 10.4-0.
Ib) - Max Horz
1= 36(LC 12)
Max Uplift
All uplift 100 Ib or less at joint(s) 1,
5 except 7=-121(LC 1), 6=-143(LC 13),
8=-143(LC 12)
Max Grav
All reactions 250 Ib or less at joint(s)
1, 5, 7 except 6=331 (LC 1), 8=331 (LC
1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
4-6=-230/350, 2-8=230/350
NOTES -
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph: TCDL=5.Opsf; BCDL=S.Opsf: h=25ft:
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Extenor(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 Ib uplift at
joint(s) 1, 5 except (jt=1b) 7=121, 6=143,8=143.
LOAD CASE(S)
Standard
11o" 11Mb.4N m•• r'H Ice 111sargutn61V11111110311,*&?! WsroYm k4..4 Wurr•nlgtlwMl.y
r14tr'Or llr d.IhnN6rIY•Ir SAY boVMS Mu'1,nn1..11,^(spo•1r W no! Iil"r"MSon4r4A 6 Fdh.W r ug44ru1Y; r M r" 0"*0 1.1 how.r111 Anthony T. To!! bc, III, P.E. r•n11r bMS6gMysbnymiM!AA.D..n,rD.Mr.rLN*+•r WyMyr.•r,r•rtAM1N.rtcrrrl eAy iN rIM17 Ir"S"1161000.41J1w/MIMS •6ilr/r r.•Yyrrhq WhryJ 1nA =80083
nMAghy00(r•r 11 rt41M•rg100611ein00r•YWA6416I1ww•fArylBner!Il1gpLYNFI1100!IGniIxsN6Nr11I•Y•. IM1IMnbn4r ii1„00Wt/Y Lhthgr,!rwf 4t Ignn 00Lm Ydrper,dm
4451 St. Lucie Blvd.
rc
Ae.n.M.No r[rx1,N4••w,haNwlAnN IhUn Mur!r•nrolrl.Y.4My,•Lnrflvni4w•A• 1 U,rIW,Nrnr•nMr•1111
Foil Plee, FL 34946r(
op1yM02016A•Ilow haus-AC*M1.IwMIII,LL ttpo6nirofEmsdMor•1,noglhgispoLlb-10-doll6rnilhr/arroioobenAllool6nul AoMgLlor6111,1.1.
Job Truss Truss Type Qty
DEFL.
HOMES /LARGO
v1WRCLGICE9
I/deo Ud
TCLL 200 Plate Grip DOL 1.25 TC 0.12 Vert(LL)
VM3 Valley
IA0258552PIY1[AN
Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a
Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design®altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Feb 20 13:49:17 2018 Page 1
ID:hA3xRN7kH8GY sOsevncy2zOBnp-rELSiDkOdu8uYcUorMSYFcQjdCwaDAj2t97UluzjEIG
r 3-0-0
2x4 --
LOADING LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deo Ud
TCLL 200 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -P
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
1 = 90/2-11-6 (min. 0-1-8)
2 = 67/2-11-6 (min. 0-1-8)
3 = 22/2-11-6 (min. 0-1-8)
Max Horz
1 = 46(LC 12)
Max Uplift
1 = 22(LC 12)
2 = 53(LC 12)
Max Grav
1 = 90(LC 1)
2 = 67(LC 1)
3 = 45(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft:
Cat. II; Exp C: Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone: cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Bearing at joint(s) 2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verity capacity of bearing surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 Ib uplift at
joint(s) 1, 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 8 Ib FT = 10%
W>w.14o.Y,gW,uM.b'r W711fS13(SDllry ril;Ul1[IMSt (GM1D4l11iC(11'IPjgP7NIN:l7'M. /4q Mt*hWllLWdro O,p4Ytn, Yudum uddeknksy
Wid,srlbt,YN4dlbly Mrd/ betw ItWhpepr.lnddy tgo.ltrWoesn lilwterso ogbu dis pd"-d"un-j"4W i4 r Y l,uy do go intlgddrb In 4h, We 1111 Nhw."" 'hd'llud",t+YR Anthony T. TombO ill, D.E. E r.udblmtbeq hvrl4ar,rynWgdMo.re.Yo-4it.4rud g,r4r{.lil Mvp.YuwedwoLti l(rYMd rYruarlM. l,r,ry4ddr101re+IWnr/blurt Aig r/trrM.nW rhgWMer nynWgd 80093
U10. b allgMyn r(w•4bmol.blurb,oFu/rlrl.tdIs Wd"(sus.w4,TRW srl d4udh- Mmd low, nil lrl.,e 4q.u4»trl+rrdb6.traup.n.u Myrq.w rhntll.d,aro..dm 4451 St. Lucie Blvd.
A4.b M5,IM rGdtl q,d..nYgh dl tr, s.,hd IMhht Mup lgw.e0lb MY 1 Mt*o.. nnrsJa.rg+wdq Nhg U,gibel Ms.r rshhd.III For. Dleice, FL 34946
opyryb02016AIled hesses Ietlny1.lodeIII. LL Irp demaaffisI M81,ie98)lneyispolilBd-"IIs mnpmns'whYen11Rut Lrun 1dMryLlenMlp,rl.
Job Truss Truss Type Oty Ply RYAN HOMES / LARGO v1
WRCLGICE9 VM5 Valley 1 1 AO258553
e__. r_.____
Vert(LL) n/a - n/a 999
Job Reference o tional .,
ort Pierce, FL 34946, deslgn(gal truss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mi rek Industries, Inc. Tue Feb 20 13:49:17 2018 Page 1
ID:hA3xRN7kH8GY sosevncy2zOBnp-r LSiDkDdu8uYcUorMSYFcOjaCwYDAj2t97UluzIEIG
5.0-0
5-0.0 i
20 i
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -P Weight: 16 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 4-11-0.
lb) - Max Horz
1= 86(LC 12)
Max Uplift
All uplift 100 Ib or less at joint(s) 1,
3 except 5=-104(LC 12)
Max Grav
All reactions 250 Ib or less at joint(s)
1,3,5,4
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-183/320
NOTES -
1) Wind: ASCE 7-10; Vult=150mph (3 -second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C -C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psi bottom
chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
6) Bearing at joint(s) 3 considers parallel to grain value
using ANSIfTPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 Ib uplift at
joint(s)1, 3 except (jt=1b) 5=104.
LOAD CASE(S)
Standard
ells 1WU1.00ln..b71Ii JI11SfBj'SWlr1.iF4UIIMftfOHIC4l131C jR'fljlllWILLIN!1TM. I,.gylrna.id,.1.q,.MMtMgh.gliMld44 y11rMlrS.IMwYrobY..r.livis.IggM M111,w
111,Isenes,ltml,l/M.di.b111.MnY bslMtl^7`QCs.11,d/f.1b,A M,m, ,e•m/.u rnM,V.u,n1,Wnrw q aw tly,In., IgeY YlilaF rel111 h0,e,wfiu WiluY•4 rriN
dro4b14n,bgM bbuslnMlgtbo....bo.ni,.m.ud*+. ftl*qh p..rune,1M OLIN Vale Ila mMm,wwl INlM q'nI fi1N.Ig4Y n,Cs 4n, .Ail rsq u...,Mn.r l, w is anspse'"1r Anttwny T. Tomtro 111. D.E.
Y hY M,gwdlw.r Low. .1 We% RU db/nvod pielm .1M1fwy.nf4q lM,.eeIR141"i l4 View $91—d—wh,1-0 pd.. nildw, bnssie"o dMn,rb I.$ N*.. - 80083
s*I,, r,KsMyil^I,dlms Week ,.A.,
4451 St. Lucie BlvdA..M MIM I;IN,9 gnl,re. nlMrllAr.1.1.+MI IY 4n1 MIT G w,n1 1M1.Yq Ms*...i,nsfiVs l,Mw.A.lWq /I ye4,IMu.1nMM.A1
GnsgN010111IbolU.sses tcO.gLtoe6.ULrJ. Iepolnindslisbl.eM,isle) tole,ispo6lBd.iltwris onreeissio.ben AItoot lorsses b6nll.loebewrl. FOIL Pierce, FL 34946
JANUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TYPICAL HIP / KING JACK CONNECTION I STDTL01
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach King Jack w/ (3) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
Attach End Jack's I Attach Corner Jack's
w/ (4) 16d Toe Nails @ TC
w/ (2) 16d Toe Nails @ TC &
3) 16d Toe Nails @ BC M BC (Typ)
0
r
ti
ach Corner Jack's
2) 16d Toe Nails
TC & BC (Typ)
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FEBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409.1010
ALTERNATE GABLE END BRACING DETAIL
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
1'-3'MAX.
DIAG. BRACE
AT 1/3 POINTS
IF NEEDED
HORIZONTAL BRACE
SEE SECTION A -A)
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT ` \
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS.
TRUSSSES B
24' O.C.
END WALL
i i_11 i'
STDTL03
2X6 DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - IDd COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TD BLOCKING
W/ (2) - 16d NAILS (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
IDd NAILS AT EACH ENO. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
CEILING SHEATHING
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
VERTICALNAILINGSCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131'
X 3') NAILS SPACED 6' O.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-9B, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' OL.(2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUS'.
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE 1 ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR /
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE.
STANDARD GABLE /
TRUSS
UK"L
TRUSS
STUD
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JULY 17, 2017
STANDARD PIGGYBACK TRUSS STDTL04
CONNECTION DETAIL
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7.98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' O.C) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2'X 8'
TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (15- X 0.099') NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
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JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05
A-1 ROOF TRUSSES
4ACI cT i I Irlc m vn
FOF
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3' X 0.131' = 10d
2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL "A7.
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
SECURE VALLEY TRUSS
W1 ONE ROW OF 10d
NAILS 6' O.C.
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS45 (1/4' X 4.5') WOOD SCREWS
INTO EACH BASE TRUSS.
ur_vW_I
TRUSS CRITERIA:
r
E END, COMMON
iS, OR GIRDER TRUSS
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24'0 C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
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Foot
St. Jude Blvd.
Fortt Ptesce, FL 3'946
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I FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL 1 STDTL06
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772.409-1010
SECURI
W/(
VALLEY TRUSS
TYPICAL)
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
vv— I rNlL- n
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3' X 0.131' = 10d
2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE PER DETAIL
A'
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
S. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING
6. NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48"0 C.
P r2
SEE DETAIL 'A"
BELOW (TYP.)
BASE TRUSSES
GABLE END, COMMON
TRUSS, OR GIRDER
VALLEY TRUSS TRUSS
TYPICAL)
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WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-0S' 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS #
MAX TOP CHORD TOTAL LOAD = 50 PSF
SYP TO THE ROOF W/ TWO USP
MAX SPACING = 24'0 C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
WS3 (1/4' X 3') WOOD SCREWS
INTO EACH BASE TRUSS
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JULY 17, 2017 `
v.71.;'L_Li vnL.L.L_ 1 1 r.%'`
HIGH WIND VELOCITY)
A-1 ROOF TRUSSES
4451 ST LUCIE BLVD.
FORT PIERCE. FL 34946
772409-1010
ATTAC
WIND DESIGN PER ASCE 7-98, ASCE 74
WIND DESIGN PER ASCE 7-10: 170 MPI-
MAX PFMAXMEANROOFHEIGHT = 30 FEET
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE: 1
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24' O.C. (BASE AND VA
SUPPORTING TRUSSES DIRECTLY LIND ., . -.., .,
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10' ON AFFECTED
TOP CHORDS.
STDTL07
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF -S SPECIES LUMBER.
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
NON -BEVELED
BOTTOM CHORD
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
MAXIMUM 6/12 PITCH NON -BEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
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Fod Pierce, FL 34946
FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772.409.1010
TYPICAL 2X4 L -BRACE
NAILED TO 2X4 VERTICALS
7z; VERT
STUD
SECTION B -B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12
Q VARIES TO COMMON TRUSS
3X4 =
v
DIAGONAL BRACING ** L - BRACING REFER
REFER TO SECTION A -A TO SECTION B -B24' MAX.
NOTE:
1. MINIMUM GRADE OF 112 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP M3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4'-0'OL.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) IOd NAILS THROUGH 2X4 (REFER TO SECTION A -A)
7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240
VERTICAL 2X6 SP OR SPF
STUDP2X4
N2 DIAGONAL
2) DIAGONAL
BRACES
T
AT
1/3 POINTS
BRACE
4) - 16d
3.8.10
NAILS16d NAILS
11.1.13
SPACED 6' O.C.
2) IOd NAILS
3.3.10
INTO 2X62X6 SP OR
9-1045
SPF M2
2X4 SP OR
2-66
SPF M2L HORIZONTAL
8-1-2
NAILED TO
12' O.C.
RTICALS
SECTION A -A W/(4) - 10d NAILS
PROVIDE 2X4 BLOCKING BETWEEN
THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) Bd NAILS MINIMUM,
PLYWOOD SHEATHING TO
2X4 STD SPF BLOCK
12' MAX.
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10.10d AND 16d NAILS ARE 0131'X3D' AND 0131'X35' COMMON WIRE NAILS
RESPECTIVELY.
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIE/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4 DIAGONAL
L - BRACE BRACE
MAXIMUM STUD LENGTH
2) DIAGONAL
BRACES
T
AT
1/3 POINTS
2X4SP#3 STUD 12'O.C. 3.8.10 5$11 6--111 11.1.13
2X4 SP #31 STUD 16' O.C. 3.3.10 4.912 66.11 9-1045
2X4SP#3 STUD 24'O.C. 2-66 3.11-3 5.4.12 8-1-2
2X4 SP A2 12' O.C. 3-10-15 5-0-11 66.11 11-8-14
2X4 SP #2 16' O.C. 3-0-11 4-912 6.611 10.8-0
2X4 SP A2 24' O.C. I 3-1.4 3.11.3 62-9 93.13
DIAGONAL BRACES OVER 6' - 3- REDUIRE A 2X4 T -BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH IOd NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
90'/. OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF 82 OR SP 112.
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE :160 CONNECTION OF BRACING IS BASED ON MWFRS.
ROOF
SHEATHING
2) - IOd
NAILS
TRUSSES 9 24' O.C.
2X6 DIAGONAL BRACE
SPACED 48' OL. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
SEE SECTION A -A)
END WALL
DETA
FEBRUARY 17,2017I
T
WITH
2X1
RACEEON Y
IL I STDTL09
VOTES:
f -BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINE
IS IMPRACTICAL. T -BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T -BRACE / I -BRACE WEBS TE
ONTIN000S LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772.409-1010
NAILING PATTERN
T -BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2XB 10d 6' O.C.
NOTE- NAIL ALONG ENTIRE LENGTH OF T -BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
SPACING
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1
1
2
2X3 OR 20 2X4 T -BRACE 20 I -BRACE
2X6 2X6 T -BRACE
2X6
2X6 I -BRACE
2X8 2X8 T -BRACE
2X6 I -BRACE
2X8 I -BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 20 2X4 T -BRACE 2X4 I -BRACE
2X6 2X6 T -BRACE 2X6 I -BRACE
2X8 2X8 T -BRACE 2X8 I -BRACE
T -BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I -BRACE
NAILS
WEB
T -BRACE
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
AA ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34846 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
772-409.1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
INSERT VOOO SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH VEB WITH (3) - 10d SCAB WITH (3) - IOd
TO TOP CHORD NAILS (0131' X 3) NAILS (0131' X 3). ATTACH TO VERTICAL
I
BWITH
LS(
013))
X 3NI3
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
USE METAL FRAMING J Z ATTACH TO VERTICAL
ANCHOR TO ATTACH WEB WITH (3) - 10d
TO BOTTOM CHORD NAILS (0131' X 3)
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
2) - 10d NAILS (0131'
X 3') IN EACH CHORD
ATTACH TO VERTICAL
SCAB WITH (3) - 10d
NAILS (0131' X 3')
ATTACH TO CHORD
WITH (2) M12 X 3'
WOOD SCREWS
0216' DIA.)
INSERT SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
USE DRYWALL TYPE SCREWS)
TRUSS 2X6 4' - 0' WALL BLOCKING
STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS)
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT,
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - IOd NAILS (0.131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - D' AND FASTEN WITH (12) -
10d NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
FEBRUARY 17, 2017 LATERAL TOE -NAIL DETAIL STDTLl1
A•1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409.1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45• WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SP OF HF SPF SPF -S
o.135
0
1,
ri
131 88.0 80.6 69.9 68.4 59.7
93.5 85.6 74.2 72.6 63.4
162 108.8 99.6 86.4 84.5 73.8
p0
0
ri
128 74.2 67.9 58.9 57.6 50.3
131 75.9 69.5 60.3 59.0 51.1
148 81.4 74.5 64.6 63.2 52.5
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 115:
3 (NAILS) X 645 (LB/NAIL) X 115 (DOL) = 2915 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30° TO 60°
45.00°
A]
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEVS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
0°
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
0°
EE9RUARY 17, 2017 UPLIFT TOE-NAIL DETAIL STDTL12
A•1 ROOF TRUSSES
4451 ST. LUCIE BLVD. .162 72 58
FORT PIERCE. FL 34946
772-409.1010
THIS DETAIL SHALL BE USED FOR A CONNECTION Z .128 49 38 26 25 17
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER O
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
NOTES:
1. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOVER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE-NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 133 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE-NAILS ON 2X4 BEARING WALL
USE (4) TOE-NAILS ON 2X6 BEARING WALL
VIEVS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
NEAR SIDE NEAR SIDE
30'
TOP PLATE
OF WALL
1' FOR NAIL
25' NAIL
FAR SIDE
1-3/16' FOR 3.5' NAIL
SIDE VIEW END VIEW
TOE-NAIL WITHDRAWAL VALUES
PER NDS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
l7
131 59 46 32 30 20
J .
135 60 48 33 30 20
39 37 25
J
128 54 42 28 27 19
F- Z
Z OJ .131 55 43 29 28 19
W
J
L0
148 62 48 34 31 21
J N
Q
Z
120 51 39 27 26 17
131 51 39 27 26 17
148 57 44 31 28 20
FEBRUARY 5, 2016
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TYP 2x2 NAILER ATTACHMENT I STDTLI3
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
1.0X4
Nptll 1 , 2016
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772.409-1010
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
4) 12d
TRUSS 24" O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES [:::
STDTLI4
4) 12d
MAX 30" (
21-611)
2x6 #2 SP (Both Faces)
24" O.C.
SIMPSON H5
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FEBRUARY 17, 2017
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
STDTLI5 • DAMAGED OR MISSING CHORD SPLICE PLATES
TOTAL NUMBER MAXIMUM FORCE (LBS) 15% LOAD DURATION
OF NAILS EACH X
SIDE OF BREAK (INCHES) SP OF SPF HF
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772.409.1010
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' D.C. AS SHOWN (131' DIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
1.0% X
Z.
lS,(
Q1
rti2
I BREAK
lie
10d NAILS NEAR SIDE • roN
TRUSS CONFIGURATION10dNAILSFARSIDE
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
X' MIN
6' MIN
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS VILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH ND MORE THAN THREE BROKEN MEMBERS.
2X4 2X8 2X4 ZX6 2X4 2X8 2X4 2X6 2X4 2X6
20 30 24' 1706 2559 1561 2342 1320 1880 1352 2028
26 39 30' 2194 3291 2007 3011 1687 2546 1738 2608
32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767
44 66 48' 3657 5485 3346 5019 2829 4243 2898 4347
FEBRUARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTL16
A•1 ROOF TRUSSES
4451 ST. LUCIE BLVD
FORT PIERCE. FL 34946
772409.1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 115
SPACING: 24' D.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2X -SCAB (MINIMUM 82 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON VIRE NAILS (148' DIA. X 3') SPACED 6' O.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24'
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
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Hodroatsl(> 3501)
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REVISED STAIR OPE14ING/CLOSET ABOVE
01 lZ/09/201 R STAIRSL - a'
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It Is understood that above
conditions have been reviewed APPROVED s g tan! = -
6 ale acceptable3 - -ji:! e
fabrication t trusses. APPROVED AS NOTED e a s
elevatlo Overhangs, oveas,
fascias.txillnp
REVISE AND RESUBMITfasda
elevationslpilches, bearing
Iddon d all detae pertaining
REIFIED
O this truss placement plan. No s s a
back charges mill be accepted
without previous wm en
DATE
approval from an A-1 Roof+'- aT::3 s
TN558a representative. REVIEWED BY i + y=s
PLAN DATE ARCH: -/-/-'- STRUCT: Laa4 !
e -
a=3CUSTOMERRYANHOMES
Is11`
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OPROxts) -.Z.,
COMMNTY a v a ? a ?
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TYPE • 3 .
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DATE 09/29/2017 sZST1: a c - +
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AFLORIDA CORPORATION
Ph 772.409-10101 Fax 772409.1015 . a = S - Z 9p + h:lplA~e Ifruss tom
REQUEST FOR TUG & PREPOWER AGREEMENT
i ALL RESIDENTIALTROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date*
Project Name: Kensington Reserve
Project.Address: qJ
Building Permit #:I li Z3 Electrical Permit #
V
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCI outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Robert Lattanzi - Ryan Homes
Print N e f Owne /Te
Signature of0105_r/Tenant
JURISDICTION EMPLOYEE NAME:
Robert Lattanzi - Ryan Homes
Print Nam en. Co tra
Signature of Gen. Contractor
CBC1257565
Gen. Contractor License #
Scott L Easterbrook - Palmer Electric
Print Name of El. Contractor
ignature of El. Contractor
EC0003096
El. Contractor License #
JURISDICTION:
CALLED INTO: o Progress Energy o Florida Power and Light on
Rev. 02/10/15)
N
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: 18-2387
Parcel ID Number. 17-20-31-5VC-0000-1170
1111111111111111111111111111111111111111
GRANr MALOY SEMINOLE COUNTY
CLLI;K. OF CIRCUIT COURT t, COMPTROLLER
BK 9181 P3 696 (1Pss)
CLERK'S 4'2018086610
RECORDED 07/26/2018 08e54:47 All
RECORDING FEES $10.00
RECORDED BY hdevure
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided In this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
Lot # 117 of Kensington Reserve 3895 Crawley Down Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name: NA
Address:
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number. 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
S. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA
Address: Amount of Bond:
S. LENDER: Name: Phone Number.
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Dayna Mitchell Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition, Owner designates of
to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE TIIIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Dayna Mitchell Assistant Secretary
SI of Owner or Lessee, or Owner's or Lessee's (Print Name and Protide Signatory's Tide/Ofta)
Authorized OMcer/Director/Pmtner/Maneger)
state of Florida County of Oranae
The foregoing Instrument was acknowledged before me this 9L4 day of
by ' Dayna Mitchell
Name of person maldng statement
who has produced Identification 0 type of Identification produced:
g•"• :: TRACY LEIGH MCDONALD
MY COMMISSION # FF925012
r? EXPIRES October 06.2019
JO/1398.4•b:FruidarlotaNSvvKe:on•
Job Address: 3895 Crawley Down Loop
0_6 "-U
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 8-
Documented Construction Value: $ 91,956
Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-1170 Residential X Commercial
Type of Work: New 19 Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald
Phone: 407-692-9831
Title: Production Admin
Fax: Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC. dba Ryan Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property? :
City, State Zip: Orlando FL 32811
Contractor Information
Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820
Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821
City, State Zip: Orlando FL 32811 State License No.:
Architect/Engineer Information
Name: AB Design
Street: 1441 N Ronald Reagan Blvd
City, St, Zip: Longwood FL
Bonding Company:
Address:
N/A
CBC1257565
Phone: 407-774-6078
Fax:
E-mail: brian@abdesigngroup.com
Mortgage Lender: N/A
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Ar5/17/2018
Signa f ant Date
Tracy McDonald
Print Owner/Agent's Name
5/17/2018
Signature of Notary -State of Florida Date
o.
ar ue% MFAGAN LYNNE FOWLER
my COMMISSION # GG 083253
EXPIRES: January 17,2021
ys)'*
OF T1 goaded Thru Budget Notary S8r"
5/17/2018
Signatu fC n or/Agent Date
Tracy Mc onald
Print Contractor/Agent's Name
5/17/2018
Signature of Notary -State of Florida Date
F
t4f?Uel MEAGAN LYNNE FOWLER
COMMISSION # GG 083253
LOW
MY
EXPIRES: January 17,2021
1;0F F%OP Bonded Thru Budget Notary SeMoes
Owner/Agent is _ x Personally Known to Me or Contractor/Agent is x Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes[] No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
114 6r7 WASTEWATER:
FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
SXRFORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Tracy McDonald Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com
Property Address: 3895 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-1170
Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com
The reason for the flood plain determination is:
0 New structure Existing Structure (pre -2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
W
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 18-2387
Reviewed by: Michael Cash, CFM Date: June 13, 2018
A I l, I Application for Paved Driveway, Sidewalk or
WalkwayVIncluding Right -of -Way Use & 9
1877- Landscaping in Right -of -Way
www.sonfordn.gov
Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone: 407.688.5140 Fax: 407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or •
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a •
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the •eo..ear.ENolrt
size and location of the existing right -0f -way and use shall be provided or application could be delayed. C11Il11isfMrtitift
1. Project LocatioNAddress: 3895 Crawley Down Loop, Sanford, FL 32773
2. Proposed Activity: Z Driveway
3. Schedule of Work: Start Date
Walkway Other:
Completion Date
4. Brief Description of Work: Construction of New Single Family Home
This application is su itted by:
Property Owner.
Signature: Print Name: Tracy McDonald
Address: 4307 and Rd #H-20 Orlando, FL 32811
Phone: (407) 692-9831 Fax.
F] Emergency Repairs
Email: trmcdona@nvrinc.com Date: 05/17/2018
Maintenance Responsibilities/Indemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installationAmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor•s expense and, if necessary, file a lien on the
Requestor's property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right-of-way.
I have
Signature:
Pre -pour Inspection by:
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
the above statement and by signing this application I agree to its terms.
Date: 05/17/2018
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection.
Date:
Official Use Only
Fee: Date:
Date:
Date:
Date: 6
Date:
November 2015 ROW Use Driveway pill
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 51 ) $
I hereby name and appoint: Tracy McDonald
an agent of. NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attomey-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
O The specific permit and application for work located at:
Street
Expiration Date for This Limited Power of Attorney:
License Holder Name: Robert Lattanzi
State License Number:
Signature of License H
May 20,2018
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this n day of
200 18, by Robert Lattanzi who is m I. o
or o who has produced as
identification and who did (did not) take an oath.
Notary Seal)
Al Pilo,mEACAN LYNNE FOVILER
MY COMMISSION # GG 063253
EXPIRES: January 17.2021
F oe S.MW TAN lW"I Notary SWANS
Rev. 08.12)
Signature
Mf"AN Fowv6R
Print or type name
Notary Public - State of _
Commission No.
My Commission Expires:
SQ.FT. CALC.'S
16T RLR LIVRIG 904 $a FT.
2ND FM LIVM 1710 aQ FT.
TOTAL L"a 7114 60. RT.
ENTRT 40 64 FT.
GARACs£ 449 SG FT.
LANAI 260 6Q FT.
TOTAL 7,973 6G FT.
aaPnelr A10 QIOD141 0Iola wo O opo use
ia1141B7v06 f
ORL 1 maw 11IRM
am O"Im
1 L4
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3A If 2'1711 4 a w -303r
35 TI 2s >!II s =W -3U6
3 33 f77A EN s 21131-34D0
4 W 60306W 6 763V-3530
WIND DESIGN CRITERIA
A. BASIC UNND SPEED MPII (3 SECOND GUST)
VLLT. L501 VAS0.116 MPA
CL PTIOR44L P11Ca0U1Q C08PIcaw.. b
C. RISK CATF Y -M -E If
O. E)0 OO PQ CAT83ow O
Noma
VALUES FOR C4eQ-CN :TRS 4 CLADDPI6 PF'E66URE ARE BASH ON
TM VA OE64M ORO 6P®. iBCR STN ED. (2017) ALL 7FE6E
F MOGLFM TO 66 MULTIPLIED BY OL TO TEET ME ALLOWABLE OR
NOMPIAL TESTED VALUE$ USED BY PR=JCT NANFACTI/MRS.
rulelFR= TO CMV" PETAL ATW OI ALL FRMM PE'®L7 70 RM Ire Rdl
K=01113E RPRITL37 AO WOW W T30RAIE' A 18171E IRAI® NVAT
3 Vt'
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A CABINET SECTION
P6 PI. POdT W . Pt I°T13T W 1D.
CAF-- --WMIOT•Ii
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COUMLIDIH
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a. W_m.
O
21'-4'
FIRST FLOOR PLAN
SCALE, 114 . r-0• ELEvancN c
AECRITECTS
Groin
L-1 W RONALD 01EMM IDM
towMooD. rt 37M
bftov a
AA 0 0003$
I
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KENSINGTON
RESERVE
LOT #117)
IODSIA
LARGO
VEMON#O1)
P'Mojm
2997.000
PAGID
FLOOR PLAN
ELEVATION -C"
EDC)
DATM 3/28/18
8CAla 1/4'=1'-0"
BID=
3 or ( 9
1
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a. W_m.
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FIRST FLOOR PLAN
SCALE, 114 . r-0• ELEvancN c
AECRITECTS
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towMooD. rt 37M
bftov a
AA 0 0003$
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KENSINGTON
RESERVE
LOT #117)
IODSIA
LARGO
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PAGID
FLOOR PLAN
ELEVATION -C"
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DATM 3/28/18
8CAla 1/4'=1'-0"
BID=
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FVISUMOOWR
a L• 404W am Titmloo
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2 6 aFi S 2p6S/dT161"
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4 0 S ZUSF-310
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D 7 S AOS/ -317810
6 6 M 4 2"51 -XM
WIND DESIGN CRITERIA
A BASIC WO SPEED 1'0-14 (3 SECOND GUST)
VUL7.(50 / VA50.116 M -M
01 WEPWAAL PIRSSIM C4B47COR•. JO
6 RM CATB30RY.77M 11
D. EX -CO RE CATEGCRY O
NOTE.
VALUE6 FOR CCPIDC EMS T CLAW" FIREAMME dila BAs ON
TWE v41t DESIW WHD SPUD, FBCR. 61M W. CC") ALLO06 TMESE
FRESSU1IE0 TO 13E MLTIFLMD BY Ob TO P'IET TWE ALLMAME Ort
NOMMAL TESTED VALUES USED BY Fla= T MAFAFAGTURER56
11016tF WM TP OMM" WALLATION OI ALL WA1Mi 4@W*T-O FR?I TIE FMSU
ILo ILL M pIMYM OO 71EAT®d'OIOW A IDi7fIE TRAM "AY
SECOND FLOOR PLAN
WAX, V4 . I'-VELEVATION-.C"
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4 oar 9
5/17/2018 SCPA Parcel View: 17-20-31-5VC-0000-1170
1
crn Proper y Record Card
lrpv Parcel: 17-20-31-5VC-0000-1170
n,a Property Address: 3895 CRAWLEY DOWN LOOP SANFORD, FL 32773
Parcel Information Value Summary
Parcel 17-20-31-5VC-0000-1170
Owner(s) BRISSON WEST PROJECT I LLC
Property Address 3895 CRAWLEY DOWN LOOP SANFORD, FL 32773
Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038
Subdivision Name KENSINGTON RESERVE
Tax District S1-SANFORD
DOR Use Code 00 -VACANT RESIDENTIAL
Exemptions Just/Market Value "
P a° 's 118
Ilk
O77
M 7
76:,
116
77
Legal Description
LOT 117
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
CO
Taxing Authority
2018 Working
Values
2017 Certified
Values
Valuation Method Cost/Market
Number of Buildings 10
Cost/Market
0
Depreciated Bldg Value i
EstimatoSaveOurHomesSavings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Depreciated EXFT Value
Land Value (Market) 1 $52,000
0
14,000
Land Value Ag
52,000 0
Just/Market Value " 52,000 14,000
Portability Adj
52,000
County Bonds
Save Our Homes Adj Iso 0
Amendment 1 Adj 0 0
P&G Adj
Assessed Value
Iso
1 $52,000
0
14,000
Taxing Authority
Tax Amount without SOH: $266.58
Taxable Value
Land Value
2017 Tax Bill Amount $266.58Z6.1
Seminole County
122Tax
115
EstimatoSaveOurHomesSavings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
GIS
I $52,000 0 52,000
Taxing Authority Assessment Value Exempt Values Taxable Value
Land Value
County General Fund 52,000 0 52,000
Schools I $52,000 0 52,000
City Sanford 52,000 0 52,000
SJWM(Saint Johns Water Management) 52,000 0 52,000
County Bonds I $52,000 0 52,000
Sales
Description Date Book Page Amount Qualified Vactimp
No Sales
Find ComparaWiii, Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT I 0.001 0.001 1 1 $52,000.00 $52,000
Building Information
Permits
Permit t/ Description Agency Amount CO Date Permit Date
http://parceidetaii.scpafl.org/ParceiDetailinfo.aspx?PID=l 720315VC00001170 1/2
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR -DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10
10
Form board / Foundation Survey
10
Temporary Underground Power (TUG)
Slab / Mono Slab Pre our
20
1000
Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
REVISED: June 2014
Address:
ELECTRICAL PERMIT
Min Max Ins ection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
MECHANIGAL PERMI w; ..
vw .s..w+,+ wW .
i ;.' •C
1
Yz'rrt j.a.H;.i•. l;:;Y
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
E
Min Max Inspection Description
10 Plumbing Under round
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
MECHANIGAL PERMI w; ..
vw .s..w+,+ wW .
i ;.' •C
1
Yz'rrt j.a.H;.i•. l;:;Y
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
Z
t31'
CITY OF SANFORD
MAY 1 3 2018 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
iJ
Application No: 19- 6_13$-1
Job Address: 3895 Crawley Down Loop
Documented Construction Value: $ 2N6
Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-1170 Residential X Commercial
Type of Work: NewEA Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title: Production Admin
Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC, dba Ryan Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property? :
City, State Zip: Orlando FL 32811
Name NVR, Inc, dba Ryan Homes
Street: 4307 Vineland Rd # H-20
City, State Zip: Orlando FL 32811
Contractor Information
Phone: 407-692-9820
Fax: 407-692-9821
State License No.: CBC1257565
Architect/Engineer Information
Name: AB Design
Street: 1441 N Ronald Reagan Blvd
City, St, Zip: Longwood FL
Bonding Company:
Address:
N/A
Phone: 407-774-6078
Fax:
E-mail: brian@abdesigngroup.com
Mortgage Lender: N/A
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised- June 30, 2015 Permit Application
a -
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
5/17/2018
Signa f ent Date
Tracy McDonald
Print Owner/Agent's Name
5/17/2018
Signature of Notary -State of Florida Date
o rylY v Bt MEAGAN LYNNE FOWLER
a MY COMMISSION # GG 063253
EXPIRES: January 17.2021
f4OFF Bonded Thru audpt Notary So"06
4 9el_ 5/17/2018
Signatu C nt or/Agent Date
Tracy
I—
Y,ald
Print Contractor/Agent's Name
l f 5/17/2018
Signature of Notary -State of Florida Date
r4Y POe MEAGAN LYNNE FOWLER
F *
MY COMMISSION # GG 083253
EXPIRES: January 17.2021
r"OF f l.d' Bonded Thru Budget Notary Services
Owner/Agent is x Personally Known to Me or Contractor/Agent is X Personally Known to Me or
Produced ID Type of ID Produced ID Type of 1D
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building® Electrical [1 Mechanical [( Plumbing[; Gas Roof
Construction Type: \i(.5 Occupancy Use: j, L,j Flood Zone: X S eZ
Total Sq Ft of Bldg: 2-9 23 Min. Occupancy Load: # of Stories: Z
New Construction: Electric - # of Amps Z4bk 7,eQQ Plumbing - # of Fixtyres 12
Fire Sprinkler Permit: Yes NoE?- # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: 18 UTILITIES: - WASTE WATER:
ENGINEERING: OTC– (0' i 3 -16 -FIRE:
11
COMMENTS Ok to construct single family home
I-,
with setbacks and impervious area
shown on plan. IA19.010 `P-
LQugo %k- C. (xf-
Revised June 30, 2015 /
i
BUILD G . L
Permit Application
ECEIVE
AUG 0 2 2018
CITY OF SANFORD
Br BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
2oDocumented
Construction Value: $
Job Address:J
l`-
1 5 N(4)1&Oa, In Lt-W_Historic District: Yes No
Parcel ID: Residential Commercial
Type of Work: NeugAddition 1:3 Alteration El Repair Demo Change of Use Move
Description of Work: _kf
Plan Review Contact Person:
Phone: Fax: Email:
Title:
Property Owner Information
Name &( Phone:
t_, -
c
Street: 4 0 / Resident of property? :
City, State Zip: t' IQ /' dr) 3
Contractor Information
Name Oi Me 1? Myi l i , d Phone: Lk l _ (rel log - TL
Street: 87 , CK,(v-n & Fax: 40(vl- 17 - ?(5 I
City, State Zip: VVI LIEr' 1 -(a -&L LJ 7X 1 J State License No.:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, bodtrs, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'' Edition (2014) Florida Building Code DO
Revised: lune 30. 201 S Permit Application
10 (
y
1
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of pen -nit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
59nature of Contractor/Agent Date
SQijN sjer %rcoK
P ' t Contractor/Agent's Name
mn un r ,1 :4
t p-State ofFlorida DateSignap1Notary
o PAMELA S TERNUSik
Commission p GG 110622
N+;
j
F.o`
TOFF%P
Expires August 7, 2021
WndvdTr- audpctNotary $amcea
Owner/Agent is Personally Known to Me or Contractor/Agent is 4 Personally Known to Me or
Produced 1D Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical C] Plumbing[] Gas[] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE:
COMMENTS:
Revised: June 30, 2015
BUILDING:
Permit Application
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 3
Application Number . . . . . 18-00002387 Date 8/02/18
Property Address . . . . . . 3895 CRAWLEY DOWN LP
Parcel Number . . . . . . . . 17.20.31.5VC-0000-1170
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Phone Access Code 1068436
Permit pin number 1068436
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 221 SSB FOOTER/SLAB STEEL BOND
20 212 ELO1 ELEC ROUGH
20-1000 216 TUGP TEMPORARY UNDERGROUND POWER
1000 213 EL02 ELECTRIC FINAL _/_/_
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 18-00002387 Date 8/02/18
Application pin number . . . 469409
Property Address . . . . . . 3895 CRAWLEY DOWN LP
Parcel Number . . . . . . . . 17.20.31.SVC-0000-1170
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 314508
Application desc
noc on file
Owner Contractor
RYAN HOMES RYAN HOMES
4307 VINELAND RD H20
ORLANDO FL 32811 ORLANDO FL 32811
407) 692-9831 (407) 692-9820
Structure Information 000 000 ----------------------
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone NONE
Other struct info . . . . . ELEC - # AMPS 200.00
PLUMBING FIXTURES 15.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 2923.00
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Phone Access Code 1068436
Permit pin number 1068436
Sub Contractor PALMER ELECTRIC COMPANY
Permit Fee . . . . 80.00
Issue Date . . . . 8/02/18 Valuation . . 3869
Expiration Date . . 1/29/19
Qty Unit Charge Per Extension
200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrichosanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00
01-APPLCTN FEE -BUILDING 25.00
01-APPLCTN FEE -PLUMBING 25.00
01 -BLDG PLAN REVIEW 1170.00
02 -CURB CUT/DRIVE - S/F 40.00
01 -FIRE IMP -RS 9-2017 383.81
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
JV
Ift
Job Address:
Parcel ID•
Type of Work: Nei
Description of Work:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
660 CJ
G Yl Documented Construction Value: $ .
U
Historic District: Yes Nyf
Residentity Commercial
Addition Alteration Repair Demo ange of Use Move
NumbingNew Residential Construction
Plan Review Contact Person: Jamie Blackwell
Phone: 407-323-7515 Fax: 407-323-8954
Title: Clerical
Email: info@ani-orlando.com
1 1,,
Property Owner Information
Name 9 H 3 1'i'1 IIS > Phone:
Street: Resident of property? : d
City, State Zip:
Name Advantage Plumbing, Inc.
Street: PO Box 1117
City, State Zip: Sanford, FL 32772
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Contractor Information
Phone: 407-323-7515
Fax: 407-323-8954
State License No.: CF-CO57881
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical 'work, plumbing, signs, wells, pools,
furnaces, boilers, beaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code
Revised June 30, 2015 Permit Application
N011 BC : In addition to do requirements of this permit, then: may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other govemmentd entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lion Law, FS 713
The City of Sanford requires payment of a plan review fee at the time ofpermit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
sipsattae of Owner/Agest Dm
Print Awer/Agent's Name
siomb—OfRo-ft-suteRnori& Date
Owner/Agent is Personally Known to Me
or Produced ID Type of ID
S*Uwe
A. 7bcmta Smit t
Name
1K
VC
NOTARYPUBLIC
STATE OF FLORIDACorwWGt31Explfes82112021
Contracor/Agent is X Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrics]
Construction Type:
Total Sq Ft of Bldg:
Mecbanical Plumbing Gas Roof D
Occupancy Use:
Min- Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes No
WASTEWATER.
BUIE DING:
Revived: luau 30,201 S
Permit App&ation
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
r7ApplicationNo: U - 3L n
Documented Construction Value: S 15 F U
J
Job Address: Historic District: Yes No
Parcel ID: ResidentiaQ Commercial L
Type of Work: New-. Addition(( Alteration 1111 -Repair Demo Change of Use Move
Description of Work::Jr%- 11l:c,nn n ifAC tiJ n IJJe.
Plan Review Contact Person: KWag"I I ti1i.1/S Title:
Phone: `k-1Fax:tt.OZ-333-325_:5 Email: hVQC Ly. Cam
Prope y Owner Information
Name VA Phone: Ail 4
Street: LIES10 P7
1 ,/
Resident of property? : E46
City, State Zip: C)I- l.A GL
JC
ontractor Information
Name I -A-. tt' Phone: q0 Z- g r5 - 30U
Street: (531 O Isco Fax: - S'J3
City, State Zip:E R State License No.: 9'
Name:
Architect/Engineer Information
Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"Edilion (2014) Florida Building Code
D
Revised: June 30, 2015 Permit Application 12 .
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will
be done in compliance with all applicable laws regulating construction and zo ' g.
Signature of Owner/Agent
Print Ownu/Agent's Name
Date
Signature of Notary -State of Florida Date
of Contractor/Agcnt
P01 Contractor/A lb Name ¢
Oka Ia- v ki,
Signature of No ry-State o Florida
CHERYL D AKERS
MY COMMISSION # FF998962
EXPIRES June 05. 2020
I 407)3"-0153 nw."Nomoyse wit x0m l
Owner/Agent is Personally Known to Me or Contractor/Agent is _Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
COMMENTS:
Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
STATEWIDE :
DEL -AIR
State Cert CAC032448
1-888-831-2665
HEATING - AIN CONDITIONING
JASMINE COVE VERSION I OPT
LUXURY OWNER'S SUITE 3.0 15.0 3 4,604.00
JASMINE COVE VERSION I OPT
SITTING RM 3.0 15.0 3 4,509.00
LARGO 3.0 1.5.0 4 5,530.00
LAUDERDALE 3.5 15.0 3 4,878.00
LAUDERDALE OPT BONUS 5.0 15.0 3 6,733.00
LAUDERDALE OPT BONUS BATH 5.0 15.0 4 6,818.00
LAUDERDALE OPT BONUS BDRM 5.0 15.0 4 6,929.00
PALMDALE 2.0/2.5 15.0 4 8,029.00
PONTE VEDRA 2.5 15.0 3 4,712.00
SANDPIPER POINT VERSION 2 3.0 15.0 2 4,250.00
SANDPIPER POINT VERSION 2 OPT
I ST FL BDRM/BDRM 5 3.0 15.0 3 4 389.00
SANDPIPER POINT VERSION 2 OPT
LUXURY OWNER'S SUITE BATH 3.5 15.0 3 4,901.00
SANDPIPER POINT VERSION 2 OPT
OWNER'S BATH 3.0 15.0 2 4 295.00
SANDPIPER POINT VERSION 2 OPT
SITTING RM 3.5 15.0 2 4,665.00
SANDPIPER POINT VERSION 2 OPT
STUDY 3.0 15.0 2 4,333.00
SANIBEL VERSION 1 2.0/2.5 15.0 4 8,098.00
SANIBEL VERSION I OPT 1 ST FL
BDRM 2.5/2.5 15.0 5 8,750.00
SANIBEL VERSION 1 OPT BATH 2 2.0/2.5 1.5.0 5 8,273.00
SANIBEL VERSION I OPT GUEST
SUITE 2.5/2.5 1.5.0 5 8,406.00
SANIBEL VERSION I OPT MORNING
RM 2.5/2.5 15.0 4 8,455.00
SANIBEL VERSION 1 OPT STUDY 2.0/2.5 15.0 4 8,200.00
SANTA ROSA 3.5 15.0 4 5,496.00
SANTA ROSA OPT BDRM 4 3.5 15.0 4 5,526.00
SANTA ROSA OPT MORNING RM 3.5 15.0 4 5,600.00
SANTA ROSA OPT .STUDY 3.5 15.0 4 5,581.00
SAWGRASS 3.5/2.0 15.0 4 9,232.00
SAWGRASS OPT I sr FL SUITE 3.5/2.0 15.0 5 9,485.00
SAWGRASS OPT 2'''r' I --L EXTENSION 3.0/3.0 115.0 5 9,725.00
SAWGRASS OPT BATH 2 3.5/2.0 115.0 5 1$9,288.00
SAWGRASS OPT BONUS BDRM 3.5/2.0 115.0 4 1$9,222.00
CI.I41.1 LU'd4'\r•n!2JJJ
11117,0.13 4•004
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS-SIDEWALK 407.688.5080
Page 2
Application Number . . . . . 18-00002387 Date 8/22/18
Application pin number . . . 469409
Other Fees . . . . . . . . . 01-FIRE IMP-RS 9-2017 383.81
O1-LIBRARY IMPACT FEE 54.00
O1-PARKS IMP-RS SINGLE 17 1103.95
O1-POLICE IMP-RS 09.1.17 384.82
O1-SEM CNTY RD IMPACT FEE 705.00
O1-PLUMBING REINSPECT 35.00
O1-PLUMBING REINSPECT 35.00
O1-SCHOOL IMPACT FEE 9000.00
WD IMPACT:SINGLE FAMILY 1343.00
SD IMPACT:SINGLE FAMILY 3025.00
O1-BLDG DCA SURCHARGE 40.40
O1-BLDG DBPR SURCHARGE 57.63
Fee summary Charged Paid Credited Due
Permit Fee Total 110.00 00 .00 110.00
Other Fee Total 17477.61 17448.58 .00 29.03
Grand Total 17587.61 17448.58 .00 139.03
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 3
Application Number . . . . . 18-00002387 Date 8/22/18
Property Address . . . . . . 3895 CRAWLEY DOWN LP
Parcel Number . . . . . . . . 17.20.31.5VC-0000-1170
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Permit . . . . . . MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1072719
Permit pin number 1072719
Required Inspections
Phone insp
Seq Insp# Code Description Initials Date
10 409 MHO1 MECHANICAL ROUGH IN
1000 410 MH02 MECHANICAL FINAL _/_/_
UNIVERSAL UES Project No:
90110.
3966
700732.0000
Workorder No: 9396678-1
ENGINEERING SCIENCES Report Date: 08/11/2018
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services - Materials Testing - Threshold Inspection
Building Code Administration, Compliance Inspection & Plan Review ^ ^
3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 /0- 7('-J I
Client: Ryan Homes
4307 Vineland Road, Suite H2O
Orlando, FL 32811
Project: Kensington Reserve, House Lot Testing
3998 Brisson Avenue, Sanford, Seminole County, FL 32773
Area Tested: Residential House Pad, Lot 117
Material: Fill
Reference Datum: 0 = Top of Fill
Hand Auger Borings:
Location of Auger Borings: Center
Was Building Pad Staked: Y
Depth of Watertable Below Grade: N/A
Borings Terminated 2 Feet into Native Ground? N
Number of Locations: 1. Depth of Each Boring: 7.00
UES Technician Sammie Edwards
Date Tested 08/06/2018
Type of Test:
Field: ASTM D-2937 Drive Cylinder Method
Laboratory: ASTM D1557 Modified Proctor
0-6', Brown to Tan Sand; 6-7', White to Brown Sand
Unsuitable Soils: Laboratory Test Results:
Were unsuitable soils encountered: N Organic Content; N/A Moisture Content: N/A
Samples Obtained: N Should Material be Removed: N/A
In -Place Density Test Report
I
The tests below meet the 95% minimum compaction requirement.
Test
No. Location of Test Range
Maximum
Density
pcf)
Optimum
Moisture
M
Field Dry
Density
pcf)
Field
Moisture
N
Soil
Compaction
Pass
or
Fail
1 Northwest Corner of Pad 0-1 ft 105.4 12.2 106.5 6.3 101 Pass
2 Southwest Corner of Pad 1-2 ft 105.4 12.2 107.0 8.6 102 Pass
3 Southeast Corner of Pad 1-2 ft 105.4 12.2 105.3 8.0 100 Pass
4 Northeast Corner of Pad ft 105.4 12.2 108.2 4.9 103 Pass
5 ICenter of Pad 2-3 ft 1 105.4 1 12.2 1 104.3 7.5 99 Pass
Remarks: Footings were not excavated at time of testing.
3895 Crawly Down Loop
This testing covers the house pad only Pool and deck areas were not included in this study, these items can only be tested as they are constructed
Please nobly us in the event you wish us to lest pool subgrade and bacldill.
This item has been electronically
Signed and sealed by Manuel
Irizarry, using a Digital signature.
Printed copies or this document are
not considered signed and sealed
and the signature must be venfied on
any electronic copies
If you have any questions, please do
not hesitate to contact the signor or
Liz Naranjo (extension 23134).
Sincerely,
universal Engineering Sciences, Inc.
COA No. 00000549
Manuel
Irizarryw. aro
2018.08.13
10:36:46
ion"E -04'00'
Manuel Irizarry, P.E., M.E.C.E.
Sr. Project Engineer -Construction Svcs
STATE OF FLORIDA
Professional Engineer No. 81510
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and
authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Page 1
DESCRIPTION AS FURNISHED: Lot 117, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: Ryon Homes/NVR Inc.
S 40'13'15 " W
40.00'
TRA" iLOT122
POND-D
i
41.s0'
LOT 117
47.50
5.00' 30.0'
a
a
FORMBOARD FOUNDATIONV C-1
to
LOT 116
ti TOP OF FORMS • 71.83'
LOT 118
5.00'
8.7'
bd
21.3'
5.00'
3s.5o'
L
0' 25.50'
10' URL ESNT.
P.0r
Vol153.00_-
S 40.13!5" W ma)
40.00'
CRA XLEY DOXY LOOP
50' PRIVATE
PROPOSED • FWSHED SPOT GRADE ELEVATIONS
BUILDING SETBACKS. AS NRNISHED
PER DRAINAGE PIANS
FRONT . 75
PLOT PLAN AREA GLCULAIIONS REM . 20'
PROPOSED DRAINAGE FLOW / IMPERVIOUS COVERAGE • 2.1183 SOWRE FEET OR 46.DX SIDE • 5' FOR 40' LOTS
LOT GRADING TYPE A LOT CONTAINS 4,6003 SQUARE FEET SIDE . 7.5' FOR 60' LOTS
PROPOSED FINISH FLOOR PER PIANS • 31.8' LIVING AREA CONTAINS 1.3533 SOWRE FEET SIDE 10' FCR 75' LOTS
CONC RCH CONTAINS 7653 SQUARE FEET SIDE STREET . 25'
CRUSEMMEYER-SCOTT & ASSOC., INC. - LAND SURVEYORS
w.T ram . rWR a LO[
5400 E. COLONIAL DR. ORLANDO. FL. J2807 (407)-277-3272 FAX (407)-658-1178
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ZONE x IMP / 121 17000001 (09-28-07)
W. score. Ls / A6o/
38 45
A-1 ROOF
TRUSSES
A FLORIDA CORPORATION
November 30, 2016
Re: Web Lateral Bracing
To Whom It May Concern:
2 38
Refer to each individual truss drawing for bracing requirements. All lateral web bracing
will be indicated on the individual truss drawing and noted as brace at mid point and or
1/3 points. All bracing material shall be 2x4#2 So Pine with 2-1Od nails at each web
member. See individual truss drawings for T brace material and nailing. See BCSI
1-03 for web bracing reinforcement with diagonals on continuous lateral bracing. In the
event continuous lateral bracing and diagonals can't be installed across a minimum of 3
continuous members the use of T or I bracing can be used in accordance with BCSI
documentation and the provided standard T/1 -Brace details.
Sincerely,
Anthony
Digitally signed by Anthony T.
Tombo, III
DN: c=US, st=Florida, Wort
Plerce, o=Whole House
T To b Engineering, cn=Anthony T. m o, Tombo, III,
email=Anthony.Tombo@when
gineering.netIIIDate. 2016.11.301 SA8:30
0510W
Anthony Tombo, PE, SE, SECB
SERIAL #:
3B BC A2 2100 00 00 00 4C 12 87 DF
4451 St. Lucie Blvd., Fort Pierce, FL 34946
772-409-1010 Office 772-409-1015 Fax www.Altruss.com
BUJItSmart
Built to,live better. PEGE.
Inspection Report
BuiltSmart Sampling BuiltSmart 2 Inspections
Pre -Drywall ^ Final -Inspection 0 Re -inspection
2009 IECC* 2012 IECC* 2015 IECC*
Date: *Cods Cw*itace only tdma to InfJMWw aid Duct t.sakge Tesdns
Community:
Address: a-iS C4a=&AeS: a y, L. = City:C-4A r6CC4
Orientation:State: i. Zip code: Electrical Meter # Gas Meter # '—
Foundation: Slab Crawl Space* Basement** Above Conditioned Space
If Crawl Space: Enclosed Vented Conditioned **If Basement: 50 percent below grade
List all deficient items, general notes, and recommendations (attach additional notes if necessary)
R SR (R -Required; SR -Strongly Recommended)
DO
DD -
OO
00
Additional deficient items are listed on page 2
1. Duct Leakage 8 25 Pascal*:
Total (cfmss) Unconditioned (cfmta) Coad. Area (1112) Total Leakage (%) Leakage to Unconditioned (%)
System 1)1 efm25 - clin2S) _ ft= _ Total to Unconditioned
System 2j cfm2s cfm25] 111{2 Total to Unconditioned
System 3) 1 c1m23 cfm251 y ft2 Tota! to Unconditioned
2. Infiltration CFM50*: V?!jD3_ *'60/ (Finab
T
Cu. Volume ACH50
ASHR41' 0 ¢iron %muallon 7.5001 Person + (l cfm 1100 sG condhioned space)
Sys `Quantity of bedrooms• +i - :l of1wople
7.5 Number of Bedrooms: GNQl[P '%f of Lot:
Total r entilalion needed: = N/A 'LLED
Tiding procedures compliant with 20091ECC R4024.2.1 Envelope and R403.2.2 Dud Leakage and 20121ECC R402.4.1.2 Envelope and R403.2.2 Dud Leakage.
See 1oco1 code offidal and code book for specific parameters)
Inspection Result: E PASS FAIL N/A (Re -inspection Required if Fail is Checked)
Duct Blaster Result: PASS FAIL ' W N/A (Re -inspection Required if Fail is Checked)
Infiltration (Final Inspection): t PASS FAIL N/A (Re -inspection Required if Fail is Checked)
HERS Provider:
HERS Rater Signature:
Builder Employee Signature:
PEG HERS Co. Name: 15Lightyears
lmk /
1
Builder Company Name: Ryan Homes
Date:
PEG LLC
11130 Fairfax Blvd Fairfax, Va. 22030 703-934-2777
1-
15 lightyears, Inc
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
15 lightyears
8 X387
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building
Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing.
The attached forms were provided by the Florida Building Commission as the accepted forms to be
submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical
Assistance Manual, Document Number: TAM -2017-1.0, released February 02, 2018, pages R-78 through
R-80 (page numbers 159-161).
Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM
These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2,
Prescriptive, Performance, and Energy Rating Index (ERI) paths.
We are working with building departments across Florida to standardized the form submittal process and
would like your department to allow these forms to meet compliance. If there are any issues with
accepting these forms, please reach out to me directly and I will ensure that we submit any specific form
that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com
Respectfully,
2
Timothy ith
15 Lightyears, Chief Operations Officer
Energy Technical Advisor
RESNET Quality Assurance Designee
IECC Residential Energy Inspector/ Plans Examiner
Member, Building Officials Association of Florida Member and Code Development Committee
participating member. Also, representative to the Florida Building Commissions, Energy Technical
Advisory Committee for the BOAF- CDC
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance'
2017 Florida Building Code, Energy Conservation, 6th Edition
Copy of License / Certificate of the tester must be attached)
jurisdiction: Permit #:
Job Information
Builder: Community:Vzy-stot:
Address: L=Q Unit:
City: State: CcZip:
Air leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method
OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2.
PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50.
ACH(50) specified on Form R405 -2017 -Energy Colc (Performance) or R406-2017 (ERI): =
J X 60 _ (^nJ2 1 = Method for calculating building volume:
CFM(50) Building Volume ACH(50) O Retrieved from architectural plans
1 PASS (Mechanical Ventilation is not required) • Code software calculated
PASS (with Mechanical Ventilation) O Field measured and calculated
FAIL
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 Inch w.g. (50 Pascals).
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section
489.105(3)(f), (g), or (i) or 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, back draft 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.
S.Heating and cooling systems, if installed at the time of the test, shall be turned off.
6.Supply and return registers, if installed at the time of the test, shall be fully open.
Testing Company
Company Name: 15 Lightyears, Inc Phone: (855)438-1515
1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to the compf nce metho selected above.
Signature of Tester: Date of Test:
Printed Name of Tester: Michael Estrera
License/Certification #: 516874V Issuing Authority: RESNET
Copy of License / Certificate of the tester must be attached)
Duct Leakage Test Report • , I - - -11.-j -
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:
Job Information
Builder: Community: C
ot: `)-
4
Address: Unit:
City: State:Cc Zip:
Duct Leakage Test Results ` ---
rcnA e
System 1
cfm25
System 2
cfm25
System 3
cfm25
Sum of any
additional systems
cfm25
Total of all
systems cfm25
OPrescriptive Method cfm25 (Total)
To qualify as "substantially leak fr e"
kting7
ust be less than or
equal to 0.04 If air handler u it is shandler unit is not
installed, Qn Total must be le th 0.03. This testing
method meets the requ(rbmen s inwith Section R403.3.3.
Is the air handler unit install d d ingYES (Soa) []NO ('.
03)
OPerform e / ERI ethod cfm25 (out or Total)
To qualify using his eth d, Qn must not be greater than the
T = Qn proposed duct le kage Qn specified on Form R405-2017 or R406-2017.
Total of all Total Conditioned
systems Square Footage Leakage Type ected on Form Qn specified on Form R405-2017
R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017
FIPASS
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section
553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes.
Testing Company
Company Name: 15 Lightyears, Inc Phone:. ,. • .. (855) 438-1515
I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to the compliance method selected above.
Signature of Tester: Date of Test:
Printed Name of Tester: Michael Estrera
License/Certification #: 516874V Issuing Authority: RFSNFT
Copv of License / Certificate of the tester must be attached)
a
ti
LL
oA
c
Mt
W
N
W
Certificate of Achievement
THIS ACKNOWLEDGES THAT
Michael Estrera
HAS MET THE STANDARD REQUIRED 6Y RESNET, AS A
CERTIFIED RATING FIELD INSPECTOR
RF I# 51684V
Certification Date: October 20, 2017
Certification Expires: October 20, 2020
2
Tim Smith,
RESNET Quality Assurance Designee
15 1*ightyears
RESNET QA Provider # (1998-199)