HomeMy WebLinkAbout3919 Crawley Down Lp- 18-2851; NEW SFHCOUNTY OF
IMPACT FEE
SEMINOLE
STATEMENT
NUMBER: 18100005 DATE: July 02, 2018
O
STATEMENT
BUILDING APPLICATION #:
BUILDING PERMIT
18-10000593
18-10000593 7NUMBER: 3 Q
UNIT ADDRESS: CRAWLEY DOWN LOOP 3919. 17-20-31-5VC-0000-1130
TRAFFIC ZONE:022 JURISDICTION: pSEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK• TnMv
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: 3919 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
ROADS -COLLECTORS
705.00 1.000 dwl unit 705.00
Single Family
N/A
Housing 00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Single Family
SCHQOLS
Housing 54.00 1.000 dwl unit 54.00
CO -WIDE ORD
Single Family Housing 9,000.00 1.000 dwl unit 91000.00
PARKS N/A
LAW ENFORCE N/A
00
DRAINAGE N/A
00
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 OCCUPANCY 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.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT \
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE ply
0
1
CITY OF SANFORD
JUN 21 i _,3 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
1
Application No:
Documented Construction Value: $
Job Address: 3919 Crawley Down Loop
Parcel ID: 17-20-31-5VC-0000-1130
Type of Work: New X Addition Alteration
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald
Phone: 407-692-9831 Fax:
Historic District: Yes No X
Residential X Commercial
Repair Demo Change of Use Move
Title: Production Admin
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:
Address:
N/A
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: 51h 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 z to .
6/25/2018
Signature of 111<In n Date
Tracy McDonald
PX—
inent's Name
6/25/2018
Stary-State ofFloridaJ&z't1z-- Date
a
WAY
ppe`o
KRISTIN
R ROLAND Commission
A GG 123381 Expires
July 11, 2021 OF
Fl o P
Batded
Tluu Budget Notary S"M Signature
of 6/
25/2018 Date
Tracy
McDonald yPrintConctor/
Agen '
Name 25/
2018 Signature
of Notary -State of Florida Date Pue`
KRISTIN R ROLAND ot,%Y Commission #
GG 123381 Expires
July 11, 2021 B""
Thu Budget Notary swdm 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 [a Electrical®' Mechanical []' Plumbing® Gas Roof Construction
Type: vP> Occupancy Use: Q.3 Flood Zone: X —5 c2' Total
Sq Ft of Bldg: -5I ( 3 4Ce-lid Min.
Occupancy Load: I (,, # of Stories:'F- New
Construction: Electric - # of Amps 049CD Fire
Sprinkler Permit: Yes No K # of Heads APPROVALS:
ZONING: 8 6 UTILITIES: COMMENTS:
ENGINEERINGIWt - `
q' g FIRE: Ok
to construct single family home with
setbacks and impervious area shown
on plan. 1/9. & - r)-p. sum
v e'land- G. Cry Plumbing - #
of Fixtures 21 Fire
Alarm Permit: Yes NoE] WASTE
WATER: BUILDING:
SF E-9- C Revised-
June 30, 2015 Permit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 99,641
Job Address: 3919 Crawley Down Loop
Parcel ID: 17-20-31-5VC-0000-1130
Type of Work: NewEA Addition Historic
District: Yes No X Residential
X Commercial 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: Address:
N/
A 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: 511 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 z.
6/25/2018
Signature of er/A n Date
Tracy McDonald
Print O er/ gent's Name
4(5 j""z 6/25/2018
S a re of Notary -State of Florida Date
aodRY!`e o KRISTIN R ROLAND
MCommisslon
GG 123381
Expires July 11, 2021P
Sw4W Ttw Budget WM &Vib"
Signature
6/25/2018
Date
Tracy McDonald
Print Con actor/Agen ' Name
25/2018
Signature of Notary -State of Florida Date
Y!oi`c
KRISTMRROLANDo1
Commission # GG 123381
y Expires July 11, 2021
oFFboQP BamdadilvvBudgoltiotarySetvbca
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:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures,
Fire Alarm Permit: Yes No
UTILITIES: 1<21-1 4<- 2T•/WASTE WATER:
FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
CITY OF
S.
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: 3919 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-1130
Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com
The reason for the flood plain determination is:
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)
OFFICIAL USE ONLY
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: W 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 `A', the best available information used to
determine the base flood elevation is:
BP# 18-2851
Reviewed by: Michael Cash, CFM Date: July 9, 2018
11 • 1 Application for Paved Driveway, Sidewalk or
V''0L1O1",S Walkwa Includin Ri ht-of-Wa Use & Y 9 9 Y
N -187- Landscaping i11 Right -of -Way
www."nfordfl.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 R„o..nae.below
size and location of the existing right —of --way and use shall be provided or application could be delayed. Callbeoreywdig
1. Project Location/Address: 3919 Crawley Down Loop, Sanford, FL 32773
2. Proposed Activity: X_ Driveway Walkway Other:
3. Schedule of Work: Start Date Completion Date Emergency Repairs
4. Brief Description of work: Construction of New Single Family Home
This application is submitted y:
Property Owner.
Signature:
Address: 4307 Vine d d #H-20 Orlando, FL 32811
Print Name: Tracy McDonald
Phone: (407) 692-9831 Fax: Email: trmcdona@nvrinc.com Date: 06/25/2018
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 installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stonnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pennittee 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 Requestofs 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, indemnify, 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 read and
Signature:
the above statement and by signing this application I agree to Its terms.
Date: 06/25/2018
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.
IPre -pour Inspection by: Date:
Official Use Only
Application No: Fee: Date:
Reviewed:
Public Works Date:
Utilities Date:
Approved:
p Q
Engineering Date: `—` ' Zo I$
Site Inspected by:
Special Permit Conditions:
Date:
November 2015 ROW Use Driveway.pdr
6/25/2018 SCPA Parcel View: 17-20-31-5VC-0000-1130
PAPPP
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Legal Description
LOT 113
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Property Record Card
Parcel: 17-20-31-5VC-0000-1130
Property Address: 3919 CRAWLEY DOWN LOOP SANFORD, FL 32773
Value Summary
2018 Working
Values
2017 Certified
Values
Valuation Method I Cost/Market Cost/Market
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 52,000 14,000
Land Value Ag
Just/Market Value " 52,000 14,000
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 52,000 14,000
Tax Amount without SOH: $266.58
2017 Tax Bill Amount $266.58
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 52,000 0 52,000
Schools 52,000 0 52,000
City Sanford 52,000 0 52,000
SJWM(Saint Johns Water Management) 52,000 0 52,000
County Bonds 52,000 0 1 $52,000
Sales
Description Date Book Page Amount Qualified Vac/Imp
No Sales
Find CwnparahM Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT I 0.00 1 0.00 1 I $52,000.00 I $52,000
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
http://parceldetaii.scpafl.org/ParcelDetail info.aspx?PI D=1720315VC00001130 1 /2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: (Q Z
I hereby name and appoint: Tracy McDonald
an agent of: NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
street Address)
Expiration Date for This Limited Power of Attorney: May 20,2018
License Holder Name: Robert Lattanzi
State License Number:
Signature of License Fl
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this; ' Sday of,c
200 1$ , by RobertLattanzi who is ®pers_on I y own me
or who has produced as identification
and who did (did not) take alp oath. Notary'
Seal) o
rRY P4 L KRISTIN R ROLAND Commission #
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7ND FLR LIVING 1969 SD. F7.
TOTAL LIVMG 7,459 SGl FT.
ENTRY 35 BOL FT.
GARAGE 459 8Q. FT.
LANAI 160 8Q. FT.
TOTAL 3JL3 8GL FT.
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9
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 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
Address:
errs:: _;-1'"'_ _. ," .1•: ;1:Y^'• _._ -. - ...;, _ -_.: ,-... ..; :tea .{.:.(,
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
Inspection DescriptionMinMax
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
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Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
RELUIW COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
doProjectName: Lot113KensingtonReserveSummerlandCGRSE Builder Name: RYAN HOMES
Street: 3919 CRAWLEY DOWN LOOP Permit Office: S F R
2 8 SAN/F ORDCity, State, Zip: SANFORD , FL, 32773 Permit Number: 5 1
Owner: Jurisdiction: 691500
AgRTM Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2)
1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=11.0 1264.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ftZ
4. Number of Bedrooms 4 d. N/A R= ft'
10. Ceiling Types (1384.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1384.00 ft
6. Conditioned floor area above grade (ft') 2459 b. N/A R= ft'
Conditioned floor area below grade (ft2) 0
c. R=
11. Duct R ftft'
7. Windows(294.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25
a. U-Factor. Dbl, U=0.35 230.31 ft2
SHGC: SHGC=0.29
b. U-Factor. Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.29
a. Central Unit 38.5 SEER:15.00
c. U-Factor. Dbl, U=0.34 16.00 ft'
SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency
d. U-Factor, N/A ft' a. Electric Heat Pump 38.0 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 2.631 ft.
Area Weighted Average SHGC: 0.291 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (1381.0 sqft.) Insulation Area EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Conservation features
b. Floor over Garage R=11.0 291.00 ft' None
c. N/A R= ft' 15. Credits Pstat
Glass/Floor Area: 0.120
Total Proposed Modified Loads: 71.63 PASS
Total Baseline Loads: 71.53
I hereby certify that the plans and specifications covered by Review of the plans and ixE Sr421
this calculation are in compliance w' the Florida Energy specifications covered by this y0g ,FOB, Code.
calculation indicates compliance with
the Florida Energy Code. PREPARED
BY: --T- Before construction is completed a DATE:
R-18-1 R Scntt Pratt this building will be inspected for compliance
with Section 553.908 t
Q
y
I
hereby certify that this building, as ned, is in compliance Florida Statutes. CAD
withtheFloridaEnergyCode. WE Cg0 OWNER/
AGENT: BUILDING OFFICIAL: DATE:
6/19/2018 U DATE: • I Compliance
requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified
factory -sealed in accordance with R403.3.2.1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope
leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance
with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested
in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 On for whole house. 6/
18/2018 3:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
FC1RM PAOr%-9017
PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Lotl13KensingtonReserveSu Bedrooms: 4
User Conditioned Area: 2459
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: Street Address
Lot # 113
Block/Subdivision: KENSINGTON RESE
PlatBook:
Street: 3919 CRAWLEY DOW
County: Seminole
City, State, Zip: SANFORD ,
FL , 32773
CLIMATE
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 2459 22868.7
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Healed
1 Main 2459 22868.7 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 115 ft 0
291 ft2
1090 ft2
11 0 0 1
0 0.38 0.62
ROOF
Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt Emitt Deck Pitch
Tested Tested Insul. (deg)
1 Hip Composition shingles 1499 ft2 0 ft2 Medium 0.85 N 0.9 No 0 22.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1384 ft2 N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 1384 ft2 0.11 Wood
6/18/2018 3:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
r/11"111I -l- 1^4.
1 VI\IYI 1\TVJ-LV 1
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Space 0
1 NE Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0
2 NE Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft2 0 0 0.6 0
3 SE Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0
4 SE Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0
5 SW Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0
6 SW Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft2 0 0 0.6 0
7 NW Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0
8 NW Exterior Concrete Block - Int Insul Main 4.1 29 6 9 4 275.3 ft2 0 0 0.6 0
9 Garage Frame - Wood Main 11 31 0 9 4 289.3 ft2 0 0.25 0.3 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 SE Insulated Main None 25 3 6 8 20 ft2
2 Wood Main None 25 2 8 6 8 17.8 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 NE 1 Vinyl Low-E Double Yes 0.35 0.29 N 45.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
2 NE 2 Vinyl Low-E Double Yes 0.35 0.29 N 48.6 ft2 1 ft 0 in 11 ft 6 in None Exterior 5
3 SE 3 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
4 SE 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 4 ft 1 in None Exterior 5
5 SW 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
6 SW 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 11 ft 6 in None Exterior 5
7 NW 7 Vinyl Low-E Double Yes 0.34 0.31 N 16.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
8 NW 7 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
9 NW 8 Vinyl Low-E Double Yes 0.62 0.29 N 48.0 ft2 11 ft 0 in 1 ft 2 in None Exterior 5
10 NW 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 11 ft 6 in None Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 459 ft2 459 ft2 58 ft 8.7 ft 3
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000384 2477.4 136.01 255.78 3452 6.5
6/18/2018 3:34 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
GnDnn Dnnr,_')n17
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ None HSPF:8.5 38 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SelPnt Conservation
1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert Company Name System Model # Collector Model # Area Volume FEF
None None ft'
DUCTS
Supply — Return — Air CFM 25 CFM25 HVAC #
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 605.25 Attic 121.05 Proposed On Main cfm 147.5 cfm 0.06 0.60 1 1
TEMPERATURES
Programablee Ceiling Fans:
Coolin ThermostaJan[[
t:
jjYHeatingaFeb
Jan H Feb
Mar[
HX Mar
j
L t
Jun jXj rlJun [)Jul Aug X]
I ]Sep I
Oct
Q
Nov Dec
Dec
Venting j j Jan [[ ]] Feb Mar lxl Aor 1 MaM:yy l J Jun [ ] Jul Aug Sep
1
ll l NNovov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
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
6/18/2018 3:34 PM EnergyGaugeS USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 100
The lower the EnergyPerformance Index, the more efficient the home.
3919 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: Dbl, U=0.34
SHGC: SHGC=0.31
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types Insulation Area
a. Frame - Wood, Exterior R=11.0 1264.00 ft'
Single-family b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft'
1 c. Frame - Wood, Adjacent R=11.0 289.33 ft'
4 d. N/A R= ft'
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=38.0 1384.00 ft'
2459 b. N/A R= ft'
c. N/A R= ft'
Area
11. Ducts R ft'
230.31Area ft' a. Sup: Attic, Ret: Attic, AH: Main 6 605.25
48.00 ft'
12. Cooling systems kBtu/hr Efficiency
16.00 ft' a. Central Unit 38.5 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
a. Electric Heat Pump
2.631 ft.
0.291
Area 14. Hot water systems
1090.00 ft' a. Electric
291.00 ft'
b. Conservation features
ft'
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant fez t es.
Builder Signature: Date: 6/19/2018
Address of New Home: 3919 Craw ey Down Loop City/FL Zip: 32773
kBtu/hr Efficiency
38.0 HSPF:8.50
Cap: 50 gallons
EF: 0.95
Pstat
O,4-fgE ST,glF
n/ •
at `
Y •''a`
0*
6O
oWE
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.
6/18/2018 3:34 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 3919 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 thins 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 IeakagdNndows, 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.
6/18/2018 3:34 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
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 gasketed 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 heating 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)(0, (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.
2. 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.
6/18/2018 3:34 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
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 Y. 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 100'17 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.
2. 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.
3. 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 cf m/watt 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
6/18/2018 3:34 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 manufacturers 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. Manufacturers
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:
1. 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.
2.
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 healing 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:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
G403 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 turn 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 buming pilot lights.
6/18/2018 3:34 PM EnergyGauge® 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 verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatorype 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.
6/18/2018 3:34 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:
This checklist
A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. ,This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
Energy Performance Level (EPL) Display Card (one page)
HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
A completed Envelope Leakage Test Report (usually one page)
If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge® - USRCSB v6.0
6/18/2018 3:30:12 PM Page 1 of 1
Manual S Compliance Report Job: Lot113KensingtonReser...
wrightsoft• p P Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665
Project• •
For: RYAN HOMES
3919 CRAWLEY DOWN LOOP, SANFORD, FL32773
Cooling Equipment
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 30627 Btuh Entering coil DB: 77.4°F
Outdoor design WB: 76.2°F Latent gain: 5073 Btuh Entering coil WB: 63.7°F
Indoor design DB: 75.0°F Total gain: 35700 Btuh
Indoor RH: 50% Estimated airflow: 1283 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg.
Actual airflow: 1283 cfm
Sensible capacity: 32194 Btuh
Latent capacity: 6106 Btuh
Total capacity: 38301 Btuh
Model: GSZ140421K+ASPT47D14A
105% of load
120% of load
107% of load SHR: 84%
Heating Equipment
Design Conditions I
Outdoor design DB: 42.3°F Heat loss: 26510 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A
Actual airflow: 1283 cfm
Output capacity: 38000 Btuh 143% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1283 cfm
Output capacity: 7.2 kW 93% of load Temp. rise: 70 OF
Meets all requirements of ACCA Manual S.
Entering coil DB: 69.3°F
Capacity balance: 34 OF
Economic balance: -99 OF
2018-Jun-18 14:54:17
1—
wrighc—
Right-Sui[e® Universal 2018 18.0.13 RSU23828 page 1 GRSE\
Lot113KensingtonReserveSummerlandCGRSE.rup Calc - MJ8 House faces: SE
Component Constructions Job: Lot113KensingtonReser...
wrightsoft P Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
ELiag,ect inTormation
For: RYAN HOMES
3919 CRAWLEY DOWN LOOP, SAN FORD, FL 32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (`F) 28 18
Latitude: 280N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) - 16 (M) Method Simplified
Wet bulb (OF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
fP BWh/ft'--•F ft'-"FBtuh Btuh/ft' Bdh Btuh/V Btuh
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2' gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board
int fnsh: 13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2"
gypsum board int fnsh
Partitions
12B-Osw: Frm wall, r-11 cav ins, 112" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 118" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft
window ht, 1.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4' gap, 1/8'thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (4 ft
window ht, 1.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft
window ht, 4.08 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft
window ht, 1.17 ft sep.); 6.67 It head ht
ne 351 0.091 13.0 2.52 885 2.35 826
se 194 0.091 13.0 2.52 489 2.35 456
sw 381 0.091 13.0 2.52 960 2.35 896
nw 205 0.091 13.0 2.52 517 2.35 482
all 1131 0.091 13.0 2.52 2851 2.35 2661
ne 292 0.201 4.1 5.57 1624 4.37 1275
se 59 0.201 4.1 5.57 330 4.37 259
sw 345 0.201 4.1 5.57 1923 4.37 1510
nw 195 0.201 4.1 5.57 1084 4.37 851
all 891 0.201 4.1 5.57 4960 4.37 3895
271 0.097 11.0 2.69 729 1.75 475
ne 45 0.350 0 9.69 436 25.9 1166
sw 15 0.350 0 9.69 145 25.0 375
nw 15 0.350 0 9.69 145 25.9 389
all 75 0.350 0 9.69 727 25.7 1929
ne 49 0.350 0 9.69 475 22.0 1077
sw 33 0.350 0 9.69 317 22.5 737
nw 33 0.350 0 9.69 317 22.0 718
all 114 0.350 0 9.69 1109 22.1 2532
se 12 0.350 0 9.69 116 24.7 296
se 30 0.350 0 9.69 291 26.3 789
nw 16 0.340 0 9.42 151 27.1 434
ti -Fk wrightsoft• --
2018-Jun-1814:54:17
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1
ACCK ...GRSE\Lot113KensingtonReserveSummerlandCGRSE.rup Calc " MJ8 House faces: SE
2A-2omd: 2 glazing, clr oulr, air gas, mtl no brk frm mat, clr low-e innr, nw 48 0.620 0 17.2 824 30.6 1470
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft
window ht, 1.17 It sep.); 6.67 ft head ht
Doors
11JO: Door, mfl fbrgl type se 20 0.600 6.3 16.6 334 18.5 372
11 DO: Door, wd sc type n 18 0.390 0 10.8 193 12.0 215
Ceilings
1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1384 0.026 38.0 0.72 997 1.41 1955
gypsum board int fnsh
Floors
19C-19cscp: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, r-19 53 0.049 30.0 0.47 25 0.30 16
cav ins, tight crwl ovr, r-11 wall insul
20P-13c: Fir floor, frm flr, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr 239 0.068 13.0 1.88 449 0.98 233
22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 115 0.989 0 27.4 3150 0 0
41- wrightsoft• 2018-Jun-1814:54:17
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2
GRSE\Lot113KensingtonReserveSummerlandCGRSE.rup Cale a MJ8 House faces: SE
PtSummary
Job: LotiMensingtonReser
roec... wrightsoft• Y Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Promect Information
For: RYAN HOMES
3919 CRAWLEY DOWN LOOP, SANFORD, FL32773
Notes: OPTION BATH 2@BED 4
RVSD 3-20-2017 NMB
L.S. 06-18-18 SRP
Desi-gn Information
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 21299 Btuh Structure 22313 Btuh
Ducts 5211 Btuh Ducts 8314 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
none) none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 26510 Btuh Use manufacturer's data y
Rate/swing multiplier
Equipment sensible load
1.00
30627 BtuhInfiltration
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 3298 Btuh
Ducts 1774 Btuh
Central vent (0 cfm) 0 Btuh
Heating cooling none)
5073 BtuhArea (ft2 2459 2459 Equipment latent load
Volume (ft3) 21176 21176
Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 35700 Btuh
Equiv. AVF (cfm) 145 74 Req. total capacity at 0.81 SHR 3.2 ton
Heating Equipment Summary Cooling Equipment Summary
Make Goodman Mfg. Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI...
Model GSZ140421 K Cond GSZ140421 K
AHRI ref 8242633 Coil ASPT47D14A
AHRI ref 8242633
Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER
Heating input Sensible cooling 31185 Btuh
Heating output 38000 Btuh @ 47OF Latent cooling 7315 Btuh
Temperature rise 27 OF Total cooling 38500 Btuh
Actual air flow 1283 cfm Actual air flow 1283 cfm
Air flow factor 0.048 cfm/Btuh Air flow factor 0.042 cfm/Btuh
Static pressure 0.40 in H2O Static pressure 0.40 in H2O
Space thermostat Load sensible heat ratio 0.86
Capacity balance point = 34 OF
Backup:
Input = 7 kW, Output = 24539 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
ti -Fid- w igl7tSoft 2018-Jun-1814.54:17
1 .r Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1
ACCK ...GRSE\Lotl13KensingionReserveSummedandCGRSE.rup Calc - MJ8 House laces- SE
f wrightsoft- Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot 113KensingtonReserveS...
Date: 06.03.15
By: BENTLEY
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Entire House
273.0 ft
8.6 ft
2464.8 ft2
GREAT RM
53.0 ft
9.3 ft heat/cool
1.0 x 576.8 ft
576.8 ft2
Ty Construction
number
U-value
Btuh/ft2-*
Or HTM
Btuh/ftq
Area (Its
or Perimeter (ft)
Load
Btuh)
Area (ftq
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross I N/P/S Heat I Cool
6
11
W
G
12C-0sw
2A-2om
Blk wall,s
2A-2om
2A-2cm
2A-2om
13A-2ocs Blk wall, s
11J0
12C-0sw
2A-2om
13A-2ocs Blk wall, s
2A-2om
12C-Osw
2A-2om
2A-2om
13A-2ocs Blk wall, s
2A-tom
2A-2omd
128-0sw
11D0
16B-38ad
19C-19cscp
2OP-13c
22AcpI
0.091
0.350
0.201
0.350
0.091
0.350
0.350
0.201
0.600
0.091
0.350
0.201
0.350
0.091
0.340
0.350
0.201
0.350
0.620
0.097
0.390
0.026
0.049
0.068
0.989
ne
ne
ne
ne
se
se
se
se
se
sw
sw
sw
sw
nw
nw
nw
nw
nw
r1w
n
252
9.69
5.57
9.69
2.52
9.69
9.69
5.57
16.62
252
9.69
5.57
9.69
252
9.42
9.69
5.57
9.69
17.17
2.69
10.80
0.72
0.47
1.88
27.40
2.35
25.91
4.37
21.97
235
24.67
26.30
4.37
18.51
2.35
24.99
4.37
22.54
235
27.09
25.91
4.37
21.97
30.63
1.75
1203
1.41
0.30
0.98
0.00
396
45
341
49
236
12
30
79
20
396
15
378
33
236
16
15
275
33
48
289
18
1364
53
239
1093
351
0
292
0
194
1
0
59
20
381
1
345
0
205
0
0
195
0
0
271
18
1384
53
239
115
885
436
1624
475
489
116
291
330
334
960
145
1923
317
517
151
145
1084
317
824
729
193
997
25
449
3150
826
1166
1275
1077
456
296
789
259
372
896
375
1510
737
482
434
389
851
718
1470
475
215
1955
16
233
0
0
0
0
0
0
0
0
37
20
0
0
303
33
0
0
0
154
33
0
121
18
6
0
0
577
0
0
0
0
0
0
0
17
20
0
0
271
0
0
0
0
121
0
0
103
18
6
0
0
53
0
0
0
0
0
0
0
96
334
0
0
1507
317
0
0
0
675
317
0
278
193
4
0
0
1452
0
0
0
0
0
0
0
75
372
0
0
1183
737
0
0
0
530
718
0
181
215
8
0
0
0
VLG13A-2ocs
ti12C-Osw
Vy
L
1!
L--'
Vjl
l_
G
P
L-D
C
F
F
F
6 c) AED excursion 71 1 1208
Envelope loss/gain 16907 17342 5173 4229
12 a) Infiltration
b) Room ventilation
4392
0
1421
0
930
0
301
0
13 Internal gains: Occupants @ 230
Appliances/other
4 920
2630
3
1
690
230
Subtotal (lines 6 to 13) 21299 22313 6103 5450
14
15
Less external load
Less transfer
Redstrib ution
Subtotal
Duct loads 24%1 371/6
0
0
0
21299
5211
0
0
0
22313
8314 23% 329/6
0
0
0
6103
1434
0
0
0
5450
1 1768
Total room load
Air required (cfm) 1 2651011283
30627
1283 1 75371365
7217
302
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
ijF wr!gf ttsot't- 2018Jun-1814:54:17
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1
GRSBLot113KensingtonReserveSummeriandCGRSE.rup Calc - MJ8 House faces. SE
wrightsoft• Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot113KensingtonReserveS...
Date: 06.03.15
By: BENTLEY
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
NOOK/KITCHEN
38.0 it
9.3 1t heal/cool
13.0 x 25.0 ft
325.0 ft2
STUDY
11.5 it
9.3 it heat/cod
1.0 x 155.0 it
155.0 ft2
Ty Construction
number
U-value
Btuh/f12-'F)
Or HTM
Btuh/ft2)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat Cod j Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6
11
W
G
12C-0sw
2A-2om
13A-2ocs Blk wall, s
2A-2om
2A-2om
2A-2om
13A-2ocs Blk wall, s
11J0
12C-0sw
2A-2om
13A-2ocs Blk wall, s
2A-2om
12C-Osw
2A-2om
2A-2om
13A-2ocs 81k wall, s
2A-2om
2A-2omd
12B-0sw
11D0
16B-38ad
19C-19cscp
20P-13c
22A-cpl
0.091
0.350
0.201
0.350
0.091
0.350
0.350
0.201
0.600
0.091
0.350
0.201
0.350
0.091
0.340
0.350
0.201
0.350
0.620
0.097
0.390
0.026
0.049
0.068
0.989
ne
ne
ne
ne
se
se
se
se
se
sw
sw
sw
sw
nw
nw
nw
nw
nw,
rrw
n
252
9.69
5.57
9.69
252
9.69
9.69
5.57
16.62
252
9.69
5.57
9.69
252
9.42
9.69
5.57
9.69
17.17
2-69
10.80
0.72
0.47
1.88
27.40
2.35
25.91
4.37
21.97
235
24.67
26.30
4.37
18.51
235
24.99
4.37
22.54
235
27.09
25.91
4.37
21.97
30.63
1.75
12.03
1.41
0.30
0.98
0.00
0
0
233
33
0
0
0
0
0
0
0
0
0
0
0
0
121
0
48
0
0
0
0
0
325
0
0
201
0
0
0
0
0
0
0
0
0
0
0
0
0
73
0
0
0
0
0
0
0
38
0
0
1117
317
0
0
0
0
0
0
0
0
0
0
0
0
408
0
824
0
0
0
0
0
1041
0
0
877
718
0
0
0
0
0
0
0
0
0
0
0
0
321
0
1470
0
0
0
0
0
0
0
0
107
16
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
168
0
0
0
0
155
0
0
91
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
168
0
0
0
0
12
0
0
507
158
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
451
0
0
0
0
315
0
0
398
359
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
294
0
0
0
0
0
y!
I-i
tj12C-0sw
yl
p
t-G
I
I)
G
P
L-D
C
F
F
F
6 c) AED excursion 119 17
Envelope loss/gain 3708 3267 1431 1068
12 a) Infiltration
b) Room ventilation
666
0
216
0
202
0
65
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
1200
0 0
1 0
Subtotal (lines 6 to 13) 4374 4683 1633 1134
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 1 23% 329/6
0
0
0
4374
1028
0
0
0
4683
1519 23% 329/6
0
0
0
1633
384
0
0
0
1134
368
Total room load
Air required (cfm) I 1
5402
1 261
6202
260
2017
98
1501
63
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Ff wrtgr+tsof!' 2018-1un-18 14:54:17
A - --
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2
GRSE\Lot113KensingtonReserveSummedandCGRSE.rup Cale - MJ8 House faces. SE
wrightsoft• Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot1lWensingtonReserveS...
Date: 06.03.15
By: BENTLEY
1 Room name POWDER MASTER SUITE
2
3
Exposed wall
Room height
125 It
9.3 ft heat/cod
30.0 it
8.0 ft heal/cool
4
5
Room dmensiorls
Room area
4.5 x 8.0 If
36.0 ft2
16.5 x 13.5 It
2228 fly
Ty Construction
number
U-value
Btuh/fi2•F)
Or HTM
Bluh/flq
Area (itq
or perimeter (ft)
Load
8tuh)
Area (1t
or perimeter (ft)
Load
Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
11
VL_G
Vi12C-0sw
12C-0sw
2A-2om
13A-2ocs Blk wall, s
2A-2om
2A-2om
2A-2om
13A-2ocs Blk wall, s
11J0
12C•Osw
2A-2om
13A-2ocs Blk wall, s
2A-2om
12C-0sw
2A-2om
2A-2om
13A-2ocs Blk wall, s
2A-2om
2A-2omd
128-0sw
11 DO
168-38ad
19C-19cscp
20P-13c
22A-cpl
0.091
0.350
0.201
0.350
0.091
0.350
0.350
0.201
0.600
0.091
0.350
0.201
0.350
0.091
0.340
0.350
0.201
0.350
0.620
0.097
0.390
0.026
0.049
0.068
0.989
ne
ne
ne
ne
se
se
se
se
se
sw
sw
sw
sw
nw
nw
nw
nw
nw
nw
n
2.52
9.69
5.57
9.69
252
9.69
9.69
5.57
16.62
252
9.69
5.57
9.69
252
9.42
9.69
5.57
9.69
17.17
269
10.80
0.72
0.47
1.88
27.40
235
25.91
4.37
21.97
235
24.67
26.30
4.37
18.51
235
24.99
4.37
22.54
2.35
27.09
25.91
4.37
21.97
30.63
1.75
1203
1.41
0.30
0.98
0.00
0
0
0
0
0
0
0
42
0
0
0
75
0
0
0
0
0
0
0
0
0
7
0
0
36
0
0
0
0
0
0
0
42
0
0
0
75
0
0
0
0
0
0
0
0
0
7
0
0
13
0
0
0
0
0
0
0
234
0
0
0
416
0
0
0
0
0
0
0
0
0
5
0
0
342
0
0
0
0
0
0
0
184
0
0
0
326
0
0
0
0
0
0
0
0
0
10
0
0
0
0
0
0
0
0
0
0
0
0
108
15
0
0
132
0
15
0
0
0
0
0
223
0
0
0
0
0
0
0
0
0
0
0
0
93
1
0
0
117
0
0
0
0
0
0
0
223
0
0
0
0
0
0
0
0
0
0
0
0
234
145
0
0
295
0
145
0
0
0
0
0
160
0
0
0
0
0
0
0
0
0
0
0
0
219
375
0
0
275
0
389
0
0
0
0
0
315
0
0
0
Vu
L-0
Vjl
6
1M
L-G
V r
14_G
P
L-D
C
F
F
F
6 c) AED excursion 38 1 115
Envelope loss/gain 997 481 981 1688
12 a) Infiltration
b) Room ventilation
219
0
71
0
451
0
146
0
13 Internal gains: Occupants @ 230 0 0 1 230
Appliances/other 0 600
Subtotal pines 6 to 13) 1216 552 1432 2664
Less external load 0 0 0 0
Less transfer 0 0 0 0
14
Redistribution
Subtotal
0
1216
0
552
0
1432
0
2664
15 Duct loads 23% 32°/, 286 179 269% 1 439/6 1 374 1137
Total room load
Air required (cfm) 1 1502
731
731
31
1805
871
3801
159
Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed.
r wrlgF lso*t- 2018-Jun-1814:54:17
P. -- - --
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 3
GRSE\Lotll3KensingtonReserveSummeriandCGRSE.rup Calc - MJ8 House faces: SE
wrightsoft' Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot113KensingtonReserveS...
Date: 06.03.15
By: BENTLEY
1 Room name MASTER WIC MASTER BATH
2
3
Exposed wall
Room height
SO It
8.0 ft heat/cool
10.5 It
8.0 1t heat/Cool
4
5
Room dimensions
Room area
5.0 x 5.5 ft
27.5 ft2
1.0 x 102.8 It
102.8 ft2
Ty Construction
number
U-value
Btuh/fti'F)
Or HTM
Btufdit2)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (ft2)
or perimeter (it)
Load
Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cold
6
11
1M
C
12C-0sw
2A-2om
13A-2ocs Blk wall, s
2A-2om
12C-0sw
2A-2om
2A-2om
13A-2ocs Blk wall, s
11J0
12C-0sw
2A-2om
13A-2ocs Blk wall, s
2A-2om
12C-0sw
2A-2om
2A-20m
13A-2ocs Blk wall, s
2A-2om
2A-2omd
12B-0sw
11130
16B-38ad
19C-19cscp
0.091
0.350
0.201
0.350
0.091
0.350
0.350
0.201
1600
0.091
0.350
0.201
0.350
0.091
0.340
0.350
0.201
0.350
0.620
0.097
0.390
0.026
0.049
ne
ne
ne
ne
se
se
se
se
se
sw
sw
sw
sw
nw
nw
nw
nw
nw
nw
n
252
9.69
5.57
9.69
252
9.69
9.69
5.57
16.62
252
9.69
5.57
9.69
252
9.42
9.69
5.57
9.69
17.17
2.69
10.80
0.72
0.47
2.35
25.91
4.37
21.97
235
24.67
26.30
4.37
18.51
2.35
24.99
4.37
22-54
235
27.09
25.91
4.37
21.97
30.63
1.75
1203
1.41
0.30
0
0
0
0
0
0
0
0
0
0
0
0
0
40
0
0
0
0
0
0
0
28
0
0
0
0
0
0
0
0
0
0
0
0
0
0
40
0
0
0
0
0
0
0
28
0
0
0
0
0
0
0
0
0
0
0
0
0
0
101
0
0
0
0
0
0
0
20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
94
0
0
0
0
0
0
0
39
0
48
0
0
0
0
0
0
0
0
0
0
0
0
36
16
0
0
0
0
0
0
103
0
48
0
0
0
0
0
0
0
0
0
0
0
0
20
0
0
0
0
0
0
0
103
0
121
0
0
0
0
0
0
0
0
0
0
0
0
50
151
0
0
0
0
0
0
74
0
113
0
0
0
0
0
0
0
0
0
0
0
0
47
434
0
0
0
0
0
0
145
0
yl
L--D
V)I
I-'
y/
L--G
Vy
P
L D
C
F
F
F
20P-13c
22A-cpl
0.068
0.989
1.88
27.40
0.98
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6 c) AED excursion 10 110
Envelope loss/gain 121 123 396 849
12 a) Infiltration 75 24 158 51
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) 196 147 554 900
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
0
196
0
0
147
0
0
554
0
0
900
Duct loads 26°/, 43% 51 63 26 % 43°/, 145 384
r Total room load
Air required (cfm)
247
12
210
9
699
34
1284
54
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
I-f 2018-Jun-1814:54:17
Right-SuiteG Universal 2018 18.0.13 RSU23828 Page 4
GRSE1Lotll3KensingtonReserveSummedandCGRSE.rup Cale - MJ8 House laces: SE
wrightsoft• Right-J® Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
Job: Lot113KensingtonReserveS...
Date: 06.03.15
By: BENTLEY
1 Room name MASTER W.C. BED 2
2 Exposed wall 9.0 ft 10.5 it
3 Room height 8.0 ft heat/cad 8.0 it heat/cool
4 Room dimensions a5 x 5.5 ft 13.0 x 10.5 it
5 Room area 19.3 ft7 136.5 ftz
Ty Construction
number
U-value
Btutditz'F)
Or HTM
Btuh/ftq
Area (11
or perimeter (it)
Load
Btuh)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 1 I 12C-0sw
2A-2om
13A-2ocs Blk wall, s
0.091
0.350
0.201
ne
ne
ne
252
9.69
5.57
235
25.91
4.37
44
0
0
44
0
0
111
0
0
104
0
0
84
15
0
69
0
0
174
145
0
162
389
0
11
2A-2om
12C-Osw
0.350
0.091
ne
se
9.69
252
21.97
235
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2A-2om
13A-2ocs Blk wall, s
0.350
0.350
0.201
se
se
se
9.69
9.69
5.57
24.67
26.30
4.37
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0yl
L.-0 11J0
12C-0sw
0.600
0.091
se
sw
16.62
252
18.51
235
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01/N
I-; 2A-2om 0.350 sw 9.69 24.99 0 0 0 0 0 0 0 0
Vy
L--G
13A-2ocs Bk wall, s
2A-2om
0.201
0.350
sw
sw
5.57
9.69
4.37
2254
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-0sw
2A-2om
0.091
0.340
nw
rtw
252
9.42
2-35
27.09
28
0
28
0
71
0
66
0
0
0
0
0
0
0
0
0
2A-2om
13A-2ocs Blk wall, s
0.350
0.201
nw
r1w
9.69
5.57
25.91
4.37
0
0
0
0
0
0
0
0
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-2omd 0.620 nw 17.17 30.63 0 0 0 0 0 0 0 0
P 12B-0sw 0.097 269 1.75 0 0 0 0 0 0 0 0
L--D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 19 19 14 27 137 137 98 193
F 19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-0 0.989 27.40 0.00 0 0 0 0 0 0 0 0
61 c) AED excursion 1 16 52
Envelope loss/gain 195 181 418 692
12 a) Infiltration 135 44 158 51
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal pines 6 to 13) 331 M5 576 743
Less extemal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 331 225 576 743
15 Duct loads 1 260/6 430/6 86 96 260% 43% 150 317
Total room load 417 321 726 1061
Air required (cfm) 20 13 35 44
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
f4- wr10"t cprt:- 2018-Jun-18 14:54:17
Right-Sude® Universal 2018 18.0.13 RSU23828 Page 5
GRSE\Lot113KensingionReserveSummedandCGRSE.rup Calc - MJ8 House laces: SE
wrightsoft• Right-JO Worksheet Job: Lot 113KensingtonReserveS...
Entire House
Date: 06.03.15
By: BENTLEY
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665
1 Room name BED 3 BED 4
2 Exposed wall 10.5 ft 12-0 ft
3 Room height 8.0 ft heat/cool 8.0 It heal1cool
4 Room dimensions 13.0 x 10.6 ft 10.5 x 12.0 If
5 Room area 137.6 ft' 126.0 ft'
Ty Construction Uaralue Or HTM Area (ft Load Area (ftq Load
Btuh/ftz•F) Btuh/ftq or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6 W 12CrOsw 0.091 ne 252 235 84 69 174 162 96 81 204 191
L--G 2A-2om 0.350 ne 9.69 25.91 15 0 145 389 15 0 145 389
13A-2ocs Blk wall, s 0.201 ne 5.57 4.37 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
11 0.091 se 252 235 0 0 0 0 0 0 0 0
tl12C-
Osw
2A-2om 0.350 se 9.69 24.67 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 26.30 0 0 0 0 0 0 0 0
yl 13A-2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0 0 0 0 0
I__ O 11J0 0.600 se 16.62 18.51 0 0 0 0 0 0 0 0
y1 12C-Dsw 0.091 sw 252 2.35 0 0 0 0 0 0 0 0
G 2A-2om 0.350 sw 9.69 24.99 0 0 0 0 0 0 0 0
Iy 13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 0 0 0 0 0 0 0 0
T-G 2A-2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0
12C-Osw 0.091 nw 252 2.35 0 0 0 0 0 0 0 0
2A-2om 0.340 rrw 9.42 27.09 0 0 0 0 0 0 0 0
2A-2om 0.350 nv; 9.69 25.91 0 0 0 0 0 0 0 0
yl 13A-2ocs Blk wall, s 0.201 rrw 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0Lf-G
2A-2omd 0.620 nw 17.17 30.63 0 0 0 0 0 0 0 0
P 12B-Osw 0.097 269 1.75 0 0 0 0 0 0 0 0
LD 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 137 137 98 193 126 126 91 178
F 19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 2OP-13c 0.068 1.88 0.98 0 0 0 0 84 84 158 82
F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 52 58
Envelope loss/gain 418 692 599 781
12 a) Infiltration 158 51 180 58
b) Room ventilation 0 0 0 0
13 Ihtemal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 576 743 779 839
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 576 743 779 839
15 Duct loads 269% 439% 150 317 269% 1 43% 203 358
Total room load 726 1061 1 982 1198
Air required (cfm) 1 35 44 48 50
Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed.
wr gF tsofr- 2018Jun-1814:54:17
A-
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 6
GRSE\Lotll3KensingtonReserveSummerlandCGRSE.rup Calc - MJ8 House faces SE
wrightsoftRight-J® Worksheet Job: Lott I3KensingtonReserveS... Entire
House Date:
06.03.15 By:
BENTLEY DEL
AIR HEATING & AIR NG
531
CODISCO WAY, SANFORD, FL 32771 ONDITI0l-2665 1
Room name MASTER WIC 2 BATH 2
3
Exposed
wall Room
height 7.
0 ft 8.
0 ft heat/cool 0
ft 8.
0 If heat/cool 4
5
Room
dimensions Room
area 5.
5 x 7.0 ft 38.
5 ft2 5.
5 x 10.5 ft 57.
8 112 Ty
Construction number
U-
value Btuh/
ftz•F) Or
HTM Btuh/
ft2) Area (
112) or
perimeter (ft) Load
Btuh)
Area (
ft2) or
perimeter (ft) Load
Btuh)
Heat
Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6
12C-0sw 2A-
2om 13A-
2ocs Blk wall, s 0.
091 0.
350 0.
201 ne
ne
ne
252
9.
69 5.
57 2.
35 25.
91 4.
37 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl11
l_-
G tl12C-
0sw 2A-
2om 2A-
2om 2A-
2om 13A-
2ocs Blk wall, s 0.
350 0.
091 0.
350 0.
350 0.
201 ne
se
se
se
se
9.
69 252
9.
69 9.
69 5.
57 21.
97 235
24.
67 26.
30 4.
37 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t-
D 11J0 12C-
Osw 0.
600 0.
091 se
sw
16.
62 252
18.
51 2.
35 0
56
0
56
0
141
0
132
0
0
0
0
0
0
0
0
VIG
Vf/
L--
G Ijl
2A-
2om 13A-
2ocs Blk wall, s 2A-
2om 12C-
Mw 2A-
2om 2A-
2om 13A-
2ocs Blk wall, s 2A-
2om 2A-
2omd 12B-
Mw 0.
350 0.
201 0.
350 0.
091 0.
340 0.
350 0.
201 0.
350 0.
620 0.
097 sw
sw
sw
nw
nw
nw
nw
nw
nw
9.
69 5.
57 9.
69 252
9.
42 9.
69 5.
57 9.
69 17.
17 269
24.
99 4.
37 2254
2.
35 27.
09 25.
91 4.
37 21.
97 30.
63 1.
75 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl
P
L--
D 11D0 16B-
38ad 0.
390 0.
026 n
10.80 0.
72 12.
03 1.
41 0
39
0
39
0
28
0
54
0
58
0
58
0
42
0
82
CF
19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0 F
20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 14 5 Envelope
loss/gain 169 172 42 76 12
a) Infiltration 105 34 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) 274 206 42 76 Less
extemal load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 274 206 42 76 15
Duct loads 261/6 43% 72 88 26 /6 439/, 11 33 Total
room load 346 294 52 109 Air
required (cfm) 17 12 3 5 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF
tsoft- 2018-1un-1814:54:17 Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 7 GRSE\
Lotll3KensingtonReserveSummeriandCGRSE.rup Calc - MJ8 House faces, SE
fF- wrightsoftRight-J® Worksheet Entire
House DEL
AIR HEATING & AIR CONDITIONING
531
CODISCO WAY, SAN FORD, FL 32771 Phone, 407-831-2665 Job:
Lot113KensingtonReserveS .. Date:
06.03.15 By:
BENTLEY 1
Room name LAUNDRY LOFT 2
3
Exposed
wall Room
height 0
It 8.
0 tt heat/cool 48.
0 ft 8.
0 ft heat/cod 4
5
Room
dimensions Room
area 7.
5 x 9.5 it 71.
3 ft' 1.
0 x 379.8 it 379.
8 ft' Ty
Construction number
U-
value BtutVftz•
F) Or
HTM Btuh/
ft Area (
fig or
perimeter (ft) Load
Btuh)
Area (
ftg or
perimeter (ft) Load
Btuh)
Heat
Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
11
VI-
1 12C-
0sw 2A-
2om 13A-
2ocs Blk wall, s 2A-
2om 2A-
2om 2A-
2om 13A-
2ocs Blk wall, s 11J0
12C-
0sw 2A-
2om 13A-
2ocs Blk wall, s 2A-
2om 12C-
0sw 2A-
2om 2A-
2om 13A-
2ocs Blk wall, s 2A-
2om 2A-
2omd 128-
0sw 11130
16B-
38ad 19C-
19cscp 0.
091 0.
350 0.
201 0.
350 0.
091 0.
350 0.
350 0.
201 0.
600 0.
091 0.
350 0.
201 0.
350 0.
091 0.
340 0.
350 0.
201 0.
350 0.
620 0.
097 0.
390 0.
026 0.
049 ne
ne
ne
ne
se
se
se
se
se
sw
sw
sw
sw
nw
nw
nw
r1w
nw
nw
n
252
9.
69 5.
57 9.
69 252
9.
69 9.
69 5.
57 16.
62 252
9.
69 5.
57 9.
69 252
9.
42 9.
69 5.
57 9.
69 17.
17 269
10.
80 0.
72 0.
47 235
25.
91 4.
37 21.
97 235
24.
67 26.
30 4.
37 18.
51 235
24.
99 4.
37 22.
54 2-
35 27.
09 25.
91 4.
37 21.
97 30.
63 1.
75 1203
1.
41 0.
30 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
71
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
71
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
51
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
101
0
0
0
0
0
152
12
15
0
0
232
0
0
0
0
0
0
0
0
0
0
0
380
0
0
0
0
0
125
1
0
0
0
232
0
0
0
0
0
0
0
0
0
0
0
380
0
0
0
0
0
315
116
145
0
0
585
0
0
0
0
0
0
0
0
0
0
0
273
0
0
0
0
0
294
296
395
0
0
546
0
0
0
0
0
0
0
0
0
0
0
537
0
Vjl
L-
G tl12C-
0sw
y!
1-
D Val
6
Vy
Z
V
1 l
V/
I
G
P
L--
D C,
F
F
F
20P-
13c 22A-
cpl 0.
068 0.
989 1.
88 27.
40 0.
98 0.
00 0
0
0
0
0
0
0
0
155
0
155
0
291
0
151
0
6
c) AED excursion 45 34 Envelope
loss/gain 51 55 1726 2251 12
a) Infiltration 0 0 722 234 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) 51 655 2448 2485 Less
extemal load 0 0 0 0 14
Less
transfer Redistribution
Subtotal
0
0
51
0
0
655
0
0
2448
0
0
2485
15
Duct loads 1 261% 43% 13 280 26% 43% 639 1061 Total
room load Air
required (cfm) I 1 65
1
3 935
39
3087
149
3546
149
Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. St!
tsof'C' 2018Jun-Jun14:54:17 Right -Suite®
Universal 2018 18.0.13 RSU23828 Page 8 GRSE\Lotll3KensingtonReserveSummedandCGRSE.
rup Calc - MJ8 House laces: SE
wrightsoft Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831.2665
Job: Lot11WensingtonReserveS...
Date: 06.03.15
By: BENTLEY
1 Room name BATH 2
2 Exposed wall 15.5 ft
3 Room heigM 8.0 ft heaUcool
4 Room dimensions 10.5 x 5.0 ft
5 Room area 52.5 It'
Ty Construction U-value Or HTM Area (ftq Load Area Load
number BtufUfti•F) Btuh/ftq or perimeter (ft) Btuh) or perimeter
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat C-001
6 L.! 12C-Osw 0.091 ne 252 2-35 40 40 101 94
2A-2om 0.350 ne 9.69 25.91 0 0 0 0
V I 13A-2ocs Blk wall, s 0.201 ne 5.57 4.37 0 0 0 0
G 2A-2om 0.350 ne 9.69 21.97 0 0 0 0
11
1l
12C-Osw 0.091 se 252 235 84 69 174 162
2A-2om 0.350 se 9.69 24.67 0 0 0 0
2A-2om 0.350 se 9.69 26.30 15 0 145 395
y/ 13A-2ocs Blk wall, s 0.201 se 5.57 4.37 0 0 0 0
11,10 0.600 se 16.62 18.51 0 0 0 00
VN 12C-Osw 0.091 sw 252 2.35 0 0 0 0
6 2A-2om 0.350 sw 9.69 24.99 0 0 0 0
13A-2ocs Blk wall, s 0.201 sw 5.57 4.37 0 0 0 0
2A-2om 0.350 sw 9.69 2254 0 0 0 0
12C-Osw 0.091 nw 252 235 0 0 0 0
t 2A-2om 0.340 nw 9.42 27.09 0 0 0 0G
2A-2om 0.350 rnv 9.69 25.91 0 0 0 0
V)f 13A-2ocs Blk wall, s 0.201 nw 5.57 4.37 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0
L
G
2A-2omd 0.620 nw 17.17 30.63 0 0 0 0
P 12B-Osw 0.097 269 1.75 0 0 0 0
L--D 11DO 0.390 n 10.80 12.03 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 53 53 38 74
F 19C-19cscp 0.049 0.47 0.30 53 53 25 16
F 2OP-13c 0.068 1.88 0.98 0 0 0 0
F 22A-cpl 0.989 27.40 0.00 0 0 0 0
6 c) AED excursion 5
Envelope loss/gain 483 736
12 a) Infiltration 233 75
b) Room ventilation 0 0
13 Intemal gains: Occupants @ 230 0 0
Appliances/other 0
Subtotal (lines 6 to 13) 716 811
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 716 811
15 Duct loads 1 26% 43°/, 187 346
Total room load 902 1158
Air required (cfm) 44 48
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
t tsot' 2018Jun-1814:54:17
4.
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 9
GRSE\Lotll3KensmgtonReserveSummerlandCGRSE.rup Calc - MJ8 House faces: SE
Duct System SJob: Lot113KensingtonReser... wrightsofte
yem Summary Date: 06.03.15 Entire
House By: BENTLEY DEL
AIR HEATING & AIR CONDITIONING 531
CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Project• •
For:
RYAN HOMES 3919
CRAWLEY DOWN LOOP, SANFORD, FL32773 External
static pressure Pressurelosses
Available
static pressure Supply /
return available pressure Lowest
friction rate Actual
air flow Total
effective length (TEL) Heating
0.
40 in H 20 0.
06 in H2O 0.
34 in H 20 0.
170 / 0.170 in H 20 0.
270 in/100ft 1283
cfm Cooling
0.
40 in H 20 0.
06 in H2O 0.
34 in H2O 0.
170 / 0.170 in H 20 0.
270 in/100ft 1283
cfm 126
ft Supply
Branch Detail Table Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H
x W in)
Duct
Matl
Actual
Ln (
ft) Ftg.
Egv Ln (
ft) Trunk BATH
c 109 3 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 BATH
2 c 1158 44 48 0.354 5.0 Ox 0 VIFx 26.0 70.0 BED
2 c 1061 35 44 0.328 6.0 Ox0 VIFx 18.8 85.0 st2 BED
3 c 1061 35 44 0.414 6.0 Ox0 VIFx 12.1 70.0 BED
4 c 1198 48 50 0.375 6.0 Ox 0 VIFx 20.7 70.0 GREATRM
h 3768 182 151 0.280 8.0 Ox0 VIFx 29.4 92.0 st1 GREAT
RM-A h 3768 182 151 0.291 8.0 Ox 0 VIFx 24.7 92.0 st1 LAUNDRY
c 935 3 39 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT
h 3087 149 149 0.411 8.0 Ox 0 VIFx 12.8 70.0 MASTER
BATH c 1284 34 54 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2 MASTER
SUITE c 3801 87 159 0.319 8.0 Ox 0 VIFx 21.6 85.0 st2 MASTER
W.C. h 417 20 13 0.296 4.0 Ox 0 VIFx 29.7 85.0 st2 MASTER
WIC h 247 12 9 0.309 4.0 Ox 0 VIFx 25.0 85.0 st2 MASTER
WIC 2 h 346 17 12 0.306 4.0 Ox0 VIFx 26.1 85.0 st2 NOOK/
KITCHEN h 5402 261 260 0.270 9.0 Ox 0 VIFx 33.8 92.0 st1 POWDER
h 1502 73 31 0.283 5.0 Ox0 VIFx 28.0 92.0 st1 STUDY
h 2017 98 63 0.274 6.0 Ox 0 VIFx 32.0 92.0 sti Supply
Trunk Detail Table Trunk
Htg Clg Design Veloc Diam H x W Duct Name
Type cfm) cfm) FR fpm) in) in) Material Trunk st1
Peak AVF 796 656 0.270 570 16.0 0 x 0 VinlFlx st2
Peak AVF 205 292 0.296 535 10.0 0 x 0 VinlFlx wrightsoft'
2018Jun-
18 14:54:19 Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 1 ACiCK...
GRSE\Lot113KensingtonReserveSummerlandCGRSE.rup Calc - MJ8 House (aces: SE
Return Branch Detail Table
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 1283 1283 0 0 0 0 Ox 0 VIFx
wrightsoft'
2018 Jun-18 14:
e 2Ripht-Suile® Universal 2018 18.0.13 RSU23828 Page
GRSE\Lotll3KensingtonReserveSummerlandCGRSE.rup Calc - MJ8 House faces: SE
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lotl 13KensingtonReserveSummeriandCGRSE Builder Name: RYAN HOMES
Street: 3919 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/door jambs 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
cavities shall be filled by insulation that on
Narrow cavities
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
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 sorinkler cover Mates and walls or ceolmn—
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
6/18/2018 3:34 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
NOTE TO BUILDER -MUST PROVIDE UNRESTRICTED
III INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS II
I ITransfer ducts/grills sized in compliance I I
I Iwlth Florida Residential Building Code-M1602.4 I I
I Ibnlnnced return air. I I
EXCEPTIONS 1-3 EXT,IANAI II
I I 814V av
I I
II II
II II
I1 ms.eu GC"xfl I I
ILlI
I
I
I
1 rIl &
c
I I0xI0 2wcdJ
4xlwcd
I 260
I
I
GII I
i I
I II
I II
UI
14x8 lwcd 9'I to
I I
I
J
i '1L
cram
P7
6' Q
U d I I 10x6 lwcd
65
U IT I I lox g I
S
STUDY.
CJd
Ul
O C C FOYEROr-r otv
L d O Ox lw
0i-' 60
O :
Nbgru
I I fU
r X
3.5 TON W/BKW E240V IPH 2 CAR GARAGE 3
D
platform by
bldr
1
r-ras
3 (7
1843 plen r Z fnscale1/8'=1'0' r r-
24x14 rad D
0{G4
T-0e4II ------------------ L r'{xr{arm
4' bath duct
to roof cap
w/fan
Nutone 6 6RNB
Ili
w LC. 1; ODx
4' x4 1
0 1 UIX
vr— 4•
1608 Iwcd
IOx6 lwcd r
4.1
Pq
B' 1 rag
Z
U CL W in3d ,O 4' 14 6'
U (IN Bx4 Iwcd
0 11 a& 10x6 lwcd
S
r4 0 an 6x r g 45 BEDROOM 2
a O 0)
d O L L
1
ae
4 lwc
o
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rian
4 L d 5 l0' I4- +-
3._s. Ox6 rag
OI'll :
14- _P 3 Z X3 I 0x6 rag
0 8 ¢n
b
p 6'
Ix lwc
Bx4 1
B' Qum
40
x
2
613UB' 20x6 rag a'
r L L
6' a
3"pp 14xB 1wCd a
150 . r
m 101c6
Iwcd 5' ®
c Ox6
lwcd Or{
leeKal
4'
bat duct to
roof cap w/
fan Nutone
696RNB Must
have a mInImurl clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value.
J'w4m'ra
l,L/ ,dt, ?a PJ &
75
fo
Viry
RECORD
COPY z
3{ •,..... . iTti
4
lumttople,
Inc, 4[
a, buiLD,
N6 SANFDRD
o
A
RW<6 1
8- 2851
DESCRIPTION AS iFURNISHED: Lot 113, KENSINGTON , RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR V CERTIFIED TO: Ryan Homes/NVR qnc.
3P I1b 1- 21361
RECORD COPY
9h
JJ.17'
JOS• I
5.00'
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LOT 114 O OL6
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5.00'
Ok to construct single family home
with setbacks and impervious area
shown on plain qb- & %, ,t,,P
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40.00' ti9'
LOT 113
23.17
o LANAI y00
5 00'
30.0'
o PROPOSED MODEL
g SUMMERLAND-C
2 CAR GARAGE RIGHT
M
ENTRY
8.7'
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21.3'
16
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DRIVE
25.50 5.55D'
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13 LOT 112
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5.00,
111.32' P.R.M.
LOOP
PROPOSED - FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY "-" I"""_''
FRONT 25
PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20'
PROPOSED DRAINAGE FLOW t G O IMPERVIOUS COVERAGE - 2,235t SQUARE FEET OR 48.69 SIDE 5' FOR 40' LOTS
LOT GRADING TYPE A I QO LOT CONTAINS.4,6001 SQUARE FEET SIDE 7.5' FOR 60' LOTS
CONTAINS 1,5481 SQUARE FEET SIDE a 10' FOR 75' LOTSPROPOSEDFINISHFLOORPERPLANS31.0' Q LIVING AREA
I Q CONE LANAI PORCH CONTAINS 687t SQUARE FEET SIDE STREET - 25'
CRUSETNIIf-YER—SCOTT ASSOC, INC. — LAND SURVE RS
LEGEND - LEGEND -
5400 E. COLONIAL DR. FL. 32807 (407)-277-3232 FAX (407)-658-1436
P . PLAT
F FIELD
PMA_ . POINT ON LINE
TYP. TYPICAL
ORLANDO,
NOTES. .
I.P. IRON PIPE
it. IRON ROD
rltG • POINr DF R[vCAS[ CURVATURE
PLL, • POINT OF COWOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY TINT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF
CAL CONCRETE MONUMENT RAIL • RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IM CNAP/ER SJ-t7 FLORIDA ADMINISTINTNE COD£ PURSUANT TO SECTION 472.027, FLORIN STATUES
SET IF. 1/2' 12../LLB 459• NA NOM-RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORICINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID.
REC. RECOVERED WI. VITHE98 POINT I INS SURVEY WAS PREPARED FROM TTIIE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTIMnONS
P.O.B. POINT Or BEGINNING CAM CALCULATED OR EASEMEMS 7NAT AFFECT THIS PROPERTY.
P. POINT Or CONNEHCENEHT RA /CRNANENT REFERENCE MONUMENT 4. NO UNDERGROUND 7NPROVEMENiS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
S CENTERLINE
NLD IL L DISK
FF. FINISHED FLOOR CLCVAiION
ISL BUILDING SETBACK LINE 5, THIS SURVEY IS PREPARED FOR THE SOLI dENUTT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY.
R/W RIGHT -Or -WAY BH. • BENCHMARK E. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
CSMT. •EASEMENT B.R •BASE BEARING 7. BEARINGS, ARE BASED ASSUMED WTUM AND ON THE LINE SHOWN AS BASE BEARING (B.B)
DRAIN DRAINAGE S. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTKAL DATUM OF 1920. UNLESS OTNERWLSE NOTED. ,
UTIL. • UTILITY
CUM CHAIN LINK FENCE 9. CERFIMIE OF AUTHORIZATION No. 459R.
WOrc, • WOOD FENCE
C/B CONCRETE BLOCK SCALE I- 1' 20 -i DRAWN BY: • • t
P.C. - POINT OF CURVATURE
P.T. • POINT OF TANGENCY CERIIFlED BY: DATE _- - ORDER No.
DESc. - DESCRIPTION
RADIUSR . PLOT PLAN 06-05-2018 3512- 18
ARC cTH
D DELTA
E • CHORD
CA CHORDREARING I NORTH
THIS BUILDING/PROPERTY I DOES NOT LIE WITHIN
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM'
TO X.GRUSENER,.4714
HIM L.S / 4801
ZONE 'X' M / 12117CO09OF (09-28-07)
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
gUILp
QQ S
Permit # $ - 2 N 4 o
ANF
RD
FAgR ,
Project Location Address ( C
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.floridabuildin-g.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 Hung
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 CertainTeed Corp. CertainTeed 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 - 28 Off Ridge Vent 19567 - R1
Other
June 2014
Category/Subcategory Manufacturer Product
Description
Florida Approval #
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
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
W
4451 ST. LUCIE BLVD
low FORT PIERCE, FL 34946
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www.AlTruss.com
TRUSS ENGINEERING
BUILDER: RYAN HOMES
PROJECT: KENSINGTON RESERVE
COUNTY: SEMINOLE
LOT/BLK/MODEL: LOT.113 / MODEL: SUMMERLAND / ELEV:C / GAR R
JOB#: 72493
MASTER#: WRCSUCL5
OPTIONS: LANAI::BATH 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.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSUCL5
JOB #72493
Site Information:
Customer Info: RYAN HOMES Project Name:
Lot/Block:
LOT #113
Address:
City
Model: SUMMERLAND "C"
Subdivision:
County: VARIES
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
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: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 48 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
1 A0005968 A01 4/27/18 13 A0005980 UP 4/27/18 25 A0005992 FL04 4/27/18
12 A0005969 A02 4/27/18 14 A0005981 CJ3 4/27/18 26 A0005993 FL05G 4/27/18
3 A0005970 A03 4/27/18 15 A0005982 CJ3A 4/27/18 27 A0005994 FL06GE 4/27/18
4 A0005971 A04 4/27/18 16 A0005983 CAP 4/27/18 28 jAO005995 FL07 4/27/18
5 A0005972 A05 4/27/18 17 A0005984 CJ5 4/27/18 29 A0005996 FL08 4/27/18
6 A0005973 A06 4/27/18 18 A0005985 D07 4127/18 30 A0005997 FL09G 4/27/18
7 A0005974 A07 4/27/18 19 A0005986 FG2 4/27/18 31 A0005998 FL10 4/27/18
8 IA0005975 B03 4/27/18 20 IA0005987 FG3 4/27/18 32 A0005999 FL11GE 4/27/18
9 A0005976 B03E 4/27/18 21 A0005988 FG6 4/27/18 33 A0006000 HJ5C 4/27/18
110 A0005977 B04 4/27/18 22 A0005989 FL01 4/27/18 34 A0006001 HAP 4/27/18
IA0005979A0005978 CA 4/27/18 23 A0005990 FL02 4127/18 35 A0006002 HP 4/27/1811
12 CAA 4/27/18 24 A0005991 I FL03 4/27/18 36 A0006003 J3A 4/27/18
The truss drawing(s) referenced have been prepared by MTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state 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, perANSUTPI-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 TDDs (also referred to at times as 'Structural
Engineering Documents') are specialty structural component designs and may be part of thr
project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty
Engineer), the seal here and on the TOD represents an acceptance of professioaAhhOnV T.
engineering responsibility for the design of the single Truss depicted on the TO only: The
Building Designer is responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs and all
related notes.
ttltlllllOt,tI
A.",
No 80083 :•
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Tombo III I ,1 uaAno,o,y r. roam m, o-
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1 3 -
A N T_ J III, P.E.
3BBCA22100 0000004C1287DF Page 1 of 2
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3A-1 ROOF These truss designs rely on lumber values established by others. 44#MTRUSSES
A FLORIDA CORPORATION
RE: Job WRCSUCL5
No. Seal # Truss Name Date
37 A0006004 J3E 4/27/18
38 A0006005 J5C 4/27/18
39 A0006006 J6P 4/27/18
I40 IA0006007 J7 4/27/18
41 IA0006008 L01 4/27/18
42 A0006009 L02 4/27/18
43 A0006010 L03 4/27/18
44 A0006011 M6A 4/27/18
45 A0006012 M613 4/27/18
46 IA0006013 MG7 4/27/18
47 A0006014 VM3 4/27/18
48 A0006015 VM5 4/27/18
49 STDL01 STD. DETAIL 4/27/18
50 STDL02 STD. DETAIL 4/27/18
51 STDL03 STD. DETAIL 4/27/18
52 STDL04 STD. DETAIL 4/27/18
53 STDL05 STD. DETAIL 4/27/18
54 STDL06 STD. DETAIL 4/27/18
55 STDL07 STD. DETAIL 4/27/18
56 STDL08 STD. DETAIL 4/27/18
57 STDL09 STD. DETAIL 4/27/18
58 STDL10 STD. DETAIL 4/27/18
59 STDL11 STD. DETAIL 4/27/18
60 STDL12 STD. DETAIL 4/27/18
61 STDL13 STD. DETAIL 4/27/18
62 STDL14 STD. DETAIL 4/27/18
63 1 STDL15 STD. DETAIL 4/27/18
64 1 STDL16 STD. DETAIL 4/27/18
Page 2 of 2
Job Truss Truss Type City Ply RYAN HOMES / SUMMERLAND
WRCSUCL5 A01 Hip Girder 1 1
A0005968
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, designQal truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:07 2018 Page 1
ID:?sOQvllzBGko2hFpRYibzzzOpep-RCH60EA6HsiYeETC061 PNK1220ZzBpHXcRRrzQzMTOM
1 7-0-0 12-4-9 17-7-7 23-0-0 30- 0 1
1 7-0-0 5-4-9 5-2-13 15-4-9 7-0-0 1
Dead Load Deli. = 5/16 In
14 16 " 27 28 " 29 11 W - 31 32 19 17
5x8 =
2x4 II
400 = 5x10 MT20HS=
U8 = 2x4 II
5x8 =
7 0 0 12 4-9 17-7-7 2340-0 3040-0
7-0 0 5--9 5 2-13 5-4-9 740-0
Plate Offsets (X,Y)-(2:0-0-0,0-1-61,f3:0-5-12,0-2-81,f6.0-5-12,0-2-8),f7:0-0-0,0-1-61,f10:0-3-8,0-1-8)
LOADING(psf) SPACING- 2-M CSI.
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.90
TCDL 10.0 Lumber DOL 1.25 BC 0.67
BCLL 0.0 ' Rep Stress Incr NO WB 0.80
BCDL 10.0 Code FBC2017lrP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP 240OF 2.0E
SOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP N0.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-4-6 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-5-11 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 2494/0-3-8 (min. 0-2-1)
7 = 2494/0-3-8 (min. 0-2-1)
Max Horz
2 = 59(LC 27)
Max Uplift
2 = 979(LC 4)
7 = 979(LC 5)
Max Grav
2 = 2494(LC 1)
7 = 2494(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-15=-1917/652, 3-15=-5141/2072,
3-20=-6370/2731, 20-21=-6370/2731,
4-21=-6370/2731, 4-22=-6370/2731,
22-23=-6370/2731, 23-24=-6370/2731,
5-24=-6370/2731, 5-25=-6390/2741,
25-26=-6390/2741, 6-26=-6390/2741,
6-18=-5138/2070,7-18=-1916/652
BOT CHORD
14-16=-537/1138,13-16=-1819/4653,
13-27=-1818/4670, 27-28=-1818/4670,
12-28=-1818/4670, 12-29=-2625/6390,
11-29=-2625/6390, 11-30=-2625/6390,
10-30=-2625/6390, 10-31=-1822/4665,
31-32=-1822/4665, 9-32=-1822/4665,
DEFL. in (loc) 1/de8 Ud PLATES GRIP
Vert(LL) 0.3710-12 961 360 MT20 244/190
Vert(CT) 0.5610-12 644 240 MT20HS 187/143
Horz(CT) 0.11 7 n/a n/a
Weight: 164 lb FT = 10%
BOT CHORD
14-16=-537/1138, 13-16=-1819/4653,
13-27=1818/4670, 27-28=-1818/4670,
12-28=-1818/4670,12-29=-2625/6390,
11-29=-2625/6390, 11-30=-2625/6390,
10-30=-2625/6390, 10-31=-1822/4665,
31-32=-1822/4665, 9-32=-1822/4665,
9-19=-1824/4649,17-19=-483/1138
WEBS
3-13=0/510, 3-12=-927/2062,
4-12=-079/474, 5-10=-689/472,
6-10=-942/2090, 6-9=0/501,
2-14=-1627/562, 15-16=-396/831,
14-15=-1767/696,2-16=-474/1299,
7-17=-1627/562,18-19=-394/829,
17-18=-1766/696,7-19=-474/1298
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; VuIt=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 gnp DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) a 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 979 lb uplift at
joint 2 and 979 lb uplift at joint 7.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 236
lb down and 235 lb up at 7-0-0, 119 lb down and 140
lb up at 9-0-12, 119 lb down and 140 lb up at 11-0-12
119 lb down and 140 lb up at 13-0-12, 119 lb down
and 140 lb up at 15-0-0, 119 lb down and 140 lb up at
16-11-4, 119 lb down and 140 lb up at 18-11-4. and
119 lb down and 140 lb up at 20-11-4, and 236 lb
down and 235 lb up at 23-" on top chord, and 369
lb down and 118 lb up at 7-0-0, 91 lb down and 22 lb
up at 9-0-12, 91 lb down and 22 lb up at 11-0-12. 91
lb down and 22 lb up at 13-0-12, 91 lb down and 22 lb
up at 15-0-0, 91 lb down and 22 lb up at 16-11-4, 91
lb down and 22 lb up at 18-114, and 91 lb down and
22 lb up at 20-114, and 369 lb down and 118 lb up at
22-114 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=1.2!
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) 11=-74(F) 13=-369(F)
9=-369(F) 20=-1 19(F) 21=-1 19(F) 22=-1 19(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)
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Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND '
WRCSUCL5 A02 Hip A0005969
Job Reference (optional) u
Roof Trusses. Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:07 2018 Page 1
ID:7sOQvllzBGko2hFpRYibzzzOpep-RCH60EA6HsiYeETCQ61 PNKI7NOZbBuWXcRRrzQzMTQM
1-0 9-0-0 15-" 21 0 0 30-" 1
1 9-0-0 6-0-0 6-0-0 9-0-0 1
4x6
3x4 = 4x6
Dead Load Defl. = 3/8 in
3x6 II 3x4 = Ub Wei=
3x4 = 3x6 II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.62 Vert(LL) 0.36 10-12 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.75 10-12 478 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(CT) 0.08 8 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30 'Except*
T2: 2x4 SP N0.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 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 3-8-13 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-10 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min. 0-1-8)
8 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 74(LC 13)
Max Uplift
2 = 357(LC 8)
8 = 357(LC 9)
Max Grav
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
2-14=-862/0, 3-14=-709/0,
3-4=-2162/1409, 4-5=-1918/1412,
5-6=-1918/1412, 6-7=-2162/1409,
7-18=-709/0, 8-18=-862/0
BOT CHORD
13-15=-799/896,12-15=-1089/1904,
11-12=-1345/2186,10-11=-1345/2186,
10-19=-1092/1904,17-19=-817/896
WEBS
4-12=-94/494, 5-12=4631310,
5-10=463/310, 6-10=-94/494,
2-13=-625/197, 15-16=-104/371,
WEBS
4-12=94/494, 5-12=-463/310,
5-10=-463/310, 6-10=-94/494,
2-13=-625/197, 15-16=-104/371,
14-16=-146/437, 2-16=0/460,
13-16=-689/761,3-16=-1846/1672,
8-17=-625/197, 19-20=-104/372,
18-20=-147/437, 8-20=0/460,
17-20=-689/763,7-20=-1846/1672
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. 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) 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-M wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 357 lb uplift at
joint 2 and 357 lb uplift at joint 8.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 133 lb FT = 10%
rR.Pbms gY,-r.7117GfnnS6jitu11jm9u TIBUICDtplltnmIDXC ,'IEBCRDMirb.a lrt Clip ".0 drd W..mlint kip A.gyW.r I. hurl 6r4rtlLhhen Lmlbrnr Hen 6r.iuuNuMIM,
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onyT.Tombolll,P.E. hl.
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80083 rfe.
l. binr ire[ein yrd rp..smghrl Fenn torn! lsrinnoupI*-is Its d I.Yq lrsgm,. inn syn. bpu.dolwq Illgiiartr.snnlr.d ono. 4451 St. Lucie Blvd. o
fi NO 2016 A -I 11W bosses-Aellao 1. Imbe ii66(. to robaioa of lAn loaoaern,nu br is idilud.itYedl de.rinee «missin hen A -I loof hisses I. Imb.111, P.L Fort
Pierce, FL 34946 D!
1 l P l a p P r
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
A0005970
WRCSUCLS A03 Hip 2
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. Fri Apr 27 16:56:08 2018 Page 1
I D:7sOQvllzBGko2hFpRYbzzzOpep-vOrU DaAk2Aq PGO20—PYewXaGsQwQwPxgg5BOVszMTQL
r1-0 Q 7-1-8 11 0 0 19-0-0 22-10 8 30-M 31-0-0
1 7-1-8 3-10-0 8-0-0 3-10-8 7-1-8 1 0 0
5x6 11
5x6 /1
Dead Load Dell. = 3/16 In
14 4x6 =
43x4 =
3xa = 4x6 II x6
II 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 YES BCDL
10.0 Code FBC2017/7PI2014 LUMBER -
TOP
CHORD 2x4 SP N0.2 '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 2-7-15 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 6-5-9 oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2 =
1260/0-3-8 (min.0-1-8) 9 =
1260/0-3-8 (min.0-1-8) Max
Horz 2 =
89(LC 12) 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. TOP
CHORD 2-
15=-1296/155, 3-15=-1169/55, 3-
4=-2186/1561, 4-5=-1968/1385, 5-
6=-1800/1341,6-7=-1968/1385, 7-
8=-2186/1561, 8-19=-1169/55, 9-
19=-1296/155 BOT
CHORD 14-
16=-692f716,13-16=-1261/1953, 12-
13=-961/1800, 11-12=-961/1800, 11-
20=-1266/1953,18-20=-710/716 WEBS
4-
13=-362/394, 5-13=- 152/438, 6-
11 =-1 52/438, 7-11=-362/394, 2-
14=-872/358, 16-17=0/372, CSI.
DEFL. in (loc) I/deft Ud TC
0.76 Vert(LL) 0.5813-16 622 360 BC
0.59 Vert(CT) 0.7713-16 465 240 WB
0.19 Horz(CT) 0.09 9 n/a n/a Matrix -
MS WEBS
4-
13=-362/394,5-13=-152/438, 6-
11=-152/438,7-11=-362/394, 2-
14=-872/358, 16-17=0/372, 15-
17=-289/498,2-17=0/793, 14-
17=-474/631,3-17=-1559/1652, 9-
18=-872/358, 20-21 =01372, 19-
21=-290/498, 9-21=0/793, 18-
21=474/636. 8-21=-1559/1652 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.
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 & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water ponding.
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-M wide will fit between the bottom
chord and any other members, with BCDL = 10.
Opsf. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 339 lb uplift at joint
2 and 339 lb uplift at joint 9. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 Weight:
129 Ib FT = 10% 0a
ticq
My
Mwph rrhr h'l l lXf arm fSfitrla@dll WAS(OFlyhtri[I510xj G1Y;lll10RD•J.Irr lira Ierli r,lr pntlm dnd wnnm hmhWI-gilW;nIM IAq I lose.a IMhm uen M'n fte dn,dWnu dddnNils, eey luld,oMrin
uflYnelhbnCnMn111fe1r.uk,qrl"11--S pr hrt;mnmW.."111igr.-P-Om Ftisnwrg wr9gnywAdsr W fm lnliddosd;4 is LIM nth 110"'"k Rl lYlenp nugew lKgr ar1 undJ Anthony T. Tombo 111, P.E. nl nedNlm,4g
WlghbnsyntLle.dorAm.60.ni,eda,:drpnhlnllg lesgnr,r,6,abndor RL44rnls,hdh,Yqu4dl!a1. 11sgxrnld6lMdandl nedMlms. nLaglrdi},ngtYNMndksad,ef,Yo,mNmll7d a80083 arlrigM,rn IAaf
sv.oslu, In MesoiledMpem-d inQWn des hdkq(q® e e WM won 6lJrihYelh nldS111—ddii P."PAW MIYSntM rnraleann l neen41- Mew. lifts" fqm Ne rmsa,rtu,n4n 4451 St. Lucie Blvd. de.lu ldhd of a tex,
a prd nn..,miry inio'n lnehd as lassN pIn-, h IN 11, We; Msipe, n inn Sitre bpsm day MM to gsllM:. nft yded Ylnl Fort Pierce, FL 34946 sppiphl02011Adloci lnssel•Ambo yl.babeIll,G.
tepredidioedtluimmem,iueltar.,npro11dr1riti mAtmincepermissiochemAdloafhoses-Aelbeot1.ImbIII,P.L
WRCSUCLS A04 I Hip
Z. FL 34946, design@altruss.com
Ury
I
My
I
RYAN
2 1
Job Refs
un: 8.120 s Nov 12 2017 Print: 8.120 s Nov 1220
I D:1sOQvllzBGko2hFpRYibzzzC
17-0-0 23-6-3
4-0-0 6-6-3
44 II
4x6
A0005971
Page 1
JzMTQK
Dead Load Defl. = 3116 In
9
0
4x6 II "' — — J%4 =
4x6 II
19-5-8
8-11-1 LOADING(
psf) SPACING- 2110 CSI. DEFL. in (loc) I/deb Ud TCLL20.0 TCDL
10.0 Plate
Grip DOL 1.25 TC 1.00 Vert(LL) 0.45 11-20 799 360 BCLL
0.0 ' Lumber
DOL Rep
Stress Incr 1.
25 YES
BC
0.97 Vert(CT) 0.60 11-13 596 240 BCDL
10.0 Code FBC2017frPI2014 WB
0.25 Matrix -
MS Horz(
CT) 0.10 9 n/a n/a LUMBER -
TOP
CHORD 2x4 SP N0.2 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 require cross
bracing be installed during truss erection,rn accordancewithStabilizerInstallationguide. REACTIONS. (
lb/size) 2 =
1260/0-3-8 (min.0-1-8) 9 =
1260/0-3-8 (min.0-1-8) Max
Horz 2 =
104(LC 16) 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 (lb) or less except when
shown. TOP
CHORD 2-
15=-1219/294, 3-15=-1078/170, 34=-
2249/1650,4-5=-1926/1395, 5-
6=-1532/1289, 6-7=-1926/1395, 7-
8=-2249/1649, 8-19=-1078/170, 9-
19=-1219/294 BOT
CHORD 14-
16=-641/679, 13-16=-1359/2017, 13-
22=-845/1532,12-22=-845/1532, 12-
23=-845/1532, 11-23=-845/1532, 11-
20=-1365/2017, 18-20=-659/679 WEBS
4-
13=-465/531, 5-13=-223/498, 7-
11=465/531, 6-11=-222/498, 2-
14=-852/447, 16-17=0/325, 15-
17=-350/525,2-17=-367740, WEBS
4-
13=-465/531, 5-13=-223/498, 7-
11=-465/531, 6-11=-222/498, 2-
14=-852/447, 16-17=0/325, 15-
17=-350/525, 2-17=-367740, 14-
17=-448/561, 3-17=-1593/1624, 9-
18=-852/447, 20-21=0/325, 19-
21=-351/525, 9-21=-36f740, 18-
21=-448/566,8-21=-1593/1624 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.
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 & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water ponding.
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, with BCDL = 10.
Opsf. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 358 lb uplift at joint
2 and 358 lb uplift at joint 9. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 Weight:
133 lb FT = 10% oeq
n„,r nrrglrl r,.u. r'1I IJGI II7SSFS j¢u1t10141; fltxS a f01pllC11 (ISI(loj 617; x[1 11pD',dler he hror kdp pmins d „d do ns tins M:p nr.q (fIP, d o, lA l l Ts4 A111 M.a, Sim hM1, „, 0deu M.nr wd n h 1M, Y WTeYrrsMrYffttllhnNMdlJUnhrddh,Ii„t hap 6pra(I,, SIe;IAlDpefp, ud o(lOD „Fes,mpmpr db dn>I,dgx,q„y Ultlry M1r ty l„Tdd trae i„ff equne„n, I00 h w1. i>LI. IY trap „„ymu .W.I.umn„t „ml I.W.I. don Tmslu r InIt"IshmpfdrNl doe 0-0.Q—*"A vdrv.orl.l6g hap„.. t. i nndra nLnr M -ilk W 1.Ygid,d TR1 Th gxnd now too dmba,,.do,T„„..d.ngkd4ftgr. k lft dk„q 011% no „g su'l" Anthony T. Tornbo 111, P.E. W
l.lathsynd[r. .tA T,ION. or aoddrrM'.d paa.s doe Wkqugterdsdrq hhAm.fux rrYNef lrinow U14—d.eu*P. rd Pam %I 5 1L'PosAtms 1M„ dor L„sh L„s 480083 ZE rn„Nutmdq.ce,d qrd r r..im,r li dl r.tes wrd„t Ile l„st@srt[gav 6ICTY{.'liphtya,,rlmsliv. hr.,.d l erdog logflyd nrnnn/dn1.I1N "Pa InPE4•dfm`a*'raraafst 4451 St. Lucie Blvd. GppipM01DIAAlbdlr.sses•AnYoll.
l.elolll,trisfobmo.dlliobmnem,in.rylw,ispoAi6Bedwidonsher,into permission boor Adtell lnnet-Ae16u11insists lnJL Fort Pierce. FL 34946
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
A0005972
WRCSUCL5 A05 Common 5 1
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. Fri Apr 27 16:56:10 2018
5.00 12 4x6 =
3
3x4 = 4x6 = 3x4 =
4x6 II
4x6 II
Dead Load Defl. = 1/4 In
10-0-15 19-11-1 30-0-0
10-0-15 9-10-2 10-0-15
Plate Offsets (X,Y) - [2:Edge,0-0-0), [10:Edge,0-0-0)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.43 12-14 >841 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.68 12-14 >533 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 137 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 N0.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
pudins.
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. (lb/size)
2 = 1260/0-3-8 (min.0-1-8)
10 = 1260/0-3-8 (min.0-1-8)
Max Horz
2 = 118(LC 12)
Max Uplift
2 = 374(LC 12)
10 = 374(LC 13)
Max Grav
2 = 1260(LC 1)
10 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-16=-1087/210,3-16=-944/109,
34=-2207/1601, 4-5=-1996/1528,
5-6=-1909/1552, 6-7=-1909/1552,
7-8=-1996/1528, 8-9=-2207/1601,
9-20=-944/109,10-20=-1087/210
BOT CHORD
15-17=-689/735,14-17=-1295/1966,
14-23=-737/1363,13-23=-737/1363,
13-24=-737/1363,12-24=-737/1363,
12-21=-1299/1966,19-21=-707/735
WEBS
6-12=471f701,8-12=4251553,
6-14=4711701,4-14=425/554,
2-15=-771/401, 17-18=0/267,
WEBS
6-12=471IR01, 8-12=-425/553,
6-14=471ROI,4-14=-425/554,
2-15=771/401, 17-18=01267,
16-18=-290/484, 2-18=0/637,
15-18=-501/613, 3-18=-1631/1625,
10-19=-771/401, 21-22=0/267,
20-22=-291 /484, 10-22=0/637,
19-22=-501/618,9-22=-1631/1626
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 & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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, with BCDL =
10.Opsf.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 374 lb uplift at
joint 2 and 374 lb uplift at joint 10.
LOAD CASE(S)
Standard
xYq tiro Mr rrev.n•,II7GF nnwfslntre arul nlxsarpelmnllmoxi'rntr;7llrCilElislR hw trMr,qr rmndrbdorns Im,r,p re.gtrta;u4tArf I Irk41 I. hh—unsw ne.N ow.. ore 4e IN, try
Hutton rrv, sxrrwu a Im km.keln,kn Igrepe•slau5 kPMmu4rorlw gm ..up.n4orMn urgsn,g xtiwvr+oraprleruyeun eq M,.ermo.ry.rmlhl nw n,rpm wgr.ew ,nrmp Anthony T. Tombo 111, P.EIa80083
4451St.LucieBlvd
Fort Pierce. FL 34946
bppilhl t01b16 Ad pod Losses - Am6osy 1. Tombs III, P.L.lepro6oGiouf On 4mnera, in soy lorry is prolilue6 rrthesM the nines perm ssir hex Ad tool bees • Aslbony T. bubo 111, Is[.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND e
WRCSUCL5 A06 Hip 1 1 A0005973
Job Reference (optional);
oo , russes, Corr Prase, ru ,,v 6, deslgnraa rwss corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:10 2018 Page 1
1 D:?sOQvilzBGko2hFpRYibzzzOpep-snzEeGC_an46ViCn5Eb6?yfd7EbHOF8zl PgValzMTQJ1-0 9-0-0 10 0 15 0-0 21-" 3040-0 1-0
9-0-0 1 8 0 4%-0 6-0-0 9-0-0 '
7x10 MT20HS!::; 3x6 =
4x4 4x6
Dead Load Dell. = 3/8 in
1 a
d
3x4 =
5x6 WB=
3x4 = 3x8 MT20HS11 3x6 II
LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Well Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.37 12-14 985 360
TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.76 12-14 471 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) 0.06 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T1: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 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 3-6-10 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-5 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min. 0-1-8)
10 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 86(LC 13)
Max Uplift
2 = 336(LC 12)
10 = 413(LC 13)
Max Grav
2 = 1260(LC 1)
10 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-16=-864/0, 3-16=-693/0,
3-4=-2211/1469, 4-6=-1853/1498,
6-7=-1939/1471, 7-8=-1919/1427,
8-9=-2163/1425, 9-20=-709/0,
10-20=-862/0
BOT CHORD
15-17=-818/910,14-17=-1155/1961,
13-14=-1362/2179,12-13=-1362/2179,
12-21=-1107/1905, 19-21=-820/895
WEBS
4-14=-63/488, 7-14=-471/262,
7-12=-318/312, 8-12=-95/493,
WEBS
4-14=-63/488, 7-14=-471/262,
7-12=-318/312, 8-12=-95/493,
2-15=-629/197, 17-18=-138/370,
16-18=-200/476, 2-18=0/461,
15-18=-704/780,3-18=-1950/1773,
10-19=-625/203, 21-22=-105/370,
20-22=152/414, 10-22=0/460,
19-22=-687/764,9-22=-1845/1682
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. 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) All plates are MT20 plates unless otherwise
indicated.
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-M 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 336 lb uplift at
joint 2 and 413 lb uplift at joint 10.
8) Graphical puriin representation does not depict the
size or the orientation of the pudin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 138 Ib FT = 10%
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Fort Pierce,
Lucie Blvd.
e r ht01016AIfoollasses-Aethae 1.lomhe111,PL to ulaaiaustiniomaem,inal In is mlibdd.itiemthenine) ermissieehemA•Ilooshesses-lenhe111,P.I. Pf' P r P r a p P Anthonyr
Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND
A0005974
WRCSUCL5 A07 Roof Special Girder 1 1 JJob 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. Fri Apr 27 16:56:11 2018 Page 1
I D:7s0Ovi IzB G ko2h F p RYi bzzzOpep-KzWcscDd LSCz7snzfy6LYACkOdt07dy7X3P36BzMT01
1-0 6-5-7 10 8-0 14 0 18 6 4 23-0 0 26 1-3 30 0-0 1
1 6-5-7 4-2-8 3-8-0 4-2 4-5-12 3-1-3 3-10-13 1
4x4 = Dead Load Dell. = 5/16 in
J
4x8 =
US —
U8 = 6x6 = 5x10 =
Sx6 =
1041-0 18-6-4 23-0-0 30-M
1041-0 7-10-4 4-5-12 7-0-0
LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.34 11-12 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.58 11-12 616 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.82 Horz(CT) 0.11 9 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP N0.2 'Except'
T4: 2x4 SP M 30
BOT CHORD 2x6 SP No.2 'Except'
B2: 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP N0.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-10-7 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 5-10-5 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. (lb/size)
2 = 1767/0-3-8 (min. 0-2-1)
9 = 2619/0-3-8 (min.0-2-3)
Max Horz
2 = 86(LC 32)
Max Uplift
2 = 530(LC 8)
9 = 908(LC 9)
Max Grav
2 = 1767(LC 1)
9 = 2619(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-16=-1005/209,3-16=-3484/1059,
3-4=-3179/1008, 4-5=-3163/996,
5-6=-5665/1959, 6-7=-5665/1959,
7-8=-5411/1883, 8-19=-5456/1918,
9-19=-1697/529
BOT CHORD
15-17=-340/748, 14-17=-952/3135,
13-14=-1542/5043, 12-13=-1542/5043,
12-21=-1629/5040,11-21=-1629/5040,
11-20=-1682/4928,18-20=-444/1240
BOT CHORD
15-17=-340/748, 14-17=-952/3135,
13-14=-1542/5043,12-13=-1542/5043,
12-21 =-1 62915040, 11-21 =-1 629/5040,
11-20=-1682/4928,18-20=-444/1240
WEBS
3-14=-321/297, 4-14=-643/2146,
5-14=-2863/1091, 5-12=-433/905,
6-12=271/193,7-12=-337/770,
7-11=-319/1164, 8-11=-139/254,
2-15=-919/154, 16-17=-50/415,
15-16=-1241/349, 2-17=-204/837,
9-18=-1425/449,18-19=-1901/654,
9-20=-417/1307
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. 11; 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) 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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 530 lb uplift at
joint 2 and 908 lb uplift at joint 9.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 285
lb down and 235 lb up at 23-0-0 on top chord, and
1309 lb down and 474 lb up at 21-4-12, and 369 lb
down and 118 lb up at 22-11-4 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).
PLATES GRIP
MT20 244/190
Weight: 172 Ib FT = 10%
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 14=-60, 4-5=-60, 5-7=-60, 7-10=-60,
15-18=-20
Concentrated Loads (lb)
Vert:7=-189(B)11=-369(B)21=-1309(B)
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1—ftw"u,r
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Anthony ll, P.E.
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Fort Pierce, FL 34946
oppiphf tJ 7RI6 Ad
bd Inttet- Anloq I. bmbo 111, P.I. Ieprodo°ia d dis decorem, in ny Ina, is prolihited r:then he amen permission hom A -I Roof Irosses - Anhoay I. toahe III, r L
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND '
WRCSUCL5 B03 Common 7 1 A0005975
Job Reference (optional)
0 ierw, I L ,r.—., ucsryt,%ya Iuuss.com Run: 8.120 s Nov 12 201 r Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. FriApr 27 16:56:12 2018 Pagel I
D:?sOQvilzBGko2hFpRYbzzzOpep-o94?3yE F6PKgkOMADfda4Nl1 J 1 BNsDNGIj9cedzMTQH 1-0 0 6-5-7 104!1-0 14-108 2140 2-4 1
0 0 6-5-7 4-2-8 4-2-9 6-5-8 1 0 11
4x4 =
3x5
II 5118 = 3x6 II fie,
LOADING(
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud TCLL
20.0 Plate Grip DOL 1.25 TIC 0.41 Vert(LL) 0.17 10-17 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.35 10-17 726 240 BCLL
0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL
10.0 Code FBC2017lrP12014 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 4-7-11 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. (
lb/size) 2 =
913/0-3-8 (min. 0-1-8) 8 =
913/0-3-8 (min. 0-1-8) Max
Horz 2 =
86(LC 16) Max
Uplift 2 =
274(LC 12) 8 =
274(LC 13) Max
Grav 2 =
913(LC 1) 8 =
913(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
12=-993/101, 3-12=-923/55, 3-
4=-1433/1075, 4-5=-1127/850, 5-
6=-1127/850, 6-7=-1433/1075, 7-
16=-923/55, 8-16=-993/100 BOT
CHORD 11-
13=-483/445, 10-13=-832/1271, 10-
17=-837/1271, 15-17=-501/445 WEBS
5-
1 0=-394/604, 6-1 0=-370/444, 4-
10=-370/444, 2-11=-664/300, 13-
14=0/306, 2-14=0/630, 11-14=-283/461, 3-
14=-872/1131, 8-15=-664/299, 17-
18=0/306, 8-18=0/630, 15-18=-283/466, 7-
18=-872/1131 WEBS
5-
10=-394/604, 6-10=-370/444, 4-
1 0=-370/444, 2-11 =-664/300, 13-
14=0/306, 2-14=0/630, 11-
14=-283/461, 3-14=-872/1131, 8-
15=-664/299, 17-18=0/306, 8-18=0/630, 15-
18=-283/466, 7-18=-872/1131 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-- 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)
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)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 274 lb uplift at joint
2 and 274 lb uplift at joint 8. LOAD
CASE(S) Standard
Dead
Load Defl. = 3/16 in PLATES
GRIP MT20
244/190 Weight:
96 lb FT = 10% r
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Lucie
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34946 oppiphlO7016A-Ibdlnttes-Aollogllonhaill,Ll. heptobaiarofdislotane'd oaytut,isptakibitd illerithernneopemissieshenA•Itoolirises-lothroy1.6nlrill,.I.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUCL5 B03E Common Supported Gable 1 1
A0005976
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, designra@altruss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16-56:13 2018 Page 1
I D.7s00vilzBGko2hFpRYibzzzOpep-GMeN GI EtsiShM9xMnM8pd bH HERm6bjFP_Nu9A4zMTOG
1-0 Q 10-8-0 21-4-0 22 4 Q
1-0 0 10-8-0 10-" 1-0 n
4x4 =
3x4 II ,,, ,,, 3x4 II
5x6 =
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 14 n/r 90
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 14 n/r 80
BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0 00 14 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-7,
Right 2x4 SP No.3 1-6-7
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 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. All bearings 21-4-0.
lb) - Max Horz
2= -86(LC 13)
Max Uplift
All uplift 100 lb or less at joint(s) 2,
21, 22, 23, 19, 18, 17, 14 except
24=-110(LC 12), 16=-104(LC 13)
Max Grav
All reactions 250 lb or less at joint(s)
2, 20, 21, 22, 23, 24, 19, 18, 17, 16,
14
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
7-8=-115/271. 8-9=-115/271
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 & MWFRS for reactions shown; Lumber
DOL=1.60 plate gnp DOL=1.60
3) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as
per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise
indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent 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-M wide will fit between the
bottom chord and any other members.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except Qt=lb)
24=110,16=104.
10) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 2.
LOAD CASE(S)
Standard
5
14d
PLATES GRIP
MT20 244/190
Weight. 110 lb FT = 10%
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r.Ydgmrg... s.rhal.r,.nnd Ikrm,o<v*t nUiniwyorurc,Im,sltMfgwoA. Md/g m guadmn..nr!.d.tl+l 4451 Lucie
Fort Pierce,
FL 3494 34946 GpyripNCllOIdARedbestesAollayl.
le.bIII,IE. IepmdenLoel[his demmrol,iemyTom, rspoh,botduuhmithe adieepemnsruhmA-lrenlbustes Aerhooyl.leedrolll,r.1.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND '
WRCSUCL5 B04 Common 3 1
A0005977
Job Reference (optional)
Al Root I cusses, Tort Pierce, FL 34946. design()altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industnes, Inc. Fri Apr 27 16:56:14 2018 Page 1
I D:?sOQvllzBGko2hFpRYibzzzOpep-kYCIUdFVdOaY_J W K4f2AogNhrtoK6sZD 1 ebWzMTQF 1-
0-0 6-5-7 10-" 14-10-8 21-4-0 _ 1
0 0 6-5-7 4-2-8 4 2-9 6-5-8 4x4 =
Dead
Load Defl. = 3/16 In 3x6
11 Sx8 = 3x6 11 1041-
0 10-8-0 Plate
Offsets (X,Y)— 2:0-3-11,0-041, [8:0-3-0,044], 9:0-4-0,0-3-01 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.17 9-12 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0 36 9-12 720 240 BCLL
0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL
10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 94 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP N0.2 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 pudins.
BOT
CHORD Rigid
ceiling directly applied or 2-2-0 oc bracing. MiTek
recommends that Stabilizers and requir:ed: cross
bracing be installed during truss erection accordance
with Stabilizer Installation quide. REACTIONS. (
lb/size) 8 =
852/Mechanical 2 =
915/0-3-8 (min. 0-1-8) Max
Horz 2 =
95(LC 12) Max
Uplift 8 =
245(LC 13) 2 =
274(LC 12) Max
Grav 8 =
852(LC 1) 2 =
915(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
15=-992/98, 3-15=-923/52, 3-
4=-1436/1081, 4-5=-1130/856, 5-
6=-1131/857, 6-7=-1440/1084, 7-
11 =-954/104, 8-11 =-1 000/141 BOT
CHORD 14-
16=-525/447, 9-16=-869/1274, 9-
12=-874/1280,10-12=-546/463 WEBS
5-
9=-401/606, 6-9=-376/449, 4-
9=-369/443, 8-10=-634/170, 12-
13=0/303, 8-13=0/687, 10-13=-281/439, 7-
13=-804/1038, 2-14=-664/300, 16-
17=0/306,2-17=0/630, 14-17=-285/457, 3-
17=-878/1135 WEBS
5-
9=-401 /606, 6-9=-376/449, 4-
9=-369/443,8-10=-634/170, 12-
13=0/303, 8-13=0/687, 10-
13=-281/439, 7-13=-804/1038, 2-
14=-664/300, 16-17=0/306, 2-17=0/630, 14-
17=-285/457,3-17=-878/1135 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 & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 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 100 lb uplift at joint(
s) except (jt=1b) 8=245, 2=274 LOAD
CASE(S) Standard
YaM
Mobnq*Ink. 2,*14 T 1RR58('60llrI fl10111IMjt(61Qfe11IIj16Y IRr {lR7eLIr6Yl0'hr. TO41spl—ml rl mW eNs ms 1w Drsy hrngMvWtr l I Ink 0.111r,4rne Wnhhre nr Ihhls Comm uhlrM Im. rh Widr *
plm,,klhndYrhlobheeW lselmsbrur4penpe.yendr[qwa}Yeuelrgltiameesrveprueltradncwlrywugmlrsd,wMhvpYershthtrnslgYYlrhl,lwle,ralM1l, hhupnvepu,ihelugr5aeten Anthony T. TomUo III, P.E. deseYtrsimstinlltinyrfiN.lelhe6nn,trfheniwMaetgwu6hdhghspr,YhsepnelaeYLhY(retrhsde.Alyikeolllll f4epn.d i160ergerN.vrlrlmsesd,igrPgmt r..sklrrrlhgslmaYenslrshepl -80083 trtuyakarlmYrr
lY.raear.YttorheFer n wlrhhn r1.e,1w..+l ryr..e(cWrurll m rsurer andrp.o r.y.r mlie.,14raper4a.er dwa4mlm,p geY,Lre hvp lgexrd imsY.elw'.r, was 4451 St. Lucie Blvd. ena.ne hh,r tlelrYaaed rl...,h h al.,., wd d iruneoeur t5,enhrll ae l.u oa*a.. U.+rinh. [epradr; Mi4q 11 nldWeltr.. rea MW.iMI For,
Pierce, FL 34946 eppipblQ7616A1tYYlhates
Adhoeyl.lenbYll0l Itpm6Y1fmY of ibis 6uYmen. is ay 6ssY,npmbsbdd snRtYl The w"Isil pemmsmY hn A l hol hoses AYOeYyl.lenbeiil,r.l.
Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND
A0005978
WRCSUCL5 CJ1 Comer Jack 6 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design 31 truss.com Run- 8.120 s Nov 12 2017 Print: B.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:15 2018 Page 1
I D:?s0Ov11zBGko2h F p RYi bzzzOpep-Ckm7 hzG7O K i PbT41u nAH iOMcRF S03ci i Rh NG FyzMTO E
1-0-0 0-11-11
1 0 0 0-11-11 -
1.Sx4 -
0-11-11
0-11-11
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/de0 Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 2441190
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 FBC2017rrPI2014 Matrix -MR Weight: 5 lb 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
puriins, except end verticals.
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. (lb/size)
3 = 10/Mechanical
4 = 5/Mechanical
5 = 150/0-3-8 (min. 0-1-8)
Max Horz
5 = 37(LC 9)
Max Uplift
3 = 10(LC 1)
4 = 5(LC 1)
5 = 88(LC 8)
Max Grav
3 = 12(LC 8)
4 = 11(LC 3)
5 = 150(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=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 & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Bearing at joint(s) 5 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4, 5.
LOAD CASE(S)
Standard
r.ry.MvOr wn.o-.h(.Irwfmsmruutrlaeulnuar(mancu[mori¢Tir';uucnrrwtr...lrrry,r..mndv un.n,l•n,u„r.rr lrco;drrwrl.lrsart.m.nrwnlr,,. un,mn.vani.mm,.y
umvorm r>a+,wrwae.ra. rr (,riL1ns,(
grapr.
sKe(hw. mwwnlcr vnrm.mra,+dM m x+mrmr.wrnr,darr 4s.wlrn,rraN.dlro.dot+1 napnvq.mhryr.eurL r u? Anthony T. Tombo 111, P.E. druaiolmfM.
lWlghhrul.,hlnadOm.OrOminr td¢frhWlnrO.r,•diwunrrdlll,4 derhdl.ygcArdlFl lhpnnlrlhlDdFldlnrAVtm nirgld7gar r..mlc.dYnq,A dnywWn4 a80083 4puglnto.
W1e N-s'saw. IN100d D.pmnd rrdm, din 0(ny n ldm Ob•n!•P61f p0dW htr nl Sxl nrdranl'J mlplalL IRIMLItrlrnrl6J/andFrnl4Ln, Dtu:n,he, Asp[¢n.f lnu rnlrnn,6„ AnMu
Id,dryr6a eq.l q...rmrII dl Intn InY,nL Nh.uddt Fq.ahRIOr liiq M,+pr,n InnfleatTwf4 Wr, N 3faM r•n ornIdtl RII 4451
le Blvd FortPierce, e,, Fie 34946 6ppipht01p1pA
Ibdlnstes•lullag 111,1.1. hpnlodio d(hol moem,ioarlw.,i,pmhhnedriHentherrinnpnmiuinh oAdtocllmte,A 1M1 erl.beholll,rl
Job Truss Truss Type Ob Ply RYAN HOMES / SUMMERLAND
WRCSUCL5 CJ1A Corner Jack 2 1 A0005979
Al Rrv,f Tnlccnc Fnrt Pia— 9:1 9d0dR ,t—,,...f—,,..,....
Job Reference (optional)
y• .,nr. o—u s Nov i4 cu 1 r rnn[ 8A20 s Nov iz 20 i Mi iek industries, Inc. Fn Apr 27 16:56:16 2018 Page 1
I D:7s0OAIzBGko2hFpRYibzzzOpep-gxKVvJH19dgGDdfxSVh W FDvoOeoPo3ysgL7pnPzMTOD
0.11-11
1-0-0 011-,1 -
Lx4 =
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190TCDL10.0 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 FBC20171TPI2014 Matrix -MP Weight: 5 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
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. (lb/size)
3 = 8/Mechanical
2 = 13010-8-0 (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=S.Opsf; BCDL=S.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 2, 4.
LOAD CASE(S)
Standard
rudq Ph,pp.w r"h.is•rllurnrmrslusrtarusnuulmlanas(InakiT.r;lIUCralwIrWr,te:Iritl'pntlmrrer/nwnnc,A,p r.ylRAr6lE1w1S hrbgll.hhn,LMlrirw, dp,er•nvuniwmml,wydi,lur.m,rn„MbrulWhlppb,nl I,Ih,Ie,lywrpe,Spnrypp,M,bwllwglrl,Itwm{rnt,dbtdn,mdqus•,gnywvllgMWln}dbfayllnnLgminhlCDwa,r fRl ibtwpnwq m rwnwL,mZtrrwdpnlmlbql.pgn0erpp,dJn ea.Nam.60—, wneCdrt n d t.am Oeppr.b mmad m OLr, C rnr hd k. "had Mi. N MThony T.
z 80rtIb0111, P.E. gtndd6l01rmhdl nrdpr ln,t dygbria;eh,h0nwdhm,M Y Wlpdatuyh,wroew=80083buth9wrhISOetkarkup.,
u Inn SIM Eym deq Was 10gfdvMprnwentd.MwRn 4451 St. Lucie Blvd. Fort Pierce,
FL 34946 Gppl1M01011Adboflnsses-A01LImhIIIJ.I. tepid ma Illitl m em,motfwgirpl0libitdr,Iherlthe rnrtolerwuinhem A•I[col hmn.A Ihurl.4wk III, G[.
Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND
A000598O
WRCSUCLS CJ2P Comer Jack 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 MiTek Industries, Inc. Fri Apr 27 16:56:16 2018 Page 1
I D:7s0Ov1IzBGko2hFpRYbzzzOpep-gxKVvJH19dgGDdfxSVh W FDvoUenyo3ysgL7pnPzMTOD
1-0-0 1-5-11
2x4 =
0-3-8
a3-8
1-5-11
1-2-3
LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) 1/defl LJd 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 0.10 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 FBC2017/TPI2014 Matrix -MP Weight: 6 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-5-11 oc
puriins.
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 = 7/Mechanical
4 = 4/Mechanical
2 = 174/0-3-0 (min. 0-1-8)
Max Horz
2 = 43(LC 8)
Max Uplift
3 = 9(LC 9)
4 = 8(LC 9)
2 = 137(LC 8)
Max Grav
3 = 8(LC 22)
4 = 12(LC 3)
2 = 174(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; 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) This truss has been designed for a 10.0 psi bottom
chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except Qt=lb) 2=137.
LOAD CASE(S)
Standard
r.q for. h..A—e.*h 1170f RMNun QeEul FEW&10MCIs(ISI0xj6TSY;xuteLa:olr ore ledr Ydpfn.mdml uoop,hn,lm*d,.egtR9;dlr lAoil Irb0.lLhpmSlenw.e + Wn+drw d.ednpme,rj
dmdrwMlkl+u b,tdhpfNbodr„hs+kvpfq..p,.WIAE IeltoodoorMpupmett."FewdpMonuwdgam+gngowuqbipdmpop,.*T to++dr for 00!,A.Mi. lt,depm,gcmltiq,.de„suodmti Anthony T.Tombo111,P.E.
dneoehlm+YgWdael+preq.dda,dp0.,..pOm+,Orvd,RfoppNnlDeupu,.probn plll,hr0.d0,6d1.1a1n4dfF116pnd pl0ldo!hello,dgfn+t_d,i{lael}gtge.6+elerdYoq+lllNprt+p,Yllhd a80083
pla'lar hsp+d4e.>n. IO oa+td,..b NDdprbo+d pdehnldp 4d.q(e„m Sdnrlb oo p6fj r14,bd If,171 wl sxlnrtt.rtdh pmlplru. iRl tlr„fintpnddm++dbm,omhn+d,gm.Ln+pvp [epmdrmtYw.M.o, rYs+ 4451 St. Lucie Blvd.
A..lu tlud If. C" qed r*,. mLf Iron foes ln,hd lb I." Sup For— Is101 tr WA.; hsurn, n Ns, Sro. b me d er Wirt IO g3dad.•n ors orlfud h 1141 Fort Pierce, FL 34946
oppip6s 0 7016 A -I tell losses - Aot6oq 1. bmho Ill, P.I. teprobdioo of ttb bomem, in uy form, is prnbihited .ilheoi the nine) permusioo hem Ad hol Tomes • Asrhon7l Toolo III, p.1
Job Truss Truss Type City Ply RYAN HOMES / SUMMERLAND '
WRCSUCLS CJ3 Comer Jack 6 1 A0005981
Al Roof Trusses. Fort Pierre FI a4rtaa rlaeYnn/hun,ec o.. . o .
Job Reference optional)
067 4w 1 1 e-,bu. o. ,cu s NOV Ic 201ir rwr lex Inaustnes, Inc. Fri Apr 27 16:56:17 2018 Page 1 I
D:7sOQvllzBGko2hFpRrbzzzOpep-87uu6fHNwxy7mE70CDInRSx6279XWC9v?sNJrzMTQC 1-0-0 2-11-11 1
0 0 2-11-11 - 1.
5x4 = LOADING(
psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 4-5 999 360 MT20 244/190 TCDL10.0 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 FBC2017/TP12014 Matrix -MR Weight: 11 lb 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 2-11-11 oc purlins,
except end verticals. 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. (
lb/size) 3 =
69/Mechanical 4 =
28/Mechanical 5 =
194/0-3-8 (min.0-1-8) Max
Horz 5 =
69(LC 12) Max
Uplift 3 =
57(LC 12) 5 =
72(LC 8) Max
Grav 3 =
69(LC 1) 4 =
51(LC 3) 5 =
194(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 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.
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 & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 2)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads. 3) '
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. 4)
Refer to girder(s) for truss to truss connections. 5)
Bearing at joint(s) 5 considers parallel to grain value using
ANSI/TPI 1 angle to grain formula. Building designer
should verify capacity of bearing surface. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 3, 5. LOAD
CASE(S) Standard
q
nn,e iregYr rule. h 71170f fIrSS6rLLLlrI QI',LLI fIUIS L (OC fIICK (IS1 b j InT 1([1Cnti:dlAi• he TA hslp pndm d rtd an. l lrh R l l Ydrtn Led Mai b1 ad,,, &". add r be f0l, wy rtldmM('rf,rbllhnMMb170b..dd l,rirn, hs¢Igr.p,•SK. bpe;b, udnq(ppn[roemo.bpndb fdndd q erlq rnrrNEq brgn,pd0e y ye lnu LwWbbe lOD ,.W Rl h1!wpbugnw ldgrrm.tved"? Anthony T. Tombo 111, P.E. saIdielm,WgWligh4rurwfdJmdbrAon'lw [is l.tl gOmp•,.trumddtoELM Mloss "I-V Yb4.11 I ingp,ndhlDpdFEellnedNlmt.7eylrJ'igargr,InhE.rdhnq,YflbbediNWlnd dI.L17r,pod4ndee0.o„den•410DdM1rau,vrddendmbdig(wpmYdnlbS.m. Yl4hrhlAdflUb,eehndb#mop, x 80083 IM1IYLe,i,dgmulsn.IMndLhn,Ae}..Ln,lnp[gmellm,.nhpu,un An.lu raidlr. Gtrd qrd gw..tmq lr dl p:n Yndni rY,l„ud,rf Egiee,brOl ie laYq hsyM1,xlnn Sren Egon dear rrfq IA rpiiaM:nnn Madhllll, 4451 St. Lurie Blvd Fort Plerce. FL
34946 OP1iilY101016 Ad lnflrtse,•Aniery 1. bmb.11l, P.I. [eproltdienlrli, loconem,io ulln.,itpmlilird rithen the Hare. permittis.h.o Ad Joel h.un•Ml6nrl.lmkoIII, U.
Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND
A0005982
WRCSUCLS CJ3A Comer Jack 2 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:18 2018 Page 1
I D:?s0OvllzBGko2hFpRYibzzzOpep-dJRGK?IOhF4_SxpJZwk_Ke_76SSrGzS98fcwsHzMTOB
1-0-0 2-11-11
1 0 0 2-11-11
1Pa
ZX. —
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/dell L/d 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 0.14 Vert(CT) -0.01 4-7 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a We
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 11 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
puriins.
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 quide.
REACTIONS. (lb/size)
3 = 70/Mechanical
2 = 187/0-8-0 (min.0-1-8)
4 = 36/Mechanical
Max Horz
2 = 67(LC 12)
Max Uplift
3 = 42(LC 12)
2 = 103(LC 8)
4 = 30(LC 9)
Max Grav
3 = 70(LC 1)
2 = 187(LC 1)
4 = 51(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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except Qt=lb) 2=103.
LOAD CASE(S)
Standard
a.r1e,.M,eo ee,er..h•1 n41 ass r,Inllrteu l8xdaraaxnLalm,o,l;a+.mxuen aur r., nrhrap,.e...rdreel tm.rarhe,Anppe.n,lll4;.irwn Iasr Atrf terror Lea efn, an, e,r.ire wee.m ao..y
m,aeenm,la, mrearhnl..eN huplg—P.SpAEfmr 1mW..1M,gnwro p.dneprnor/npnv,ny W0IWINlm*doergnin:,L7ead TW.IfeeA.PRi llel.p...AnthonyT. Tombo111, PE
06.1.11ue11 dm1,no" e,iOneld0.m.40m ,meth WSWan ltl4lK.IbMY."I'd'edMI. .80083
hl lghrpnrlecen.l0„raw.eeiroanpme,.e paeme,aoe acre,cey.m+dnlm.m.0a7puwtirndsul „d.Karp.eu ao.mir>.er ee,p.aw,erwe,eoi e„h e..re„oe,e[.pee.rmra rc.. «, 4451 St. Lucie Blvd.
A nu ltrr l,armaagW y..a,ayl,/I petn rwehri f6lnv h,q[geeertl10IY{lAq Mrp.,Ina 4,taa Eepe l.l aeaq /0431.rN eonnMad YQ41 Fort Pierce, FL 34946
oplriFN 0101A A I Roil hours- A.Iloq I. Inch W.H. tepnhaia.f dis bmmem, in oil farm, is praliliarl aAcin tit n ntiFermesioo hem Ad hod horses-Aarhiny 1. lomto III, H.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND '
WRCSUCL5 CJ4P Comer Jack 4 A0005983
Al Roof Tnsses Fnrl Piers Fl 4dGdR Job Reference o tional
US r.ruv e c 2011 r-nnc a.Izu s Nov i z zul r MI l etc Industries, Inc. FriApr 27 16:56:19 2018 Pagel ID?
SOQVIlzBGko2hFpRYibzzzOpep-5W?eXLJeSYCr44OW7dFDtsXlbsnv?QhIMJLUOkzMTQA 1-
0-0 3-5-11 1
3-5-11 - 2x4 =
u-
srs 3-2-3 1 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.02 4-9 999 360 MT20 244/190 TCDL10.0 Lumber DOL 1,25 BC 0.15 Vert(CT) -0.01 4-9 999 240 BCLL
0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL10.0 Code FBC2017frPI2014 Matrix -MP Weight: 12 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SIP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-5-11 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. (
lb/size) 3 =
74/Mechanical 4 =
35/Mechanical 2 =
224/0-3-0 (min. 0-1-8) Max
Horz 2 =
71(LC 8) Max
Uplift 3 =
47(LC 8) 4 =
31(LC 9) 2 =
158(LC 8) Max
Grav 3 =
74(LC 1) 4 =
54(LC 3) 2 =
224(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.
ll; 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 grip DOL=
1.60 2)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads. 3) '
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. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 3, 4 except (jt=lb) 2=158. LOAD
CASE(S) Standard
fo14
11— Aff gill frier IN'I 113Ot RATES (Slll[1j W011 TIM A (OIMUS (ISIOY(tlRO'i xAlORt.lAr hrr. Is* dYp pnY- W reN W. se re, lmr dip &—firm W IN bde91, TNN It I[ III— Shn le n ne OAnr etrrnu wd. M 1O1,.,1 MITI—= pni Ito I, elMblAOdMrAd Irelrnrhp'tep.air•1pv11([gnn}IbWneg1O11gnemo ryzeArarryelndeeAgseerlry¢y.vlArlhrylnpA4tbelnrrL nNndelDD.¢.eelellRl TYhupnu.pen helq,mmans,rraltrr Anthony. Tombo III, P E ZtrrreAirlmthr.IlWnFirbrnprd.dtAhAm.hO..ireA vNgfnhlWgOuipr,ebrwnnAdRlieM1(ddehdlrrYgrNed0.l.ld A'nNNINIO Wd INllneAMlnrt lM IWY}al e.lnnOtwdhrtgsMMernlp""irl" YT. Tornb de
de'lg Inp• W Lcen. AO Nis Id.l s le 100 W b FM%.f rdd-r d- d.1y Ierermd Sdeq 11e•em. tI01; ryYrrN Yt ill nI xn-rd.-d! R-el rlw IRl df.l anrywlarr y hAeA r L llnr dui, I nr lnp Fga.f rmt rnfr.+r,.nr80083 tSa.lu ldeel It efes-qed e.eorrmyhAlr-n-ehei hlnu prrltepeuhlCl he llygkrlp,n hnsf(m+E eeu r.l A.q to gdlyd e.•nnnMal YTnl. 4451 St. Llxle Blvd. Fort
Pierce, FL 34946 sppilln07O16Adtalhesses-A.lhogl Lmh.11l,f.l. tepnbdiA.ollhis6.eooeel,mnfIM16isprohihur6rilhenThe•rive.FelcissisehmA-Itlollrnses•A.duorl.bctoOl,LI.
Job Truss Truss Type QtY Ply RYAN HOMES / SUMMERLAND
A0005984
WRCSUCL5 CJ5 Comer Jack 6 1
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. Fri Apr 27 16:56:19 2018 Page 1
ID-?sOQvilzBGko2hFpRYibzzzOpep-5W?eXLJeSYCr44OW7d FDtsXDosmP?Qhl MJ LUOkzMTQA
1 0 0 4-11-11
1 0-0 4-11-11
4-11-11
4-11-11
Plate Offsets (X,Y}- [2:0-1-12,0-0-12], [2:0-2-8,0-2-2], [5:0-0-0,0-1-12]
LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.46 Vert(LL) 0.03 4-5 >999 360 MT20 244/190
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 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 17 lb 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 4-11-11 oc
purlins, except end verticals.
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. (lb/size)
3 = 127/Mechanical
4 = 55/Mechanical
5 = 268/0-3-8 (min. 0-1-8)
Max Horz
3 = 109(LC 12)
Max Uplift
3 = 48(LC 12)
5 = 130(LC 12)
Max Grav
3 = 127(LC 1)
4 = 89(LC 3)
5 = 268(LC 1)
FORCES. (lb)
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 & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Bearing at joint(s) 5 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verity capacity of bearing surface.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3 except Qt=lb) 5=130.
LOAD CASE(S)
Standard
m.q.nn e.,glryr.i,.. Illxrnrs r¢utrl¢rwnuurtorancncm rlmr;![51G1liilRhn SeflkurpotlmdnlunulftbmkupbnglnOdhlAg1IK40.1I.4hmSkpWnn# hismid .a,d tl alor,h
dlid sr<mrl'o Wlrru/he.fiDb.rV1.1 Irn kd Igrrp, SKodltrrprM,murl I 101rgwmoruFo l e M nd tl nQe nyuvlLtt br l In}dtglln f 1pnAuh101 rh, wN PF11 hry nugw 4 qumxtvarlh Anthony T. Tombo 111, PE
dnAMlmsNultwill hl n rwvVlm fa(hrm.60.i nuCN¢frhWlnlhvpr,.bpi barao IQW de hdlaYsln4dlM1l TSrgp,nddtkrudmbdln.dbwIma..7r ldirargr,bso9tenew""i e.nfN!d a 80083 4
tr'lyhs}r dtu.,nc ul nssusnr bs iOD dD.n 1 rdslus dsY t.dycsysm sddl wmm PN WNd M 14 d S111 n rd ntl4 R rdp.w.IM1Itl InngmalmasWOn" 9Ith., aqr. Sins" rga.r nns utfiai.,.Su 4451 St. Lucie Blvd. Au.iu
laid rylf.s.0 gstl q rw glf dlrnnsndrsi rM lnss hsglqum h 101 Per Msyn,n lnu Slsvrbpuu d f"On a tori'aNb:nnosde l thl. Fort Pierce, FL 34946 Gppipm0l(IIIAIbdLnses
AnloelLbm61III, p.1.taplbboiaolnitbmnem,msly luryisploli6uelri16ertMernrtejpermsssinhem blloci Tresses - Anthony llmEoill,E.
Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND '
WRCSUCL5 D07 Flat Girder A0005985
Job Reference (optional)
1 Roof Trusses, Fort Pierce, FL 34946, designigaltr
1.5x4 II
3
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:21 2018
4x8 3z4 1 5x4 11
4 5 6
14 z4 25 -- 26 27 12 28 — 29 30 31 "'
3x3 II 6x8 = 500 MT20HS= 6x8 =
1.5x4 II
ii6-5
11
Dead Load Defl. = 5/16 in
5x6 =
32 33 g
3x3 II
8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.31 11 801 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.59 11 427 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.66 Horz(CT) 0.06 9 n/a n/a
BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 104 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 'Except*
W2: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-10-8 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-10-8 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
14 = 1046/0-7-4 (min. 0-1-8)
9 = 1045/0-7-4 (min. 0-1-8)
Max Horz
14 = 60(LC 6)
Max Uplift
14 = 315(LC 4)
9 = 315(LC 5)
Max Grav
14 = 1046(LC 1)
9 = 1045(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-14=-962/334, 2-15=-3014/845,
15-16=-3014/845, 3-16=-3014/845,
3-17=3014/845, 17-18=-3014/845,
18-19=-3014/845,4-19=-3014/845,
4-20=-3013/844,20-21=-3013/844,
5-21=-3013/844, 5-6=-3013/844,
6-22=-3013/844,22-23=-3013/844,
7-23=-3013/844, 7-9=-962/334
BOT CHORD
13-26=-1142/4054, 26-27=-1142/4054,
12-27=-114214054,12-28=-1142/4054,
11-28=-1142/4054, 11-29=-1142/4054,
29-30=-1 142/4054, 30-31 =-1 142/4054,
10-31 =-1 142/4054
WEBS
2-13=-808/2937,3-13=-319/199,
4-13=-1072/317,4-10=-1073/315,
WEBS
2-13=-808/2937, 3-13=-319/199,
4-13=-1072/317, 4-10=-1073/315,
6-10=-319/198, 7-10=-809/2937
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; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left and
right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water
ponding.
3) All plates are MT20 plates unless otherwise
indicated.
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-" wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 14=315, 9=315.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 39
lb down and 31 lb up at 2-", 39 lb down and 31 lb
up at 4-0-0, 39 lb down and 31 lb up at 6-0-0, 39 lb
down and 31 lb up at 8-0-0, 39 lb down and 31 lb up
at 10-0-0, 39 lb down and 31 lb up at 11-2-8, 39 lb
down and 31 lb up at 13-2-8, 39 lb down and 31 lb up
at 15-2-8, and 39 lb down and 31 lb up at 17-2-8, and
39 Ib down and 31 lb up at 19-2-8 on top chord, and
18 lb down at 2-0-0, 18 lb down at 4-0-0, 18 lb down
at 6-0-0, 18 lb down at 8-0-0, 18 lb down at 10-0-0,
18 lb down at 11-2-8, 18 lb down at 13-2-8, 18 lb
down at 15-2-8, and 18 lb down at 17-2-8, and 18 lb
down at 19-2-8 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
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-60, 2-7=-60, 7-8=-60, 9-14=-20
Concentrated Loads (lb)
Vert: 5=11(B) 15=-11(B) 16=-11(B) 17=11(B)
18=-11(B) 19=-11(B)20=-11(B) 21=-11(B)
22=-11(B)23=-11(B)24=-17(8)25=-17(B)
26=-17(B) 27=-17(B) 28=-17(B) 29=-17(B)
30=-17(B) 31=-17(B) 32=-17(B) 33=-17(B)
rc14-Rtev 1inglhrt•h We i 110i RFMritiilrl QI-W rFIxSA012 IS 11110xrw1rl HIM11WAIrr We, hrfr kxq pn mnlnd.en.i iimikip,I A. me"jrV.4. Ii irk 4 r I Id... Sim krext khn A., u N.a i•,.y umtam
iaiimnewbe np.k.rt tterr.iresptgr pt.4emrupxymu n.rioou n.nomrm drt mmnr.nagny.wngrotlwp drytinvM.w.mioo.ry.wiar irk perrpn.hagr.m.i,eral I.
ItNdNImrW.ri II,ghOrrurwuYWd40.tn,0e0.rifrs4dgfx6Wlnrkupr,dmm letltl,W.lOtIwIY 1gtW.lRLI ik rn,Jr16i01d..WIntAArimitl l.li}urr t,ufiVh..IkwgJflkt.ny.Viilr,/ Anthony ll,P.E. d
6ughtprdfcrtn.Whir en t11DDbtrpmnv tidmkdy(q.W SExr Cx m.(gSIJ rYn1dhIllautl enrd enf'Ant plsi mlYir1 trtym.i4 n.l ktn ILI nt kxp,lintk J80083 80083 e NltWurgrL-
ngerq..,eaphJllrnwx,ti iwinvk,t onrhreiru gkur.,xin,rs>fl,.ttln.zarw NmsitN iunnitaNYlr41 wW aru.
u,rr,.,.nl 4451 St.
Lucie Blvd. Zt FortPierce, FL 34946 GppipN0pp11 A•
I ballntsrs-Ainiaoll lombr llh/.!. tepn/aio dllii lorunent, in ullorq it prok64ed ritEen the Wine,pawnrx hm A -I tool lnuet lnhrnrl Imh III, LE.
Job Tn,ss Truss Type Qry ply RYAN HOMES / SUMMERLAND
WRCSUCL5 FG2 FLOOR 1 2
A0005986
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 Industnes, Inc. Fri Apr 27 16,56:21 2018
ID-1 u7Oyl Lu_ASZJOYuF2HhyHr•Z4fG5T9NbgdgaS
1-5-2 3-7-3 5-9-12 7-313 10-1-3 12-7-8
1 3x6 =
3x4 11
1.50 II 1.5x4 It WO = 1 5x4 II
2x4 11
1 5x4 11 3x6 =
1-5 2 37-3 5 9-12 7-313 10-1-3 12-7-8
1-5-2 2-2-1 2-2-9 1$1 2-9-7 2 6 5
LOADING (psf) SPACING- 2-M CSI.
TCLL 40.0 Plate Grip DOL 1.00 TC 0.48
TCDL 10.0 Lumber DOL 1.00 BC 1.00
BCLL 0.0 Rep Stress Incr NO WB 0.76
BCDL 5.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP N0.3 *Except*
W1: 2x6 SP N0.2, W5: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
14 = 1798/0-3-8 (min. 0-1-8)
8 = 2297/0-3-8 (min. 0-1-8)
11 = 5894/0-3-8 (min. 0-3-8)
Max Grav
14 = 1813(LC 3)
8 = 2310(LC 4)
11 = 5894(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-14=-1525/0, 1-2=-2033/0, 2-3=-2033/0,
3-4=-2033/0, 4-5=-3148/0, 5-6=-3148/0,
6-7=-3148/0, 7-8=-1312/0
BOT CHORD
12-13=0/2033, 12-15=-943/0,
11-15=-943/0, 10-11=-943/0,
10-16=0/3148, 9-16=0/3148, 9-17=0/646,
8-17=0/646
WEBS
1-13=0/2280, 4-12=0/3179, 4-11=-4001/0,
4-10=0/4767, 5-10=-424/0, 6-9=0/284,
7-9=0/2703
NOTES-
1) 2-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 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-6-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc,
Except member 4-11 2x4 - 1 row at 0-7-0 oc.
DEFL. in (loc) I/deft L/d
Vert(LL) -0.05 9-10 >999 360
Vert(CT) -0.07 9-10 >999 240
Horz(CT) 0.01 8 n/a n/a
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) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
5) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
1442 Ib down at 1-3-12, 1442 lb down at 3-3-12,
1442 Ib down at 5-3-12, 1442 lb down at 7-3-12, and
1442 lb down at 9-3-14, and 1442 lb down at 10-11-8
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=l 00
Uniform Loads (plf)
Vert: 1-7=-100, 8-14=-10
Concentrated Loads (lb)
Vert: 13=-1442(B) 12=-1442(B) 10=-1442(B)
15=-1442(B) 16=-1442(B) 17=-1442(B)
4x4 II
PLATES GRIP
MT20 244/190
Weight: 129 lb FT = 10%
Irq rb,te Nrlll. rrn• Ih'l l nbf n71S6 jS[LLEr} rirELLl fEW N (bPAT10%(1S19xj C1Ei;!(nbmaialet•fir, rrtet hop peenn d ml e„ n oe n, bn, Nvp Ae.q (w d 6: buy 1 Torte A( E E Nhr- Shen Mr, ns Hnt ehr•m urd n M NI, eery
bia,v:c, rhtittMNntIMhlOhhh•oW he bnt Nvp hpw O,,SKatOf[ge:t;m volxoElOr,pnmt ngre el tY KeEnWWegye!ng reyrWAaE b•.Mln}tlot srjo bt:!L,mleemluo.ry. du nFE nleup efurpeo helgt.an.,,tnrlrR Anthony Tomho 111, P.E.
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ly Ixnel Ii,feteN qed e>.rrrm,ph rlpnet bteled mt Inttqup Eepvenb obi drr'laf Nupe,n I:ntSpahpeenLgo.elq U M_1jad Y:e,rom AIu bTlrl Fort Pierce, FL 34946 opinlbl
0 2016 A-1 Tod hisses- Amho y 1. brae III, I.E. lep,olotsioe of Ibis Aoroment, in ur b,m, is p,ohibBel wither{ Ibe wi,nee permissiu film Ad loci Loses - Aethoor I. bubo III, 11.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUCLS FG3 Flat Girder 1 2
A0005987
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. Fri Apr 27 16:56:22 2018 Page 1
ID: ?sOQvilzBGko2hFpRYibzzzOpep-V5hn9MLWITa PxY75olowUU9kx3moCkNk2Ha8?2zMTQ7 2-
3-8 I 4-3-4 5-9-12 7-9-8 10-1-0 2-
3-8 1-11-12 1-6-8 1-11-12 2-3-8 3xts =
3x6 = 3x8 =
4-
3-4 LOADING (
psf) SPACING- 2-M TCLL
20.0 Plate Grip DOL 1.00 TCDL
10.0 Lumber DOL 1.00 BCLL
0.0 ' Rep Stress Incr NO BCDL
10.0 Code FBC2017/TP12014 LUMBER -
TOP
CHORD 2x6 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 *Except' W1:
2x6 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc puriins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 10 =
996/0-7-4 (min. 0-1-8) 7 =
1526/0-3-8 (min.0-1-8) 9 =
270010-3-8 (min. 0-1-9) Max
Horz 10 =
35(LC 6) Max
Uplift 10 =
248(LC 4) 7 =
226(LC 5) 9 =
210(LC 5) Max
Grav 10 =
996(LC 1) 7 =
1526(LC 1) 9 =
2700(LC 1) FORCES. (
lb) Max
Comp./Max Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 1-
10=-875/253, 2-12=96/940, 3-
12=-96/940, 3-13=-96/940, 4-
13=-96/940, 4-14=-536/134, 5-
14=-536/134, 5-15=-324/46, 15-
16=-324/46,6-16=-324/46, 6-
7=-799/153 BOT
CHORD 9-
10=-34/605, 8-9=-134/536, 7-
8=-280/1808 WEBS
3-
9=-1079/106, 4-9=-1727/127, 4-
8=-77/588, 2-10=-517/39, 2-
9=-1385/142, 5-8=-1408/260, 5-
7=-1630/264 1-
6-8 4-3-4 CSI.
DEFL. in loc) I/deft Ud PLATES GRIP TIC
0.41 Vert(LL) 0.01 7-8 999 360 MT20 244/190 BC
0.33 Vert(CT) 0.02 7-8 999 240 WB
0.20 Horz(CT) 0.01 7 n/a n/a Matrix -
MS Weight: 113 Ib FT = 10% NOTES-
1)
2-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. Bottom
chords connected as follows: 2x4 - 1 row at 0-
9-0oc. 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)
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;
Lumber DOL=1.60 plate gnp DOL=1.60 4)
Provide adequate drainage to prevent water ponding.
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-M 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 lb uplift at joint(
s) except (jt=lb) 10=248, 7=226, 9=210 8)
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. 9)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 390 lb
down and 211 lb up at 0-2-12, 65 lb down and 19 lb up
at 1-0-0, 134 lb down and 63 Its up at 3-0-0, 208 lb down
and 124 lb up at 5-0-0, and 282 lb down and 84 lb
up at 7-M, and 1442 lb down and 431 lb up at 8-
6-8 on top 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 Continued
on page 2 Uniform Loads (plf) Standard
Vert:
1-3=-395(B=-225), 3-16=-170, 6-16=-60, 7-
10=-20 Concentrated
Loads (lb) Vert:
1=-390 11=-65 12=-134 13=-208 14=-282 15=-
1442 2)
Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber
Increase=1.00, Plate Increase=1.00 Uniform
Loads (plf) Vert:
1-3=-387(B=-197), 3-16=-190, 6-16=-80, 7-
10=-20 Concentrated
Loads (lb) Vert:
1=-324 11=-56 12=-116 13=-181 14=-246 15=-
1261 14)
Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit.
metal=0.90 Uniform
Loads (plf) Vert:
1-3=-283(B=-113), 3-16=-170, 6-16=-60, 7-
10=-20 Concentrated
Loads (lb) Vert:
1=-127 11=-27 12=-63 13=-101 14=-140 15=-
717 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:
1-3=402(13=-275), 3-16=-127, 6-16=-61, 7-
10=-20 Horz:
1-10=28 Concentrated
Loads (lb) Vert:
1=80 11=13 12=42 13=83 14=48 15=189 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:
1-3=-343(B=-216), 3-16=-127, 6-16=-61, 7-
10=-20 Horz:
1-10=-7 Concentrated
Loads (lb) Vert:
1=80 11=13 12=42 13=83 14=48 15=189 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) IF.
uq -nits, D.rgY, r.a• iY •d i noT n3SSBrWUI j Aanll TIIxS t rDA7p1p11 (R17Yrx19 ; lf[eCiLE1G.DII' I.r, hrh rap p"am d rsd ran a its l:nt hsp hr.egtR9! r h LAq I less 41I hhur Sim Is're ne Ddas sax.nr sIW n 4r TOP, a1 plldronrl
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iuldurile[esrea eprd epr..msgh AlpMSlnslsri lielets hap lyr.t Is101 IMU1a1 hop.,.I+ss Spus bpm e' of bWkq AD rgJaN Was at n dbd boll Fort Pierce, FL 34946 G ' h101D16AIbJLases
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Job Truss Truss Type Qb PIY RYAN HOMES / SUMMERLAND
WRCSUCL5 FG3 Flat Girder 2
A0005987
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:22 2018 Page 2
I D:7sOQvllzBGko2hFpRYbzzzOpep-V5hn9M LWITaPxY75olowU U9kx3moCkNk2Ha872zMTQ7
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: 1-3=-385(B=-258), 3-16=127, 6-16=-61,
7-10=20
Horz: 1-10=22
Concentrated Loads (lb)
Vert: 1=80 11 =1 3 12=42 13=83 14=48 15=189
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: 1-3=-343(B=-216), 3-16=-127, 6-16=-61,
7-10=20
Horz: 1-10=4
Concentrated Loads (lb)
Vert: 1=80 11 =1 3 12=42 13=83 14=48 15=189
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nmu u[.e blmdla>ywry.,.b,utln.tepnnd rw+r mlpaadkl.I.tnttdoml St. Lucie Blvd. Fort Pierce, FL 349e6 Qppilbt
0 2016 Ad
tool Losses • AN6asy 1.
M1mbe III, P.I. lepntbdias of tlis dommens, in soy Into, is pm66ilyd withce the wines permission boo Ad leaf bosses • Anthony I limbs Ill, r L
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUCL5 FG6 FLAT GIRDER 2
A0005988
Job Reference (optional)
now r Fusses, ron rrerce, FL 34: 46, oeslgn@ai rruss.com r•tun: t5.12U s Nov 12 2U1 r Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:22 2018 Page 1
I D:?sOQvllzBGko2hFpRYibzzzOpep-V5hn9ML WITa PxY75olowUU9ee3h4Cb?k2Ha8?2zMTQ7
3-2-14 6-2-0 9-1-2 12-1-6 15-0 8 17-11-10 21-2-8
3-2-14 2-11-2 _1 _2 3 0 5 2-11-2 2-11-2 3 2-14
1.5x4 11 4x8 = 1.5x4 II
16x6 = 19
1.5x4 II
Dead Load Defl. = 9/16 In
4x8 = 3x4 - 1.50 II 6x6 =
6 7 8 gn 9
4x4 II "` 5x1O MT20HS=
4x4 — 4x4 — Lx4 II tixlu = 4x4 11
2x4 11
6-2-0 9-1.
i'-11-2 2-11
LOADING (psf) SPACING- 2-M CSI.
TCLL 20.0 Plate Grip DOL 1.00 TC 0.81
TCDL 10.0 Lumber DOL 1.00 BC 0.70
BCLL 0.0 Rep Stress Incr NO WB 0.80
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30 'Except*
T2: 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.2 *Except*
W1: 2x6 SP No.2, W3: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-2-15 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
18 = 2278/0-7-4 (min. 0-1-8)
10 = 2194/0-7-4 (min.0-1-8)
Max Horz
18 = -35(LC 6)
Max Grav
18 = 2447(LC 2)
10 = 2365(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-18=-2040/0, 1-2=-6105/0, 2-3=-6105/0,
3-4=-12684/0,4-19=-12684/0,
5-19=-12684/0, 5-6=-12684/0,
6-7=-5977/0, 7-8=-5977/0, 8-20=-5977/0,
9-20=-5977/0, 9-10=-1926/0
BOT CHORD
17-18=0/715,16-17=0/10966,
15-16=0/10966,14-15=0/10966,
13-14=0/12684, 12-13=0/10951,
11-12=0/10951, 10-11=0/693
WEBS
1-17=0/5646, 2-17=-524/0, 3-17=-5105/0,
3-15=0/323, 3-14=0/1804, 4-14=-667/0,
5-13=-663/0, 6-13=0/1820, 6-12=0/350,
6-11=-5223/0, 8-11=-520/0, 9-11=0/5535
NOTES-
DEFL. in (loc) I/dell Ud PLATES GRIP
Vert(LL) -0.2413-14 >999 360 MT20 244/190
Vert(CT)-0.7813-14 >317 240 MT20HS 187/143
Horz(CT) 0.06 10 n/a n/a
1) 2-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
B), 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; Encl., 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) 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.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.00
Plate Increase=1.00
Uniform Loads (pin
Vert: 9-20=-60, 10-18=-20
Trapezoidal Loads (plf)
Vert: 1=-170-to-19=-230, 19=-230-to-20=-170
Weight: 225 Ib FT = 10%
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Ivulrnm ln,unrr„fl.dlmu ,el r,nrn wQlrr..p,.sh dryl,p.n mwn lcorgnrmr.„.d Y dnurd,gw gRvwu n da,4,dYr,q,u,ulwndndloorl r.rrl. neNnn,..len,.lrgnman wrnl Anthony T. Tombo 111, P.E. Zt dnFd4aTm,rvnt.UphT."'fuWmddO.in.40.n,rsvarefxIT.W.&I0,vp•..o,mbn/o,ItUsTKdOr6dknW.11 rdlRl lhglrndd6l01dmldlu,dLfm airEgbflgmgrMMrhrdYrtgaVllwmrnryWlnd a8008310ru,nr,„1b 100 aim lmu,rlpd n,d1h"fgwmlddl4Y mn((teq pWdrlh IN dtlnnrdxnh rdpA fild.ti,I,rry.nnlm,rl/nesl4Lm AuerI— OnpBean sdI.,N/gnn,un 4451 SL Lucie Blvd.
Fort Pierce, FL 34946
GppipYl01016AIbdlnun-AmlaryLfords III,LE. lepiodedims of ibis document, iony Imm, is pidibited without the wurres permissiso beer A-1 toof bosses - Asihsay 1. Tombs III, F.I.
Job Truss Truss Type Qty HOMES / SUMMERLAND
A0005989
WRCSUCL5 FL01 Floor 6
Pt)`
1
RYAN
Job Reference (optional)
Al Koor 1 cusses, con coerce, M i4`S4o, oesign(g;anuuss.com
0-1-8
H'
2-60
4x8 =
z
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Apr 27 16:56:23 2018 Page 1
ID:?sOQvilzBGko2hFpRYibzzzOpep•zHF9NiM8WnjGzihHMTJ91 iinPTzsx2wuHxJhXVzMTQ6
2-2-8 I 2-"
3x4 =
3x4 = 3x6 FP=
d S A 7 A
N-8
Dead Load Den. = 3/16 In
3x10 =
9 10 11
0
IA-
1 223 4
0 4261
3x6 = 4x8 = 3xl2 MT20HS FP= 3x4 = 3x4 = 4x8 = 3x6 =
21-2-8
10:0-3-0,Edge], [1
LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) 0.46 13-14 544 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) 0.64 13-14 391 240 MT20HS 187/143
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 Weight: 104 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) 'Except*
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing,
Except:
2-2-0 oc bracing: 13-14.
REACTIONS. (lb/size)
12 = 1146/0-7-4 (min. 0-1-8)
18 = 1146/0-7-4 (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=-3712/0, 3-4=-3712/0, 4-5=-4887/0,
5-6=-4887/0, 6-7=-4887/0, 7-8=-3716/0,
8-9=-3716/0, 9-10=-3716/0
BOT CHORD
17-18=0/2159, 16-17=0/4616,
15-16=0/4616, 14-15=0/4887,
13-14=0/4613, 12-13=0/2166
WEBS
10-12=-2395/0, 2-18=-2387/0,
10-13=0/1713, 2-17=0/1717. 3-17=-263/0,
7-13=-992/0, 4-17=-1 000/0,
7-14=-122l736,4-15=-89/796,
5-15=-476/26, 6-14=-281/3
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-M 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
aerhd 'WN h N1,Nj
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h Wyhds:crr. e,- Ants,,, far. bim eitrmr,,tslspde6Ns dim 4d"(gNm Sdy Y1>,an((61J pIhtVl Yl New wl—d—sf. Reid pJmaM1 hen%rq-Uarf NekK!4hNf Aapla.1—"Eqw dlmstmol"r,im 4451 St. Lucie Blvd.de.
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Adfeel hisses -Anlagl.led$Ill, LE. ttpmlod,olofdsi1mment,malyform, isprohl"ddeitheoitheanrteapermissirhem Ad Roof Lases•Whiny I lenbeIll, r.E.
Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND
WRCSUCL5 FL02 Floor A0005990
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss com
0-1-8
H h
Run: 8.12U S NOV 1"2 2U1 / Print: 8.120 s NOV 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:24 2018 Page 1
ID:7s0OvllzBGko2hFpRYibzzzOpep-RTpXa2NmH5r7AsGTwArOavE_mtKBgW1 Wb3F3xzMTOS
1- I
2-1-0 a; "-8
Dead Load Dell. = 1/8 in
0
246 q
23
Y
3x6 = 3x8 = 3x12 MT20HS FP-- 3x3 = 3x4 = 3x8 = 3x6 = 4x4 =
LOADING(psf) SPACING- 2-"
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) 'Except'
T2: 2x4 SP No.2(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 6-0-0 oc bracing.
REACTIONS. (lb/size)
14 = 2103/0-3-8 (min.0-1-8)
20 = 103910-7-4 (min.0-1-8)
Max Grav
14 = 2103(LC 1)
20 = 1074(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
13-23=-884/0, 23-24=884/0,
12-24=-884/0, 2-3=-3412/0, 3-4=-3412/0,
4-5=-4296/0, 5-6=-4296/0, 6-7=-4296/0,
7-8=-3327/0, 8-9=-3327/0, 9-10=-3327/0,
10-11=01758
BOT CHORD
19-20=0/2010, 18-19=0/4154,
17-18=0/4154,16-17=0/4296,
15-16=0/4120,14-15=-138/1890,
13-14=-758/0
WEBS
11-14=-1064/0, 2-20=-2222/0,
10-14=-2321/0, 2-19=0/1550,
10-15=0/1672, 3-19=-257/0, 9-15=-267/0,
4-19=-821/0, 7-15=-964/0,4-17=-279/599,
5- 1 7=-364/142, 6-16=-445/60,
11-13=0/1148, 7-16=-130f748
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
CSI. DEFL. in (loc) Well Ud
TC 0.77 Vert(LL) 0.3516-17 686 360
BC 0.85 Vert(CT) 0.4616-17 512 240
WB 0.80 Horz(CT) 0.08 14 n/a n/a
Matrix-S
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. Strong backs 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
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 13-20=-10, 1-12=-100
Concentrated Loads (lb)
Vert: 12=-850
21-2-8
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 108 Ib FT = 10%F, 10%E
r.q MseMnp(Irr•u.h•riturniffui• inactunwsa rrterYoippmimdrdsense nsfins"anglr[PdhLdayI IrLaILInt—UnMnns min,.rr.wuarnaln..q Oldsrmr
ins sM Is nN IN or llo r knw.nshas kvp(rpre 0..*:Atg.:;a,.4.egno, gwn.mpsr Mir ph.Sne q."ny.vlAry hm In, d In says lnu eryml n Is= rd1. do IRI lY imp nugna Ind r.on., smile1 Anthony Tombo ill, P.E. zt I.uAohlms4g1.I1gnbmrJYWiorOnn40.aism'UN.iaorWL ony. abr.ovihltLL0..lorbdlrwgrNrdlRl Ma/pndihloldmWln.d6rlm4d 4lgal.r.YVA/mdk,.q'MNornsr od,!d a80083 rrlaJghspedfee SolossSOW. 0r Mdtapmn.l*dms din"(wpemleloy nSwmX1)*M 4 tlldll(l nrhrtdY pei s-Ml tlrsten Hrs.l lnesd UlinsM Ausu ldWlll
ereteegd.p o.rmrhdlrrn eedrd IM lms hsgf um 41Cl Ce teJgpnrn,n in:sltfla i. 'I"'s
sg., I:ns Msp [grn.11mlrardpiu,.hr 4451 St. Lucie Blvd. tlmtluNf:nnnldulan4l
Fort Pierce,
FL 34946 Appifh107016A-Ifeel
lasses-Aotlotyl lembeii6r.l,fepn/ediou111isdommrm,insly loin, isprolibud.itlentit wndn7ermissinhim A-lfeolhuses-Astheo7LleebsTIT, 71.
Job Truss Truss Type City Ply RYAN HOMES / SUMMERLAND
A0005991
WRCSUCL5 FL03 Floor 5 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, designQal lruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:24 2018 Page 1
ID•?sOQvilzBGko2hFpRYibzzzOpep-RTpXa2NmH5r7AsGTwArOavEODtJpgUX1 Wb3F3xzMTQS
0-1-8
Hrr
3x6 =
7 3
4:q:P1 r 2-0-12
eel
3x4 = 3x4 =
d S A 7
11-5-4 1i n-8
Dead Load Dell. = 1/8 in
3x6 FP= 4x8 = 3x3 11 3x4 = 3x3 =
A Q 1n 11 12 13 14
3x6 = 3x8 = 3x3 = 3x8 MT20HS FP-- 4x8 = 3x8 = 3x6 =
1.Sx4 SP=
3x4 =
0
27j6 q 11719-
11-4 25-9-0 19-
11-4 5-9-12 Plate
Offsets (X,Yy- 1:Edge,0-0-12), [2:0-2-8,Edge], [12:0-1-8,Edge], 118:0-3-0,Edge], [19:0-2-12,Edge], 21:0-1-8,Edge], 23:0-3-8,Edge], [25:0-1-8.0-0-121, 27:0-1-8 0-
0-121 LOADING (
psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) 0.32 22-23 731 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) 0.44 22-23 533 240 MT20HS 187/143 BCLL
0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.07 18 n/a n/a BCDL
5.0 Code FBC20177TPI2014 Matrix-S Weight: 130 Ib FT = 10%F, 10%E LUMBER -
TOP
CHORD 2x4 SP M 30(flat) BOT
CHORD 2x4 SP M 30(flat) 'Except* 132:
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 2-2-0 oc bracing. REACTIONS. (
lb/size) 24 =
990/0-7-4 (min. 0-1-8) 15 =
28/0-3-8 (min. 0-1-8) 18 =
1830/0-3-8 (min. 0-1-8) Max
Uplift 15 =
215(LC 3) Max
Grav 24 =
1001(LC 10) 15 =
180(LC 4) 18 =
1830(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-3106/0, 3-4=-3106/0, 4-5=-3703/0, 5-
6=-3703/0, 6-7=-3703/0, 7-8=-2465/0, 8-
9=-2465/0, 9-10=-2465/0, 10-11=0/1560, 11-
12=0/1560, 12-13=-112/480 BOT
CHORD 23-
24=0/1859, 22-23=0/3685, 21-
22=0/3703, 20-21=013406, 19-
20=0/3406, 18-19=0/872, 17-
18=-480/112, 16-17=-480/112, 15-
16=-480/112 WEBS
2-
24=-2055/0, 10-18=-2461/0, 2-
23=0/1379, 10-19=0/1802, 3-23=-251/0, 8-
19=-274/0,4-23=-641/0, 7-19=-1074/0, 4-
22=-302/408, 5-22=-253/159, 6-
21=-461/0, 13-15=-141/634, 12-
18=-134610,7-21=0f766 NOTES-
1)
Unbalanced floor live loads have been considered for
this design. 2)
All plates are MT20 plates unless otherwise indicated.
3)
All plates are 1.5x4 MT20 unless otherwise indicated.
4)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except at=lb) 15=215. 5)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 Od 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
law"
ne,:enngdl rr•ir.h•IirOOk nastsruufr1 ul lu nas+rocanenfmox,-Iclm;llnpRU J[li hrR ierll islp pnrmdred.an.nrl n, aspsnglf[P,d OrlAgl,IrLIIILhhm Pm Mane Odu,AenuaMnM100.nh Mel,
le,alorrn,sMl,r,NIno.n0nngA ls,irns"fgnap,.sge,Egwer;e,urinay k0lrgrmm,aa pwdo,rx,urd,gxstiqugnsilagbrdlns,dOerole fusslgdefnrrrDDwgnlaRl itlwrn,,.xaandgrnme,s.r,ad0y Anthony Toniboill, P.E. I me on"
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M. mn:mmnd s ,a. de Moot fir qaaosoldcynmmmnso" pml,wswd d lnuu o,rdundf. load p4m mlw,erMnrNaleandmnaykn, oeura..he, onptgaadrmrr„+,;, a,.„r 4451 St. Lucie Blvd. Aer.lu ldMllls(eaaged gn..dml ll dllnmendr,
l lie lrnr dur[g.nrh101 ae Vaal Xr pa,nlmr414aE,p,mdnr e,ilg LOwdnolarnnnretadrkrsl Fort Pierce, FL 34946 oppifbi0tbl6AIhdTrusses -Amboryl.Tombs 11).1.E. teplolodionalibis lomnero,
inaglam,ispmYihdelaithem[be rrines permission hem A•]foal lnsxs-Amhsnrl.T.mboIII, LE.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUCL5 FL04 Floor 1 1
A0005992
Job Reference (optional)
0-1-8
HI
Kun: a. izu s Nov iz zui r vnnl: a.1 Zu s NOV U ZU1 r Ml I ek Industnes, Inc. Fn Apr 27 16.56:25 2018 Page 1
I D:?sOQvl lzBG ko2h F p RYi bzzzOpep-vg NvoOO P2Oz_o?rg U u Md67n9 V Gg OP22BI FoocN zMTQ4
I 2-5-0 — 0M
Dead Load Defl. = 1/16 in
1.5x4 II 1.5x4 II
1.5x4 = 3x4 = 3x3 11 3x3 11 3x4 = 1.5x4 =
1 2 3 4 5 6
6•
9 8 3x6 =
ax4 = 3x6 =
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) 0.23 7-8 672 360
TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) 0.32 7-8 494 240
BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.03 7 n/a n/a
BCDL 5.0 Code FBC2017lrP12014 Matrix-S
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 10-M oc bracing.
REACTIONS. (lb/size)
7 = 714/0-3-8 (min.0-1-8)
10 = 721/0-7-4 (min.0-1-8)
Max Grav
7 = 714(LC 1)
10 = 721(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1928/0, 3-4=-1928/0, 4-5=-1928/0
BOT CHORD
9-10=0/1263, 8-9=0/1928, 7-8=0/1284
WEBS
5-7=-1408/0, 2-10=-1396/0, 5-8=0/808,
2-9=0/825, 4-8=-255/0, 3-9=-263/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
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.
LOAD CASE(S)
Standard
3x6 =
PLATES GRIP
MT20 244/190
Weight: 67 lb FT = 10%F, 10%E
s eq r rpn eetu.re•n.!r'lffanr nnsaruun tzetru nllurrofbn¢ncnlox rn!r';uu(n[wuar n!e. u ae Ne rpdnd.+!,n!I m N,N.Kgln'q!.alrr!tp.wrtrt 6l!uen Nrr pe aan,aN!.u aann!Iro,.ti
WLYremmrfas,en MnN hrhlDDpN MN I,eLn,N,Ip hpr r,SR:ual te ran;e p n l00 n pm!omlK!I!Yph!,Id que'Iry nq.Was(le, y ert-p W N%.P Du, Igml x M TDD 0. we Iti1 Ir nve nuaMrn idq uea.,.,mNdq Anthony T Tombo 111, P.E.
deudMnlm,hrgl IhghhrnM!J!Ia.dlYAsn.DrD.ai,m tNepa hAtlnrDevpr,trmm Nu,Ix,deU;dMhd1 YgNrdIRl.Thq ndNhlDDdmadlneNmin„+aeDglal.gmgr.asn0 edherar,e Nprn!MWeJrN v80083
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lu ldidlle(slt sped gn MDglr eal rsnnlnNni neinss Nup[rymrhe0t5ela'1al Nsgm,nin:,lr,safepe Not eNlq mrga:e.!Np:n lnldatlotrsl 44515t Lucie Blvd. o
ti 610 2DI6 A I loaf Tresses L hmhe III, P.I.to ,a600iao of ha ioronem, is a farm, Fort
Pierce, FL 34946 PI
t Y P 2 m, is pratileed ihem the nttu pamitsie hem Ad tool lnua AaA!onyLbnho 116rE.
Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND
A0005993
WRCSUCL5 FL05G FLOOR GIRDER
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
3x6 11 1-3-0
4x611
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:25 2018 Page 1
I D:?sOQv1I zBGko2hFpRYibzzzOpep-vg NvoOO P2Oz_o?rgUuM d 67nCDG IOP2gBI Foor.NzMTQ4
1-1 8 4x611 3x6 11
a 2 s
WW1
1.Sx4 11 1.5x4 11
7 6 5
3x6 = 3x6 =
4-1-8
Plate Offsets (X,Y)- 2:0-3-0,Edgel, [3:0-3-0,Edgel
LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) 0.01 7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(CT) 0.02 6-7 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.01 5 n/a n/a
BCDL 5.0 Code FBC2017lTPI2014 Matrix-S Weight: 27 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(Oat)
WEBS 2x4 SP No.3(Flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-1-8 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 = 1306/0-6-14 (min. 0-1-8)
5 = 10471Mechanical
Max Grav
8 = 1306(LC 1)
5 = 1047(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-8=-345/0, 2-3=-1458/0
BOT CHORD
7-8=0/1458, 6-7=0/1458, 5-6=0/1458
WEBS
2-8=-1740/0. 3-5=-1740/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s) for truss to truss connections.
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.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 5-8=7, 1-4=-67
Concentrated Loads (lb)
Vert: 3=-1028 9=-1032
Y q Ilrps4rr.lrss,x.4'eJlCip MSES jSLL!r; RRul I916tI0e7ren(IIfC jtP[Ije(U7fU0W.7T 6o rul. ku lsnnuf Ird ras On 4nsM tre.q(IR9d4s0g11"IL11 Nam W910no m. Yeu 4-4 vsWalk Maly
wld ss rb rYm srl.ulV 4I?JYhsri 11 e4su hugell mGe.speWl,44 rd.qmnn,v+ru4rFenvr.r.u nr aAgrrrutamI*Imry ar 41.0'.1. ini. P. bw—r.a,Ygara r, we. Anthony T. Tombo 111, D.E.
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r 1.Alyhs,ssdls.Ys urssn r..4ror4r om.1 r rl.r l+tag m.e.(efgruwl.mrsuln a.mdMs.+r.ru mlrrnr4nwe,uanrw,+4o-n wyr,un, e.s,n.rrmrl.+.e..,sr 4451 St. Lude Blvd.
n.lra*rda.wwl.d.+..nalhar*r•+o-d Iru.rr.l.irm14w4ra..t,nrs,m.l.+.Iwrq uyewrdY.,nnm.l.m1. Fat Pierce, FL 34946
bryrght01p1AA1RmILnut Aetbry Lraahr 0l,pf. tepid.rim dials lueaeal,i.nl6m,e psohibal.ahm the -nee paaissier be.A Itrof basses• Aathnr T. led. Ill, r 1.
Job Truss Truss Type Qb Ply RYAN HOMES / SUMMERLAND
WRCSUCL5 FL06GE Floor Supported Gable 1 1
A0005994
Job Reference (optional)
H$
Run: 8.12u s Nov 12 2U1 r Pnnt: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Apr 27 16:56:26 2018 Page 1
ID:7sOQvllzBGko2hFpRYibzzzOpep-OswH?k01 pi5rQ9Qs1 btsfKKV?gCn8bxKzuYL8gzMTQ3
4-8 -
30 =
3x6 FP= 3x3 =
1 7 A S A 7 A a 1n 11 'l 19 . .c •c .-r .n .,. .... ...
O
I
1oY
o
42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322
3x3 = 3x6 FP= 3x3 =
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 FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(ftat)
OTHERS 2x4 SP No.3(0at)
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-" oc bracing,
Except:
6-0-0 oc bracing: 34-35,33-34,31-33,30-31,29-30.
REACTIONS. All bearings 24-7-0.
lb) - Max Uplift
All uplift 100 lb or less at joint(s)
22
Max Grav
All reactions 250 lb or less at joint(s)
42, 41, 40, 39, 38, 37, 36, 35, 34, 33,
31, 30, 29, 28, 27, 26, 25. 24, 23
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) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 22.
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
CSI. DEFL. in (loc) I/dell Ud
TC 0.08 Vert(LL) n/a n/a 999
BC 0.01 Vert(CT) n/a n/a 999
WB 0.03 Horz(CT) 0.00 22 n/a n/a
Matrix-S
PLATES GRIP
MT20 244/190
Weight: 111 Ib FT = 10%F, 10%E
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Job Truss Truss Type Qty RYAN HOMES / SUMMERLAND
WRCSUCL5 FL07 Floor 7 '
PIY
A0005995
Job Reference o tional
Al moot I cusses, Fort Pierce, FL 3494b, design atrt at truss.com
0-1-8
H1 2-6-0
4x10 = 1.5x4 II 5x6 =
2 3 4 5
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:26 2018 Page 1
I D:1sOQvilzBGko2hFpRYibzzzOpep-OswH7kOl pi5rQgQs 1 btsfKKQeg2A8S2KzuYL8gzMTQ3
f"I f"
6 7 8 9
4-8
Dead Load Den. = 1/4 in
Sx6 =
3x6 FP=
1 5x4 II
1.Sx4 II 400 = 1.Sx4 =
10 11 12 13 14 15
0
27 ]d 1174
4x8 = 302 MT20HS FP-- 1.5x4 II 1.50 II 4x8 = U8 =
3x6 WB=
24-7-0
24-7-0
Plate Offsets (X,Y- [ 1: Edge,0-0-1 2], [5:0-3-0,Edge], [11:0-3-0,Edge], [17:0-2-4,Edge], [18:0-2-0,Edge]. [21:0-2-8,Edge], [23:0-3-12,Edge], [25:0-1-8,0-0-12], [27:0-1-8
0-0-12]
LOADING(psf) SPACING- 2-M CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) 0.60 19-20 486 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) 0.83 19-20 353 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.13 16 n/a We
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 139 Ib FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP 240OF 2.OE(flat)
WEBS 2x4 SP No.3(flat) *Except*
W2: 2x4 SP No.2(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-M oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
24 = 1335/0-7-4 (min.0-1-8)
16 = 1329/0-3-8 (min. 0-1-8)
Max Grav
24 = 1335(LC 1)
16 = 1329(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-4493/0, 3-4=-4493/0, 4-5=-4486/0,
5-6=-6935/0, 6-7=-6935/0, 7-8=-6977/0,
8-9=-6947/0, 9-10=-6947/0,
10-1 1=-6947/0,11-12=-4526/0,
12-13=-4533/0, 13-14=-4533/0
BOT CHORD
23-24=0/2568, 22-23=0/5979,
21-22=0/5979, 20-21=0/6977,
19-20=0/6977, 18-19=0/6977,
17-18=0/6004, 16-17=0/2622
WEBS
2-24=-284O/O, 2-23=0/2128, 5-23=-1628/0,
14-16=-2880/0,14-17=0/2113,
11-17=-1611/0,11-18=0/1035,
9-18=-537/146, 5-21=0/1047,
6-21 =-530/152, 7-21 =-717/504,
8-18=-703/519
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 3x6 MT20 unless otherwise indicated.
4) Required 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1Od
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
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Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND '
WRCSUCL5 FL08 FLOOR 6 1
A0005996
Job Reference (optional)
Al Root I russes, Fort Pierce, FL 34946, designgaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:27 2018 Page 1
ID:7sOQvllzBGko2hFpRYibzzzOpep-s2UgC4P20Di 7 J72bJO5BYsY14RhtsbTCYHvgGzMTQ2
0-1-8
H 1
2-&0
I 2-0-0
I
0
0
3x6 II 4x6 II
1.5x4 II
3x6 FP=
1.5x4 = 402 = 5x6 = 5x6 =
3x6 FP=
3x6 II 3x6 II 5x6 =
Dead Load Defl. = 1 /4 in
5x6 = 402 = 1.5x4 II
770
28 27 26 25 24 23 22 21 20 19 18 17
4x8 = 600 = 3x8 MT20HS FP= 5x6 = 3x6 I I 3x12 MT20HS FP-- 600 = 4x8 =
3x6 11 5x6 =
26-7-12
26-7-12
Plate Offsets (X,Y)— [1:Edge,0-0-12], [4:0-3-0,Edge], [5:0-3-0,Edge], [8:0-3-0,Edge], [ 1 2:0-3-0,Edge], [13:0-3-0, Edge],[17:Edge,0-1-8], [19:0-3-0,Edge], [20:0-1-12,Edge],
22:0-3-0,0-0-01, [24:0-2-12,Edge], [26:0-4-8,Edgel, [28:Edge,0-1-81, [29:0-1-8,0-0-121
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.65 22-23 >487 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT) -0.89 22-23 >354 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.12 17 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 187 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP 240OF 2.OE(flat)
WEBS 2x4 SP No.3(flat)'Except'
W3: 2x4 SP No.2(flal)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-10-15 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
28 = 1452/0-7-4 (min.0-1-8)
17 = 1452/Mechanical
Max Grav
28 = 1452(LC 1)
17 = 1452(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-5259/0, 3-4=-5238/0, 4-5=-5259/0,
5-0=-8361 /0, 6-7=-8361 /0, 7-8=-8361 /0,
8-9=-8708/0, 9-10=-8336/0,
10-11=-8336/0, 11-12=-8336/0,
12-13=-5242/0, 13-14=-5194/0,
14-15=-5242/0
BOT CHORD
27-28=0/2745, 26-27=0/2740,
25-26=0/7277, 24-25=0/7277,
23-24=0/8708, 22-23=0/8708,
21-22=0/8708, 20-21=0/8708,
19-20=Of7282, 18-19=0/2738,
17-18=0/2746
WEBS
15-17=-3052/0, 2-28=-3051/0,
15-19=0/2722, 2-26=012741,
12-19=-2215/0, 5-26=-2192/0,
12-20=0/1144. 5-24=0/1177, 6-24=-272/64,
9-20=-1090/297, 8-24=-1050/331,
9-22=-215/267
Na11i*E
1) Unbalanced floor live loads have been considered
for this design.
2) All plates are MT20 plates unless otherwise
indicated.
3) Refer to girder(s) for truss to truss connections.
4) Required 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
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
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Job Truss Truss Type Oty RYAN HOMES / SUMMERLAND
A0005997
WRCSUCL5 FL09G FLOOR
PIY
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
0-1-8
HIS
3x3 II
Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:28 2018 Page 1
ID:1sOQvllzBGko2hFpRYibzzzOpep-KF22QQQH KJLZfTaE90vKkIPIN UkwcJOdRC1 SCizMTQ1
I1-" I 2-
5-12 1-1 4x6
II 5x6 = 3x6
FP= 3x6 FP= Dead
Load Deft. = 1/4 in 24
23 22 21 20 19 18 17 16 15 5x8 =
5x10 = 302 MT20HS FP- 3x8 MT20HS FP-- 500 = 5x8 = 5x8 =
1.5x4 SP= 5x8 =
26-
7-12 26-
7-12 Plate
Offsets (X,Y) - [2:0-5-0,Edge], [4:0-3-0,Edge), [7:0-3-0,Edge], [8:0-1-8,Edge], [11:0-3-0,Edge], [13:0-7-0,Edge], [15:Edge,0-3-0], [16:04-8,Edge], [17:0-4-0,Edge], LOADING(
psf) SPACING- 1-4-0 CSI. TCLL
40.0 Plate Grip DOL 1.00 TC 0.47 TCDL
10.0 Lumber DOL 1.00 BC 0.67 BCLL
0.0 Rep Stress Incr NO WB 0.83 BCDL
5.0 Code FBC2017/TPI2014 Matrix-S LUMBER -
TOP
CHORD 2x4 SP M 30(flat) BOT
CHORD 2x4 SP 240OF 2.OE(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-" oc bracing. REACTIONS. (
lb/size) 24 =
1213/0-7-4 (min.0-1-8) 15 =
1720/0-3-8 (min. 0-1-8) Max
Grav 24 =
1213(LC 1) 15 =
1720(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-4780/0, 3-4=-4796/0, 4-5=-7794/0, 5-
6=-7794/0, 6-7=-7794/0, 7-8=-8815/0, 8-
9=-9214/0, 9-10=-9214/0, 10-
11=-9214/0, 11-12=-7103/0, 12-
13=-7085/0 BOT
CHORD 23-
24=0/2652, 22-23=0/6558, 21-
22=0/8815, 20-21=0/8815, 19-
20=0/8815, 18-19=0/8815, 17-
18=0/8815, 16-17=0/8799, 15-
16=0/3916 WEBS
13-
15=-4237/0, 2-24=-2879/0, 13-
16=0/3472, 2-23=0/2325, 11-
16=-2115/0,4-23=-1903/0, 11-
17=0/451, 4-22=0/1342, 10-17=305/0, 8-
17=0/1026, 7-22=-1646/0, 7-20=0/396, 8-
19=-293/0 NOTES-
1)
Unbalanced floor live loads have been considered for this
design. 2)
All plates are MT20 plates unless otherwise indicated. 3)
All plates are 3x6 MT20 unless otherwise indicated. DEFL.
in (loc) I/deft Ud PLATES GRIP Vert(
LL) -0.63 17-19 >499 360 MT20 244/190 Vert(
CT)-0.8717-19 >361 240 MT20HS 187/143 Horz(
CT) 0.09 15 n/a n/a 4)
Required 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 Od 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. 6)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 1038
lb down at 20-3-4 on top chord. The design/
selection of such connection device(s) is the responsibility
of others. 7)
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:
15-24=-7, 1-14=-67 Concentrated
Loads (lb) Vert:
11 =- 1 002(F) Weight:
222 Ib FT = 10%F, 10%E fudq•
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Job Truss Truss Type . QN PN RYAN HOMES / SUMMERLAND
WRCSUCL5 FL10 Floor 2 1 A0005998
Job Reference (optional) t
0-1-8
HI 2so
I
1.5x4 II
1.5x4 = 3x8 = 1 5x4 II
1 z
mull. o. rtu s 1muv r[ [u, r rnnu o. i zv s Nov iz zul r MI I ex Inaustnes, Inc. hn Apr Z! 16:56:28 2018 Page 1
I D:7sOQvl IzBGko2hFpRYibzzzOpep-KF22000HKJLZfTaE90vKkIPgeUgycK7dRC 1 SCizMTQ 1
1-3-0 1 1-8-8
3x4 =
3x6 FP= 1.5x4 11 3x4 = 1.5x4 II
d S a 7 e
1-3-0 Wi
Dead Load DeO. = 1/8 in
3x6 =
3x6 II 6x6 =
3x6 = 3x8 = 3x6 = 1 5x4 11 3x6 = 3x8 MT20HS FP-- 4x8 =
i
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.43 17-18 553 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.59 17-18 407 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.02 12 n/a n/a
BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 102 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat) 'Except'
T2: 2x4 SP M 30(flat) 4) Gap between inside of top chord bearing and first
BOT CHORD 2x4 SP 2400E 2.OE(flat) 'Except' diagonal or vertical web shall not exceed 0.500in.
132: 2x4 SP No.2(flat) 5) CAUTION, Do not erect truss backwards.
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD LOAD CASE(S)
Structural wood sheathing directly applied or 5-4-14 oc Standard
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
2-2-0 oc bracing: 16-17.
REACTIONS. (lb/size)
12 = 1094/0-3-8 (min. 0-1-8)
20 = 1094/0-7-4 (min.0-1-8)
Max Grav
12 = 1094(LC 1)
20 = 1094(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3490/0, 34=-3490/0, 4-5=4559/0,
5-6=4559/0, 6-7=4559/0, 7-8=-4134/0,
8-9=4134/0, 9-10=-1185/0,
10-11=-1091/0, 11-12=-1185/0
BOT CHORD
19-20=0/2054, 18-19=0/4296,
17-18=0/4134, 16-17=0/4134,
15-16=0/2848, 14-15=0/2848
WEBS
12-14=0/1574, 2-20=-2271/0, 2-19=0/1588,
9-14=-1838/0. 9-16=0/1462, 4-19=-891/0,
8-16=426/0, 4-18=0/402, 6-18=-379/0,
7-18=-176/824, 7-17=-339/3
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
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.
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T. Tombo Ill, P.E. 80083
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Lucie Blvd. f.d. l6r. ry.Gs,a yrd 9•..lmgpollnn hrd.! Mln,t frrr[gam U101 C, ld'lalitym, nluv Sl,9a blam dol dty Nmfldd hrn ornldatl itudobllVl. FortPierce, FL
349a6 Gppgblm7DldAlinlLnset Aatho.l
1. Lmballlf.f teproduaiout II.domnerd, in any brry it p,obibilel.itheal lht.rirree penittiu him A•I loaf lrouet- Aorhny l bnho III, Ff.
Job Truss Truss Type QtY Ply HOMES / SUMMERLAND
A0005999
WRCSUCL5 FL11GE Floor Supported Gable 1 1
RYAN
Job Reference (optional)
At Roof Trusses. Fort Pierce, FL 34946, design@allruss.com
11 _H8
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:29 2018 Page 1
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3x6
FP= 3x3 = Jo
1
2 3 T1 4 5 6 7 8 9 10 11 T212 13 14 15 16 17 0 4_
Ii35
a
lb
1
I 1 I I I I I •' I 1 1 I 1 I I i
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A\.:.>.::.:..:L..L:.S.}.ir.:..r:._'—_ }'._:!rlrl._• ___ A
t
ov
I
O 34
33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6
FP= 3x3 =
20-
1-8 20-
1-8 Plate
Offsets (X,Y)- [1:Edge,0-0-121, [35:0-1-8,0-0-121, [37:0-1-8,0-0-121 LOADING(
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 0.09 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 18 n/a n/a BCDL
5.0 Code FBC2017/TPI2014 Matrix-S Weight: 89 lb 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 10-0-0 oc puriins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-M oc bracing. REACTIONS.
All bearings 20-1-8. lb) -
Max Grav All
reactions 250 lb or less at joint(s) 34,
18, 33, 32, 31, 30, 29. 28, 27, 25, 24,
23, 22, 21, 20, 19 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)
Gable requires continuous bottom chord bearing. 3)
Truss to be fully sheathed from one face or securely braced
against lateral movement (i.e. diagonal web). 4)
Gable studs spaced at 1-4-0 oc. 5)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1Od (0.131' X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. LOAD
CASE(S) Standard
e.."
nm,e.e.A"'0. WIT umawfsmtna,[utlIM&(COronutroe mir,uuoru[[.[rr.r. a.,drdrn ru.,a a•.gporlraae.ltl,.raft.taaw,tranl...um,o..Mcd rtn.«ry Wid
usseb rrh Yd h,vlbblel Mdsl is slurs hu'tgr,nos.y,Mtfapw.lr,sd q61.,s,n cpbu,lbs,dns i p nq nsp silnb bY,¢aw,Isr,hn, IgeasrblM,Y.,„Aa lM1l. fY hs*ssorf.n, rely •q s, s,nris! Anthony T. Tombo Itl, D.E. dnehsM,bsst rgignbnsss„vXr/b0•.a,MO•„is bilnl,pN bl.11pFs,pt.,.b,s,n sibaf.bQ(.bbd Ws sspolRl.hqs,srJ,rblMdg411.u Wim,.d,iq1 0[dRr..ve1 dka ud4br,y,k1a 280083 b
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e,adyrh...acha n,.,Fd trim,ku*t,nn,ole [.u[ r+a..t,mttw[raw.e. w,[ uyerwm.,.,na.d.tnL 4451 St. Lucie Blvd.
Zt Fort Pierce, FL34946epydphta10111A-I[selTimes Aahay1.
tessba01.1`1 lep,ehnnadIsis laanea,isoyform, ispnsibdd.dhsstthe ,rtinpanissis.hiss Al[set lasses Astray T.hnboIII, p.l.
Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND
WRCSUCL5 HJSC Roof Special Girder 1 1
A0006000
Job Reference (optional)
Al Root Trusses, Fort Pierce, FL 34946, designOa altruss.com Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:30 2018 Page 1
ID•?sOQvllzBGko2hFpRYbzzzOpep-GdAor6RXsxbHvnkdGRxopAU4pH UH4Pnwu W WZHbzMTQ?
1-5'0 7-"
1 5-0-0 7-0-0
1.5x4 II
Dead Load Dell. = 1/16 in
2x4 = 1.Sx4 II
6-6-7 0-5-9
Plate Offsets (X,Y)- L2:Ed9e,0-0-6)
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.14 6-9 536 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.14' 6-9 536 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 26 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP N0.2
WEBS 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 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. (lb/size)
2 = 342/0-10-15 (min.0-1-8)
6 = 327/0-11-5 (min. 0-1-8)
Max Horz
2 = 114(LC 19)
Max Uplift
2 = 238(LC 4)
6 = 187(LC 4)
Max Grav
2 = 342(LC 1)
6 = 327(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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
porch left exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 238 lb uplift at
joint 2 and 187 lb uplift at joint 6.
5) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 38
lb down and 42 lb up at 4-2-8, and 38 lb down and 42
lb up at 4-2-8 on top chord, and 49 lb down and 7 lb
up at 1-4-9, 49 lb down and 7 lb up at 1-4-9, and 17
lb down and 44 lb up at 4-2-8, and 17 lb down and 44
lb up at 4-2-8 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
6) 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: 1-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 11=-7(F=-3, B=-3) 12=-17(F=-9, B=-9)
tf.,
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YIl,1,rm, p[n,Mr,d44MY1, .lI M,im, k4 lgrrip,.srmle.p,nuudrMI I1lif,rnm.mp.,A4rau.r tgWMov.uleq ,4r,s1d4,.,Im,Mm,n4lrorry.a Mi. lr atp np,u,n l,s„.,.,.eruq Anthony T. TomhD III, P.E.
d,uAMlm,Mo11.I1n1n4,up,dJu!6A,n.40.nino N,lynu4lWigGnpr..4u,nn,1414L6;d4hdl.fAul,dlFlihq,mdl4lWdmWIn,A41m a1,y1dS+}w,q,,6mE6rdkrtq,HlM4mpWln,l a80083
41ta1 N,pu d(,rr,n IDmtq,n.4100d4rmn.frdYm,d4MNq[,yrM{dM khm.rNJdhl!1d SLLI m,Vf,t ti rerrrJau. InI YL„f„nral/s,tdM,nYL hm hurr,Ln, Atp Fynn.lrmtl'n,,,o.u,.n,
Rum,Idur lr,fa,o 9„1 q„o,mq h,O pa, nYid a, Inu hurtgmih 1pl lS ll'lq Murr,n6m57tn Egnm lot Mlq mmb,N„•u,,,Ir„lulnl.
4451 St. Lucie Blvd.
bppiphl0 7pU A•14d Insset AmYa11. hm61111, P.I. Iepnbaianl llit Ihmnem, in aft lmn, i, p,olililed .il6erl lhr r,ina permiuiu him Ad Indhisseste, Whiny t. Lnko III, .!.
Fort Plerce, FL 34946
f Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
A0006001
WRCSUCLS HJ6P Diagonal Hip Girder 2 1
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. Fri Apr 27 16:56:31 2018 Page 1
ID:?sOQvllzBGko2hFpRYibzzzOpep-kpkA2RS9dE18WwJpg8T1 MO1 Gmhggpsg37AF6pl zMTQ_
1-5-0 7-8-9
1-5-0 7-8-9
Load Deft. = 118 in
283 F12
11
10 T1
8
2
6
rtrt
1
81
7 9 12 13 4
5
3x4 =
7-8-99v7.4-5
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.24 4-9 380 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0.23 4-9 400 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 26 lb 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
purilns.
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 quide.
REACTIONS. (lb/size)
3 = 190/Mechanical
4 = 971Mechanical
2 = 423/0-4-4 (min.0-1-8)
Max Horz
2 = 100(LC 4)
Max Uplift
3 = 121(LC 4)
4 = 84(LC 5)
2 = 301(LC 4)
Max Grav
3 = 190(LC 1)
4 = 134(LC 3)
2 = 423(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; 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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 121 lb uplift at
joint 3, 84 lb uplift at joint 4 and 301 lb uplift at joint 2.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 17
lb down and 17 lb up at 2-1-0, 17 lb down and 17 lb
up at 2-1-0, and 40 lb down and 52 lb up at 4-10-15,
and 40 Ib down and 52 lb up at 4-10-15 on top chord,
and 50 Ib down and 12 lb up at 2-1-0, 50 lb down and
12 lb up at 2-1-0, and 18 lb down and 48 lb up at
4-10-15, and 18 lb down and 48 lb up at 4-10-15 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7) 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: 13=-13(F=-6, B=-6)
Wuiq IWv hreeYl r.nrtle'1117Ci niSS6 rS[lllfl QrEtl RurS l(Oc7111CR(tl10Y(0.1!Y;l(nCR11iILLIPhi lerli hop Nnien dred.rn txrlin, tip Ore.gIR9!d Or le!Il.l,rq 4ll Iehn,SSm Seh•r ne minseM.,u uid mlbe,y
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4451 St.Lucie Blvd.
mmtutrd mrnnohetieml. Fort Pierce, FL 34946
Opltiphi 0 70l A A I led Losses- Ae4aq 1. lombe III, t.l. lepmdeaies of ihs domnea, ine7lam, is pmbihued •6col the .nnee permissin hot A -I loci Tresses - Aefhec7l. lonho III, F.E.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUCL5 HP Diagonal Hip Girder 3 1 A0006002
Job Reference (optional)
Al Roof Trusses. 1-on r[erce, FL 34946, deslgn@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56.32 2018 Page 1
I D:?sOQvl IzBGko2hFpRYibzzzOpep-COIZGnToOYr?84uOOs_GubaQ557kYDOCMq?gKTzMTPz
1-9-0 4-11-0 9-10-1
1-5-0 4-11-0 4-11-0
4x4 II 1.5x4 II 3x4 =6
4-11-0
4-11-0
9-10-1
4-11-0
Plate Offsets (X,Y}- 2:Edge,0-0-1I
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft L/d 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 FBC2017/TP12014 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 N0.3 1-"
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purfins.
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. (lb/size)
5 = 155/Mechanical
2 = 468/0-4-9 (min.0-1-8)
6 = 323/Mechanical
Max Horz
2 = 169(LC 4)
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. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-10=-299/58, 3-10=-269/66,
3-13=-755/158,4-13=-699/165
BOT CHORD
11-1 5=-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, 2-9=-344/174,
10-12=-24/338,3-12=-604/161
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);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1 60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to beanng plate capable of withstanding 78 lb uplift at
joint 5, 232 lb uplift at joint 2 and 68 lb uplift at joint 6.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 78
lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb
up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb
down and 54 lb up at 4-2-8, and 60 lb down and 56 lb
up at 7-0-7, and 60 lb down and 56 lb up at 7-0-7 on
top chord, and 10 lb down and 9 lb up at 1-4-9, 10 lb
down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13 lb
down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb
down at 7-0-7 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
7) 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: 1-5=-60, 6-9=-20
Concentrated Loads (lb)
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)
y nwnr ll,.n,tr•111wrnnsarsrulntAl;ulnuulcorxnelluslox;a,!r•;uurstEp:urrtr r„t,r.r•w,bun.,l,.,o,•.h..,xlma,re,,r,+.rl l.,nrl.m.,urnln„n w,,,ex.n,a.domloh,.ti
M16Y,om,rY.f ufl6r lmtrl»n. l,ru,Dng,lry.ep,. sloml up,,;mu wal lDh urnm,ompa n Ntnmdgwngnywvl lryh hln xtr,.,y, ln„rn mommh.h.a„1 1 naP n.r,.n, inry,.ao.,.,mrm? Anthony T. Tombo 111, P.E.
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For[Pierce.
ci Blvd410rihm1016AIlnllnssaAmlarI. I.mhr III, P.I. ID m60ier Of OmMld, io ar lo, PI 1 Y P 1 gisp,nlih0ed.i[
34946
he[n[hernneepamissirohmMltool Lnus-Anhrnrl Imhoill,Ll.
Job Truss Truss Type City RYAN HOMES / SUMMERLAND
A0006003
WRCSUCLS J3A Jack -Open 10
PIY
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. Fri Apr 27 16:56:33 2018 Page 1
I D:7sO Qvl I zB Gko2 h FpRYi bzzzOpep-g C rxT7 UQ9szsm E SCyZ VVRp6i7 V a 8H I9 Ma U k DtwzMTPy
1-0-0 3-0-0
3-0-0
3-0-0
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.01 4-7 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 11 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 3-0-0 oc
pudins.
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. (lb/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 = 60(LC 8)
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=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 grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 43 lb uplift at joint
3 and 60 lb uplift at joint 2.
r..l4aa n.dy e.u. n'{ I IM MW fs(utr{ ar:{u nuu { rocantn {ntoM{-worry rw(rux.ar ors. nrg ruisrmiam d rd dn. m tor, r+.r t tre It I L {aa- srn w ... Oiu, Oer.iv uN n fu 101,rj uut
ocaunr.dmetXUN,99arow,rmrtq..pr.Lrmtlgr.cur.o,e{n wa,..up.u d+nwdy,c quww{gMorr*r,grtun{dustm.ryrrtnLnauPnnpmrrq,m wnnn MthonyT.Tombo111,P.E td.uda lm,mq{ILgl,hngwfdrW!hO.m.Ernni,Mend¢1n0,W1gOturyr,.ht.tlnrJfall(h,der6dMYa{n4dRlingtndiht0ldr!mtlnrAhlrrt ddgY Ii mq,,6,trOdwdYrta{tMYO,nyrsWnd x80083 u.
is rhuacr,* d oea oo a d mo d m {m.0 d rarmu d m ddq t.{rM tdM t..m. pa Nuod h IN d uu m rdmad ti d iedau mt rb, s r rn{re uan d a, a un, rur. t e, onp ,p. d lm, u. m.n,.n, Aralu
kind {ratdadgrd ap a,mq ll dl pta, wYrN Orfm,Brur[gnmhlndl 1,q hup,n lnu57traFRa,rdq Mq em dadarnna, Mnlrmt 4451
Lucie Blvd. Fort
Pierce, e. FL 34946 OppipM
0101 d A 14d hatter - AnYoq 1. lam6a 111, P.I. leprdoUioa of do Irconem, in ut brq is p,uli6ued nl6en the rnnea pumiwn hem bl foul hn,n • Aathaoy T. bolo III, r !.
Job Truss Truss Type Qb Ply RYAN HOMES / SUMMERLAND
WRCSUCLS J3E Jack -Open Supported Gable 2 1
A0006004
Job Reference (optional)
Al Roo( Trusses, Fort Pierce, FL 34946. design@altruss.eom Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:33 2018 Page 1
ID:?sOQvllzBGko2hFpRYbzzzOpep-gCrxT7UQ9szsmESCyZW Rp6hHVa6H19MaUkDtwzMTPy
I 1-0-0 3-0-0
1 0 0 3-0-0
2x4 = 1.5x4 II
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 1 n/r 90 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 1 n/r 80
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 13 lb 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 3-0-0 oc
purlins, except end verticals.
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. lb/size)
4 = 104/3-0-0 (min.0-1-8)
2 = 185/3-0-0 (min.0-1-8)
Max Horz
2 = 66(LC 12)
Max Uplift
4 = 40(LC 12)
2 = 60(LC 8)
Max Grav
4 = 104(LC 1)
2 = 185(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. 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) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSI/TPI 1.
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc.
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-M 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 40 lb uplift at
joint 4 and 60 lb uplift at joint 2.
LOAD CASE(S)
Standard
Y..g41.uh.9*'o..d7d OF IMES rkl1trl;l11ut TIM9(e10D0es(nic. rtNr'1(1eeeUVA'1r I.. Y."ku*IsYr u0..m=W.ee114a% Wlee
osllusmh.sd l.plW.M.ri Iselmsleurfep.np..bK'n[ep.l4n/.q Glnns.n.crl..edr rhssriepm7inpsiMYdr ksq w sYgN imslgml.bl^J.h, relM1l. hkuravga.s.Y o.et.t, sawn Anthony T. Torntlo ill, P.E. Ztal",o nlmsW gbelolss4ny.ditr dk0-,0.D..h.twud pa. r41A.I Asrar,.buan is OLD. R M:w IK9 e.eeysW rlM 14,erwe1 61Mrery htl.u4Yims,.diq eeMdl r.irr. uk4a.rk.q ssdhl. nslniF.ry 90083 swt.V.I=k.
r(
mm 10.uIM.0, Ip9rYrrouf ul p6t.tiNldeYrlq..Shet Yntbj{(SQNLSN i!IIIrYI1 ..IMnrd lli ryndpin Iniryre 4451
St. Lucie Blvd. snn.
i,r krielhrrddgnl .inY.I llArrsns..ehN 11. ILm kurlq.mne01 hh 411 Murn.. iins 4sx. 1". d.I ro.I 1e nledrel h.nnmod.,lnlrl1. Fort
Pierce, FL 34946 opyrilMO1011A-
ltoollosses Aallcg1.lemleIll. 1`1 Iepidenis.61Wsl.nmmt,usay Ism, isprohlitdwilled[be w,rrhnpamrss.e6uAIGatbosses Wheer1.lealo111,pI.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
A0006005
WRCSUCL5 J5C Monopitch
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. Fri Apr 27 16:56:34 2018 Page 1
ID:7s0OvIIzBGko2hFpRYbzzzOpep-9OPJgTV2w95iNO1 OVHOkz0frTvuAOB EVp8UmPMzMTPx
1-0-0 4-11-15
1 0 0 4-11-15
1.5x4 II
1.5x4 II
4-5-12 4 11-1$
4-5-12 3
LOADING (psf) SPACING- 2-M CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.03 6-9 999 360 MT20 244/190
TCDL 10.0. Lumber DOL 1.25 BC. 0.23 Vert(CT) 0.03 6-9 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 20 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 4-11-15 oc
puriins.
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. (lb/size)
2 = 236/0-8-0 (min.0-1-8)
6 = 223/0-3-8 (min.0-1-8)
Max Horz
2 = 102(LC 12)
Max Uplift
2 = 58(LC 8)
6 = 79(LC 12)
Max Grav
2 = 236(LC 1)
6 = 223(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-154/255
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;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl with any other live loads.
3) ' 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.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 58 lb uplift at joint
2 and 79 lb uplift at joint 6.
ey Itau sngih rr.•tr'e l 1Xf RIM rslu <Qrlll flW lfOFxOCR IIS10Yj 14TI1;1([ICiIlK.11r hre: Ierli Ys¢Nmdended en nrhm i sP Ye.q IN, ddedl t I IWUKL l l ed.e.e SlMMfli e Unsebrn ssd M IA..j
Ysid sercm rY7fsMUepl1. t n10 U.N Ue has ks¢Oprr(Ir,S,odl[grr;nutl ol Sol rrrums rmile b eMs.d equngrespsJeryHrin 4sM sale heu lgme dlDo rdl,wW PN N ewp.se.p s.lentq t.w seY6j Anthony T. Tonlbo III, P.E.
IruA6111.,W IWhqnhnsl shlmW0.*-.OrOmsnM:dgrf.hWhg0esq r,.Ynm.0rieaLsee ill ithYdMYq,,h IRS. isgrntldbin A., Lnr0tyT.,drgWW4-gr.hmft.dW.q"Uernq.s3ln a 80083 Y
talq Mspo I ferene tl nsMr.htood epmesed pleUesdM W.q [nI m 4Er2dno. Poi; Irwdd b llld SKI m Ift aIn d ,A- Mi tl s Neeslraiun.1 Wh has Asq., Ims kW Oq n ed rmslalesr.. W., 4451 6t. Lucie Blvd. A.*.
kind by e[q'd ged R. in "4.0 i.ees seehd Skin. Cap fei-Is eli IU Win; Uq., n I.. Sinn use. l eg rllq In repilsd R•.s n n kbw. IIII Fort Pierce, FL 34946 ePlvpht0104A-
1[oil hesses-AdYall.lembeIll. ?J tepubaillofMIiomnem,innlfun, isprohih9eel.illedthe .rinupnmissinham A-Ihofhisses -Aefball.Imho111,r1.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUCL5 J6P Jack -Open 4 1 A0006006
t. -__.r_.____
Job Reference (optional)
00 „Use s. 0" 'r5rce, e- .r 6, UU51q[1 e`Dd 1UUb5.CUn1 Run- 8.7z0 s Nov 1z zu1 r runt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:34 2018 Page 1
I D:?sOQvl IzB G ko2h FpRYi bzzzOpep-90PJgT V 2w95i NO 10 V H OkzOfm3vg00CP V p8 U m P M zMTPx
1-0-0
2x4 =
LOADING (psf) SPACING- 2-M CS1. DEFL. in loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.13 4-9 505 360
TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) ' 0.11 4-9 596 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matnx-MP
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
pudins.
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. (lb/size)
3 = 132/Mechanical
4 = 64/Mechanical
2 = 299/0-3-0 (min. 0-1-8)
Max Horz
2 = 100(LC 8)
Max Uplift
3 = 86(LC 8)
4 = 55(LC 8)
2 = 201(LC 8)
Max Grav
3 = 132(LC 1)
4 = 94(LC 3)
2 = 299(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. 11; 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 grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 86 lb uplift at
joint 3, 55 lb uplift at joint 4 and 201 lb uplift at joint 2.
LOAD CASE(S)
Standard
N
I49
PLATES GRIP
MT20 244/190
Weight: 19 lb FT = 10%
rcqeice -dA.egN "o. nt'11 OCT 1111m stuirl WWI TIN lit *Urs prom d rtd uln. a bri, k p it," JIW) d ar le -VI. heh R l L 4hul Seen nke nr U., od-m ndr 4 a m,.y te11e(
mmalatlsMYlYIhbTMYM•ld ItIlTl kteplepropl. SicllaT lepe;mWMT rargltlml Y-imr, an. iednmdlglMlq lMpWaSI Ir PA In4ldem WOO 1- I0010,eeeeMi. TI1LYlit11{Iras Anthony. Tombo ill, P.E. d Ilua*.,[Mttugld/nlhbnlpeYMWdMN-0.0—'s sevNepcbWmdOeYpr,etynnnor. aLMaldmehdlifgd'WMI TSlgmddhpld rer!U11 dNlmeeleyldY}segl.omAln.dYlv{tMYelenpcll>•d Y Mdu II80083 0e
W&
Ikspado (eentr, aNitl Ia m. so Tim asinpouvof01trd"I "(t.tam SanMmma (WIdA ad Sa Pointed h ITT n eetrnd INFml Ponemi615MI" rrtpat lsleaet eeay d!e Tim Dimino, Tine ldnNlTeLrm qrN l7+o ndlhdliret endtel heintsksp
Ini— It ICI IN t.7gN hiom ear m Niss a Pigoe mllm`a.e4rea"'`"` 4451 St. Lucie Blvd TeNAq
aurizM m .e mld
N. n41 oplilit0ttlAAd[oilhoists -Amiog1. tombs Ill, .I.tepodeaiaedThis dotomeri,
inset two, ispoiiided.itieonlit Primetmmnsieehem AdlcalLean-hrhmr1.limbo Ill, 1`1 Fort Pierce, FL 34946
Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND
A0006007
WRCSUCL5 J7 Jack -Open 10
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 MiTek Industries, Inc. Fri Apr 27 16:56:35 2018 Page 1
1D:7sOQvlIzBGko2hFpRYibzzzOpepdbzhupVghTDZ7Ycb3_XzWEBrCIAIIfff2oDKxozMTPw 1-
0-0 7-0-0 1
0-0 7-0-0 4x6
II 7-
0-0 7-"
Dead
Load Defl. = 1/8 in 4
Plate
Offsets (X,Y)— 12:0-3-8,Edgel LOADING (
psf) SPACING- 2-M CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.21 5-8 394 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.21 5-8 393 240 BCLL
0.0 ' Rep Stress Incir YES WB 0.00 Horz(CT) -0.05 4 n/a n/a BCDL
10.0 Code FBC2017lrP12014 Matrix -MP Weight: 26 lb FT = 10% 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. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/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 (lb) or less except when
shown. TOP
CHORD 2-
7=-757/192, 3-7=-618/107 BOT
CHORD 6-
8=-650/340 WEBS
2-
0=-269/80, 8-9=-159/477, 7-9=-253/369, 2-
9=-168/566, 6-9=-267/465, 3-
9=-171/516 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 & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 2)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
3) '
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. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 131 lb uplift at joint
4, 92 lb uplift at joint 2 and 2 lb uplift at joint 5. LOAD
CASE(S) Standard
fc94
heulsneklt—'r.*11 n0f n0SS6rSIflIlj CIEU dills ItDMENSUSIONjlnErlll1.10111L3J IrIs.1,41 hop pntlm W rcJtln. NO— En# b.q(TRWd bull ir<u ellf.lehen AM Mn . Web berms M nMiDl. sj IMlleho.
ewr!'
oswfl.eselhwR14.M1 Is i imi imp fep. 0.. Slnrhr l.p., Is, renlhelpnn. .-Boll Ise pdisdd utwq"ir-144 Is' IN n deepds.pimsd.7".nreult,W. rn1. IN Ines ti'mr .ledalf..meL UWlty Anthony T. Tombo ill, P E. mebdebtmrn.rwlgboeln
vrwano.,n.eo.n,mRd.p.nE.u.longer..oeeen.wlaWcernbdE.y leurrtiLmgxna4lrtaw.!UU."dwI.— at.C4wit'.wnl"isibgWlweenrpea"0 a80083 4 taey
hspn uf.v.i. pleas lose. UTDOW[.p.mbs.l pdd.udn bun(e.lr.m Will, m.IxSrjleWJel lr MW 1111—d—I.V pnd p4—TRl.swsnnsp.blLb.l MUs/nuns hsip.,Lns kspbpa ..ltms.a.d.:e.eyun 4451 St. Lucie Blvd. elertlu lour
ll.fas•.e qnd q.e..rmghepl Ibdrti hlnis h"14—Is lei b 1d1.1 hspb,n lmssrm.Egnwd.r wg NrgslaNFn rsenlrlwelbull. Fort Pierce, FL 34946 Qppilhl0ID16Ad lost
L.sses-A.0..y1.I.m6oIll, p.E. teplod.diolltkisa.w.em,i.uyterms, isprokihBr6.1themthe.nueepermissio. Item Ad[lot Tresses -A.tA.ny1.tombs Ill, t.l.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUCL5 L01 Hip Girder 1 1 A0006008
Job Reference (optional)
o • erce. IL .r W. uemyn,.-'a r uuss.com nun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:36 2018 Page 1
1-0 0
ID:?sOQvllzBGko2hFpRYibzzzOpep-5nX359WlSnLQdiBndi2C3Rk?4iQ8U4ToGSztTEzMTPv
5-" 10-641 1640-0 1740-0
1-0 0 5-6-0 5-0-0 5-6-0 1-0-0
Dead Load Dell. = 1/8 in
N
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 NO
BCDL 10.0 Code FBC2017/TPI2014
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.
BOT CHORD
Rigid ceiling directly applied or 4-3-3 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1085/0-3-0 (min. 0-1-8)
5 = 1126/0-3-0 (min. 0-1-8)
Max Horz
2 = 35(LC 12)
Max Uplift
2 = 782(LC 4)
5 = 81O(LC 5)
Max Grav
2 = 1085(LC 1)
5 = 1126(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-1 0=-841/595, 3-1 0=-2602/1866,
3-17=-2365/1747,17-18=-2365/1747,
4-18=-2365/1747,4-15=-2522/1798,
13-15=-656/496
BOT CHORD
9-11=-5327761,8-11=-1733/2439,
8-19=-1753/2461, 19-20=-1753/2461,
7-20=-1753/2461, 7-16=-1648/2345,
14-16=-435/594
WEBS
3-8=-259/411,4-7=-243/391,
2-9=-611/444, 10-11=-266/239,
9- 1 0=-779/550, 2-11=49W709,
13-14=-467/324, 15-16=-336/295,
14-15=-610/434, 13-16=-373/541
CSI. DEFL. in loc) I/deft Ud
TIC1.00 Vert(LL) 0.23 7-8 846 360
BC 0.84 Vert(CT) 0.22 7-8 863 240
WB 0.16 Horz(CT) 0.06 5 n/a n/a
Matrix -MS
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=15ft;
Cat. 11; 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
3) Provide adequate drainage to prevent water
ponding.
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-M wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 782 lb uplift at
joint 2 and 810 lb uplift at joint 5.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 224
lb down and 238 lb up at 5-6-0, 72 lb down and 99 lb
up at 7-6-12, and 72 lb down and 99 lb up at 8-5-4,
and 224 lb down and 238 lb up at 10-6-0 on top chord
and 131 lb down and 192 lb up at 5-6-0, 54 lb down
and 78 lb up at 7-6-12, and 54 lb down and 78 lb up
at 8-5-4, and 131 lb down and 192 lb up at 10-5-4 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, 3-4=-60, 4-6=-60, 9-12=-20
Concentrated Loads (lb)
Vert: 3=-177(B) 4=-177(B) 8=-1 13(B) 7=-113(B)
17=-72(B) 18=-72(B) 19=44(B) 20=-44(B)
3x4 =
1Mo
PLATES GRIP
MT20 244/190
Weight: 64 lb FT = 10%
4N4•Ilnsonrrglho—h'11WII]SS6(Sf(IIrirf1i11(fflNf roof rrap ln.Yef Bred Ono nfhns DnphnglfrQrrhleMll 6.l6 It l I. Id.m SI.IMrrns kau ew.nw a.Y.ar to, os.1
Yllh reamr i4es sM k nsl h 6 f70 e..b1 1101ol kup fopre p o. SpuoEf Bp.s ;m sN. oq 108 "pnee..upro din polnsYW gnonq nspsulEry M1r q lnip r 4 rayr lens lryffif is*, O WT,.1. Ihl. h kup ns.pm log l.Ynet uaraT
dsudt<il,nshrol{IliglshlnfwulJmd6A•n.h0•isrbvNoefetMl.11gkuprr,.4suee.poll(,oioR:dM6dlaYgdoodfF1Imons IdIlo Il bdin,dWErns.W"knor;dlgl,bsMrh..1kgoil MaomNWLntl Anthony T. Tombo III, P E. kl.Jg
hsya ditsn.l0 asseoneblDDdf Poa•n.l pNs6sndMpdy(•y.N ldoq lfr.N.(t(SI!pWsWhrnd U(lsn rd.ntlh pmlp4.lhlk%ias rnlOWaos.f anl4ims kup., I,n, ktp(gme v rmsYndMfe, nl z80083 rfuN.ldntl
llo lsf.G goal qu. mklll Ylppslnrrtt Iklmsdsgtsi.... U101Y Ilflgkup.,ninu Sln fopne4.f iY>f 01 [Sfar w.snllaNn UII 4451 St. Lucie Blvd Fort Pierce,
FL 34946 Gppithl01D16A-1loci
lmstet•Wholly Llom61III, P.E.[eprol.0ioedllisincurring, ieurlwn,itprolilildsrilYo.ifieworsen permitsmline Adloci Lnse1-A11hmr1.4n6oIII, l.l.
Job Truss Truss Type Oty RYAN HOMES / SUMMERLAND
A0006009
WRCSUCL5 L02 Hip 1
ly
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. Fri Apr 27 16:56:37 2018 Page 1
ID:7s0OvilzBGko2hFpRYibzzzOpep-Zz5SJVXwD4THErmzBPaRbfH9G6nLDYlyV6i ROhzMTPu
1 0 0 7.6-0 8.6-0 16.0-0 17-0-0
1 0 0 7-&0 1-" 7-&0 1 0 0
4x6 % 44
Jx4 = l.Jx4 11
Dead Load Dell. = 1/8 in
1 5x4 II
30 =
3 8 7-&0 8 6 0 15-8-8 16-OF0
3 7-2-8
I
1 0 0 7-2-8
Plate Offsets (X,Y)— 2:0-2-1QEdge1, 15:0-2-10,Edgel
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.37 8-11 516 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.30 8-11 630 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.03 5 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 59 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 2-9-9 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 687/0-3-0 (min.0-1-8)
5 = 713/0-3-0 (min.0-1-8)
Max Horz
2 = 45(LC 16)
Max Uplift
2 = 451(LC 8)
5 = 467(LC 9)
Max Grav
2 = 687(LC 1)
5 = 713(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-10=- 487770,3-10=-1169/1874,
3-4=-1071/1877, 4-15=-1 185/1879,
13-15=-293/576
BOT CHORD
9-11=-674/413,8-11=-1661/1065,
7-8=-1679/1071,7-16=-1659/1064,
14-16=-510/310
WEBS
3-8=-317/214,4-7=-358/237,
2-9=-416/651, 9-10=-018f710,
2-11=-619/389, 13-14=-264/451,
15-16=-384/294, 14-15=-299/516,
13-16=-439/284
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=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; 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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl 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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 451 lb uplift at
joint 2 and 467 lb uplift at joint 5.
LOAD CASE(S)
Standard
i'
OR. pi.,. f.m* "I,. M *111130 Tirmrit111n aGLLl flolS UGFS10t4cn1011j S1:r; uutllOi4r his, h 1 hitip I.udm d rmi ums . ft. eehr 1 1.1 ti, IL Mlrur lied iris wr Odm r6— 99r n d W.01
10h1r em p+>t s000mmdl.YtMnM.el is srrns kop lqd.pr,stinYll trr.erj.b udwglA i4wdrmom rdprdnud gwvy rtspW4q Mb M pda s.yr trot Lwde11.41W rdr. d. MyIlrinpms.epairdgidadtsmd117 Anthony T. Tombo ITT, P.E.
dm. Oft I—WonsWay Ohmp.vlJalmasT.16WIgAvrydhYd dimD—.lYOr.d.,,.OrmmdwMumlsign4drXIT6p:h"be d AIRLossift.kdq"in nydLMlgd z80083b l.xg Mspn d(.
cMe /4 nrW..eblODdt•prmn drillrmrdM hly(gdm idrR Yh•s4 (101ipWrMNlIId Wl nrd.n.f4 pmd dan MIYLufern>diesriNs.nflu T—aup.1—" Iqd. d I.,nMcws, ios.r 44515t. Lucie Bhrd. Au.lm
idn 1pou"IFNI
me.YFort Pierce, FL 34946 ophi1hi071111A ltnl hossei- Anioq 1. Tombs
111, t.1. teprobail. if An dommerrt, in ay Turn, is prokibitd siihesl the.riaes permission hem A•I led hisses - Asihiny 1. Tombs ill, P.I.
Job Truss Truss Type QN Ply RYAN HOMES / SUMMERLAND
WRCSUCLS L03 Common 1 1 A0006010
Al RMf Tniccec Fort Pinrro PI voe neaA;. fMn,.... Job
Reference (optional) n• • •
w••• u. . US -- -c cv i r rnnr. o. rzu s Nov T 2 20 i rim I eK Industries, Inc. Fri Apr 27 16:56:38 2018 Pagel ID:?
sOQvilzBGko2hFpRYibzzzOpep-1AfgWrYY_Ob8s?L9k65g8spQtW6yy_H5kmS Y7zMTPt 1-0-0 8-0-0 16-0-0 17-0 0 1008-0-0 8-0-0 1-0-0 5x6 =
LOADING (
psf) SPACING- 2-M CS1. DEFL. in lost) I/deb Ud TCLL
20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.36 6-9 529 360 TCDL
10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.30 6-9 645 240 BCLL
0.0 ' Rep Stress Incr YES WS 0.14 Horz(CT) 0.03 4 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS LUMBER -
TOP
CHORD 2x4 SP M 30 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 5-8-9 oc puriins.
BOT
CHORD Rigid
ceiling directly applied or 3-3-4 oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2 =
687/0-3-0 (min.0-1-8) 4 =
713/0-3-0 (min.0-1-8) Max
Horz 2 =
48(LC 13) Max
Uplift 2 =
448(LC 8) 4 =
464(LC 9) Max
Grav 2 =
687(LC 1) 4 =
713(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
8=-494/847, 3-8=-1152/1859, 3-
13=-1170/1866, 11-13=317/628 BOT
CHORD 7-
9=-675/416, 6-9=-1644/1047, 6-
14=-1644/1047,12-14=-508/313 WEBS
3-
6=-065/355, 2-7=-433/684, 7-
8=-380/643, 2-9=-623/393, 11-
12=-277/481, 13-14=-387/323, 12-
13=-280/477, 11-14=-446/291 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=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; 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)
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)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 448 lb uplift at joint
2 and 464 lb uplift at joint 4. LOAD
CASE(S) Standard
Dead
Load Defl. = 1/8 in 3x4 =
PLATES
GRIP MT20
244/190 Weight:
56 lb FT = 10% r•
r, nnutln llr,nn•IY'llnOf113SSdrS[LL(rjQl:lllfllKf{(OMI' I(4d11 71(jln7jl(npnlKUn'prt.lrryru pnnmdndo n ntl mrsyrn l([4dh4!r1,IrrRrl.hhmSrnNrenr u+n,e..n<umnm(or,.y rrf(n.-mr.,nr.w.dnonw.+d rn(mr Iry..pr.srm(.w,imu n(cr vmm mK.,arifauwr«r,ynyrwurr„rr(ny,au m,r imr d(ro q,.(.mr newn.•rw,nr-0.ro L+.orr1 Ztdn Anthony T Tombo 111, P.E. xrnlnrGldrNnr4hlm4tlM1fiacrefi0a I rH Udu, us.,80083drr•
I4•
If I(Kl4 q.d n• MR 4.0 Wt.nO,d IMrmr our IV= B 101 G W121 Mvp, Ins Sim• birm E q" l0 widud.iu e n taw 6 IIII 4451 St. Lucie Blvd. Fort Pierce,
FL 34946 rppitY(O}DI{AIiNIlnsser-An(Yogl.hm6@III, 1.1. tepnbma1ddil{r•nrm,io•gbrgiswoYiledri(londewinoprrmisvmheoAdhdhnul-Anh.oyl.boloIII, l.l
Job Truss Truss Type Qb Ply RYAN HOMES / SUMMERLAND
A0006O11
WRCSUCL5 M6A HALF HIP 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, designQal truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:38 2018 Page 1
ID:?sOQvl IzBGko2hFpRYibzzzOpep-1 Afq WrW_Ob8s7L9k65g8spUa W DHy?z5kmS_Y7zMTPt
1-0-0 , 5-0-0 i5114
1-0-0 5-M - 0-11-
30 =
1,Sx4 II
1.5x4 II
1.Sx4 II
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) Well Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.06 7-10 916 360
TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0.05 7-10 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP
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 5-11-4 oc
puriins, 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 guide.
REACTIONS. (lb/size)
2 = 221/0-8-0 (min. 0-1-8)
7 = 303/0-8-0 (min. 0-1-8)
Max Hom
2 = 105(LC 12)
Max Uplift
2 = 116(LC 8)
7 = 132(LC 8)
Max Grav
2 = 221(LC 1)
7 = 303(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-7=-179/307, 2-8=-168/278
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)
and C-C Exterior(2) zone; porch left exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1 60
2) Provide adequate drainage to prevent water ponding.
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 116 lb uplift at
joint 2 and 132 lb uplift at joint 7.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 25 lb FT = 10%
4wg Nev hrn rrh.h't 110Lf nISSlSjflll(nQl:lll nuntmrlllCnmio r"14r.'1';uucn-T.ur6rs.1u4160yromn drew on. ratimtks}A•e.!glW'gWhulq t irLarl.m.nrwa M„ee uu!al.m unlnmmA. rj
Mll,Yrertm r'n!tdnnw hrhlWnee Ml stehn, kvrig.apr. SrnAilg,e,;m WwglDlirrresm,.¢wa,l4rrwn,tdq.er4lresree,+lttr Yrhletgtwhs.7,Iin, LryeMahl00 ,ed.I!4111,Wpnu loan helq,eem,e,.,.m1i1.1 Anthony T. Tornbo Ill, P.E.
I dwnont,hrgl.1/ghhrur!dJn 40.nh0.aitraevwrprrhh4hl0ev*r,taiwon erllLBttCdhhde.Ygn4dtFl ihq'nd hNld AetlrxdhlmttlwyM-.ynigr.h!hCadYrtq!Mlroenq tJu.w z80083
h l.L.p h,ga•ditmu 10.1, m W. hMind In, trmn.f rnm,nne Odin (.P m,wq tb eiiiii W.*W M In iriii Axrtw!. pmd FA —MI nfrt 6—p ital.1ht. oft fin, N.". Ims" fq-d I., INMt.n,—,,t 4451 St. Lucie Blvd. An.
lu ldiw l(t[d wgrw qr. ntlgle l pre, Yrthei l4lnnhs,lg.nintnh W'al Mupe,nln!,SItr.Fgnw,[al saq mgli rw Mnnnitxl bietl. Fort Pierce, FL 34946 Gppitht07OIAA•
IAdlnurs-AotYagLhmhllil.t.l. tepreboissdAir bmneot,many Win, isptoAiAnelritEnrrhtwritten pnmissinbee A -I tool lnsses-AsIbonyT.lectolll,p.l.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCSUCL5 M6B Monopitch 1 1 A0006012
Job Reference (optional)
1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:39 2018 Page i
ID:?sOQvllzBGko2hFpRYibzzzOpep-V MDCkBYBlik?U9wM Igcvg4MgJwZxhRdEzQBX4ZzMTPs
1-0-0 5-11-4
1-0-0 5-11-4
1 Sx4 II
4-4-0 1-3-4
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.06 6-9 886 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.05 6-9 998 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 23 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 5-11-4 oc
puriins.
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. (lb/size)
2 = 217/0-8-0 (min.0-1-8)
6 = 318/0-8-0 (min.0-1-8)
Max Horz
2 = 116(LC 12)
Max Uplift
2 = 117(LC 8)
6 = 118(LC 9)
Max Grav
2 = 217(LC 1)
6 = 318(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-0=-229/435, 2-7=-162/254
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)
and C-C Exterior(2) zone; porch left exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 117 lb uplift at
joint 2 and 118 lb uplift at joint 6.
oaq - rhry mngiq —n'l l 1W Ilussarilllln atau riuu l (pnMIIUl (ISi7x{mI7; uuantru[rr re. Ierli rsi* pnoen d,d e+n ns Irm tesp Aura Irl'T d h exA.i 1 I"I11 I. Mien 11eM wt ne. idea 4—M Mostr NO, I Yltrlr.
rm, inns sellr nsth 0e i]pr rod ssrirnsrap[yrM(le. Spndi[egee'mvo ee of tMeirFrvm o.Mtuotr ronvd repernrp iespuleq n, tr lespoorsyerna Mme.mspM.7 da RFr Zr pnvgews Meq i.af.s. stud!) tdru0Ysiris,itrqlWoohhiup irrst40ws.<1r0.rirrartdrgfa6l.hiypsy.r,.prupMAbl1[.b4;ulmrdYaygn4d(M1l.11rq>frnloorf0ldenhellnrAMrms.afi4glcG rsrgr,,nlrNardrttgsHlrre,upWend Antf'°nyT.Tombolll,P.E. 80083
4tuyMsQMd4erMo, lOmsn rn YlOMd4neaur.s ,hbrrsdor defy (rep.m4dep ry m.P[lejpy,JdHl7rd slU nide,ne7r pr dpNau 1M1l rfrs4nseemisn.tan/4Lnshsgrr,Lns7np[gae eermsoardrf.,.ns 4451 St. Lucie Blvd. rL.lu ed.dl(t[ednM e esta.mrp ep dl pin lnehri lr lnuhsl lquenh 101nld'1y Msip,n lnafls7e bpueu dar rllq Wspflast lnsnnldd Ylnl. opptilil
07016 Ad loaf Erosses• Aoliaty I Tombs III,p.E. leprobuioe oftins br,mem, io uy Iwo, is pto iided ritico lie rsineo petmissito hem Adloaf tresses- Aethonyl. lees6o ill, l.1. Fort
Pierce, FL 34946
Job Truss Truss Type Oty RYAN HOMES / SUMMERLAND
A0006013
WRCSUCL5 MG7 Jack -Closed Girder 1
PIY
1
Job Reference (optional)
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 MiTek Industries, Inc. Fri Apr 27 16:56:39 2018 Page 1
ID7sOOvIlzBGko2hFpRYibzzzOpep-VMDCkBYBlik7U9wMlgcvg4MiOwRthKnEzOBX4ZzMTPs 3-
5-13 7-0-0 3-
5-13 3-&3 6x6 =
3-
5-13 3-
5-13 1.
50 II sao
n ..o — YE1S41
LOADING (
psf) SPACING- 2-M CSI. DEFL. in loc) Well L/d TCLL
20.0 Plate Grip DOL 1.25 TIC 0.19 Vert(LL) 0.03 4-5 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.05 4-5 999 240 BCLL
0.0 ' Rep Stress Incr NO WB 0.63 Horz(CT) 0.01 4 n/a n/a BCDL
10.0 Code FBC2017rrPI2014 Matrix -MP LUMBER -
TOP
CHORD 2x4 SP N0.2 BOT
CHORD 2x6 SP N0.2 WEBS
2x4 SP No.3 WEDGE
Left:
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-11-13 oc pudins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 8-11-3 oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 1 =
1716/0-3-8 (min. 0-2-0) 4 =
1329/Mechanical Max
Hor7 1 =
138(LC 8) Max
Uplift 1 =
504(LC 8) 4 =
454(LC 8) Max
Grav 1 =
1716(LC 1) 4 =
1329(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 1-
7=-822/204, 2-7=-2066/586 BOT
CHORD 6-
8=-247/420, 8-9=-639/1875, 9-
10=-639/1875, 5-10=-639/1875, 5-
11=-639/1875, 4-11=-639/1875 WEBS
2-
5=-417/1526, 2-4=-2108/719, 1-
6=-831/208, 7-8=-147/413, 6-
7=-888/235, 1-8=-188/699 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; 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)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
3) '
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. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 504 lb uplift at joint
1 and 454 lb uplift at joint 4. 6)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 833 lb
down and 264 lb up at 0-10-12, and 832 lb down and
265 lb up at 2-10-12, and 832 lb down and 265 lb up
at 4-10-12 on bottom chord. The design/selection of
such connection device(s) is the responsibility of others.
7)
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:
9=-833(F) 10=-832(F) 11=-832(F) PLATES
GRIP MT20
244/190 Weight:
40 lb FT = 10% oue7
K_ONI!AIf!N. IWAI Ica IMBm.agveful P.m e(MMKI Toorml-)I mota Tartu. r!,(.If!,'ffnMtl!wllnleq!f!Orf irnf NSl}Olnq(•i001dxkYrl IrN LLf LILun!{NO IeN1w rin{O.nN Rdr Mid. e!h WLII
IY flf6sddhnd40l It<%k dd lsrlms Ns*l aff p!.(nrlf[gwo M sdrfq G6 nertsen rulrMriY rdrlsaf gwell n!r.NVnMII!kupld u!imslgc!IrtrlMah, wee lnl hNs nNer1!o,Y o'Ws,!tli! Anthony T. Tomtw ltl, D.E. I
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N4hy Msgsff d[.aMf IA rasa wl.YlGldhr!nnd*1!1ndM WyfnNn•4lf tlsfeer. n;SOpIssW 1. RId SxInNMwNiNI dhW Irrl MLfshnNr•udbsr Ws4Slnss O!npr,hns trN lynff dlmsYwhE+v,.ifsf 4451 St. Lucie Blvd roN.
lr dq!Nerb4!d..naggaf..s.+nd Irun!oN(y NUIe!r,wlN*!.lnsi.m.(q.!!!I!.eq rowmludm.,.!nr.d.ml Fort Pierce, FL 34946 sppiplea1016AIRoof
Gases Arilooyi.ionb0l.f.f. Irpld.nioedelis1110=0i,!ongform, ispro6l6NdmikulIke !menpvasisnobe. Alloaf fusses AofAolgl.lors6olll,r.1
Job Truss Truss Type City Ply RYAN HOMES / SUMMERLAND
WRCSUCL5 VM3 Valley 1 1 1
A0006014
Job Reference (optional)
Al Roof Trusses, Pon Pierce, FL 34946, design aC3a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 16:56:40 2018 Page I
ID:?sOQvilzBGko2hFpRYibzzzOpep-zYnaxWZpW?ssSJ VYsX78DHvu8J_SQwuOB4x5cOzMTPr
3-0-0
3-0-0
I
2x4 - 1 5x4 II
LOADING (psf)
TCLL 20.0
TCDL 10.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-"
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017ITP12014
CSI.
TC 0.10
BC 0.05
WB 0.00
Matrix-P
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc)
n/a
n/a
0.00
I/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES GRIP
MT20 244/190
Weight: 9 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 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 guide.
REACTIONS. (lb/size)
1 = 84/2-11-6 (min.0-1-8)
3 = 84/2-11-6 (min.0-1-8)
Max Horz
1 = 43(LC 12)
Max Uplift
1 = 21(LC 12)
3 = 39(LC 12)
Max Grav
1 = 84(LC 1)
3 = 84(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=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
2) Gable requires continuous bottom chord bearing.
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) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 21 lb uplift at joint
1 and 39 lb uplift at joint 3.
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WiN 11M50dlhnW1K1Wi10nkd1 Is. r•Wi b,.k kur dui u1h lm+IgMI.0.Us.4,.1. I111-1 he k+q tswgr_Yfqub.s, umlbn Anthony T. Tombo 111, P.E. Zt I ntdas l., Its y ynlanyrssh[t11M0—.heD.n'+.drud m.YW6thvpr,. 6 lowfilt ln.h Rid d l.d.A/qup dull Ih gN.ddblCOd ss htlwdlw lrn+,.M1iq .Pq +Yty...>t7..dkaYt slJMw mi•viksl 80083aWlqhupd(ro.w lOrs+dM.di?7dh ous di.Yb+dYlcYgfoM.IMs tl.R ftIS01r11W 11 RI dSt(1.. idxwNl. ryed plr+ 1/ti Ma+tli.AsLL`.d Knd(r lms ht*r,Lns hu}Gtt.+d lm+Y.ded.rt,.4u
R.•n+M.elh,.fwYgal.I w+nu hkll+Ms.Md I41.ohs*ISumn101hI.Ilgh+*.,.h.uS!W.[y.cdn,Ndbq 1lgdduNOsn.nsMat+AI 4451 St Lucie Blvd.
Fort Pierce, FL 34946
bprripMQ1011A-1d.lIosn Actb.yLle.EoRI,L[. lepm4moutibis dmmrol.iuoyhtm,ispo6dnn1.it6nlthe nsneepa.ns.ohmAlloollnsu+-Ml6eryl IomErill,f.f.
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
A0006015
WRCSUCL5 VM5 Valley 1 1
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. Fri Apr 27 16:56:41 2018 Page 1
I D:7sOQvIlzBGko2hFpRYibzzzOpep-RIKy8saRGJJjT4kQFeNmVR_ijHG9N8XQkge9SzMTPq
i ry0-0 ,
5-0-0
3
2x4 1.5x4 II
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 16 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins, except end verticals.
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. (lb/size)
1 = 164/4-11-6 (min. 0-1-8)
3 = 164/4-11-6 (min. 0-1-8)
Max Horz
1 = 83(LC 12)
Max Uplift
1 = 41(LC 12)
3 = 75(LC 12)
Max Grav
1 = 164(LC 1)
3 = 164(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=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
2) Gable requires continuous bottom chord bearing.
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) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 41 lb uplift at joint
1 and 75 lb uplift at joint 3.
roq.nnuu.wpr oM.d',au nnsafslum,((r[utt(nuAcamgrtustc+irr(r uuen(ow!dr6•. r,ri.p,yrsnemtr rrnrm,tm,6n er.w(tp(grc t tre•ar(.ranw,mnm.,w r,uar uemdrwrro.q
141e1,uerr rWrddh•d t.dltElnNrtl dsolm, h,rr L:poop,.Sryot(q:eJ,4,Nr.qMn{<,us,r.mewur Yr,Murl,quru n,N,iinad, Yup ashlh lm,IgmMrhlq uM1, dnlhl fk 4sp nvey,,Yft, r.'M,, ,.awn Anthony T. Torntio III, P.E.
I dno Yslm,hghid.yn6nywvitg MDar,YD•wiu0rrtd mu{.Eghupn,.6,RYq/MILOrb(rLbdMNylksdl JlYgpmrMdlMdgAnlnsd4lnu,rdiq•r.Ih a.rpr.rtYr.rYgnmMmreNihA •80083
e hYy Ar,r,domm,.ID•m ui w,.hrmrYrc,nrr,rrsaru.rcor.,. sent W.e rn;ru,r 1. tnrsur n,nnmwap.na, tni ror wd w,e, lumAUn,alMr Nvr.,un,6n4 br- rim, 4451 St Lune Blvd. An•
iu hiiel p s (W q grtl i •nSg h d prhe, n•hd 1Y lm, roT 6qr„ u q1 M 1.Wq 6n*r. • i,ns S,h. [,p,u d n sing sh,gd*M t .s rr n hMd.1f11 ZtFor Pierce, FL 34946 opyrijkl
O 2016A-1 tool Losses Aetho.y Llemb.Ql.r.L Iep,odonm. el this doame.t, is loin, isp,Ni6ned nt6o.1The ndtn permissio. boo A l Aool hosses Aothoryl.lon6ell1,f.1.
JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTLOI
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
7724109-1010
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 End Jack's
w/ (4) 16d Toe Nails @ TC
3) 16d Toe Nails @ BC
Attach King Jack w/ (3) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
0
r`
ttach Corner Jack's
r/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
v.. n.,etr.,le«.,.e'el(r)I(mS.91!!IryQeit/tfiltSel[.blCej(C:W.1'Zv(e'el(le7rlR.leTY,e raieYv;e,.eaenr,drat.snl,lie,;*Ds.q(tOP.IMiriglle.ie rll,baeflMen.ery YSnd.nneJd.bl[Iwry —
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d,Nliftitntl.nutty.Mlnews6WqdM0an.M0.ur,MlrLdq.IwMtMegln,.6uimdbY.,Y4.1Mktl4,kq;,Yd11Ll.hopdYo11p.1..My ud"I—Mad"laYgdv.d90MW*Kq*tlibn,Mtl d Anthony T,laentwIII,P.E,
n6dlal Mdlmeof Il,eitMe..d0.9dth.q•ndeee,MtelseY.1g4W.Wsdo, r.rs0(ln.t5det,[edSKI nnhneMSe,.vl.ke mlet6r,tlerr.cdhudkntdrlglkn. u.nn 60083 nnneNdl!t(
eKe, q•d.eu. n.q /ydpnn e,d,d 1. Inn h,!nene;lM1 Ot v.lmthte+ dee gl IA >b vet!
Plndh.tt..teteu.tlu 4451 St, lucle Blvd. 7 M `°" "°
I"' Fort Pierce,
FL 34946 qltllk102WAIRestImue•AoRayLDds10.
1. (epedcdu.elftike.ecAhoylore,lipskikiltl.00;3 Ike nirilFeWnuekcnA-1hot 1muc•AclAw,l,T"M,101.
FEBRUARY 17, 2017 ALTERNATE GABLE END BRACING DETAIL STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772-409.1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
V-3'MAX.
DIAG. BRACE
AT 1/3 POINTS
IF NEEDED
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.
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES
24. O.C.
2X6 DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - IOd COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO 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) -
IOd NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
END WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
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' Or.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF IOd
131'X3') NAILS SPACED 6' D.C.(2X4 STUDS MINIMUM).
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.
URAL
TRUSS
STUD
I
STRUCTURAL AN ADEQUATE DIAPHRAGM DR OTHER METHOD OF BRACING
GABLE TRUSS / 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.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED /
STUDS. TRUSSES WITHOUT INLAYED
S ARE NOT ADDRESSED HERE. /
STANDARD GABLE /
TRUSS /
JULY 17, 2017 STANDARD PIGGYBACK TRUSS
CONNECTION DETAIL
STDTL04
f
t_
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- D.0 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 CHORO 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 (1.5- 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.
few • rk+r s.rph mf • r IJ 1 I IMA! l ul• f 4YLLl Qt1S p IOJr1 N tR111 {ltii; 4ROf!pG[[11'rn 1ef! k+* rom wI+M rn w IYn inrhq RI.Yp; wl r» p r+w, r! a,•r t4r ... errr n,r.,w aer. r tpD, a
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eryetree.r ee.nrpi!rparwnrrrp Mu.r,h,4!y...e;lrl.u..;pwpr..tMrhmot.r,.lrr.h rae,ensrM,r.rowr+r.mr Fort
St.
Lurie Blvd. Fort
Pierce, FL 34946 lopplpa010H
Ad Inlimue Inttur 1, lfialll,Ll. in, denuf d!pif Imam. ism hum, hpuk;puel.lRoa Ile faeo perciui.tm ld lalhuus•Icim Lleab Ul,lt
JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05
A-1 ROOF TRUSSES
Le CT I I Iric or %in
FOF
SECURE VALLEY TRUSS
W/ 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.
DETAIL A
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 'A'.
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.
E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
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 II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24' O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
n.q t!r.rtr"'1d1 rr•n.4'LI UN i1QP1f;S,^.l[11 ae[utitiltSa(De 14sf (tSl]d('IMIjtiu0e:(Ke1sT'In reel trey,Ien",dmimes.krIw 11up P+e.q IiNJd 19 I.Mm I brr n,pt Itke.e Slen xfre.0 6h114—Mowsr,"TIAd
di;dn.r. llrn diMn.11.mlW N.dl isri sst.al iq enj.,y.iuSilq.ml6rtNxnitdirylunxnglYrdor drsurd.prngi.pndlp i.MMyrddr sghLnri.rM.Y1Dedl iM1l, Ifrfwpn e.l l.4q eNr r, wwuh Anthony T. Tombo III, P.E.
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k6q ks* d(.bKw. a IioIdes• h rich plmn d pMm If rN Wy L.por. Sdc( eino.%MQwYddl! m d SKI rdnrdM p—I you m l bLui lxtrlWsdMmdOr NuftKAm" E ..w tau WaMen,dro 4451 it. Lucie Blvd.
erb.M.M el r(n2.l gedq.•n4"gl.dptm..rnl IkL srL4vrl.evnr7ltrAtlq GJpn..ImtS(Yn t.peed.r YnNS IAtMr4-.Itn.rn l.d.11/1 FaiFlelce,FL 34946
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FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06
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
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES
6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER
772-409-1010
TRUSS
SECURE
W/(
VALLEY TRUSS y II II II II II BASE TRUSSESSSES
TYPICAL) 11 t!
vt_ t rats_ n
NO SHEATHING) N.T.S.
GABLE END, COMMON
TRUSS, OR GIRDER
P F-12 VALLEY TRUSS TRUSS
TYPICAL)
SEE DETAIL'A'
BELOW (TYP.)
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 3112 MAXIMUM 6112
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF
SYP TO THE ROOF W/ TWO USP MAX SPACING = 24' O.C. (BASE AND VALLEY)
WS3 (1/4- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES
INTO EACH BASE TRUSS.
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III, P.E. r udn hn+l.ge.ltgnw,rs.ndd,dh0..n,wOr i.I.:N.pvh Wiy M n,.h,.Iadh f.h ilrh4dliYl u4 ri1t1 %.'ddw1elr.gW.udhlm4.ho t.hq 'ugr,.s.Sl. r..,s.7lhiespWnd t 8(b m twin Ingot (ma. Is Ism,W.e.a lam nunrew.s dhlae trsn...tdq ierm.,tt9)),w5a.n ttlr VIA n,de.uda "—I pd.,LT14hu bm.sWnr Ins dr. Int Im", b..at'v mf+v sC.aYn, Wss 4451 St. Wei2
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fasSoRyl.lenblA,l.(. teed.oindIlk donnem.i.oyMm,ispokiRid. mdemmespm issinftnAl4ofG.sses A.tWgLTu M0,1.E turf Pierce, ci Blvd.
JULY 17, 2017
1 1 \ V J%7L_" V r%LLL I %7IL 1 LJL I !1IIL
HIGH WIND VELOCI
STDTL07
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772A09-1010
ATTA(
WIND DESIGN PER ASCE 7-98, ASCE 7-1
WIND DESIGN PER ASCE 7-10: 170 MPI
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:
MAX TOP CHORD TOTAL LOAD = 50 PSI
MAX SPACING = 24' O.C. (BASE AND VA
JUYYUK I INU I KUJJtJ UIKt(; I LT UNUtK VALLtT I KUJJtb MU, I tit
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED
TOP CHORDS.
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER.
NON -BEVELED
BOTTOM CHORD
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
MAXIMUM 6/12 PITCH
CLIP MUST BE APPLIE
THIS FACE WHEN F
EXCEEDS 6/12 (MAX
12/12 P
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d.wden Twill .Itdinnrollsomm" dell O.w,a0m%lmn1:.11d ataigku".elellmmdalK,roared kkwullai hdU:1 Ioprdddoipd.I411ud4lnn,rlmigrGlsr.n.m%ftwdlingadm:wmw'. h.1 r80033 Mltoi
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in11.Jd1l IT,(.'w mold q....6.1 llnn..hel Uli.11hu>.Ig1e.n101ro M1iq klpel,.lan S[luw 4y1mdg1.Mn1 tl lgaim hnl.Inu1.11.1 FI 4451
Blvd. Fort
Pierce, e,, FL R34936 I,......
I.A... 1 Iu.4111 If I.u.If
FEBRUARY 17, 2017 STANDARD GABLE END DETAIL
r
STDTL08
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
7z; VER1
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.
v
DIAGONAL BRACING ** L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
NOTE:
1. MINIMUM GRADE OF #2 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 #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C.
S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - D' D.C.
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) IDd NAILS THROUGH 2X4 (REFER TO SECTION A -A)
7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240
VERTICAL 2X6 SP OR SPF
STUDPBRACE
2 DIAGONAL
BRACE
4) - 16d
NAILS16d NAILS
SPACED 6' O.C.
2) lOd NAILS
INTO 2X62X6 SP OR
SPF #2
2X4 SP OR
SPF #2L HORIZONTAL
NAILED TO
RTICALS
SECTION A -A V/(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.
8. 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 SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE1 2) DIAGONAL
BRACES AT11/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP 931STUD 17 O.C. 3-8-10 5-6-11 6$11 11-1-13
2X4 SP 931 STUD 16' 0 C. 3.3-10 4-9.12 6-0-11 9-10.15
2X4SP#31STUD 24'0.C. 24-6 3-11-3 5-4-12 8-1-2
2X4 SP#2 12' 0.C. 3-10.15 5-6-11 6-6-11 11-8-14
2X4 SP #2 16' O.C. 3-&I l 4-9-12 6.6.11 10-8-0
2X4 SP #2 24' O.C. 1 3-14 1 3.11-3 6-2-9 1 9-3-13
DIAGONAL BRACES OVER 6' - 3' REQUIRE 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 #2 OR SP #2.
ROOF
SHEATHING
AILS
lOd
TRUSSES 0 24' O.C.
2X6 DIAGONAL BRACE
SPACED 48' O.C. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
SEE SECTION A -A)
END WALL
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 :1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
FEBRUARY 17, 2017
I
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409.1010
T-BRACE / I -BRACE DETA
WITH 2X BRACE ONLY
DOTES:
f-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINI
S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH.
PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TI
ONTINUOUS LATERAL BRACED WEBS.
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6' O.C.
NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PUES)
NAILS
SPACING
STDTL09
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 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
1(
NAILS
WEB
T.-BRACE
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
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
OF THE METHODS ILLUSTRATED BELOW.
NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
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.
USE METAL FRAMING
ANCHOR TO ATTACH
TO TOP CHORD
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (OD NOT
NAILS
TACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
B WITH (3) -1Dd SCAB WITH (3) - 10d (
0131' X 3') NAILS (0131' X 3').
I NATTACH
TO
AILSS pH (3)
ERTICAAL
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
2) - IOd NAILS (0131'
X 3') IN EACH CHORD
ATTACH TO CHORD
WITH (2) •12 X 3'
WOOD SCREWS
0.216' DIA1
USE METAL FRAMING -J Z ATTACH TO VERTICAL '-ATTACH TO VERTICAL L INSERT SCREW THROUGH
ANCHOR TO ATTACH WEB WITH (3) - IOd SCAB WITH (3) - 113d OUTSIDE FACE OF CHORD INTO
TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0131' X 3') EDGE OF STRONGBACK (DO NOT
USE DRYWALL TYPE SCREWS)
TRUSS 2X6 4' -
STRONGBACK (TYPICAL
0' WALL
SPLICE) (BY OTHERS)
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT,
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - D' LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' 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).
BLOCKING
BY OTHERS)
FEBRUARY 17, 2017
A.1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409.1010
LATERAL TOE -NAIL DETAIL
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 DF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
o 135 93.5 85.6 74.2 72.6 63.4
J
162 108.8 99.6 86.4 84.5 73.8
ri
128 74.2 67.9 58.9 57.6 50.3
131 75.9 69.5 60.3 59.0 51.1Z0J
in 148 81.4 74.5 64.6 63.2 52.5
N
W)
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 35') VITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 845 (LB/NAIL) X 115 (DOL) = 2915 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60'
45.00'
ANGLE MAY
VARY FROM
30' TO 60'
STDTL11
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
45.00'
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
0'
FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
NOTES:
1. TDE-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 VITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
L7
131 59 46 32 30 20Z
O
J
135 60 48 33 30 20
U')
m
162 72 58 39r 37 25
J
X: O 128 54 42 28 27 19
O
Z
Z
131 55 43 29 28 19
W
148 62 48 34 31 21Jin
J_ N
Q M
Z
120 51 39 27 26 17
Z 128 49 38 26 25 17
O
131 51 39 27 26 17
J
148 57 44 31 28 20
M
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 3.5') VITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 133:
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 ALLOVABLE 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
NEAR SIDE
FAR Sl
E
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
IL
NAIL
NAIL
SIDE VIEW END VIEW
MBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTLI3
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
I.0x4
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.
April 11, 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 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES
STDTL 14
4) 12d
MAX 3011(21-611)
2x6 #2 SP (Both Faces)
24" O.C.
SIMPSON HS
w N'W,'...' II=rrm(Wur{QUIII ur.11 Icam-119s :.(q'irlrrrq'.u1GW M b. rxbr,P•r,r,rrn.nLn.we'm-1lr1rr10..t i.r 0.11 rR..•, un wrr.,. IM,sr„Y7r.ulrwsl/r.AI wrn.,r,*l.,..pr.r..t.r..yr,r..rm,q.... .MrrlrnM,wl.,r.y,r,,.,ar. I em .r I.," -IN b".r.rm I.Ai' w"r^"/"'•'" Anthony T. Tomtw 111. D.E. r,...rnu.,,r.rwr,ea.wwu,+ro....ro..r,.n.u.r.e.rwr w.w..r.rra.rw.rarreru o rmr.n,.i r rnr..rw w.r tr.n u. ,orrr
r,_i•I ws r'rtry arr„nw•rprry„rrrrr,Ir1.Y.,f.gw. s.q W,rrllup.rYaNnrer Wrn,r.,.Mr . vrr rr.,. uu.,.+e„r +.•
vr,r.r m.,.r, ra0083
s...rrgrwrar/r ....,,urr..,...t.,r rr rm,w,Tr./.,.. mrwq w./..u.,, s,r. r,.r.r rurr uw.ew n., r.r.mr. ur.rm, w,.I...rrm, n..r,.....0 4 51 St. Lucie 9Wd.
Fort nler[e, FL 34946gpi/MO TOIIA•Ilul In»n..rinrl.IreM lO, /.!. 4prMnuedriirla..rn.uarl.air p.li:Rl.i:4nrie nine pmn,.. h.Ill.d Lour leriutl. baM 111, F.I.
A
FEBRUARY 17, 2017
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES
TOTAL NUMBER MAXIMUM FORCE (LBS) 157
OF NAILS EACH
SIDE OF BREAK
X
INCHES)
LOAD DURATION
SP OF SPF- HF
FEBRUARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTL16 • ,
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409.1010
TRUSS CRITERIA:
LOADING: 4D-ID-D-10
DURATION FACTOR: 115
SPACING: 24. O.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, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE 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 407 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
0.
f
3 5/ 8" -- __-
rj —
5 5/8"[
lie 4
IN
1l
5
R's, 21' 4'
5F-
sT.
HATCH LEGEND
CO
k
8' - 8" A.F.F. lr On
18' -1 7/8" A.F.F.
I Truss Load Alert Boa
NOTE: Trusses are desi ned for SHMIGLE material.
Tress'.D.
S =TL (> 5,0000) /upon (> -
Notifv truss manufacturer if material is other than shingle. Hori7ent-1 I> 3500)
NUIL' ALL IHU55 IU WALL ANU/UH IN(Ab IU
LEDGER CONNECTIONS BY BUILDER a
UNLESS NOTED OTHERWISE)
NOTE: ALL CEILING DROPS BELOW BEAM ARE 1 r A ' 0 ' -
BY BUILDER (UNLESS NOTED OTHERWISE)
c. NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW
TRUSS I.D. AND TRUSS LOCATION OHJY.
BTHEBUILDINGDESIGNERISRESPONSIBLEFORTHEio
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS
9 z
FOR GRAVITY AND UPLIFT LOADS.
FOR BRACING 6 ERECTION DETAILS REFER
TO SCSI-03 AND/OR ENGINEER OF RECORD
moo
Sy-
a REPRESENTS THE LEFT SIDE OF i i e -s T _ =
EACH TRUSS DRAWING 7 >• s a C
3 •
O^r JUS24,-..i(ii> ITMD46 I 0 .. e
C) JUS26 Ol I MSH422 I ('J I - - -
C1 THD26 I V I MUS26 ITI
s:
THD28 IOL I--- ICGI
J THD26-2 u I - - - I&I.. ao3 =3oa=:
tD ND28-2 14J 1--' I CGI---
S1BB HANGER BY BUILDER u BEAM BY BUILDER
NOTE UPLIFT CONNECTIONS FOR ALL COMMON
TRUSSES BEARING ON ANOTHER TRUSS TO BE lSTA12
STRAP (BY OTHERS) UNLESS NOTED OTHERWISE a, _ 'z
EXCLUDES VALLEY AND PIGGYBACK TRUSSES)
r +' LOADING ROOF FLOOR WIND LOAD
o. a LIVE LOAD 20 40 ASCE 7-10 G -
u DEAD LOAD 10 10 ISO MPH EXP C A
F ¢
LIVE
00
LOAD 10• 0 CATEGORY It-
m c=i DEAD LOAD 10 5 ENCLOSED C 9 Ts Q B e
TOTAL LOAD 40 55 FBC - 2017
DURATION FACTOR 125 Lnn TPI.2014- i
R DATE BY REMARKS
01 20/20111 JT CODE UPDATE
e
e
s_ ': e 9
It Is understood that above
conditions have been reviewed APPROVED
d are acceptable for the e
fabrication at busses, sses, APPROVED AS NOTED
elevations,pitkdtes, overhangs, REVISE AND RESUBMITfasaas,CeiliRESUBMIT
elevations/pitches. bearing REJECTED
detail
s • - - a
COndItH)ns all pertaining d
to this buss placement plan. No
hack charges win be accepted
without previous written
DATE
approval from an A-1 Roof a a
Trusses representative. REVIEWED BY j
PLAN DATE ARCH: -/-/— STRUCT:
CUSTOMER RYAN HOMES J: a t
JOB NAME SUMMERLAND'C" GARAGE RIGHT S
OP`nON(S) LANAI/ BRS - BATH 2
COMMNTY KENSINGTON RESERVE / LOT 113
LOT 0
CRY
COUNTY VARIES
BLDG BLDG
TYPE I trrL
s3'die ae
JOB N 72493 (MASTER WRCSUCL-5
a
a
DRAWN SCALE
DATE 06/20/2017 p
N.T.S. ECC
f eAREACALC
16#IA-1 ROOF
TRUSSES
AFLORIIH CORF'ORATgN
Ph 772-409.1010 / Fax 772-409.1015IT
o99A
a -
FLOOR 1434 .,
ROOF 2157
FASCIA 32s,
HIP LINE 114.
ALLEY UNE 17.
o ..m . nttpJAw .altruss Coin
CITY OF SANFORD
BUILDING & FIRE PREVENTIONItPERMITAPPLICATION
Application No: I$
Documented Construction Value: $ 1-4 q-7-
Job Address:
Historic District: Yes No
Parcel ID:
Residential CommercialElTypeofWork: N' w Addit(i on Alteration Repair Demo []Chan ge of se Move
Description of Work: ALA) ,[U,l A) -QM 0 rvn A cn, , , ,,,
Plan Review Contact Person:
Title:
Phone: Fax: Email:
Property Owner Information
Name a Dm Phone:
Street: C Resident of property?
City, State Zip: Q.
Contractor Information
Name 4-
nPhone:
Street:
Fax:
City, State Zip: State License No.:
Architect/Engineer Information
Name:
Phone:
Street:
Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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" Edition (2014) Florida Building Code
Revised: June 30, 2015
Permit Application
N
ICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governments) 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 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubminal. 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandZoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
SignattnY of hbtary-Slate of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
i JetSignatureofContmctor/Agcm Date
Print C ntractor/Agent's Name
Signature of Notary -State of Florida Date
g ° PAMELA S TERNUS
Commission # GG 110622
Expires August 7, 2021
oFrtio 6on6a0r1NBudpptMolary6an'IOCI
Contractor/Agent,is Personally Known to Me or
Produced ID Ty of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingEl 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 Fire Alarm Permit: Yes [] No APPROVALS:
ZONING: UTILITIES: WASTE WATER: ENGINEERING:
FIRE: BUILDING: COMMENTS:
Revised:
June 30, 2015 Permit
Application
Date:
REQUEST FOR TUG & PREPOWER AGREEMENT
Project Name:
ALL RESIDENTIALTROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Project Address- tie--- 0 P
Building Permit #: t -,Cj J I Electrical Permit #
Kensington Reserve
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 Name f Owne /Ten
Signature of ner/Tenant
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 EMPLOYEE NAME:
JURISDICTION:
4
CALLED INTO: Progress Energy Florida Power and Light on
Rev. 02/10/15)
Grant Maloyy Clerk Of The Circuit Court 8r Comptroller Seminole County, FL
Inst #2018065633 Book:9195 Page:696; (1 PAGES) RCD: 8/20/2018 11:14:47 AM
REC FEE $10.00
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: 18-2851
Parcel ID Number: 17-20-31-5VC-0000-1130
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 # 113 of Kensinqton Reserve 3919 Crawley Down Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Horne 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 (f 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:
6. LENDER:
Address:
Phone Number:
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 Uenor''s 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 THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Agt Dayna Mitchell Assistant Secretary
SlgnaW of Owner or Lasses, or Owner. or Lessee•. (Pint Name and ProNde Signatory's ntle/Omca)
AuTiodzed OHtcer/01rector/Palm/Manager)
State of Florida County of Oran gee ;
The foregoing Instrument was acknowledged before me this day of ,
1" . 20 18
by Dayna Mitchell Who Is personally k to me ODJ
who has produced Identification type of Identification produced: ' _Q
TRACT' LEIGH MCDONALD
h
MY'COt1AMISSION # FF025012
9•.r .rtl;= Notary Slgrel -
Y/' EXPIRES October 06. 2019
fMrldMlotsl•Scn'n:acon•
Q
QJ
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APATION Application
No: a
Documented
Construction Value: S -r 0 C/ Job
Address: Lyn ` U Historic District: Yes No - Parcel
ID: ResidentiaLo Commercial L' Type
of Work: Newu. Addition( Alteration Repair Demo Change of Use [] Move Description
of Work:-tn5i l:tz,w.n(nA-•e flim!c. Lone Plan
Review Contact Person: Title: Phone:
Lk-14S'15-3OOa Email: k0a J}Y, co-ry\ Property
Owner Information Name (
A ILA Phone: Street:
Resident of property? City,
State Zip: `'' s•, :
a•; Corifra
fb Information / / Name-
phone: `- 0 11Street:
s TSLd Fax: LI0-7— P%F, J3 City,
State Zip: ar State License No.: 3 pL-1cO ArchitectfEngineer
Information Name:
Phone: Street:
Fax: City,
St, Zip: E-mail: Bonding
Company: Mortgage Lender: Address:
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: 5i1 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.
OWNERI-S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will
be done in compliance with all applicabje -laws regulating, construction and zo g.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature_of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
of Contractor/Agent
Name
Signature of No ry-State of Florida Date
P; CHERYL D AKERS
MY COMMISSION ## FF998962
EXPIRES June 05, 2020
1407) 39a-0157 FlorOar4uLMSavfca.com
Contractor/Agent is _AefPersonall' Known toiMe or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # bf Heads
APPROVALS: ZONING:
COMMENTS:
UTILITIES:
ENGINEERING: FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
STATEWIDE
1-888-831-2665 DEL -AI R
State Cert CAC032448
BEATING a AIR CONDMOMNG
SAWGRASS OPT POOL BATH
SHOWER 3.5 / 2.0 15.0 5 9,373.00
SAWGRASS OPT STUDY 3.5 / 2.0 15.0 4 9,332.00
SEAGATE VERSION III 3.0 15.0 _ - 3_ 4,977.00 "
SEAGATE VERSION III OPT BATH 2 3.0 15.0 4 5,139.00
SEAGATE VERSION III OPT BONUS 3.5 15.0 3 6,530.00
SEAGATE VERSION III OPT BONUS
BATH 3.5 15.0 4 6,592.00
SEAGATE VERSION III OPT BONUS
BDRM 3.5 15.0 4 1$6,702.00
SEASIDE 4.0 15.0 4 5,779.00
SEASIDE OPT OFFICE 4.0 15.0 4 5,926.00
SEASIDE OPT POWDER 4.0 15.0 5 5,901.00
SUMMERLAND ,3:5,- 1.5.0_ 4_ 5,747.00
pS i_ :RL. t1 O1TBATiI:I2Y- e•«....
SUMMERLAND OPT BDRM 5 3.5 115.0 5 1$6,019.00
NOTE: PRICING BASED ON NEW CODE.
THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE.
Pricing valid for (6) months
JOB NAME: Standard Series - Revised Page 3 of 4
Equipment to be GOODMAN 15 SEER Heat Pump
Pricing includes bath duct with standard bath fans, (1) dryer vent box, (1) dryer venting through roof,
programmable thermostat (TH6320U1000DAG), and a 2nd year warranty.
plans with asterisk also have 2-zone damper systems.
Add Price for Breakered Heat Strips, Add $35.00 for each unit.
Option Price t6 Add 7" Range Vent, Add $150.00 each.
Add Price for Combustion Air for Gas Dryers, Add $90.00 per dryer.
For any interior kitchen hood that has a fan greater than 400cfm - Please add $ 475.00 for a Broan MD8TU.
For any interior kitchen hood that has a fan greater than 1000cfm - Please add $ 875.00 for a Broan MD8TU and
MD65.
For any interior kitchen hood that has a fan greater than 1500cfm - Special provisions must be made.
Add $235.00 for increased range vent size if any makeup air is necessary.
DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in.
Cust Initials
11\ %C
I \ IT. ('I:k I. 1 n: n l' \t 1132448
l'1)D1 S:'1)
Saiibwd. 1 1 12171
1117) 1314 4(q
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 . . . . . 18-00002851 Date 10/30/18
Property Address . . . . . . 3919 CRAWLEY DOWN LP
Parcel Number . . . . . . . . 17.20.31.5VC-0000-1130
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Permit . . . . . . MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code _. 1085000
Permit pin number 1085000
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 409 MHO1 MECHANICAL ROUGH IN
1000 410 MH02 MECHANICAL 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 . . . . . 18-00002851 Date 10/30/18
Application pin number . . . 664451
Property Address . . . . . . 3919 CRAWLEY DOWN LP
Parcel Number . . . . . . . . 17.20.31.5VC-0000-1130
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 336307
Application desc
noc on file
Owner Contractor
RYAN HOMES RYAN HOMES
4307 VINELAND RD H20
ORLANDO FL 32811
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 21.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 3113.00
Permit . . . . . . MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1085000
Permit pin number 1085000
Sub Contractor DEL AIR HEATING A/C & REFRIGER
Permit Fee . . . . 110.00
Issue Date . . . . 10/30/18 Valuation . . 5896
Expiration Date . . 4/28/19
Qty Unit Charge Per Extension
BASE FEE 110.00
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.aldrichmsanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00
O1-APPLCTN FEE -BUILDING 25.00
O1-APPLCTN FEE -MECHANIC 25.00
O1-APPLCTN FEE -PLUMBING 25.00
O1-BLDG PLAN REVIEW 1236.00
02-CURB CUT/DRIVE - S/F 40.00
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.
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,
151ightyears
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://tinyurl.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
TimothyiMth
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
jurisdiction: Permit #:
Job Information
Builder: i yp'.r\ 4-0MeS Community: Lot:
Address: 36119 Cmt.-i `e Y _r>C1L_%& \ Unit:
City: n owl State: I Zip: 31_77,3
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): =
1 ` ~ `C X 60 = 2Z 6 — 5-1 ( Method for calculating building volume:
CFM(50) Building Volume ACH(50) O Retrieved from architectural plans
PASS (Mechanical Ventilation is not required) ode software calculated
PASS (with Mechanical Ventilation)
O Field measured and calculated
FAIL
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSURESNETACC 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 indivlduals licensed as set forth in Section
489.105(3)(f), (g), or (i) or an approved third parry. A written report of the results of the test shall be signed by the parry 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.lnterior 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 t pliance method selected above.
Signature of Tester: — Date of Test:
Printed Name of Tester: Aaron Overholt
License/Certification #: 2DNAB7 Issuing Authority: RESNET
Copy of License / Certificate of the tester must be attached)
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:
Job Information
Builder. P&-.,. 0V\Y-S Community: e h. , Lot: j i 3
Address: <2M (,3 1 eye —Z:),JUS \ Unit:
City: State: Fl Zip: 3-2-7-73
Duct Leakage Test Results
System 1 5 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 free" Qn Total must be less than or
equal to 0.04 if air handler unit is installed. If air handler unit is not
installed, Qn Total must be less than or equal to 0.03. This testing
method meets the requirements in accordance with Section R403.3.3.
Is the air handler unit installed during testing? YES 0,a) [—]NO
Performance / ERI Method cfm25 (out or Total)
To qualify using this method, Qn must not be greater than the
5C, + Z Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017.
Total of all Total Conditioned
systems Square Footage Leakage Type selected on Form On specified on Form R405-2017
R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017
PASS e E as c-1 Q , 1 0.000
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 ac to the co ce method selected above.
1 ` Signature of Tester: Date of Test:
Printed Name of Tester: Aaron Overholt
License/Certification #: 2DNAB7 Issuing Authority: RFSNFT
Copy of License / Certificate of the tester must be attached)
L
0
U
1)
C.
LL
Certificate of Achievement
THIS ACKNOWLEDGES THAT
Aaron Overholt
HAS MET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED RATING FIELD INSPECTOR
R F I # 2GNAB7
Certification Date: 08/07/2018
Certification Expires: 08/07/2021
2
Tim Smith,
RESNET Quality Assurance Designee
15 ears
RESNET QA Provider # (1998-199)