HomeMy WebLinkAbout3901 Crawley Down Lp- 18-2796; NEW SFHCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $
Job Address: 3901 Crawley Down Loop
Parcel ID: 17-20-31-5VC-0000-1160
Type of Work: New [A Addition Alteration
Description of Work: New Single Family Residence
Historic District: Yes No X
Residential X Commercial
Repair Demo Change of Use Move
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
Contractor Information
Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820
Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821
City, State Zip: Orlando FL 32811 State License No.: CBC1257565
Architect/Engineer Information
Name: AB Design Phone: 407-774-6078
Street: 1441 N Ronald Reagan Blvd Fax:
City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com
Bonding Company: N/A Mortgage Lender: N/A
Ad d ress: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC, 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5°i 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 com fiance with all applicable laws regulating construction d zoning.
6/8/2018 6/8/2018
Sig ofUwncitDateSie on ractor/Agent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name
6/8/2018
Signature of Notary -State of Florida Date
MEAGAN LYNNE FOWLER
MY COMMISSION # GG 063253
EXPIRES_ January 17.2021
oded Thnj Budget Notary Semceo
Owner/Agent is X _ Personally Known to Me or
Produced ID Type of ID
Print Contractor/Agent's Name
6/8/2018
Signature of Notary -State of Florida Date
MFA(' AN LYNNE FOWLER
3 MY COMMISSION # GG 063253
EXPIRESJanuary 17, 2t121 3pnded
Thru Budget Notary SWOK Contractor/Agent
is x_ Personally Known to Me or Produced ID
Type of ID BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building Rr Electrical Er Mechanical F\-J,' Plumbing® Gas[] Roof Construction Type:
Total Sq
Ft of Bldg: Y Z$
v
3 Occupancy Use:
Z'5 Flood Zone: K-G'e - 4T act
Min. Occupancy
Load: /-f # of
Stories
New Construction:
Electric - # of Amps 110 Fire Sprinkler
Permit: Yes No V # of [-leads APPROVALS: ZONING:
11 Ok $ UTILITIES: COMMENTS: ENGINEERING:
IM"
2. (o- 64 [''IRE: Ok to
construct single family home with setbacks
and impervious area shown on
plan. 'Sb . o ~I® '`^-+p. Gtr) o
J S - C_ , C-xP, Plumbing - # of
Fixtures 2A Fire Alarm
Permit: Yes No J WASTE WATER:
BUILDING: ywo
6 4 Revised .lone
30, 2015 Permit Application
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: -<
Project Name: Kensington Reserve
Project Address 0 c. Q
Building Permit #: " 1p Electrical Permit # ``
N
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.
S. 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
4e
f Owne /Ten
Signature of er/Tenant
JURISDICTION EMPLOYEE NAME:
Robert Lattanzi - Ryan Homes
Print Nam en. Co tra
Signature of Gen. Contractor
CBC 1257565
Gen. Contractor License #
Scott L Easterbrook - Palmer Electric
Print Name of El. Contractor
Signature of El. Contractor
EC0003096
El. Contractor .License #
JURISDICTION:
CALLED INTO: Progress Energy .Florida Power and Light on
Rev. 02/10/15)
1
SXNFORD
Y OF
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: 3901 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-1160
Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com
The reason for the flood plain determination is:
0 New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
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: FE-1 floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 18-2796
Reviewed by: Michael Cash, CFM Date: June 25, 2018
A
ti ue
1
i,;a
Job Address: 3901 Crawley Down Loop
Parcel ID: 17-20-31-5VC-0000-1160
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 93.904
Type of Work: New 0 Addition Alteration
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald
Phone: 407-692-9831 Fax:
Historic District: Yes NoEA Residential
nX 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 Contractor
Information Name
NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street:
4307 Vineland Rd # H-20 Fax: 407-692-9821 City,
State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/
Engineer Information Name:
AB Design Phone: 407-774-6078 Street:
1441 N Ronald Reagan Blvd Fax: City,
St, Zip: Longwood FL Bonding
Company: Address:
N/
A E-
mail: brian@abdesigngroup.com Mortgage
Lender: N/A Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t4 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 com iance with all applicable laws regulating construction d zoning.
6/8/2018 6/8/2018
Si e o wne t Date SivMqde o o actor/Agent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name Print Contractor/Agent's Name
l/I 6/8/2018
Signature of Notary -State of Florida Date
MEAGAN LYNNE FOWLER
MY COMMISSION # GG 063253
da- EXPIRES: January 17,2021
r =
r &nded Thtu Budget Notary Services
Owner/Agent is x Personally Known to Me or
Produced ID Type of ID
6/8/2018
Signature of Notary -State of Florida Date
o,Z,gY Pi,, MEAGAN LYNNE FOWLER
e * MY COMMISSION # GG M253
1aP EXPIRES: January 17, 2021
4
e1 Bonded Thru Budget Notary Services
Contractor/Agent is X_ Personally Known to Me or
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:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use &
V-1877 9 Landscaping in Right -of -Way
www.sanfordfl.gov Department of Planning Sr 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 um wearsbNaw.
size and location of the existing right—of-way and use shall be provided or application could be delayed. Cell b*IMyoud4
1. Project Location/Address:
2. Proposed Activity:
3901 Crawley Down Loop, Sanford, FL 32773
X Driveway Walkway
3. Schedule of Work: Start Date Completion Date
4. Brief Description of Work: Construction of New Single Family Home
This application is sub
Property Owner.
Signature: _ J
Address: 4307 Vin n(
Phone: (407) 692-9831
Orlando, FL 32811
Other:
Print Name: Tracy McDonald
El Emergency Repairs
Fax: Email: trmcdona@nvrinc.com Date: 06/08/2018
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, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the
Requestor's property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, 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 rj9hV91-way.
I have
Signature:
the above statement and by signing this application 1 agree to its terms.
Date: 06/08/2018
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.
Pre -pour Inspection by: Date:
Official Use Only
Application No: Fee: Date:
Reviewed:
Public Works Date:
Utilities Date:
Approved:
6 - -26 - ZO Q8EngineeringDate:
Site Inspected by:
Special Permit Conditions:,
Date:
November 2015 ROW Use Ddveway.pdf
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Permit 4
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
50 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:
ELECTRICAL PERMIT'"
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
6/8/2018 SCPA Parcel View: 17-20-31-5VC-0000-1160
cfx
ioi
rrcr«r.txr: crasJry rto.
Parrral Infnrmatinn
Legal Description
LOT 116
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Property Record Card
Parcel: 17-20-31-5VC-0000-1160
Property Address: 3901 CRAWLEY DOWN LOOP SANFORD. FL 32773
Value Summary
2018 Working
W'
ryY2017 Certified
Values Values
Valuation Method
m
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
JustiMarket Value " 52,000 14,000
Portability Adj
Save Our Homes Adi 0 0
Amendment 1 Adj 0 0
P&G Adj 0 0
j 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 i
City Sanford 52,000 0 52,000
SJWM(Saint Johns Water Management) 52,000 0 ', 52,000 .
County Bonds 52,000 0 52,000
Sales
Description ~Date Book ;Page ', Amount ', Qualified Vac/Imp
No Sales
Find Spits
Land
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: L (,--) I (
1 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 H
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this"Ejay of ,
200 18 , by Robert Lattanzi who is - "
@jWor o who has produced as
identification and who did (did not) take an oath.
Notary Seal)
N.AEAGAN LYNNE FONAER
MY COMMISSION # GG 063253
EXPIRES. January 17, 2021
BoMeC Thai Budget Notary S"'nCe
Rev. 08.12)
Signature
M er A-G &N Fo W c.,E— R
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:
SQ.FT. CALC.'S
IST FLR LIVING 04 50. FT.
2hD FLR LIVING 1210 SQ FT.
TOTAL LIVING 2,114 5a FT.
ENTRY 40 5a FT.
GARAGE 449 5a FT.
LANAI we 5O. FT.
TOTAL 2AO3 5GL FT.
DCn3WR MASgRY
MUEIM
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4 64 60#0 SCfl 5 263V-3330
WIND DESIGN CRITERIA
A BASIC WIND SPEED MPH (3 5EC0JD GUST)
YULT-W / VASD•II6 MPH
D. INTE1IIN4L rIweaLm COEi#ICENT.. 10
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D. EM-05UE CATEGORY C
NOTE:
VALIES FOR COFFGIBiTS A CLADDRIG PRESBU'E ARE DASH ON
T E WA DESIGN WINO SPEED. FDCR &TH ED. MOM ALLOWS TNESE
PFES"FS TO GE MULTIPLIED 6Y VA TO MEET TIE ALLOWABLE OR
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SCALE: V4 . I'-0' ELEVATION 'C'
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DATE: 5 /7 /1 ET
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HIND DESIGN CRITERIA
A. 5A51C WND SPEED MPH (3 5EG0N0 GM5T)
VLLT-50 / VASD-I* MPH
15. MiE104AL. PRESSMIRE C06i7CENT"..b
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D. EX-091AIE CATEGORT- C
NOTE:
VALUES FOR COI'FO)®4TS 4 CLADDMG PRESSLAE AIE BASED ON
T1E Vuk DESr.4 WNP FA°EEP. FBCR &TN ED. (2011) AL1016 T1 ESE
PW66A'RE6 TO BE MLTIPLIED BY Ob TO FEET T1E ALLOIWIDLE OR
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4
or9.1
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lotl 16KensingtonReserveLargoCGRNW Builder Name: RYAN HOMES
Street: 3901 CRAWLEY DOWN LOOP Permit Office: SANFORD
City,State, Zip: SANFORD , FL , 32773 Permit Number: 18-279 HFQOwner: Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zon 'C
xm .
1. New construction or existing New (From Plans) 9. Wall Types (2532.0 sqft.) Insulatio rea
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13.0 1216.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft'
4. Number of Bedrooms 4 d. N/A R= ft'
10. Ceiling Types (1306.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1306.00 ft
6. Conditioned floor area above grade (ft') 2174 b. N/A R= ft'
Conditioned floor area below grade (ft2) 0
c. N/A
11. Ducts
R= ft'
R ft'
7. Windows(182.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8
a. U-Factor: Dbl, U=0.35 134.63 ft'
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 34.8 SEER:15.00
c. U-Factor. N/A ft'
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor. N/A ft' a. Electric Heat Pump 32.6 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 3.628 ft.
Area Weighted Average SHGC: 0.290 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (1301.0 sqft.) Insulation Area EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft' b. Conservation features
b. Floor over Garage R=11.0 397.00 ft' None
c. N/A R= ft' 15. Credits Pstat
Glass/Floor Area: 0.084
Total Proposed Modified Loads: 62.52 PASS
Total Baseline Loads: 63.35
1 hereby certify that the plans and specifications covered by Review of the plans and 4 Sr00,0E
this calculation are in compliance ' the Florida Energy specifications covered by this
Code. calculation indicates compliance
with the Florida Energy Code.
PREPARED BY: `"T- Before construction is completed c
DATE: 5-5-18 Srntt Pratt this building will be inspected for
compliance with Section 553.908
A
I hereby certify that this building, des' e , is in compliance Florida Statutes.
e DwiththeFloridaEnergyCode. WE 14
OWNER/AGENT:. BUILDING OFFICIAL:
DATE: 5/13W8 DATE:
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
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.
5/8/2018 4:25 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
POPRA PAnC,_7n17
PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Lotl16KensingtonReserveLar Bedrooms: 4
User Conditioned Area: 2174
Total Stories: 2
1 Worst Case: No
RYAN HOMES Rotate Angle: 0
SANFORD Cross Ventilation: No
691500 Whole House Fan: No
Single-family
New (From Plans)
Address Type:
Lot #
Block/Subdivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
116
KENSINGTON RESE
3901 CRAWLEY DOW
Seminole
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 2174 18479
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 2174 18479 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage Main —
2 Slab -On -Grade Edge Insulatio Main 103.5 ft
397 ft2
904 ft2
11 0.16 0 0.84
0.39 0 0.61
ROOF
Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck Pitch
Tested Insul. (deg)
1 Gable or Shed Composition shingles 1376 ft2 218 ft= Medium 0.85 N 0.85 No 0 18.4
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1306 ft2 N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 1306 ft2 0.11 Wood
5/8/2018 4:25 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
FnPU Rdf15-gf117
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
V # rot In Wall Type Space R-VaIUP Ft In Et In Aran R-Values Era Finn Ahcnr Cara
1 SW Exterior Frame - Wood Main 13 46 0 8 0 368.0 ft2 0 0.23 0.6 0
2 SW Exterior Concrete Block - Int Insul Main 4.1 27 0 9 4 252.0 ft2 0 0 0.6 0
3 NW Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0
4 NW Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0
5 NE Exterior Frame - Wood Main 13 46 0 8 0 368.0 ft2 0 0.23 0.6 0
6 NE Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 ft2 0 0 0.6 0
7 SE Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0
8 SE Exterior Concrete Block - Int Insul Main 4.1 20 0 9 4 186.7 ft2 0 0 0.6 0
9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft2 0 0.23 0.3 0
10 SE Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0
DOORS
Omt Door Type Space Storms U-Value Width eightln Area
Ft In Ft
1 NW Insulated Main None 25 3 8 24 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 SW 1 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
2 SW 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
3 NW 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
4 NW 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 3 ft 2 in None Exterior 5
5 NE 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
6 SE 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
7 SE 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 10 ft 10 in None Exterior 5
8 SE 10 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 11 ft 0 in 0 ft 6 in None Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 449 ft2 449 ft2 33 ft 9.3 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA Eq A ACH ACH 50
1 Wholehouse Proposed ACH(50) .000378 2155.9 118.36 222.58 3398 7
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FORM R405-2017
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.5 32.6 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Exterior 0.95 50 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert Company Name System Model # Collector Model Area Volume FEF
None None ft'
DUCTS
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 6 430.8 ft Attic 107.7 ft Proposed On Main cfm 130.4 cfm 0.06 0.60 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
CoolingJan
He H
Feb [ ] Mar
Jan [X] Feb [X] Mar
AprfApr f Ma [Xj Jun [X Jul AugXj
Au[ May [ ]Jun [ Jul rl
Se
Sep f 1
Oct
Oct
Nov
Nov
Dec
Dec
Ventin Jan [ ]Feb [X] Mar X r [ May [ ] Jun [ Jul Aug Se X Oct Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
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
5/8/2018 4:25 PM EnergyGauge® 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* = 99
The lower the EnergyPerformance Index, the more efficient the home.
3901 CRAWLEY DOWN LOOP, SANFORD, FL, 32773
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft')
7. Windows" Description
a. U-Factor: Dbl, U=0.35
SHGC: SHGC=0.29
b. U-Factor: Dbl, U=0.62
SHGC: SHGC=0.29
c. U-Factor. N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Frame - Wood, Exterior R=13.0 1216.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ft2
1 c. Frame - Wood, Adjacent R=13.0 350.00 ft'
4 d. N/A R= ft'
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=38.0 1306.00 ft'
2174 b. N/A R= ft'
c. N/A R= ft'
Area
11. Ducts R ft2
134.63 ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 430.8
48.00 ft'
12. Cooling systems kBtu/hr Efficiency
ft2 a. Central Unit 34.8 SEER:15.00
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. Floor over Garage R=11.0
c. N/A R=
ft'
13. Heating systems kBtu/hr Efficiency
a. Electric Heat Pump 32.6 HSPF:8.50
3.628 ft.
0.290
Area 14. Hot water systems
a. Electric Cap: 50 gallons
904.00 ft' EF: 0.95
397.00 ft'
b. Conservation features
ft'
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Ot ise, a new EPL Display Card will be completed
based on installed Code comiliatrt fe4urids.
Builder Signature: Date: 5/8/2018
Address of New Home: 390 Down Loop City/FL Zip: 32773
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
5/8/2018 4:25 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: 3901 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)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
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 leakag&Vindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
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MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully 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)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105"17 (41 °C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 60°C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/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
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MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
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 heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
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
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50oF (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 burning pilot lights.
5/8/2018 4:25 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 (Mandatofte 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.
5/8/2018 4:25 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
5/8/2018 4:24:28 PM Page 1 of 1
Manual S Compliance Report Job: Lot116KensingtonReser...
F - wrightsofto p p Date: 7/25/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Project• •
For: RYAN HOMES
3901 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 28858 Btuh
Outdoor design WB: 76.2°F Latent gain: 4277 Btuh
Indoor design DB: 75.0'F Total gain: 33135 Btuh
Indoor RH: 50% Estimated airflow: 1160 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg.
Actual airflow: 1160 cfm
Sensible capacity: 30322 Btuh
Latent capacity: 4554 Btuh
Total capacity: 34875 Btuh
Design Conditions
Outdoor design DB: 42.31F
Indoor design DB: 70.0°F
Model: GSZ140361K+ASPT47D14A
1050/o of load
1060/o of load
1050% of load SHR: 8794.
Heat loss: 23638 Btuh
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A
Actual airflow: 1160 cfm
Output capacity: 32600 Btuh 138% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1160 cfm
Output capacity: 0 kW 0% of load Temp. rise: 0 OF
Meets all requirements of ACCA Manual S.
Entering coil DB: 78.3°F
Entering coil WB: 64.1°F
Entering coil DB: 69.0°F
Capacity balance: 34 OF
Economic balance: -99 OF
wrightsoft* 2018-May-0816:35:04
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1
ACCI...argoCGRNW\Lot116KensingtonReserveLargoCGRNW.rup Calc - MJ8 House faces: NW
Component ConstructionsWrightsoft° p
Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot116KensingtonReser...
Date: 7/25/2015
By: FJF
Project• •
For: RYAN HOMES
3901 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (OF) 28 18
Latitude: 28ON 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 (°F) 76 Construction quality Semi -tight
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area u-value Insul R Htg HTM Loss Clg HTM Gain
f? Btuh/ft' "F ft- °F/&uh Btuh/ft' Btu BtuhllF BWh
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
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh:
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh
Partitions
12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, and no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5 ft window ht, 1.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, and no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1
ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht
ne 353 0.091 13.0 2.52 890 2.85 1005
se 225 0.091 13.0 2.52 567 2.85 641
sw 341 0.091 13.0 2.52 860 2.85 971
nw 195 0.091 13.0 2.52 492 2.85 555
all 1114 0.091 13.0 2.52 2808 2.85 3171
ne 355 0.201 4.1 5.57 1975 5.29 1878
se 199 0.201 4.1 5.57 1110 5.29 1055
sw 252 0.201 4.1 5.57 1403 5.29 1334
nw 55 0.201 4.1 5.57 308 5.29 293
all 861 0.201 4.1 5.57 4796 5.29 4560
332 0.091 13.0 2.52 837 1.45 482
ne 15 0.350 0 9.69 145 22.0 330
se 15 0.350 0 9.69 145 21.4 321
sw 15 0.350 0 9.69 145 21.4 321
nw 15 0.350 0 9.69 145 22.0 330
all 60 0.350 0 9.69 582 21.7 1302
se 33 0.540 0 15.0 489 27.0 882
2A-2omd: 2 glazing, clr low-e outr, air gas, and no brk frm mat, clr innr, se 48 0.620 0 17.2 824 16.1 772
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (8 ft
window ht, 0.5 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, and no brk frm mat, clr innr, sw 12 0.350 0 9.69 116 21.1 254
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (4 It window ht, 1.17 ft sep.); 6.67 ft head ht
411- wrightsoft' 2018-May-0816:35:04
Right-Sui[e® Universal 2018 18.0.13 RSU23828 Page 1
4CCI...argoCGRNW\Lot116KensingtonReserveLargoCGRNW.rup Cale - MJ8 House faces: NW
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, nw 30 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium: 1
ft overhang (5 ft window ht, 3.17 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type nw 24 0.390
n 18 0.390
all 42 0.390
Ceilings
16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1306 0.032
gypsum board int fnsh
Floors
20P-11t: Fir floor, frm fir, 12" thkns, r-11 cav ins, gar ovr 401 0.078
22A-tpl: Bg floor, light dry soil, on grade depth 104 0.989
0 9.69 291 22.0 659
0 10.8 259 12.0 289
0 10.8 193 12.0 215
0 10.8 452 12.0 504
30.0 0.89 1157 1.74 2271
11.0 2.16 867 1.12 449
0 27.4 2835 0 0
ight50ft' 2018-May-08 16:35:04
t ,
w,
wrRight-Suite® Universal 2018 18.0.13 RSU23828 Page 2 argoCGRNW\
Lot116KensingtonReserveLargoCGRNW.rup Calc - MJ8 House faces: NW
Project Summary Job: Lot116KensingtonReser
ft... wrightso' Date: 7/25/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3901 CRAWLEY DOWN LOOP, SANFORD, FL32773
Notes: L.S. 05-08-18 SRP
Weather: Orlando/Jetport, FL, US
Winter Design Conditions
Outside db 42 OF
Inside db 70 OF
Design TD 28 OF
Heating Summary
Structure 18731 Btuh
Ducts 4907 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 23638 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Semi -tight
0
Heatingg Coolingg
Area (ft2 2174 21T4
Volume (ft3) 18888 18888
Air changes/hour 0.28 0.15
Equiv. AVF (cfm) 88 47
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI...
Model GSZ140361 K
AHRI ref 8242629
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 34 OF
Backup:
8.5 HSPF
32600 Btuh @ 47OF
26 OF
1160 cfm
0.049 cfm/Btuh
0.30 in H2O
Input = 0 kW, Output = 0 Btuh, 100 AFUE
Summer Design Conditions
Outside db 93 OF
Inside db 75 IF
Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 20362 Btuh
Ducts 8496 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data
Rate/swing multiplier 1.00
Equipment sensible load 28858 Btuh
Latent Cooling Equipment Load Sizing
Structure 2464 Btuh
Ducts 1813 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 4277 Btuh
Equipment Total Load (Sen+Lat) 33135 Btuh
Req. total capacity at 0.75 SHR 3.2 ton
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI...
Cond GSZ140361 K
Coil ASPT47D14A
AHRI ref 8242629
Efficiency 12.5 EER, 15 SEER
Sensible cooling 26100 Btuh
Latent cooling 8700 Btuh
Total cooling 34800 Btuh
Actual air flow 1160 cfm
Air flow factor 0.040 cfm/Btuh
Static pressure 0.30 in H2O
Load sensible heat ratio 0.87
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsof 1 2018-May-0816:35:04
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1
argoCGRNW\Lot116KensingtonReserveLargoCGRNW.rup Calc - MJ8 House faces: NW
wrightsoft• Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Far. 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot116KensingtonReservet-
Date: 7/25/2015
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Entire House
255.5 ft
8.5 it
2210.3 ft2
great rm
62.0 ft
9.3 ft heat/cool
30.0 x 16.0 ft
480.0 W
Ty Constriction
number
U-value
Btuh/ftL*F)
Or HTM
Btuhltt2)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (it2)
or perimeter (ft)
Load
Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod
6
1 1
W
1
12C-Osw
2A-2om
l3 k wall, stucco ext
12c-0sw
2A-2om
Bilk wall, stucco ext
2A-2om
2A-2omd
0.091
0.350
0.201
0.091
0.350
0.201
0.540
0.620
ne
ne
ne
se
se
se
se
se
252
9.69
5.57
2.52
9.69
5.57
14.96
17.17
285
21.97
5.29
285
21.42
5.29
27.00
16.08
368
15
355
240
15
280
33
48
353
0
355
225
1
199
0
48
890
145
1975
567
145
1110
489
824
1005
330
1878
641
321
1055
882
772
0
0
149
0
0
280
33
48
0
0
149
0
0
199
0
48
0
0
831
0
0
1110
489
824
0
0
791
0
0
1055
882
772
W
1q/
L
V/
IG_-`G
12C-05w
2A-2om
2A-2om
Blk wall, stucco ext
12C-Osw
2A-2om
2A-2om
Blk wall, stucco ext
11D0
12C-Osw
0.091
0.350
0.350
0.201
0.091
0.350
0.350
0.201
0.390
0.091
sw
sw
sw
sw
rwv
nw
rw
nw
nw
2.52
9.69
9.69
5.57
2.52
9.69
9.69
5.57
10.80
2.52
2.85
21.14
21.42
5.29
285
21.97
21.97
5.29
12.03
1.45
368
12
15
252
240
15
30
79
24
350
341
1
1
252
195
0
0
55
24
332
860
116
145
1403
492
145
291
308
259
837
971
254
321
1334
555
330
659
293
289
482
0
0
0
149
0
0
0
0
0
0
0
0
0
149
0
0
0
0
0
0
0
0
0
831
0
0
0
0
0
0
0
0
0
791
0
0
0
0
0
0
lll------2
W
Vj/
LI-(
I!
D
P
11D0
16B-30ad
20P-11t
0.390
0.032
0.078
n 10.80
0.89
2-16
12.03
1.74
1.12
18
1306
401
18
1306
401
193
1157
867
215
2271
449
0
0
0
0
0
0
0
0
0
0
0
0
C
F
F 22A-td 0.989 27.40 0.00 905 104 2835 0 480 62 1699 0
6 c) AED excursion 0 303
Envelope loss/gain 16055 15306 5784 3988
12 a) Infiltration
b) Room ventilation
2676
0
906
0
710
0
240
0
13 Internal gains: Occupants @ 230 5 1150 4 920
Appliances/other 3000 600
Subtotal (lines 6 to 13) 18731 20362 6494 5748
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
0
18731
0
0
20362
0
0
6494
0
0
5748
15 Duct loads 261% 42% 4907 8496 26% 421/. 1701 2398
Total room load
Air required (cfm) 1
23638
1160
28858
1160
1
8195
402
8146
327
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
t }.r- wrtgl+e oit .
A •••----•^-•--
Right -Suite® Universal 2018 18.0.13 RSU23828
2018-May-08 16:35:04page i
argoCGRNW\Lotli6KensingtonReserveLargoCGRNW.rup Calc . MJ8 House faces: NW
wrightsoft• Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CQFax: 531CODISCOWAY, SANFORD, FL 32771 hone: 407-333.2665 407-333-3853 Web: WWW.DEL-AIR.COM Job:
Lot 11Wen sing ton Reservet- Date: 7/
25/2015 By: FJF
1 Room
name pdr mud rm 2 Exposed
wall 8.0 If 6.0 It 3 Room
height 9.3 If heat/cool 9.3 It heat/cool 4 Room
dimensions 4.5 x 8.0 It 6.0 x 6.0 It 5 Room
area 36.0 ft2 36.0 ft2 Ty Construction
number U-
value
Btuh/ft--
F) Or HTM
8tu1/ft2)
Area (ft2)
or perimeter (
ft) Load Btuh)
Area (
ft2
or perimeter (
ft) Load Btuh)
Heat
Cod
Gross N/P/S Heat cool Gross WP/S Heat Cool 6 Y12C-
Osw 0.091 ne 252 2.85 0 0 0 0 0 0 0 0 L-G
2A-2om Blk wall,
stucco ext 0.350
0.201
ne ne
9.
69
5.57
21.97
5.29
0 75
0
75
0
416
0
395
0
0
0
0
0
0
0
0
W
1112C-
Osw
2A-2om
O.091
0.350
se se
2.
52
9.69
285 21.
42
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V
1
Blk wall, stucco ext 2A-2om
2A-2omd
0.201
0.540
0.620
se se
se
5.
57
14.96
17.17
5.29
27.00
16.08
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I_____
GG12C-Osw
2A-2om
0.091
0.350
sw sw
252
9.
69
285 21.
14
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
2A-
2om
Blk wall,
stucco ext 12C-Osw
0.350
0.201
0.091
sw sw
rrw
9.
69
5.57
252 21.
42
5.29
2.85
0 0
0
0
0
0
0
0
0
0
0
0
0
56
0
0
56
0
0
312
0
0
297
0
2A-
2om
2A-2om
0.350
0.350
nw rrw
9.
69
9.69
21.97
21.97
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
f
Blk
wall, stucco ext 11 DO
12C-Osw
0.201
0.390
0.091
nw nw
5.
57
10.80
252 5.
29
12.03
1.45
0 0
0
0
0
0
0
0
0
0
0
0
0
0
79
0
0
61
0
0
155
0
0
89
D
P
L-
D
11DO 168-30ad
0.390
0.032
n 10.
80 0.89
12.03
1.74
0 0
0
0
0
0
0
0
18
0
18
0
193
0
215
0
C
F20P-
11t 0.078 216 1.12 0 0 0 0 0 0 0 0 F 22A-
td 0.989 27.40 0.00 36 8 219 0 36 6 164 0 6 c)
AED excursion 21 31 Envelope loss/
gain 635 374 824 569 12 a)
Infiltration 92 31 69 23 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) 726 405 893 593 Less external
load 0 0 0 0 Less transfer
0 0 0 0 Redistribution 0
0 0 0 14 Subtotal
726 405 893 593 15 Duct
loads 1 26% 421% 190 169 26%1 421% 234 247 Total room
load I 917 574 1 1127 1 840Air required (
cfm) 1 1 45 23 55 34 Calculations approved
by ACCA to meet all requirements of Manual J 8th Ed. a lr-
wr!- IMtteoft- 2018-May-08 16:35'04 Right -Suite®
Universal 2018 18.0.13 RSU23828 Page 2 AIEZK ..argoCGRNW\
Lotll6KensingtonReserveLargoCGRNW.rup Cale - MJ8 House faces: NW
I* wrightsoft" Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot116KensingtonReservet-
Date: 7/25/2015
By: FJF
1 Room name kitchen mstr rrn
2 Exposed wall 27.5 ft 30.5 ft
3 Room height 9.3 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 1.0 x 352.5 ft 1.0 x 251.5 ft
5 Room area 352_5 ft2 251.5 ft2
Ty Construction
number
U-value
Btuh/ft2-1F)
Or HTM
BtuhlW)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 1ql
f-G
12C-Osw
2A-2om
Blk wall, stucco ext
0.091
0.350
0.201
ne
ne
ne
Z52
9.69
5.57
2.85
21.97
5.29
0
0
131
0
0
131
0
0
728
0
0
692
136
0
0
136
0
0
343
0
0
387
0
0W
11 T 12C-Osw
2A-2om
0.091
0.350
se
se
2.52
9.69
2.85
21.42
0
0
0
0
0
0
0
0
108
15
93
1
234
145
265
321G
V 1 Blk wall, stucco ext
2A-2om
2A-2omd
0.201
0.540
0.620
se
se
se
5.57
14.96
17.17
5.29
27.00
16.08
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0Imo_ GG
Itf 12C-Osw
2A-2om
0.091
0.350
sw
sw
252
9.69
2.85
21.14
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L-__{(
W
2A-2orn
Blk wall, stucco ext
12C-Osw
0.350
0.201
0.091
sw
sw
nw
9.69
5.57
2.52
21.42
5.29
2.85
0
47
0
0
47
0
0
260
0
0
247
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2A-2om
0.350
0.350
nw
nw
9.69
9.69
21.97
21.97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
D
Bltc wall, stucco ext
11D0
12C-Osw
0.201
0.390
0.091
nw
nw
5.57
10.80
2.52
5.29
12.03
1.45
79
24
271
55
24
271
308
259
682
293
289
393
0
0
0
0
0
0
0
0
0
0
0
0PI
L-D 11 D0
16B-30ad
0.390
0.032
n 10.80
0.89
12.03
1.74
0
0
0
0
0
0
0
0
0
252
0
252
0
223
0
437C
F 2013-111: 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A-td 0.989 27.40 0.00 353 28 753 0 0 0 0 0
6 c) AED excursion 161 54
Envelope loss/gain 29W 1752 946 1465
12 a) Infiltration 315 107 299 101
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants C& 230 0 0 1 230
Appliances/other 1 1200 1 1 600
Subtotal (lines 6 to 13) 3305 3059 1245 2396
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 3305 3059 1245 2396
15 Duct bads 1 261% 429% 866 1276 261% 42% 326 1000
Total room load 4171 4335 1571 3396
Air required (cfm) 1 205 174 77 137
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wr4gFIt CXre-
Right -Suite® Universal 2018 18.0.13 RSU23828
2018-May-08 1
Page 3
t`...argoCGRNW\Lot116KensingtonReserveLargoCGRNW.rup Calc - MJ8 House faces: NW
g
I d- wrightsoft" Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
C9NDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot116KensingtonReservet-
Date: 7/25/2015
By: FJF
1 Room name rm 3 wic nn 2
2
3
Exposed wall
Room height
12.0 it
8.0 ft heat/cool
7.0 ft
8.0 ft heat/cool
4
5
Room dimensions
Room area
7.0 x 5.0 ft
35.0 ft2
1.0 x 149.8 ft
149.8 ftz
Ty Construction
number
U-value
Btuh/ftL'F)
Or HTM
Btuh/ft
Area (ftj
or perimeter (ft)
Load
Btuh)
Area (ft
or perimeter (ft)
Load
Btuh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6 V11
l--G
12C-0sw
2A-2om
Bk wall, stucco ext
0.091
0.350
0.201
ne
ne
ne
252
9.69
5.57
285
21.97
5.29
40
0
0
40
0
0
101
0
0
114
0
0
20
0
0
20
0
0
50
0
0
57
0
0W
11
1ql
l- a
12C-0sw
2A-2om
Bk wall, stucco ext
2A-2om
2A-2omd
0.091
0.350
0.201
0.540
0.620
se
se
se
se
se
2.52
9.69
5.57
14.96
17.17
285
21.42
5.29
27.00
16.08
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
12c-0sw
2A-2om
0.091
0.350
sw
sw
252
9.69
2.85
21.14
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
2A-2om
Blk wall, stucco ext
12C-Osw
0.350
0.201
0.091
sw
sw
nw
9.69
5.57
2.52
21.42
5.29
2.85
0
0
56
0
0
56
0
0
141
0
0
159
0
0
36
0
0
21
0
0
53
0
0
60
2A-2om
2A-2om
0.350
0.350
nw
rtw
9.69
9.69
21.97
21.97
0
0
0
0
0
0
0
0
15
0
0
0
145
0
330
0
1/
D
Bilk wadi, stucco ext
11 DO
12C-0sw
0.201
0.390
0.091
nw
rw
5.57
10.80
252
5.29
1203
1.45
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0P
11 DO
168-30ad
0.390
0.032
n 10.80
0.89
12.03
1.74
0
35
0
35
0
31
0
61
0
150
0
150
0
133
0
260C
F 20P-11t 0.078 216 1.12 35 35 76 39 84 84 180 93
F 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 21 129
Envelope loss/gain 349 353 562 929
12 a) Infiltration 118 40 69 23
b) Room ventilation 0 0 0 0
13 IMemal gains: Occupants @ 230 0 0 0 0
Appliances/other 1 0 1 0
Subtotal (lines 6 to 13) 466 392 631 953
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 466 392 631 953
15 Duct loads 26 % 429/6 122 164 26% 1 42°/, 165 397
Total room load 589 556 1 796 1350
Air required (cfm) 1 1 29 22 1 39 54
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
1- wrlghtsofC-
Right -Suites Universal 2018 18.0.13 PSU23828
2018-May-08 1 :3 :04g
argoCGRNWtLot116KensingionReserveLargoCGRNW.rup Calc - MJ8 House faces: NW
Ffl- wrightsoft• Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING, 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot116KensingtonReserveL...
Date: 7/25/2015
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
m1 3
26.0 it
8.0 it heat/coal
1.0 x 156.8 it
156.8 ft2
bill 1
5.5 it
8.0 it heat/cool
11.0 x 5.5 it
60.5 ftz
Ty Construction
number
U-value
Btuh/ftz°F)
Or HTM
Btuh/ft
Area (ft
or perimeter (it)
Load
Btuh)
Area (it')
or perimeter (it)
toad
Btuh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod
6
1 1
W
C
12C-0sw
2A-2om
Blk wall, stucco ext
12C-0sw
2A-2om
Blk wall, stucco ext
2A-2om
2A-2omd
12C-Osw
2A-2om
2A-2om
Blk wall, stucco ext
12C-0sw
2A-2om
2A-2om
Bilk wall, stucco ext
11DO
12C-0sw
0.091
0.350
0.201
0.091
0.350
0.201
0.540
0.620
0.091
0.350
0.350
0.201
0.091
0.350
0.350
0.201
0.390
0.091
ne
ne
ne
se
se
se
se
se
sw
sw
sw
sw
nw
r1w
nw
nw
rrw
2.52
9.69
5.57
2.52
9.69
5.57
14.96
17.17
252
9.69
9.69
5.57
2.52
9.69
9.69
5.57
10.80
252
285
21.97
5.29
2.85
21.42
5.29
27.00
16.08
2.85
21.14
21.42
5.29
2.85
21.97
21.97
5.29
1203
1.45
4
0
0
0
0
0
0
0
88
0
0
0
116
0
30
0
0
0
4
0
0
0
0
0
0
0
88
0
0
0
86
0
0
0
0
0
10
0
0
0
0
0
0
0
222
0
0
0
217
0
291
0
0
0
11
0
0
0
0
0
0
0
251
0
0
0
245
0
659
0
0
0
0
0
0
0
0
0
0
0
44
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
44
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
111
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
125
0
0
0
0
0
0
0
0
0
W
1p1
L-
II_G-
G
W
P
11D0
16B-30ad
20P-11t
0.390
0.032
0.078
n 10.80
0.89
2-16
12.03
1.74
1.12
0
157
157
0
157
157
0
139
339
0
273
175
0
61
61
0
61
61
0
54
131
0
105
68
C
F
F 22A-td 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 242 16
Envelope loss/gain 1217 1856 1 295 282
12 a) Infiltration 255 86 54 18
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 1472 1942 349 301
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
0
1472
0
0
1942
0
0
349
0
0
301
15 Duct loads 26% 42% 386 810 26 % 42°/, 91 125
Total room load
Air required (cfm)
1858
91
2753
111 1
441
1 22
426
17
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-May-0816:35:04ghts
Right -Buda® Universal 2078 18.0.13 RSU23828 Page 5
argoCGRNVA Lot 116KensingtonReserveLargoCGRNW.rup Calc = MJ8 House faces: NW
wrightsoft• Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CQNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333.2665 Fax: 107.333-3853 Web: WWW.DEL-AIR.COM
Job: Lot116KensingtonReservel-
Date: 7/25/2015
By: FJF
1 Room name laundry rm 4
2
3
Exposed wall
Room height
5.5 it
8.0 it heat/cool
11.0 it
8.0 it heat/cool
4
5
Room dimensions
Room area
6.5 x 5.5 it
35.8 W
1.0 x 132.3 it
132.3 ft2
Ty Construction
number
U-value
Btuh/ft2°F)
Or HTM
Btuh/ft2)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (it2)
I or perimeter (ft)
Load
Btuh)
Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat Cool
6 W
L--(
12C-Osw
2A-2om
Elk wall, stucco ext
0.091
0.350
0.201
ne
ne
ne
252
9.69
5.57
285
21.97
5.29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
11 t 12C-Osw
2A-2om
0.091
0.350
se
se
2.52
9.69
2.85
21.42
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
1q! Elk wall, stucco ext
2A-2om
2A-2omd
0.201
0.540
0.620
se
se
se
5.57
14.96
17.17
5.29
27.00
16.08
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0LII;
1q/ 12C-0sw
2A-2om
0.091
0.350
sw
sw
252
9.69
285
21.14
44
0
44
0
111
0
125
0
88
0
73
0
184
0
208
0
W
yl
2A-2om
Elk wall, stucco ext
12C-Osw
0.350
0.201
0.091
sw
sw
nw
9.69
5.57
2.52
21.42
5.29
2.85
0
0
0
0
0
0
0
0
0
0
0
0
15
0
0
1
0
0
145
0
0
321
0
0
2A-2om
2A-2om
0.350
0.350
nw
nw
9.69
9.69
21.97
21.97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0LI-{,
y/
t-D
Elk wadi, stucco ext
11 DO
12C-Osw
0.201
0.390
0.091
nw
nw
5.57
10.80
252
5.29
12.03
1.45
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0P
11 DO
16B-30ad
0.390
0.032
n 10.80
0.89
1203
1.74
0
36
0
36
0
32
0
62
0
132
0
132
0
117
0
230c
F 20P-11t 0.078 216 1.12 18 18 38 20 0 0 0 0
F 22A-tvi 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 41 123
Envelope loss/gain 180 166 447 882
12 a) Infiltration 54 18 108 37
b) Room ventilation 0 0 0 0
13 Interval gains: Occupants @ 230 0 0 0 0
Appliances/other 600 1 0
Subtotal (lines 6 to 13) 234 784 555 918
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 234 784 555 918
15 Duct loads 1 26 % 421% 61 327 26%1 429% 145 383
Total room bad 296 1111 700 1302
Air required (cfm) 15 45 34 1 52
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrla=ott- 2018-May-0816:35:04
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 6
argoCGRNW\Lot116KensingtonReserveLargoCGRNW.rup Catc - MJ8 House faces: NW
rr wrightsoftRight-J® Worksheet Entire
House DEL -
AIR HEATING & AIR CONDITIONING
531
CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job:
Lot 11 Wen sin gto n Reservel- Date:
7/25/2015 By:
FJF 1
Room name mstr bth mstr wic 2
3
Exposed
wall Roam
height 8.0 ft 22'
0 ft heat/
cool 7.
5 it 8.
0 it heat/cool 4
5
Room
dimensions Room
area 1.
0 x 111.0 f1 111.
0 1? 7.
5 x 5.0 it 37.
5 ft2 Ty
Construction tionBtuh/
ft2- F) Or
HTM (B
UlVft2) orea perimeter (it) IB h) orea perimeter (ft) Bt ) Heat
Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6
11
12C-
Osw 2A-
20m Blk
wall, stucco ext 12C-
Osw 2A-
2orn Blk
wall, stucco ext 2A-
2om 2A-
2ornd 0.
091 0.
350 0.
201 0.
091 0.
350 0.
201 0.
540 0.
620 ne
ne
ne
se
se
se
se
se
2.
52 9.
69 5.
57 2.
52 9.
69 5.
57 14.
96 17.
17 2.
85 21.
97 5.
29 2.
85 21.
42 5.
29 27.
00 16.
08 0
0
0
72
0
0
0
0
0
0
0
72
0
0
0
0
0
0
0
181
0
0
0
0
0
0
0
205
0
0
0
0
0
0
0
60
0
0
0
0
0
0
0
60
0
0
0
0
0
0
0
151
0
0
0
0
0
0
0
171
0
0
0
0
W
T
G Vj/
I
G
12C-
Osw 2A-
2orn 2A-
2om l3
k wall, stucco ext 12C-
Osw 2A-
tom 2A-
2om Blk
wall, stucco ext 11DO
12C-
Osw 0.
091 0.
350 0.
350 0.
201 0.
091 0.
350 0.
350 0.
201 0.
390 0.
091 sw
sw
sw
sw
nw
nw
nw
nw
nw
252
9.
69 9.
69 5.
57 2.
52 9.
69 9.
69 5.
57 10.
80 252
2.
85 21.
14 21.
42 5.
29 2.
85 21.
97 21.
97 5.
29 12-
03 1.
45 104
12
0
0
0
0
0
0
0
0
92
1
0
0
0
0
0
0
0
0
232
116
0
0
0
0
0
0
0
0
262
254
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
W
Vj/
L_-{`
P
1100
1613-
30ad 20P-
lit 0.
390 0.
032 0.
078 n
10.80 0.
89 216
12.
03 1.
74 1.
12 0
111
0
0
111
0
0
98
0
0
193
0
0
38
0
0
38
0
0
33
0
0
65
0
C
F
F
22A-td 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 85 13 Envelope
loss/gain 628 999 184 223 12
a) Infiltration 216 73 74 25 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 844 1072 258 248 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 14
Redistribution
Subtotal
0
8"
0
1072
0
2%
0
2.
18 15
Duct loads 26% 42% 221 7 26 % 42% 68 103 Total
room load 1065 1519 326 351 Air
required (cfm) 52 61 16 14 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. r++-
wrl t tsoft- -•- • -- <-^•-- Right•
Suite® Universal 2018 18.0.13 RSU23828 2018-
May-08 16:35:04Page 7 argoCGRNW\
Lot116KensingtonReserveLargoCGRNW.rup Cale - MJ8 House faces: NW
rr wrightsofr Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot116KensingtonReservelL
Date: 7/25/2015
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
mstr Me int
0 ft
8.0 ft heat/cool
5.5 x 4.5 ft
24.8 ft2
mstr we
0 ft
8.0 ft heat/cool
5.5 x 4.0 ft
22_0 ft2
Ty Consnumber lion U-vaJue(
Btuh/ft2- F)
Or HTM
B uhlft2)
Area
or perimeter (ft) B tuh) oorfeperimeter (ft) Bh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6
11
12C40sw
2A-2om
l3 k wall, stucco ext
12C-Osw
2A-2om
Blk wall, stucco ext
2A-2om
2A-2omd
12C-Osw
2A-2om
2A-2om
Blk wall, stucco ext
12C-Osw
2A-2om
2A-2om
Blk wall, stucco ext
11 DO
12C-Osw
0.091
0.350
0.201
0.091
0.350
0.201
0.540
0.620
0.091
0.350
0.350
0.201
0.091
0.350
0.350
0.201
0.390
0.091
ne
ne
ne
se
se
se
se
se
sw
sw
sw
sw
rtw
nw
nw
rtw
nw
2.52
9.69
5.57
2.52
9.69
5.57
14.96
17.17
2.52
9.69
9.69
5.57
2.52
9.69
9.69
5.57
10.80
Z52
285
21.97
5.29
2.85
21.42
5.29
27.00
16.08
2.85
21.14
21.42
5.29
2.85
21.97
21.97
5.29
12.03
1.45
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
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
W
W!
1!
LAGT
W
t-D
P
11 DO
168-30ad
20P-11t
0.390
0.032
0.078
n 10.80
0.89
2.16
12.03
1.74
1.12
0
25
0
0
25
0
0
22
0
0
43
0
0
22
0
0
22
0
0
20
0
0
38
0
C
F
F 22A-td 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 2 2
Envelope loss/gain 22 41 20 36
12 a) Infiltration 0 0 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230
Appliances/other
0
1
0
0
0 0
0
Subtotal (lines 6 to 13) 22 41 20 36
Less external load 0 0 0 0
14
15
Less transfer
Redistritxdion
Subtotal
Duct loads 26 % 42%
0
0
22
6
0
0
41
17 26%1 420%
0
0
20
5
0
0
36
15
Total room load
Air required (cfm) I
28
1 1
58
21 1 25
1
1
52
2
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlgF+lsoft- 2018-May-0816:35:04
µ--- Right -Suite® Universal 2018 18.0.13 RSU23828 Page 8
argoCGRNW\Lot/16KensingionReserveLargoCGRNW.rup Calc - MJ8 House faces: NW
wrightsoft Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONINC,
f 7-333-3853 Web: WWW.DEL-AIR.COM531CODISCOWAY, SANFORD, FL 32771 hone: 407-333-2665 ax: 40
Job: Lot116KensingtonReservet-
Date: 7/25/2015
By: FJF
i Room name loft
2
3
Exposed wall
Room height
25.0 It
8.0 ft heat/cod
4 Room dimensions 1.0 x 289.0 fl
5 Room area 289.0 ftz
Ty Construction
number
U-value
Btuhlft-'F)
Or HTM
Btuh/ft
Area (ftx)
or perimeter (ft)
Load
Btuh)
Area
or perimeter
Load
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6 1ql
I--1
12C-Osw
2A-2om
Blk wall, stucco ext
0.091
0.350
0.201
ne
ne
ne
252
9.69
5.57
285
21.97
5.29
168
15
0
153
0
0
386
145
0
436
330
0W
11
1p/ 12C-0sw
2A-2om
0.091
0.350
se
se
2.52
9.69
2.85
21.42
0
0
0
0
0
0
0
0
1ql Blk wall, stucco ext
2A-2om
2A-2omd
0.201
0.540
0.620
se
se
se
5.57
14.96
17.17
5.29
27.00
16.08
0
0
0
0
0
0
0
0
0
0
0
0L-2
y! 12C-0sw
2A-2om
0.091
0.350
sw
sw
252
9.69
2.85
21.14
0
0
0
0
0
0
0
0LF_-_{(;
W
l
2A-2om
Blk wall, stucco ext
12C-Osw
0.350
0.201
0.091
sw
sw
rvw
9.69
5.57
252
21.42
5.29
2.85
0
0
32
0
0
32
0
0
81
0
0
91
2A-2om
2A-2om
0.350
0.350
rrw
nw
9.69
9.69
21.97
21.97
0
0
0
0
0
0
0
0I(_%G
Val
t---D
Blk wall, stucco ext
11DO
12C-0sw
0.201
0.390
0.091
nw
nw
5.57
10.80
252
5.29
12.03
1.45
0
0
0
0
0
0
0
0
0
0
0
0P
11 DO
166-30ad
0.390
0.032
n 10.80
0.89
1203
1.74
0
289
0
289
0
256
0
503C
F 20P-11t 0.078 2.16 1.12 48 48 104 54
F 22A-td 0.989 27.40 0.00 0 0 0 0
6 c) AED excursion 21
Envelope loss/gain 972 1391
12 a) Infiltration 245 83
b) Room ventilation 0 0
13 Intemal gains: Occupants @ 230 0 0
Appliances/other 0
Subtotal (lines 6 to 13) 1217 1474
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 1217 1474
Duct loads 1 26 % 429/6 319 615
r Total room load I ism 2089
Air required (ctm) 1 1
75 84
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wr gR tso1't 2018-May-0816:35:04
Right -Suite® Universal 2018 18.0.13 RSU23828 page 9
argoCGRNW\Lot116KensingtonReserveLargoCGRNW.rup Calc - MJ8 House faces: NW
Duct System Summary Job: LotlllWensingtonReser...
wrightsoftc Date: 7/25/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fatc 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3901 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
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.202 in/100ft
1160 cfm
Cooling
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H 20
0.202 in/100ft
1160 cfm
119 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
bth 1 h 441 22 17 0.237 4.0 Ox0 VIFx 16.1 85.0 Sti
great rm h 4098 201 164 0.208 8.0 Ox0 VIFX 23.2 92.0 st2
great rm-A h 4098 201 164 0.218 8.0 Ox0 VIFX 18.0 92.0 st2
kitchen h 4171 205 174 0.219 8.0 Ox 0 VIFX 17.4 92.0 st2
laundry C 1111 15 45 0.235 4.0 Ox0 VIFx 16.9 85.0 St1
loft c 2089 75 84 0.295 6.0 Ox 0 VIFx 11.3 70.0
mstr bth C 1519 52 61 0.295 5.0 Ox 0 VIFx 11.3 70.0
mstr rm c 3396 77 137 0.304 8.0 Ox 0 VIFX 9.1 70.0
mstr we C 52 1 2 0.304 4.0 Ox 0 VIFX 8.9 70.0
mstr wic h 326 16 14 0.294 4.0 Ox 0 VIFX 11.6 70.0
mstr wic int c 58 1 2 0.326 4.0 Ox 0 VIFX 3.5 70.0
mud rm h 1127 55 34 0.212 4.0 Ox 0 VIFX 21.3 92.0 st2
pdr h 917 45 23 0.202 4.0 Ox 0 VIFx 27.1 92.0 st2
rm 2 c 1350 39 54 0.232 6.0 Ox 0 VIFx 18.4 85.0 St1
rm 3 c 2753 91 111 0.225 7.0 Ox 0 VIFx 21.4 85.0 St1
rm 3 wic h 589 29 22 0.209 5.0 Ox 0 VIFx 29.8 85.0 St1
rm 4 c 1302 34 52 0.300 6.0 Ox 0 VIFx 10.1 70.0
Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st2 Peak AVF 707 559 0.202 661 14.0 0 x 0 VinlFlx
sti Peak AVF 195 249 0.209 564 9.0 0 x 0 VinlFlx
wrightsoft'
2018-May-0816:35:05
C - v Right -Bute® Universal 2018 18.0.13 RSU23828 Page 1
Z5k...argoCGRNW\Lot116KensingtonReservel.argoCGRNW.rup Calc . MJ8 House faces: NW
Return Branch Detail Table
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx
Wright5Oft' 2018-May-08 16:35:05
C+ Right-Sute®Universal 2018 18.0.13 RSU23828 page 2
ACCA...argoCGRNW\Lot116KensingtonReserveLargoCGRNW.rup Calc . MJ8 House faces: NW
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lotl 16KensingtonReserveLargoCGRNW Builder Name: RYAN HOMES
Street: 3901 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.
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
Ceiling/attic 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 Bs.
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
Pytpnd hahind piping and wiring.
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sprinkler cover plates and walls or cealingi-
a. In addition, inspection of log walls snail be In accordance witn the provisions or IGL:-4uu.
5/8/2018 4:25 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
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Bullcling Code - M1602.4 Balanced
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rooms.
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SECOND FLOOR PLAN
Rating
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RECORD COPY
DESCRIPTION AS FURNISHED: Lot 116, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc.
41.50'
5.00'
A\C
5.00'
LOT 117
00, P,C.195.----------- "
V --
5WALK 90
S
40013'15" W (B.B.) 40.
00' CRA
TVLEY DO TrN 50 '
PRIVATE R/W) TRACT
J POND-
D S
40°13'15 " W 40.
00' h
tip'
31.
50' LOT
116 yob
14.
0' 0
LANAI
CS 5.
00' 30.
0' PROPOSED
MODEL LARGO
VS - C GARAGE
RIGHT 7'
ENTRY
0
10
Y21.3' J
3
16' DRIVE 10'
UTIL. ESMT. k
LOT
115 l:
7 5.
00, 3P
18-2-Tall. Ok
to construct single family hoi with
setbacks and impervious ar shown
on plan. 5Zo . Co % ,,tf l
av'90 VS t - L , (:r? L
0OP PROPOSED -
FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT 25RV v
PER
DRAINAGE PLANS mil=
PROPOSED DRAINAGE FLOW PLOT
PLAN AREA CALCULATIONS IMPERVIOUS
COVERAGE = 2,602t SQUARE FEET OR 56.6% REAR
20' SIDE
5' FOR 40' LOTS GOLOT
GRADING TYPE A Fi yQ h LIOVINGOAREA
CONTAINS 1Q53t SQUARE FEET SIDE = 10' FOR 75' OTS PROPOSED
FINISH FLOOR PER PLANS - 31.4' QQ CONC LANAI PORCH CONTAINS 1,249t SQUARE FEET SIDE STREET = 25' CRUSEINMEM?—
SICOTT ASSOC,INC• — LAND SIURVTTYORA< LEGEND -
LEGEND - 5400
E. COLONIAL DR. ORLAN00, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 p
PLAT P.O.L. POINT ON LINE NOlESf
F
I. FIELD IRONPIPE TVP. PR.C. TYPICAL POINTOFREVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF A.
IRON ROD P.C.C. POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECRON 472.027, FLORIDA STA' C.
M. CONCRETE MONUMENT RAD. RADIAL 2, UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIOWAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VAUD. SET
I.R. 1/2' IA. /OLD 4596 NR. W. NON -RADIAL WITNESS
POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO ME SURVEYOR. THERE MAY BE OTHER RESTRICTIONS REC.
P,O.B. P.O.C. RECOVERED POINT
OF BEGINNING POINT
OF CGHMENCEMENT CALC. PAKCALCULATED PCRNANEWTREFERENCE MONUMENT OR EASEMENTS THAT AFFECT THIS PROPERTY. 4.
NO UNDERGROUND IMPROVEMENTS RAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. t
CENTERLINE FINISHED FLOOR ELEVATION 5. MIS SURVEY IS PREPARED FOR ME SOLE BENEFIT OF THOSE CERTIFIED 1'0 AND SHOULD NOT BE RELIED UPON BY ANY OMER ENTITY. N,
MAIL t DISK I.S B.Sl. B.M. BUILDING SETBACK LINE BENCHMARK
S. DIMENSIONS SHOWN FOR INC LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNES. 11
ESMT. RIGHT-OF-WAY EASEMENT
B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON ME !JNE SHOWN AS BASE BEARING (B.B.) DRAIN,
UTIL. DRAINAGE UTILITY8. ELEVATIONS, IF SHOWN. ARC BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. a
rron_ _ ne .,m.nc,rArvw _ AtoA CLFC.
CHAIN LINK FENCE WD.
FC. WOOD FENCE C/
B • CONCRETE BLOCK P.
C. POINT OF CURVATURE P.
7. • POINT OF TANGENCY DESC.
DESCRIPTION R •
RADIUS L •
ARC LENGTH D
DELTA C
CHORD C.
B. • CHORD SCARING NORTH
THIS
BUILDING/PROPERTY DOES NOT LIE WITHIN THE
ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" ZONE "
X" MAP 112I17CO09OF (09-28-07) CERTIFIED
BY. Y'
6 M
X. 11UIENER R ,%4714 L.
S p9 4801 SCALE
h- 1" . 20 -ti DRAWN BY.' ••• / r DAZE
ORDER No. PLOT
PLAN 04-27-2018 2538-18
PT --CORD COPY
1 {fig
1,
xl City of Sanford
Building Prevention
Product Approval S
Permit # 2 7 9 6
Project Location Address
ion Form
SANFORD
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.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging Therma Tru Smooth Star 20461-R3
Sliding Ply Gem 4780 SGD 14634-R3
Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12
Roll U
Automatic
Other
2. Windows
Single Hung Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles 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 - 2B 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
A-1 ROOF
TRUSSES
A FLORIDA CORPORATION
4451 ST. LUCIE BLVD '
FORT PIERCE, FL 34946,
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER:
PROJECT:
COUNTY:
LOT/BLK/MODEL:
JOB#:
MASTER#:
RYAN HOMES
KENSINGTON RESERVE
SEMINOLE
LOT.116 / MODEL:LARGO V1 / ELEV:C R R
72191
WRCLG1 CL9
OPTIONS: LANAI::9'4" CLG
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 WRCLG1CL9
JOB #72191
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
Site Information:
Customer Info: RYAN HOMES Project Name:
Lot/Block: Model: LARGO v1 "C"
Address: LOT #116 Subdivision:
City: County: VARIES State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150 MPH
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes -86 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 A0011245 A01 3/8/18 13 A0011257 CJ3 3/8/18 25 A0011269 FL05 3/8/18
2 A0011246 A02 3/8/18 14 A0011258 CJ4 3/8/18 26 A0011270 FL06G 3/8/18
3 A0011247 A03 3/8/18 15 A0011259 CJ5 3/8/18 27 A0011271 FL07GE 3/8/18
4 A0011248 A04 3/8/18 16 A0011260 E01 3/8118 28 A0011272 FL08 3/8/18
5 A0011249 A05 3/8/18 17 A0011261 F01 3/8/18 29 A0011273 FL09 3/8/18
6 A0011250 A06 3/8/18 18 A0011262 F02 3/8/18 30 A0011274 FL10 3/8/18
7 A0011251 B01 3/8/18 19 A0011263 FG02 3/8/18 31 A0011275 FL11 3/8/18
8 A0011252 B02 3/8/18 20 A0011264 FG04 3/8/18 32 A0011276 FL12GE 3/8/18
9 A0011253 B04 3/8/18 21 A0011265 FL01 3/8/18 33 A0011277 1-1J2A 3/8/18
10 A0011254 CJ1 3/8/18 22 A0011266 FL02GE 3/8/18 34 A0011278 HJ3A 3/8/18
11 A0011255 CAA 3/8118 23 A0011267 FL03 3/8/18 35 A0011279 HJ6 3/8/18
12 1 A0011256 1 CJ2 1 3/8/18 24 A0011268 FL04 3/8/18 1 36 A0011280 HJ7 3/8/18
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the 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.Q E,
The suitability and use of components for any particular building is the responsibility of the , •• nJ +•.•_V
r0
building designer, perANSUTPI-1 Sec. 2. * !. , •+
The Truss Design Drawing(s)(TDO(s]) referenced have been prepared based on the : No 804$.3 • 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 w 1
Trusses or specific location]. These TDDs (also referred to at times as 'Structural Digitally signed b
Engineering Documental are specialty structural component designs and maybe tlony T. Tombo, III
projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specia
P '
1 l t t / DN c=uS, st=Florid •+e
tEngineer), the seal here and on the TOO represents an acceptance of professional • tom bo Engineering,cnPierce,
o=Whole=AHonthol .
r••+ ; .+'.47 engineering responsibility
for the design of the single Truss depicted on the TDD on T Tombo, Ill, S ', r Building Designer
is responsible for and shall coordinate and review the TDDs for---e""' '••• compatibility with
their written engineering requirements. Please review all TDDs mall Anthorrtl7M1R4tSPPIfFtP.E. igfii lls related notes.
trace: zoc s.o3.o9 osa vsv i osoo,
SERIAL #
3BBCA22100 0000DO4C1287DF
Page 1 of 2
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
C A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCLG1CL9
No. Seal # Truss Name Date
37 A0011281 J2A 3/8/18
38 A0011282 J2C 3/8/18
39 A0011283 J3A 3/8/18
40 A0011284 J6 3/8/18
j 41 A0011285 J7 3/8/18
42 A0011286 PC 3/8/18
43 A0011287 M7G 3/8/18
44 A0011288 VO4 3/8/18
45 A0011289 V08 3/8/18
46 A0011290 V12E 3/8/18
47 A0011291 VM3 3/8/18
48 A0011292 VM5 3/8/18
49 STDL01 STD. DETAIL 3/8/18
j 50 STDL02 STD. DETAIL 3/8118
51 STDL03 STD. DETAIL 3/8/18
52 STDL04 STD. DETAIL 3/8/18
53 STDL05 STD. DETAIL 3/8/18
54 STDL06 STD. DETAIL 3/8/18
55 STDL07 STD. DETAIL 3/8/18
56 STDL08 STD. DETAIL 3/8/18
57 STDL09 STD. DETAIL 3/8/18
58 STDL10 STD. DETAIL 3/8/18
159 STDL11 STD. DETAIL 3/8/18
60 STDL12 STD. DETAIL 3/8/18
61 STDL13 STD. DETAIL 3/8/18
62 STDL14 STD. DETAIL 3/8/18
63 STDL15 STD. DETAIL 3/8/18
64 STDL16 STD. DETAIL 3/8/18
Page 2 of 2
Job
WRCLC11CL9
Truss
A01
Truss Type
Hip Girder
Qty
1
Piv..
1
RYAN HOMES / LARGO v1
A0011245
Job Reference o tional)
At 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. Thu Mar 8 17:34:12 2018 Page 1
ID: hA3xRN7kH8GY-sQsevncy2zOBnp-kK8fsdiDQtgCSEMpgNSSfhyVL2J_GeGYOnUKVazcwg P
r1-0-Q 7-0-0 12-4-9 17-7-7 23-" 30-0-0
1--...-_ -----5-4-9 ---- 5 2 13 ------5-4-9 f----------7-0-0 i31-a
Dead Load Defl. = 5/16 in
6x10 =
sljl _ 5.00 [Q - I
1.x4 I - - I -- 3
5 _.. .............. --
t
Ivi WI
13 27 28 12 29 30 11 31 10 32 33
9
700 =
2x4 11
4x10 = 500 MT20HS=
2x4 II 7x10
300 =_
7-0-0 12-4-9 17-7-7 - 23- i ............._...._..._.__ 30-0-0t--._._........-7-0-0 5-4-9 5 2-13 - 54-9
Plate Offsets (X,Y}- L2 0-1-6,0-2-14], 3[ .0-7-0 0_2-4], j6.0 7-0 0 2A L7_0-1_6,0-2-14, [10 0-3-8,0-1-8]_-
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.84 Vert(LL) 0.39 10-12 >931 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.58 10-12 >624 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 7 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 164 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 24-13 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-5-11 oc bracing.
cITek recommends that Stabilizers and required
ross bracing be installed during truss erection, in
1 accordance with Stabilizer Installation wde
REACTIONS. (lb/size)
2 =
13 27 28 12 29 30 11 31 10 32 33
9
700 =
2x4 11
4x10 = 500 MT20HS=
2x4 II 7x10
300 =_
7-0-0 12-4-9 17-7-7 - 23- i ............._...._..._.__ 30-0-0t--._._........-7-0-0 5-4-9 5 2-13 - 54-9
Plate Offsets (X,Y}- L2 0-1-6,0-2-14], 3[ .0-7-0 0_2-4], j6.0 7-0 0 2A L7_0-1_6,0-2-14, [10 0-3-8,0-1-8]_-
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.84 Vert(LL) 0.39 10-12 >931 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.58 10-12 >624 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 7 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 164 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 24-13 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-5-11 oc bracing.
cITek recommends that Stabilizers and required
ross bracing be installed during truss erection, in
1 accordance with Stabilizer Installation wde
REACTIONS. (lb/size)
2 = 249410-3-8 (min. 0-2-1)
7 = 249410-3-8 (min. 0-2-1)
Max Horz
2 = 59(LC 31)
Max Uplift
2 = 979(LC 4)
7 = 979(LC 5)
Max Grav
2 = 2494(LC 1)
7 = 2494(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5140/2071, 3-20=-6367/2730,
20-21=-636712730, 4-21=-6367/2730,
4-22=-6367/2730, 22-23=-6367/2730,
23-24=-6367/2730, 5-24=-6367/2730,
5-25=-6390/2741, 25-26=-6390/2741,
6-26=-6390/2741, 6-7=-5136/2069
BOT CHORD
2-13=-1819/4652, 13-27=-1817/4668,
27-28=-1817/4668, 12-28=-1817/4668,
12-29=-2625/6390, 29-30=-2625/6390,
11-30=-2625/6390, 11-31=-2625/6390,
10-31=-2625/6390, 10-32=-1822/4664,
32-33=-1822/4664, 9-33=-1822/4664,
7-9=-1824/4648
BOTCHORD
2-13=-1819/4652, 13-27=-1817/4668,
27-28=-1817/4668, 12-28=-1817/4668,
12-29=-2625/6390, 29-30=-2625/6390,
11-30=-2625/6390, 11-31=-2625/6390,
10-31=-2625/6390, 10-32=-182214664,
32-33=-1822/4664, 9-33=-1822/4664,
7-9=-1824/4648
WEBS
3-13=0/509, 3-12=-926/2061,
4-12=-678/474, 5-10=-688/471,
6-10=-942/2091, 6-9=0/499
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=979, 7=979.
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 20-114, and 236 lb
down and 235 lb up at 23-0-0 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 18-11-4, 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=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20
Concentrated Loads (lb)
Vert: 3=-189(F) 6=-189(F) 13=-369(F) 9=-369(F)
20=-1 19(F) 21=-1 19(F) 22=-119(F) 23=-119(F)
24=-119(F) 25=-119(F) 26=-119(F) 27=-74(F)
28=-74(F) 29=-74(F) 30=-74(F) 31=-74(F) 32=-74(F)
33=-74(F)
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W. eud%,I - erkm.Mcaw 'Gow*q"IM'pd1.O. 0-'sM.GoNlh.WK 1.16"ht.a,.dP.K..weAt1.0AaYq+kwsI"Ilhgtnw0STooWmhale 0Iki-11-149a-",ripe-,Wlx wMxxw;Www'lsplf lc nd z$0083 x-e-e {eaag 3n}a r(
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4".. gIrw 4!W..s-+d+d.IMI-Anp fcprc+is 40 and 1-414 oryc-.. x f..s srsxm fydcw e M Wq dt W10"t--s-+x ki-d-IM1 Fort Pierce, FL 34946 appithl 02016 A I tool passes Anlhomy
1. lodo ill, P.E. Repmdoaton of An domatat.in eel Irm,is prohibited wthoul the.,itlee permission hom A I loaf Timm Amthony 1. Tombo ill, p.l.
Job Truss Truss Type — — Qty Ply - RYAN HOMES / LARGO v1
WRCLGICL9 A02 Hip 2 1 A0011246
Job Reference o tional
1 Roof Trusses, ran Pierce, 1-t_ 34946, design(galtruss.com Kun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:18 2018 Page 1
I D: hA3xRN 7kH8GY_sQsevncy2zOBnp-C W i t 3zjrBBo340x?04zhCuUj?Sal?D6icREu 10zcwgO
r1-0-t_ 9-0-0 15-0-0 21-0-0 30-0-0 31 -0- a--- -- --—f-.._.... -- —--......_ _.. -- — t -0-0 9-0-0 6-0-0— 6-0-0 9-0-0 '1-0-
4x8 ==
3x4 = 4x8 =
Dead Load Defl. = 3/16 in
0eD
3x8 II
3x4 — 4x6 -= 3x4 =
US 11
10-2-13 19-9-3
10-2-13 9-6-6
Plate OffsetsAX Y)-_-._[2:0-4-3 Edge), f8 0 4 3 Edgej._..__. — — -- — -- —
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deb L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.20 12-15 >999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.38 12-15 >946 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.09 8 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-7-5 oc
purfins.
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)
8 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 74(LC 12)
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
2-3=-950/0, 3-4=-2125/1421,
4-5=-1992/1451, 5-6=-1992/1450,
6-7=-2125/1421, 7-8=-950/0
BOT CHORD
2-12=-1101/1872, 11-12=-1336/2204,
10-1 1=-1336/2204, 8-10=-1 104/1872
WEBS
4-12=-104/469, 5-12=-404/271,
5-10=-404/271, 6- 1 0=- 1041469
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) 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 100 lb uplift at
joint(s) except (jt=lb) 2=357, 8=357.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 129 lb FT = 10%
Xrwy Hxse Xx•gN. enw+tY'11)G. nd'S ,'iEtECi 6fB;lA: Ittlif t (;aUOtaS (7'.11M,'Rl'1 ! YAG'i.iAnUr Iwe. ierds kup paexm eN,M tomes x Iws I est Bes:p ha.wr,'R0: w nr FNMy l Imb a,',, r (.IAwtwe!ex! Nrre n: BAx: wk•.,e tlaN x hr IW. xy mle•:
wrn wl xrxnNMiklBOhkreW. e•t n. Bniplepeer ire Sx dh ferxw`Xt edxxs tBB eyeuntxwnpx:eNne p>Irsnxx nrxeny,eyxuNNry3 Mk:1nNMtKptL.ts tyaiNxMl00 rl.. x/w ltsl. 'M lnpnu x.hnq:xgnxt. txllYM.r Whony T. Tombo ili, p. E. Nrxd9!t rn.L x•Iw4;yitnrrxevMlmdh rm.XtR xi teh Nalew e. Ix lwXwt BnlpreNrt'rwerdxr N`.MS: ae Xe lxtiB>w:Nt Rrl. kltpxt rl geBdWxy MN nedtx`•xu.X.Mnx ip.tX<gr. xrwXnxwkwr, od.kwe nsrxw/dt.d s XstnyBes4wrxifreaksatm. strm r. IN, 100 WIN ra ixi pwomi AIM WII,N (rryaam wM kwNoN"l WhsNM rm Nor80083 sia.t:tlwtvvim mw p4- Rterix,brcsMnt+kimtMeokt tX.t:n. Beuq,w i nt ktq taywm xl In„W9AeTN. xos: aRweiu
ldiaNha:etM y,M.ww.rngkdlNnvs arn,N. IN Iwu lengt!Nrouul(I2t rwWlBrs{m.wi :c 4Y!eX EarwxrE a?xds,N. UI toB alaN X:B: wtx tNaNumi 4451 St. Lucie Blvd. ZtepyrilM®P616A-ltoolbasses-AXihonyi.lonhoill,P.f. BepioduaioBofliisdomnentinonylorn,isprohih4edwithonihtniMtopermissionhenA-I tooliresurdBthonyl.lonhoill,P.I. Fort
P'erce, FL 14946
Job -- Truss Truss Type
WRCLCICL9 A03 Hip
taty
2 J
Plv
JRYAN1
HOMES / LARGO V1
A0011247
Job Reference(op tional) _
At Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:13 2018 Page 1
I0:hA3xRN7kH8GY_sOsevncy2zOBnp-CWi13zjrBBo340x?04zhCuUh6Sg9?EFicREu10zcwgO
1-0- 5-7-14 11_0_0 19-0-0 _24-4_2 30-0-0 _ 3311-0
1-0-0 - -- 5-7-14 5-4-1 8-0-0- 541 —r —-5-7-14 1-0 4x8 =
4x8
Dead
Load Deft. = 1/8 in 4x8
II 3x8 =
3x6 =
3x4 4x8 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/TPI2014 LUMBER -
TOP
CHORD 2x4 SP No.2 'Except' T2:
2x4 SP M 30 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 SLIDER
Left
2x4 SP No.3 1-6-0, Right
2x4 SP No.3 1-6-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-0-5 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 6-2-2 oc bracing. WEBS
1
Row at midpt 6-13 MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation ug ideREACTIONS. (
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 13) Max
Uplift 2 =
339(LC 12) 9 =
339(LC 13) Max
Grav 2 =
1260(LC 1) 9 =
1260(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-1207/130, 3-4=-2239/1628, 4-
5=-1932/1362, 5-6=-173911343, 6-
7=-1932/1362, 7-8=-2239/1628, 8-
9=-1208/129 BOT
CHORD 2-
13=-1341/2009, 12-13=-963/1739, 11-
12=-963/1739, 9-1 1=-1348/2009 WEBS
4-
13=-322/427, 5-13=-81/417, 6-
11=-82/417. 7-11=-322/427 CSI.
DEFL. in (loc) 1/defl L/d TC
0.77 Vert(LL) 0.2211-20 999 360 BC
0.62 Vert(CT) 0.4611-20 788 240 WB
0.24 Horz(CT) 0.08 9 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=S.Opsf; BCDL=S.Opsf; h=25ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 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 100 lb uplift at joint(
s) except (jt=lb) 2=339, 9=339. LOAD
CASE(S) Standard
PLATES
MT20
GRIP
244/
190 Weight:
145 lb FT = 10% 0Rm
finny
IklseMly4rrr•wrp'1J I Gt t1515b,">(:IfY'G6tWl;tfWSA[?a:IiICAS(741]I(. pRl,k.AAi#i3SAIfA'Ma. ir<p kup W.N wa RAW.,nm;Ira:We. L.,1lmNal, 11.10—We!p4rtw Ndusa!k•+nr :MNNMI[Q. wy AlrlE:MP:
IXI•`Slaf'wltNMIY IABbN"nIL A:lllni Alnp!ywn..l.11l;NAv ilpwu;.. Ai tMwMr l rMrsla,wrlpaaaanp,ns,rw(wyaeriq nywtnilA,a(wre:pa•ne,.p«I.,aaewmaxermow,.+ae ty[le ks:pnwlnw.naAa;,«awl,.,aNam An'hony T. Tombo ill, P.E. d ludls
l+s, 4n r•IalayirM Iw,nam tlroe han A+Qali;wn.vN tylnetM MY,y Deuyn,a(atwrinAlL ltl.lri`. Mne Wa AwMq.µNI!sl. 'ie yp!l: el n!':AA wlmheN ! dM1r rnsr. w:Iriy iaLKy. carp. mntllax rl kxq MAn nspvWJ+.d : 80083 Zt 44$1 St. LUCIe 81vd. Fort Pierce,
Ft. 34946 oppiphl@1RIdA-IAoaflrfisses
AmhoayLTomhalll,P.f. Reprodnaioae(IM1isJommen6!AGAY lorw,prohiheedwiMcmthe nmeopermissioahem A IRoof )rrssn-Aa(AonyT,kmholll,P.t.
Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
WRCLGICL9 A04 Hip 2 1 A0011248
Ai Roue I russes, rorl Pierce, rL 34946, aesignrmai truss.com Kun: 8.12u s Nov 12 2011 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:44 2018 Page 1
ID:hA3xRN 7kH8GY_sQsevncy2zOBnp-giFPGJkTyVwwhYWCxoUwk61 olsvokhJrr5zRZSzcwgN
1T -0-Q -_ 6-5-13 1 -
6-
7 17-0 0 23-6 3 30 0 0 1-0 p
d—------ - — ..... -- -- ---- --- d1-0- 6-5 13 6-6 3 4-0-0 6-6-3 6-5-13 1-0-
5x6
5x6 Dead Load DeO. = 3116 in
4x8 11
3x4 = 3x8 MT20HS= 3x4 ='-
4x8 11
10-6 8 19-5-8 30-0-0 1106-ii 8-11-1 10-6-8
Plate Offsets (X,Y)-_ f2 04-3rEdge-L15.0-2-5Edge116.0-2-5 E, dge],LO-4_3 Edgej
CSI.
TC 1.00
DEFL.
Vert(LL)
in (loc)
0.45 13-16
I/deft
799
L/d
360
PLATES GRIP
MT20 244/190
LOADING(psf)
TCLL 20.0
SPACING- 2-0-0
Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.60 11-13 596 240 MT20HS 187/143
BCLL 0.0 ' I1 Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 133 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide. __
REACTIONS. (Ib/size)
2 = 1260/0-3-8 (min. 0-1-8)
9 = 126010-3-8 (min.0-1-8)
Max Horz
2 = 104(LC 13)
Max Uplift
2 = 358(LC 12)
9 = 358(LC 13)
Max Grav
2 = 1260(LC 1)
9 = 1260(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1078/170, 3-4=-2249/1650,
4-5=-1926/1395, 5-6=-1532/1289,
6-7=-1926/1395, 7-8=-2249/1649,
8-9=-1078/170
BOTCHORD
2-13=-1359/2017, 13-22=-845/1532,
12-22=-845/1532,12-23=-845/1532,
11-23=-845/1532, 9-11=-1365/2017
WEBS
4-13=-465/531, 5-13=-223/498,
6-11=-222/498, 7-11=-465/531
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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) r This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=358, 9=358.
LOAD CASE(S)
Standard
Fray Nast hrrryd. mxa l4'ri IJG. II.Si:S"i[:tfl't 6nftl; tflmSl('mC/11Lvv (OSliki x^Tl;lrCe(e;fpudfAl'Mr. Cr Ar Yap imNdm rival min 14t tins lrs}ahwvl;'rtS";mCl4}oli 1.04,rt. ldaeae'Aer re rsr Odes: rile+ne GNNaMi00. k r
Wirr.aaar rNh.141ilt esNMMlxlvN rdd. l: r. ns Bessp lepari Srr dl, fepa«•ar uduFtOA npesedsrx[pqurdd pdnsNW ey+en•Iy nyasAilm 3+Nr 4s}erl4 t•prt ns M'mIp14IW INraW IN.i.'4M;tr msrapur:.Nka},aCma:. smkln`C
d ry dMsrnc Mae MlNq is t4 iespvsiMln.dae?.w.s40 cedu4N epatr l4 Mllve Ouger,aer:aNn Adr lk,MifWpe Md lu ;Nr aS INI '4 wdme lOOWmAW rvdM r tr Anthony T. Tom to P.E.
Ikind On wlmvrM.70rrs,N.wanrtopMNermlxrrM.
Ntiyk°Ay.sN:ysnptleMrrl4vrsplp.4hnyasAa4.d <-80083
fyveN
e! ! pdYNrsdpr Wldy(rgaM Sdrn 'nqw t(Sl, pdn4e41NMiN}Nr rdmnee'r paid pdrur if.I mSa;lr npa Wms Mfnusdle inns Mnprc inns ksgn fepan al toss MaMr+e. Pass
Iiwxnv M4k is o:rlbeprM aanrrmy 1. d: pow imdki 11OT D'itr" OCT M{eMnt Ortgar.xi ., Srsrov fyvw dpr ndiy All aptdnN NYa: xr es ldVNpfp 1. 4451 St. Lucie Blvd.
Fort Pierce, FL 34946
epniRAt(01016blloot hussesAUAeepl.IomEeIli.P.f. Reprnlv0ieevllAisdommen4illcellpm.itprohibited without the vrinnpermitsieehemAIRoof Tresses -Aethonrl.fom6oIII,P.(.
n
Job Truss Truss Type Qb AN HOMES /LARGO vl
WRCLG;ICL9 A05 Common 5A0011249
Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:15 2018 Page 1
ID:hA3xRN 7kH8GY_sQsevncy2zOBnp-8vpnUf15jo2nJi50W?9HJaODGFvT2i_41L6vzcwgM
11-0- 8-0-0 15-0-0 22-0-1 30-0-0____ 1-0
9-0 8_0-0 ---... _ 701 .. 7-01 I--- 8-0-0 -00--
4x8 II
10-0-15
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 FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purtins.
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 uide.
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 13)
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
2-3=-944/109, 3-4=-2207/1601,
4-5=-1996/1528, 5-6=-1909/1552,
6-7=-1909/1552, 7-8=-1996/1528,
8-9=-2207/1601,9-10=-944/109
BOT CHORD
2-14=-1295/1966, 14-23=-737/1363,
13-23=-737/1363, 13-24=-737/1363,
12-24=-737/1363,10-12=-1299/1966
WEBS
6-12=-471/701, 8-12=-425/553,
6-14=-471/701, 4-14=425/554
5.00 12 5x6
3x4 = 3x8 MT20HS= 3x4 =-
CSI. DEFL. in (loc) I/deft L/d
TC 0.80 Vert(LL) 0.4312-14 841 360
BC 0.98 Vert(CT) 0.6812-14 533 240
WB 0.62 Horz(CT) 0.08 10 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=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) 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 2-0-0 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 100 lb uplift at
joint(s) except (jt=lb) 2=374, 10=374.
LOAD CASE(S)
Standard
Dead Load DeB. = 1/4 in
10
to
4x8 I I
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 137 lb FT = 10%
army hnu gwryih rHne ha A-: tJot R.siS i'S(ilfis 6(IHI: f(U61 C:4PilCa1 (r116Y mt9 ;1(e1Ca` i6mlAP Mr. IrAr kup pMmm W nN We: m I1rc l.nt inq xnq ;r[G W M AmWr I treoe e;, r f. hMens Ler t an nr. tlAu Mrnse tlmN m M lo@. Wr
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W ru AMtl rs l4m Ann" motrnprhm 0AwN..0 0—',eat'w"MFow W16yougr. 4 ne:mn a ft K% V, al 9e We.9 IN 'kwnr A W!"Wm Mim. 91 im<. o.464 WAq eye. nWA"Wk 1iid: M of nyuuWn A z 80083
kt.AyWVw W(2. ru.. AV.."n,w:r NWool M Pon- W rd"i NM iWkq (rgare SAW, 4451 St. Lucie Blvd.
eter.u laoaepa`.nrW ynN gaa.mryhdl Hrw imNrN. Mims Gsge!ymem 4AGl dr t lal3n.u.. I ::4wsa Eyarn lm(WAy nlcyNYUN x+as atn NhN u'.ml Fart Pierce, FL 34946
opytiRhl 02016 A I toot Gases hilloay 1. lomho Ill, P.I. Reprn6onioa of this/o(unenl, in oar fotm,is prohihM wdep the wines pmmiuion hom Ad Roof bosses- hathonr 1. lomho ill. P.I.
Job Truss Truss type --- — Qty Ply RYAN HOMES / LARGO V1
WRCLG1 CL9 A06 ]RoofSpecial Girder 1 1 A0011250
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. Thu Mar 8 17:34:16 2018 Page 1
I D: hA3xRN 7kH8GY_sQsevncy2zOBnp-c5N9h?ljU6Adxrga3D WOpX6AyfcxCRD81PSYeLzowgL
11-0-9 6-5-8 10 8-0 14 4-0 18 6 4 23-0-0 25-2-15 30-0-0 g1-0-9
0 — 6-5-8 — 4 2.9 3.8 Q ..._... 4 2 .._...- ;--- 4-5-12 + 2-2-15 — 4 9 __ dd
4x6 II Dead Load Defl. = 114 in
6x6 = 5x6 —
5x10 MT201-!S=
300 :._. 6x6 _:... 700 MT20HS`
I---- 10-8-0
10-8-0
18 6 3
7-10-4 i..._. 23-0-0
4-5-12 f.... 30-0-0
7-0-0 i
Plate Offsets (X,YL_ j7 0-40 0-2-2j .0-1-2 0-2 10] j11 _0-3-0 0-4-4j
1
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 0.86 Vert(LL) 0.33 11-12 999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.57 11-12 633 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 171 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 "Except*
T3: 2x4 SP M 30, T4: 2x4 SP M 31
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-1 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 7-5-2 oc bracing.
WEBS
1 Row at midpt 5-14
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide._
REACTIONS. (lb/size)
2 = 1835/0-3-8 (min. 0-1-8)
9 = 2787/0-3-8 (min. 0-2-5)
Max Horz
2 = 86(LC 8)
Max Uplift
2 = 550(LC 8)
9 = 958(LC 9)
Max Grav
2 = 1835(LC 1)
9 = 2787(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3639/1105, 3-4=-3330/1052,
4-5=-3313/1039, 5-6=-6077/2082,
6-7=-6077/2082, 7-8=-5802/2008,
8-9=-5878/2030
BOT CHORD
2-14=-995/3280, 13-14=-1630/5344,
12-13=-1630/5344,12-21=-1741/5418,
11-21=-1741 /5418, 9-11 =-1 779/5318
WEBS
3-14=-325/297, 4-14=-678/2263,
5-14=-3079/1156, 5-12=-474/1043,
WEBS
3-14=-325/297, 4-14=-678/2263,
5-14=-3079/1156, 5-12=-474/1043,
6-12=-269/195, 7-12=-318/810,
7-11 =-375/1297
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) " This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=550, 9=958.
8) 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
1544 lb down and 543 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.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-10=-60,
15-18=-20
Standard
Concentrated Loads (lb)
Vert: 7=-189(B) 11 =-369(B) 21 =-1544(B)
11-4 %tu nrega.—tM'kI Wf HAi11.. TEN A 00ITC16 (r,lCx x7i t(uC%t@414I Iwe.It-.'N(Nuy tawNnsMrtN aNSMIMi i nt in Amyt`[C uiM AnW{I I.e y 3i., 11.lAvext Slen %9.'t of gan!o'.."Idw Mow wl
Nil S;aet. 194t. 111Y.kelN IN tM ISM%,tl,1. {:t rnt rt.111IttIbN :fe Stl:4At fetfMlt,114"IMw110!tMeSM{NNIt lYxf t(MMt{niIMM eKMq'1lf lffrNflllM(i Mlethl:NM tMpfl 5f 1t1 YN 1t Ih 1t NN Walk[ Tedt"pnt.P.1 IN1'NN6N!, 4eMNY} Anthony T. Tembo;IT, P1W {e d k{ Ian \ en l+Nae i{ Ik npv.iklet d lk Orta. M Pvxi t ras. tN epM n lk MiNeg hu p4. Ire ;xnn A ae IK. M A(W q g n luaa;;eN Rl IK.1. 'N ipemt: A rk'OB w w h w Lt 0 M Tmt..1,69 k"'lt uwyr, %tpllMm eN W.GV tok %rtt tp.44n tl II 80083
ne lnl+tHtt}aW(xuary lo.aa{sr. aa hihA Wlsr paernn ad rae.NIleteley(egcvu Was ki naa NV pihJlte%.?IW,NANr:ApexNMepam yaMt. IRIhYtn Ae ctywr%:innMGlen YXel nthupe,l^n{itt:g tgnen Via lmcl4f4h!N.+l11 Mnvlu
ldlW lr e;ea'eet opW aanvmlyh%; ienas at bN. tkltne Geap.:epnr;MC15,r Maeq k.:pn..nl. .s Srcen Equar r.!Wwr, IIIro^IMaN k M ataktMulltl 4451 St. Lucie Blvd. Fort
Pierce, FL 34946 oprriRAi®
t016 AI Rool basset-Aaihhnp t. Ioaho IIL P.1. Replolonia of lhit io(uren6 in aar lora,isp(oAihited wiMoai the nines perminioh boa A I Rcollmtut-da(honr i.loaho ill, P.[.
Job
CLG,1 CL9
Truss
B01
Truss Type
Hip Girder
Qty
1
Plyv
1
RYAN HOMES /LARGO v1
A0011251
Job Reference (optionalL__„__-
Al Roof Trusses, Fort Pierce, FL 34946, design1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:17 2018 Page 1 ID:
hA3xRN7kH8GY_sQsevncy2zOBnp-4HxYvLmLFQIUY?Fndw2dMkfND3?lxl GHX3C5AnzcwgK 1-
0-0 7-0-0 10-8-0 14.4-0 21 _4-0 22-1-0 f ....._-.
7.0-0 - I 3-8-0 —T--..._.._3.8-0 7-0-0 11 0 0 1 1`
1nnA 1 —A nnA c 1 /A in 5x8
I I 1.
5x4 11 5x8 = 1.5x4 11 5x8 11 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.16 10-11 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 0.29 11-12 875 240 BCLL
0.0 ' Rep Stress Incr NO WB 0.30 Horz(CT) 0.10 8 n/a n/a BCDL
10.0 Code FBC2017ITP12014 Matrix -MS LUMBER -
TOP
CHORD 2x4 SP M 31 'Except' T2:
2x4 SP No.2 BOT
CHORD 2x4 SP M 31 WEBS
2x4 SP No.3 SLIDER
Left
2x4 SP No.3 1-6-0, Right
2x4 SP N0.3 1-6-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-7-10 oc puriins.
BOT
CHORD Rigid
ceiling directly applied or 7-10-3 oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, In accordance
with Stabilizer Installation REACTIONS. (
lb/size) 2 =
1822/0-3-8 (min.0-1-8) 8 =
1822/0-3-8 (min.0-1-8) Max
Horz 2 =
59(LC 27) Max
Uplift 2 =
603(LC 8) 8 =
603(LC 9) Max
Grav 2 =
1822(LC 1) 8 =
1822(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-1265/254, 3-4=-3479/1134, 4-
21=-3655/1260, 5-21=-3655/1260, 5-
22=-3655/1260, 6-22=-3655/1260, 6-
7=-3479/1134, 7-8=-1265/255 BOT
CHORD 2-
12=-989/3123, 12-23=-988/3140, 11-
23=-988/3140, 11-24=-947/3140, 10-
24=-947/3140, 8-10=-949/3123 WEBS
4-
12=0/513, 4-11=-285/787, 5-
11=-621/413, 6-11=-285/787, 6-
10=0/513 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 100 lb uplift at joint(
s) except Qt=lb) 2=603, 8=603. 7)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 258 lb
down and 249 lb up at 7-0-0, 141 lb down and 154 lb
up at 9-0-12, 141 lb down and 154 lb up at 10-8-0, and
141 lb down and 154 lb up at 12-3-4, and 258 lb down
and 249 lb up at 14-4-0 on top chord, and 372 lb
down and 79 lb up at 7-", 100 lb down at 9-0-12, 100
lb down at 10-8-0, and 100 lb down at 12-3-4, and
372 lb down and 79 lb up at 14-3-4 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:
1-4=-60, 4-6=-60, 6-9=-60, 13-17=-20 Concentrated
Loads (lb) Vert:
4=-211(B)6=-211(B)12=-372(B)11=-77(B) 5=-
141(B) 10=-372(B) 21=-141(B) 22=-141(B) 23=-
77(B)24=-77(B) 21-
4-0 PLATES
GRIP MT20
244/190 Weight:
100 lb FT = 10% N:
rui !Irlu MratYt mu+b 111]Gr iWtiiS,'itlliC; 6ItiLL; t;IxS 1(:0` 11fYi (1S1';iY %77 ll[IC'i',i'dSYEe' Mo. 4 M Y:y Mawtlrn ul M aln r Iw; `..•ns iesp krty (tts'; w M 41Wt 1 fxlr St 1 t IeMeeu We! kkr ru adn: Mwnse ndM r M I01.lor Wlet
erreenNi sl/l.k tNMnl iyhukedd. hr1n5 &sgl!rtpwr .SrNnei tlplea<,. Ar tedwe. ihD ryresMteau6 rdne NdnfNW rry+n7w uyMuldAfsne lnyedDe :.qNi hN rN nAe IDD wN Maih.l. 'M InM n:le{nle.hrr, mYnw:.smN:MY Anthony T. TOrriba ill, P.E. tar
euda,sl t..mMNlry it Ne!lINeNMmrdNe i,xr MQ.wlxurr.Nyrlrr Nr lwllM MtyeN:er-m.dnr1K.'lr:•C;Mne MslwMy.11rtllxl 'Ir rrN u:dne `GOMex MN dM LnS. w:IWy Matliah svgr- s!d1eM dMNn:arlHh:eSya uMla.d z80083 qa
MYy le4{+.n rr tteG'Mn iA•#t fMM.aw Nh ed lk Nomin MyNWMSdM Wlnq lreplM idrn it?eMM;xV,NNNW OI'i ad Vx4 n!'dN00lOO i tIM14 ,.,qwe iF-I khr:1!'IftMta"'et lOe Musd!1!nt huyrrr.i.est 9esp 9NmN Olt tttlS eIWNMN. MHiO 4451 St. Lucie Blvd. rEernukM1q(
lir;wl:ed rprN nxN•mlq lr dl Aces w<ireE. tkln:SGupiaiwerr!S lltM1r 6axy a:upm Nl ssSrtna E•yarnrmrlM4i III:yld grans; NenMaelwllll F D pd ort . erce, FL 34- 6 Gppilhl®
th16 A -I RoollrossesAathoay 1. iomho ill, P.f. Repro6e0ioa of this iorunent.maay loan, isprohihued withsM the wnneo permusioa has AI Aaol tresses-AalAonrClonho ill, P.E.
Job Truss - —truss Type -- -- -- Qty-- Ply RYAN HOMES / LARGO v1
WRCLGICL9 BO2 Hip 1 1 A0011252
Job Reference (option.l
Al Roof Trusses, Fort Pierce, FL 34946, deslgnQaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:17 2018 Page 1
I0:hA3xRN 7kH8GY_sQsevncy2zOBnp-4H xYvLmLFQIUY?Fndw2dMkfOA3xOx2rHX3C5AnzawgK
1-0-0 6-5-7 9-0-0 10-8-0 12-4-0 14-10-9 214-0F— -----..-_... -- - — ---I1-0-0 6-5-7 2-6-8 1-8-0 1-8-0 2-6-8 6-5-8
3x6
3x8 II
1.5x4 11 3x6
5x8
Dead Load Defl. = 3/16 in
RN0
10
LJY1 .mO
3x8 II
10-5-0 _ 21-4-0
10-8-0 { 10-8-0
Plate Offsets (X Y)-7j2 0-4-3tEdgej[10:0-4-3,Edg_ej j11,_0-4-0 E, dgel LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 115 TC 0.70 Vert(LL) 0.19 11-14 >999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 I BC
0.98 Vert(CT) -0.40 11-14 >642 240 BCLL
0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.02 10 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Weight: 93 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 1-6-0, Right
2x4 SP No.3 1-6-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-2-2 oc puriins.
BOT
CHORD Rigid
ceiling directly applied or 2-2-0 oc bracing. MiTek
recommends that Stabilizers and required 11 cross
bracing be installed during truss erection, In accordance
with Stabilizer Installation guide.- j REACTIONS. (
lb/size) 10 =
852/Mechanical 2 =
915/0-3-8 (min.0-1-8) Max
Horz 2 =
83(LC 16) Max
Uplift 10 =
231(LC 13) 2 =
261(LC 12) Max
Grav 10 =
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-
3=-908/28, 3-4=-1415/1041, 4-
5=-1171/866, 5-6=-1059/835, 6-
7=-1059/835, 7-8=-1171/866, 8-
9=-1419/1045, 9-10=-942/80 BOT
CHORD 2-
11 =-830/1251, 10-11 =-834/1256 WEBS
6-
11=-293/522, 4-11=-267/343, 8-
11 =-273/348 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 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)
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)
Refer to girder(s) for truss to truss connections. 7)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except Qt=lb) 10=231, 2=261. LOAD
CASE(S) Standard
1kMp
11tau M+Pepl1!f,ee M-1 ICJ({111};^u;,,'Y-e!A.{1,I:tY.St.r!IaIi;N(,ps vM!•g7r!1-:I:bOktlppY;IT!teklq NlyA lklaNf!:W!d 4ht N'Nt!nu pe:lp&tay jOP:pN4teRMf'!tNt fi.l;. IdC1x!i1f!!NMtM NW!t 9n++.tt 4'Mir!k 19p. tNt MlieY
laaex. Nk tkd k f,N M M 6?' n N 8N t: t l 9f s igNul NrsR pkek; M '.. m? 1`i rfke.em, r k„gake a M vths:mr wywf h!npmw;:a. M M mtpt d M Mk , *p d n U IN W, akS :11 . N Nug Hinz- WM Mtdn+..rxM!pn Anthony T. Tombo 111, P.E. 80083
WeuAM;In1 MKk kq !,M t,pWw. AMP fk M':ke Mlk NqW tf {.NagM:Nk.a Mrx4rk MNt.MQSWM tI I+NM IN, mi M tk tlyrMl/lf tfiWWMli 1 i<M Ir.:, wmAq tWlnl eMpf. ksiiMw WYkp NNIkM rlr,ddmd M
Ir,N!NMupf W:efak'M. Ad Wf efM 1f 1.WMpMset uN yWNm afMMMw t+kWfk 4dN!xMkkW L4. Wi.W1h 1t WStkF e;tM N41pWrap!Wtt rnl xatf, M: W+!Wftr aM,dMl!nl a+,y« •!.,, 6ftyo!q»n W..:, w«M fk ,Nf,r tM!..
uhiufll, tCfwk!geNfimnk,nkghk!Ib'e,a the/.-N!Ir.Wu:.tp m. uuO:MMkuy h,gm!.k n,(r;lta[gmndm. Mlky. 4!;yMh,N!k.,ett, anmewlr.l 4451
St. Lucie Blvd. Fof'
Glerce, R. 1494E epy;
i0h1 C 7016 A I taaf fmwc Ao hay t. tomb,111,?J. Iep,aEuaiao et thi, dommml. io oap lkm !s prohibited xahool Me .,into pmmium imm A I tool l-w Aalhoky t. 1400111 ? I,
Job --- Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
A0011253
WRCLCC;ICL9 B04 Common 2 1
Job Reference o tionap
Al Roof Trusses, Fort Pierce, FL 34946, design®attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:18 2018 Page 1
ID:hA3xRN7kH8GY sQsevncy2zOBnp-ZUVw6hn_OjQLA9pzAeZsvyCdJTHdgVbRmixeiozcwgJ
1-0-0 6-5-8 _- 10-8-0 _ ... 14-10s-- --- . 21-4-0 kt-
O-Oi-- 6-5-8 f
4-2-9 {— 4-2-9 ) 6-5-8 1
4x6 =
Dead
Load Defl. = 3/16 in 3x8
11 5x8 = 3x8 11 10-
8-0 Plate
Offsets (X,Y)-- [2:0 4-d9e1 8, [ •0-3-8,Edge1-_C9:04_-0,Edgel LOADING(
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TOLL
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 FBC20171TPI2014 Matrix -MS Weight: 94 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 SLIDER
Left
2x4 SP No.3 1-6-0, Right
2x4 SP No.3 1-6-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-74 oc puriins.
BOT
CHORD Rigid
ceiling directly applied or 2-2-0 oc bracing. M{
Tek recommends that Stabd¢ers and required cross
bracing be installed dunng truss erection, to accordance
with Stabilizer Installationgwde.,__ REACTIONS. (
lb/size) 8 =
852/Mechanical 2 =
915/0-3-8 (min. 0-1-8) Max
Horz 2 =
95(LC 16) 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-
3=-923/52, 34=-1436/1081, 4-
5=-1130/856, 5-6=-1131/857, 6-
7=-1440/1084, 7-8=-954/104 BOTCHORD
2-
9=-869/1274, 8-9=-874/1280 WEBS
5-
9=-401 /606, 6-9=-376/449, 4-
9=-369/443 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 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)
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 Qt=lb) 8=245, 2=274. LOAD
CASE(S) Standard
aNq
PWu 4nt+KM rNk. ae `i: h7 diSSfSi'S•Y',.s<ayL; IEmASI[CllpitUat:Ci'CY,'YRfI-. A(reaY((p',Y;aj'y,a. tm«!mVp trawNa:Ni,N a«N eM,:ms ksye &r.,y;UD:NM1eMri INN.e.Pi. teStw!iNetlMenl. 'A:Itf awN.,ct c4t11 mTY 130. Nk i'
ve,* tW++bN N.WNi N 10 Y N,w L.I, 6tf:p',yaeN e. swwy(nrwu;Ye+Nnen IBhNreim-41.,0%r«n—n{aewny:Ntwtii:N.M ae Nup«A,t -. ,a", S. INW,..W,, im'. Ile e+ga n-tf«m aahy;Nrret. Ykhn Anthony T. Tombo 111, P.E. N.
u« IY;iN, IN of RMa nt .iy auNa Yw low s' t agw sAaay l„r na«nreY nr NY NNYd>«up wN nr (w swv «as Ia6N.rnm «I,n+ hmy mMeF rwM.e NkxyckBNM,,pwlnd 80083 etuYNragawen(
eawNanw «n o.ewNN„ NrA,le«awrq;eewwanwa.,.rsrrYGNeNrNwt :«N NWpeNw{mw rn<a.nn <,r.Nn,w„Na«. •e::Na n,6y(.{. NsN+,Y,NaK,N.a„ ax.:
ue!aw//!t(taua;l.reid gaa:'e .,,i. «<pwix, anhN :N I,n, 6rs}(tp :is opi Y, {«Y.{p.sq.e! n. inlee E.pw« !HAey. l3,spgY,te lwa; r.n pMeM'C 1. 4951
of
L:
IFL Blvd, for, :%
rnrce, . 34946 apyrighi
r^. 2016 A 1 taof trot}' Arihooy 1. lom6a {It P.i. Rep. o4vton of this doi.wat, is any lore. a p a'Wed whaol Bremen pmmm.aa floe A I Roof Irnsu, Whoay 1, lomho III: P.E.
Job Truss Truss Type — Qty Ply RYAN HOMES AtLARGO v1
WRCLG1CL9 CJ1 Corner Jack 10 1
A0011254
Al Root Trusses, Fort Pierce, FL 34946, designLal lruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:10 2018 Page 1
ID: hA3xRN7kH8GY_sQsevncy2zOBnp-1 g31K 1 ocn 1 YCoJO9kL45R9ks3tsrP_Ra?NhCFgzewg I
1-0-0 0-11-111 ..._.... 1 0-0 - - 0 11-i1 --I
3x6 II
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 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
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide. _
REACTIONS. (Ib/size)
5 = 150/0-3-8 (min. 0-1-8)
3 = 10/Mechanical
4 = 5/Mechanical
Max Horz
5 = 37(LC 9)
Max Uplift
5 = 88(LC 8)
3 = 10(LC 1)
4 = 5(LC 1)
Max Grav
5 = 150(LC 1)
3 = 12(LC 8)
4 = 11(LC 3)
FORCES. (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; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Extedor(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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 3, 4.
LOAD CASE(S)
Standard
A««ry-geese IlarryN.rrne+M't.lAC. IIJSCS'i(ilfPt tFAHIIffINSA(?AQItICK(]Sip4 gTl;A;nCF!d;Y1A?'Ms.. it`tIhnAljAs.0 Wrestwinwtatlr:t ltw31 4.;11VW Wcnlw(I1¢t.9-.,It.id..,%.i stMe ne ui, Nee.•nu Void .lie 0r r
Ati t—Vt neaDk.119MMIN11 ddisII— ksgtigwx r SArMy5P*er atuMxs1100!,frum,.At" itr.ph'siaid ^IryreynWHVIA'Mles}aM'14,Nuk4o'd TOD ow, ftTK1 :MleapnnaMu`.IW«A,wMM:.uak,(" An'honyT. Tombo;F, "E.
W eonArs1%,SW. M"!,11. sAasMlm0tka O.1.Ik0 'r"er olgaacI% xnAj. lis".N;. nAMMl.Mq:maM1.0NOT .6.9IRI. T61FV' ;otk`Wa!hill neoWirms wlrplWdr} rrv-P,armoamkKilM4PAs mj ke+.o r80083 Zt M t Na: Att A.a• W (err<xv At: —'c rx t M100 W M Matnn .4AMomre 0 M lM ry (Memo W* Mt'OBla q(Sr rko'w or lq W SNA er. rkuaea M Arary AMktt U l Mnxs ae nslm mrs W amt e M l.n: (knArn . es. De±gt irPan kl trtsi Make:een w»s; r3rtaulowa ll t:ahm r}W mean amryhdllnm krakd
Ik lnu &yr,ryxrx is lOtMAniktA 9tz:}at.«1 sSn n'.yMrira('+aiAM 4i oWourl «gin rrtmNFaelalM i. 4451 t. Lode Blvd. Fort Pieerce, FL 34946 eprrilpl V 2016 AI Roal6rssts -
AmRany 1.lom6o III.
P.f. Reprodonion of dis Iocumenl, in enr loan, is proliE4ed «itAcVilM1t raitleh permissiea from AI Real basses AAiAonr 1.lemlo III, P.[.
Job -- Truss Truss Type City Ply RYAN HOMES / LARGO v1
WRCLC21CL9 CJ1A Comer Jack 6 1
A0011255
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. Thu Mar 8 17:34:19 2018 Page 1
ID: hA3xRN 7kH8GY_sasevncy2zOBnp-1 g31K 1 ocn 1 YCoJO9kL45R9ktGts?P_Ra?NhCFgzcwgl
I---
t-0-0 -- 0-11-11- -- —
I
1-0-0 0-11-if
3x4 =
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 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/rP12014 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 = 130/0-8-0 (min.0-1-8)
4 = 1/Mechanical
Max Horz
2 = 35(LC 8)
Max Uplift
3 = 4(LC 12)
2 = 71(LC 8)
4 = 1(LC 1)
Max Grav
3 = 8(LC 22)
2 = 130(LC 1)
4 = 13(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; VuIt=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
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
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) w 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, 2, 4.
LOAD CASE(S)
Standard
G+M IMn paeg4t teen+tk'41 NCFtmeS!1;'i[;l(C;6[e'U;(Ftk1t(?AdtIfYS(311uY.. ItTl;tillGa;(3illflr cam.ie.•hr kuMpu+IntwrrN Wtt.lfil•nt'ht:¢Anil;tfC;wWAaM.rl Iu.N A.I [.IAnnn SNn k^+'r rot Urk,tgWnte tlMMxMlOe. rh
mirs;.mvtµiM.*n0*neidekk.wAnthony T. Tombo ill, P.E. W
rxAkt( N.a Mikpitne eym:ntat.Atk anr.pea.ut;rMxeM epelwtk Mqy eesipw.nb xanawM:. a: 4;wne Ma lw4wy we .a t!N.'h w"tr9 eoowmwlint ON ins,.n:WAkwiat xV. fl,MllnMwlrxagsMkNr nsK.4-0 a8t)Q83 MMYepkspaeknfMxn.
1tns;xwwenlOL.4mym.,.ip" Oul.d"(.,uWWk*wax:t(VpOh,4ekf>IWWlxerdkwt9lp.sp4..T02,lk§k,lrnMmne.eswken.aWl,,„h,.p.,I.n,k,*iywnwT.,;kWa.,."s 4451St. Lucie Blvd. rawnuldnk lra `.
aka epW nanrmiphAl pnns m:ttel. tk trio kuge E,peui i, eLl na ln4ai ksym. in,SmaEopekr AaK oedny Aa vytlolaN inns n,nlelndnlfbl. Fort P;eice. FL 34946 oprrilmV2(IIdAdloalhues-
Amhanyl.lomhoIII, P.L Reproduction of**document.inanyform,isprohihiiedwithoutthe wrintopermission Isom AdRoof tresses-AnthonrLlomboill,P1.
Job Truss Truss Type Oty Ply RYAN HOMES / LARGO v1
WRCLGICL9 CJ2 Comer Jack 4 1
A0011256
Job Reference options ._...._...........
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. Thu Mar 8 17:34:20 2018 Page 1
ID:hA3xRN7kH8GY_sosevncy2zOBnp-VsdgXMoEYLg3PTzL12bK_NH26HB48RhkD1Qln6zcdugH
1-0-0 1-5-11
3x4 =
0-3-4 _ 1-5-11
0-3-4 1-2-7
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 7 999 240
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 I Weight: 6 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 1-5-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installationguide.
REACTIONS. (lb/size)
3 = 25/Mechanical
4 = 13/Mechanical
2 = 139/0-3-8 (min. 0-1-8)
Max Horz
2 = 43(LC 8)
Max Uplift
3 = 15(LC 9)
4 = 13(LC 9)
2 = 109(LC 8)
Max Grav
3 = 25(LC 1)
4 = 21(LC 3)
2 = 139(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.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 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 2=109.
LOAD CASE(S)
Standard
W...n rWxtlxl.plr rnrt•ne'2 loci ft.-53,'i(tltrt9134:ttwl1t:@pllCmf@Slpk ttT! t:pt@;iAirfl'Ix@. IrM knrr rxmxm W iWM xnti.nt I i.4't rf. Mxtxr'Aee!@.ea•e nr r14t16xnsr modx0t196. x+l
Nrirs txx.•nt@ x ,uok ltNM III Inn-dNt. . 1:1 !ns bes!p'.Iprr. 1. S rpl hpu.,. Ae UM xx. RA ryt state Rpa:r rlw pNetxrtl xtaee•x9!eyxr+4Nh a.M/ny@dne Seta .stw1w.1rlhh W, Wx IP.I. '4 ktdl nu pxt.IWa@txtmx:. SIMNMp An'hony T. Tnmbo 111, P.E. W
ne llati!. Yuit Ml rttr11v4lm dne 7rxrM Qxxi tlaM NyNeN11aIN1}45!p1..aY:xm!Ir xr M;.. nr dNMlxa luN.@;rk xt A1. 'll q@! rrll4:hbW x. hlN t dM?nn. rK4pR M4!ro+.a!gt.. ntpOMia xe4x W4ne ,lyxu@dd.A 380083 h@n'
AsM@@s ex lx fxn:lne t'r. rnt u!M_yMitO WIM ltxlun xf rxWrotNl4lnmy[Ixexrx iFNrhi'Axx lrU'NNn4extrlWlN4xenMwNOt texrNquMx RIM:1x: mrlsllnr4:txsxt mm r'arl.rt.'xu@Itt. t,nt @e:µe =yew mn rxuMMlavx. v@` 4451 St. Lucie Blvd. M'
e!+M1tr NtIW li 6.K1'M IpIN l/x x Mnlr e! di rM ft xrk,tL tlt Ix5 t Ij1 tlixxf it Alit Ar MNx{ ett!tl, N I'm Snli [3QNx 1' N xdklr Ifl (+1'.INVl1 Y'il Mr x el<9N 11III.I. Fort Pierce, FL 34u46 @prtiRhl
9 2R16 A 1 R@@I hussts Anthony 1. Tomb@ III, P.E. Reproduction of Ihls dotumtnt, m n p anyloan, *biteri without tht wmeo ptrmnsioo from A I Roof Insiti Anthony 1. Tomb@ III, f.T.
RYAN
WRCLq1 CL9 I CJ3 I Corner Jack 10
A0011257
Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:21 2018 Page 1
ID:hA3xRN 7kH8GY_sQsevncy2zOBnp-z3A2kipsJeowl dYYsm6ZWagBjg W_tuwtShAJJYzcwgG
I-......-
1-0-0 ---- 2-11-11 --
1-0-0 2-11-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in floc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4-5 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017frP12014 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)
5 = 194/0-3-8 (min. 0-1-8)
3 = 69/Mechanical
4 = 28/Mechanical
Max Horz
5 = 69(LC 12)
Max Uplift
5 = 72(LC 8)
3 = 57(LC 12)
Max Grav
5 = 194(LC 1)
3 = 69(LC 1)
4 = 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-166/258
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) 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) 5, 3.
LOAD CASE(S)
Standard
vwwp pau awwtelW rtnea M't : rJG! IIQSS7I'SFtIfA i 6tl•.hl; Ittl1S t fJa0111CM4 (y}1QM. R'tT; LlA(o eiilltar Ma. yeM Mu} pewNns eN [eal ales w Mf 1.e5t hr::p itnryi[d M M ANIp[ i tawM a it. hluue Wa^ i ne UNes: Nhe eiu [INN M II! iCB. wiy
hhiN;Nwar yael:MF.xnNMMnOwN•ehi. l:ai[nf hspe (ayweeu,5pwaytlyMe;.MUNxwr ihh epeseN[wwlepwxeNMpelesswNeepN•ayr!tiwuNge h•Men.p.iMtNM ie:s kpnNwM@hWy. wlw l?1l le aupxSnrMa+. Mrwp:NNMet.tMeNah Anthony T. Tembo ;li, V.E.
W neNal.St fk ah lwiNlyitlM retaeesiglmNM9+w.M0.en'sW'cN NpYNMMfAly aesiin'.af4;MltlpMMl.4ilF.WMINNhwYw Nt A IRI le lyMae1M 60 ea1myN11 nedMinft. 'INNt 1cYb}n gi.NtgglMt y kx Ua4 NMnyMNW:pN r80083
MaNNagSngwef(ew•Nv!.tINAfSNtNeMI00pIMpwMl:aNtwlNMtNMMIRy(M59aHSPeryhiwNt'I[,fplNtleewlMNllUMlre1NMN%pa[RpaclD•IMn;fe:ftpnxdMlwRbaN/!ei!t4:hurw.isrfar5gxigaNr1IN14anMrnwN.wets 4451St. Lucie Blvd. efNnulNieN
hieCnhm yM nanrrmyh Nllnas weq,N. the tnu 0euya fywa[ a Clow Wat Ue V.' N I.,Siswa:gMa A wy"Unt Aa roaduN wns wrnklaN u!rlt Fort Perce, FL 34946 opyriRht02016AIloolBossesAnthony
1.lorokIII, ?.I. Repmdonioaofthislomneai,isoaylmm,isprohi6iledwidtoNMewrineapermhsioahenAIRoolhanet Aolhooyt.lonboll0l.
Job Truss Truss Type Qty HOMES / LARGO v1
WRCLG1CL9 CJ4 Corner Jack 4 fly 1
RYAN
A0011258
Job Reference optional
Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:211 2018 Page 1
ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-z3A2kipsJeow 1 dYYsm6ZWagB6gUZtuwtShAJJYzcdvgG
1-0-0 3-5-11
1 to 3-5-11
3x4 ==
10_3
0-3-44
3-5-11
3-2-7
Plate Offsets X Y -- 2 0 1-6,Edgel L . _ 9l .... LOADING(
psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deb Lid PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 4-7 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.02 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 FBC20171TP12014 Matrix -MP Weight: 12 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 3-5-11 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide___ REACTIONS. (
lb/size) 3 =
83/Mechanical 4 =
44/Mechanical 2 =
205/0-3-8 (min. 0-1-8) Max
Horz 2 =
71(LC 8) Max
Uplift 3 =
54(LC 8) 4 =
36(LC 8) 2 =
145(LC 8) Max
Grav 3 =
83(LC 1) 4 =
60(LC 3) 2 =
205(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat.
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 100 lb uplift at joint(
s) 3, 4 except Qt=lb) 2=145. LOAD
CASE(S) Standard
it+(
oppq-
pnvn..
qurn•!rwM•[i lau nni.s;'unml[ta;[A; rlwwsac;urucxslnrun na•;ec[eca;iea+u*Wc. re:ai a'pwMNo, rNrpa.wl M,r;r„it,anq;rto;wM a.rr tKps;Lt. rNu:xrup!eeu,hr uep:ak•.,p ua dph<md. r 14ip;
pae:p!pssN:p r,NWMIWpN!Nd. 1:o'!n: Bn!p upaex e.SMnar iarpn,.MuNppr lW!epesm tlp,N01.lNM pIktSlpN lgaa^flp rtgY41aM 1'Mkt}iMMfwpt t'1}4 dpHINpMIW pp. pip lRl. nr kt p p5lwyaM.MNJ},pwaN:. twHY!lu1 wNpraW,
t, sr6wWgnMrtips naxmuwnMe.w,aMrNgslnMlwNyGrp!egr!ppnNMlt.drl:plMWulu !NralRi le ArthonyT
80083
Torritio
i,?.E. NH
rK'r.NM'.WplxrWllauNar'nrs.w:7Mg1o^faq.;k'gelpgpMdqpxg nenpMrtypuWWmd r 90(183 aron4ug8ppe
w/(reuar lzpafp^wwM1Wp[Mpm.' fp!MM NMhawgt woo WetW.N!p V,pm"W"!".wmi.e.dpr alMpp!Nphue it -I kips to ryps,ianrsegpussNtel nrGnrxi.es;h.pille-*ImrMMK*a re:! 4451 St. Lucie Blvd. Nx.
ru INMOIra:M:af apMquanmghNl peas pwdrel. rr, r!n; G<;rp;gMx+saGtM[auul iec:pis.plr's—iv-tsr W64 RN !rdi rN*al wrnkMelpml. Fort Perce•FL 34946 rriRdl
0 7016 AI tool Irnsses Anl6ony 1. lombo III, P.E. Reprodu0ioa of idis document. m aay loan, is prodibiled wilAaN the wrinn permission Irom AI tool tresses Anthony I. Combo III, P.E.
CL9
Truss Truss Type
CJ5 Comer Jack
atv Ply RYANHOMES/LARGOO
10 1
A0011259
34946, design l tltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:22 2018 Page 1
ID:hA3xRN7kH8GY_sOsevncy2zOBnp-RFkRy2gU4ywnfn7kPTdo3oMlg4gOcLAOhKvss?zcwgF
1 _0-0 f._.._... 4-11-11 - --i
1-0 0 4-11-11
3x8 II
4-11-11
Plate Offsets (X Yr L2.0-0-12 0 1-12j j5:0-3-7,0-0-81 j5.0 0 0 0 1-12j,...__
PLATES GRIPLOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.03 4-5 999 360 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 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 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
puriins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
F-WITek recommends that Stabilizers and required
Icross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 = 268/0-3-8 (min.0-1-8)
3 = 127/Mechanical
4 = 55/Mechanical
Max Horz
3 = 109(LC 12)
Max Uplift
5 = 130(LC 12)
3 = 48(LC 12)
Max Grav
5 = 268(LC 1)
3 = 127(LC 1)
4 = 89(LC 3)
FORCES. (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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) 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 except (jt=lb) 5=130.
LOAD CASE(S)
Standard
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M(-Ww` -CPA., Y.I pap,wnwM famn spin de t:.n laxrpt, l•h,in:itppa as tGu a,wtn w. p»s; 4451 5t. Lucie Blvd. eMtMuldwN hrl;Irpl
yteN Mww.,my le dl tp+n mtlrtl tYe irlu:xryti+plrni;t[I ke twit' ks:ptw,x lnsssrcwe hptw dn(adMr. III rMna-tN w•w; aenldwawlltl. Fort Pierce, FL 34946 oprtipht$11016A-I
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WRCLG1 CL9
Truss Truss Type
E01 Half Hip Girder
LARGO v1
A0011260
Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 72 2017 Pri: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:23 2018 Page 1 nt3
0 0 ID:
hA3xRN7kH8GY_sasevncy2zOBnp-vRlp9Or6rG2eGwiwzB81 b?vUtU8zLisAv_fPORzowgE 1-
0 0 L... - _-
4 -- — t .... --- --- 8-8-0 1-
0-0 3-0-0 5-8-0 3x4
4x4 -
t......
3-0-0 f-
3-
0-0 5-8-0 Plate
Offsets (X,Y}- [4.071-12 0 2-12L_ 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 0.43 Vert(LL) 0.06 5-6 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.07 5-6 999 240 BCLL
0.0 ' Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 11 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MP Weight: 39 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 OTHERS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 8-5-13 oc bracing. MITek
recommends that Stabd¢ers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation-qulde__ REACTIONS. (
lb/size) 2 =
462/0-8-0 (min. 0-1-8) 11 =
377/0-3-8 (min. 0-1-8) Max
Horz 2 =
69(LC 8) Max
Uplift 2 =
297(LC 4) 11 =
259(LC 4) Max
Grav 2 =
462(LC 1) 11 =
377(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-750/506, 3-12=-670/484, 12-
13=-670/484,4-13=-670/484 BOTCHORD
2-
6=477/663 WEBS
4-
6=-347/460,4-11=A26/290 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=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 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)
Bearing at joint(s) 11 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except (jt=lb) 2=297. 11=259. 8)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 93 lb
down and 119 lb up at 3-0-0, and 39 lb down and 47
lb up at 5-0-12, and 39 lb down and 47 lb up at 7-
0-12 on top chord, and 52 lb down and 110 lb up at 3-
0-0, and 21 lb down and 45 lb up at 5-0-12, and 21 lb
down and 45 lb up at 7-0-12 on bottom chord. The design/
selection of such connection device(s) is the responsibility
of others. 9)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1.25 Plate
Increase=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 3-4=-60, 5-8=-20 Concentrated
Loads (lb) Vert:
3=-26(F) 6=41(F) 12=-11(F) 13=-11(F) 14=-
17(F) 15=-17(F) aruylkne!
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xhM
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34946 QpnirM0t01dAIfoolbusses -AulnlpLlom6alit, P.
E. ReprndunionofMlsdoromen6inaorform, ispropi6iledwiMualMrwrinelparmissialhenA-I too( irauerAnthanrtiomholll,PA.
FJob
Truss — Truss Type Qb Ply RYAN HOMES /LARGO v1
CLG«1 CL9 F01 Hip Girder 1 1
A0011261
r Job Reference 5o tional Al
Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 k1l7 MiTek Industries, Inc. Thu Mar 8 17:34:24 2018 Page 1 ID:
hA3xRN7kH8GY_sQsevncy2zOBnp-NesBNkskcZAVu4H7XugG8DSdquOY4DeJ8eOzwtzcwgD 1-
0-0 5-6-0 8-6-0 14-0-0 15-0-0 I-
1--0 — 5-6-0_....._.. ..— 1.. _ 3-0-0 — 5-6-0 _.._._ Dead
Load Defl. = 1/16 in 4x4 =
1.5x4 11 1.5x4 11 4x4 = 8-
6-0 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.16 8-11 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.18 8-11 931 240 BCLL
0.0 Rep Stress Incr NO WB 0-13 Horz(CT) 0.04 5 n/a n/a BCDL
10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BRACING-
TOPCHORD
Structural
wood sheathing directly applied or 34-0 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 4-7-11 oc bracing. MiTek
recommends that Stabilizers and required I
cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide_ REACTIONS. (
lb/size) 2 =
1012/0-3-8 (min.0-1-8) 5 =
1012/0-3-8 (min. 0-1-8) Max
Horz 2 =
35(LC 32) Max
Uplift 2 =
723(LC 4) 5 =
723(LC 5) Max
Grav 2 =
1012(LC 1) 5 =
1012(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-2336/1651, 3-15=-2204/1604, 4-
15=-2204/1604,4-5=-2336/1650 BOT
CHORD 2-
8=-1520/2184, 8-16=-1536/2204, 7-
16=-1536/2204,5-7=-1519/2184 WEBS
3-
8=-228/342, 4-7=-228/342 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever
left and right 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 2-0-0 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 100 lb uplift at joint(
s) except (jt=lb) 2=723, 5=723. 7)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 237 lb
down and 248 lb up at 5-6-0, and 80 lb down and 104
lb up at 7-0-0, and 237 lb down and 248 lb up at 8-
6-0 on top chord, and 146 lb down and 206 lb up at 5-
6-0, and 59 lb down and 82 lb up at 7-0-0, and 146 lb
down and 206 lb up at 8-5-4 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, 34=-60, 4-6=-60, 9-12=-20 Concentrated
Loads (lb) Vert:
3=-190(B)4=-190(B)8=-136(B)7=-136(B) 15=-
80(B)16=-52(B) PLATES
GRIP MT20
244/190 Weight:
51 lb FT = 10% xrdq
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De{ya ne ({f*e[W n: at{ w w elm till owl" ten nl 0"ll ON hdRry(oo"M WM h4nm i(Srpl6sAa 4INW SMA urrdHexWM pmr. mdm .. IY lgete;Nee{teeth mr,WM ndNtl.n,lknrx.l ntOts ia}a«malrt:sNM1!i!x. mN:, 4451 St. Lucie Blvd. tNH+iuldiW!
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A 1 toot bussts Amhosyl.lombol14P.1. Aeproh(tloa of thh Jo(unon41n any lnm, is proli6iled ailhom tht-flee pornlssioo hen A I Root Basses-Aathoarttonlo
Job russTruss Truss Type — Qty Ply RYAN HOMES /LARGO v1
WRCLGICL9 F02 Common 2 1 A0011262
Job Reference nalj-
t nwt , tuaaca, run rrctcc, r r, o, ucDlyn(Wa Itruss.com r(un: mizu s Nov 12 2u1 r Print: 8.12o s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:y25 2018 Page 1
ID:hA3xRN7kH8GY_sosevncy2zOBnp-rgQZa4sNNtIMWEsJ5cBVhQ kVll2ph_TNI8WSJz(>pvgC
1-0-0 7-0-0 1 A-1
7-0-0
4x8 _:
1-0-0
Dead Load Defl. = 1/16 in
12d
mar — 1.bx4 11 4x4 ==
13-8-12
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.23 6-12 721 360
TCOL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.19 6-12 876 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.02 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS I
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 4-5-7 oc
purtins.
BOT CHORD
Rigid ceiling directly applied or 3-11-5 oc bracing.
MfTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide__ J
REACTIONS. (lb/size)
2 = 620/0-3-8 (min.0-1-8)
4 = 620/0-3-8 (min. 0-1-8)
Max Horz
2 = 43(LC 17)
Max Uplift
2 = 406(LC 8)
4 = 406(LC 9)
Max Grav
2 = 620(LC 1)
4 = 620(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1050/1741, 3-4=-1050/1741
BOT CHORD
2-6=-1537/957, 4-6=-1537/957
WEBS
3-6=-628/326
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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
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 2-0-0 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 100 lb uplift at
joint(s) except (jt=lb) 2=406, 4=406.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 49 lb FT = 10%
ex,rq-A4,tt:krwtN.rwwrlx'41 IOC. ItJSS:1ii[i(EY;6(e;tI; RIPS1(.4p1iCeS(741DN:-iR7,A:nfK,E};4IN'Ixr_ywat kuM prmxx,Wreel MesMw;,.ee:3.{a rrq;ftt';tNa,AMxtl lxMa..tlleWex, fla!pT•e x:t tltln:,M•w,u wN nIk 160. wY
141:„wnr y:xe::Nr Ntu/lu eelaOnNtml. f:e Mp,f peex!,e wwMlyxtx;I,"it x Its lRhrep swssx,epan NMpNna,td eywe•Nynyn„Nith 3. IN listed tN sell Ims dtotil a It 100 wy,Nx ItAI. Mlnpnvnp,e. It,lay,Mlmnf.tNtlllm Anthony T. ' Tombo ili, P.E. aNne,i Ms tres Sin lxlxry is qe eyxsiMla. d4k0m .IkQ a,i,,:M ree,Aerlx tM lalxp M,yw•.aM<xxn dlL NL M:1(al ne Mid lwkay Mt RI legM ,;dM 06M xy MII xa,'ms. wlMy kwl!ty. ,n:ry n,rdurw wYxnA west na :p,w.na a
Tomb
let Mfpe.tAtr.?.Ai:unA;e.exwlel TOl),WNFral,n: al pNNM,Nee Mlery(tepum iA,I}kMn M,'xY pN WN'4WltlAeertlx xNMy„n,>d„v ikl„Ixss,rts>p/: mes aA atunkl,l.n,Mupxtt i,, ,q:;etnaert sr.-MMM.,,ws t„ . 161-
416Mi s'e.%V,pd W—lllryh dl W N rk iAll lti:.N 4-n: xtnldaeln(M I. 4451 St. Lucie Blvd. opytills102016A-Ilsolhossee
Anthoayl.lomholll,P.l. hPlodunion of this do(ueseal"n any lore, is pohihited will the nine pestmissioa hom A -I Roof lnises Aalhonrl. lem6o III, P.L Fort PP:
etce,FL 34946
rJob Truss Truss Type Qty Ply RYAN HOMES / LARGO V1
A0011263
iWRCLGe1 CL9 FG02 FLOOR 1 3 r..o, oode.e....e r....e....n
oof 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. Thu Mar 8 17:34:25 2018 Page 1
ID:hA3xRN7kH8GY sQsevncy2zOBnp-rgQZa4sNNtIMWEsJ5cBVhQ_I?IjUpV?TNI8WSJzcwgC
4-6-12 6-84 8-7-8 11-6-0 13-5-4 15-6-12 17-84 20-1-8
f 2-5-4
T --- F— --- -- -----...--...2-10— — — { -- - - — -----
1
2-5-4 2-1-8 2-1-8 1-11-4 2-10-8 1-11-4 2-1-8 2-1$ 2-5-4
1.5x4 11 400 = 1.5x4 11 4x4 = 4x4 = 1.5x4 11 500 == 1.5x4 II
1 4x8=
Dead Load Deft. = 3/16 in
4x8 =
10
4x6 11 402 = 700 MT20HS= 400 = 2x4 II 2x4 II 400 = 2x4 i1 402 = 4x6 II
4-6-12
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 *Except`
W1: 2x6 SP No.2, W2: 2x4 SP N0.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-6 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
20 = 5621/0-5-0 (min.0-1-9)
11 = 4993/0-3-8 (min.0-1-8)
Max Grav
20 = 5621(LC 1)
11 = 4993(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-20=-4027/0, 1-2=-9741 /0, 2-3=-9741 /0,
3-4=-22338/0, 4-5=-22338/0,
5-6=-25560/0, 6-7=-22233/0,
7-8=-22233/0, 8-9=-9830/0, 9-10=-9830/0,
10-11=-4044/0
BOT CHORD
19-20=0/1033, 18-19=0/18135, 18-21=0/
18039, 17-21=0118039, 17-22=0/25560, 16-22=
0/25560, 16-23=0/25560, 15-23=
0/25560, 15-24=0/25560, 14-24=
0/25560, 14-25=0/18088, 13-25=
0/18088, 13-26=0/17985, 12-26=
0/17985, 12-27=0/1 105, 11-
27=0/1 105 WEBS 1-19=0/9461, 3-
19=-
9174/0, 3-18=0/1436, 3-17=0/4698, 5-17=-
3917/0, 5-16=0/1422, 6-15=0/1475, 6-14=-
4030/0, 8-14=014509, 8-13=0/1547,8-12=-
8958/0,10-12=0/9479 1-11-12 11-6-0
2-6-4 f— 13-3-
13 15-6-12
1-9-13 1 -- 2-2-
15 0-4-81 19:0-5-
8,0-2-01._............... j CSI. DEFL. in (loc) I/
deftLid TC 0.71 Vert(LL) 0.
5915-16 >400 360 BC 0.77 Vert(CT) 0.
8015-16 >294 240 WB 0.89 Horz(CT) 0.
08 11 n/a n/a Matrix -MS NOTES- 1) 3-ply
truss to
be
connected together with 10d 0.131"x3") nails as follows:
Top chords connected as follows: 2x6 -
2 rows staggered at 0-9-0 oc,
2x4 - 1 row at 04-0 oc. Bottom chords connected as follows: 2x6 -
2 rows staggered at 0-7-0 oc.
Webs connected as follows: 2x4 - 1
row at 0-9-0 oc. 2) All loads are considered equally
applied to all plies, except if noted as front (F)
or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads
noted as (F) or B), unless otherwise indicated. 3) Unbalanced
floor live loads have
been considered for this design. 4) All plates
are MT20 plates
unless otherwise indicated. 5) Recommend 2x6 strongbacks, on
edge,
spaced at 10-0-0 oc and fastened
to each truss with 3-10d 0.131" X 3") nails. Strongbacks
to be attached to walls at their outer ends or
restrained by other means. 6) Hanger(s) or other connection
device(s) shall be provided sufficient to support concentrated load(
s) 848 lb down at 0-2-12,
845 lb down at 2-6-4. 845 lb down at 4-6-4, 845 lb
down at 6-3-12, 845 lb down at 8-3-12, 845 lb down
at 10-3-12, 845 lb down at 12-3-12, 845 lb down
at 14-3-12, and 845 lb down at 16-3-12, and 845 lb
down at 18-3-12 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others. LOAD CASE(
S) Standard 1) Dead +
Floor Live (balanced):
Lumber
Increase=1.00, Plate Increase=1.
00 Uniform Loads (plf) Vert: 1-10=-
100, 11-20=-
10 Concentrated Loads (lb) Vert: 20=-848(
F) 19=-845(
F) 18=-845(F) 21=-845(F) 22=-845(F) 23=-845(F)
24=-845(F)25=-845(F) 26=-845(F) 27=-845(F)
PLATES GRIP MT20 244/190 MT20HS
187/143
Weight: 326 Ib
FT = 10% nuy
Pn:e exxlN. w•n.
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Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
WRCLGICL9 FG04 FLAT GIRDER 1 S3
A0011264
Job Reference o tional -
Al Roof Trusses, Fort Pierce, FL 34946, designQaItruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:e6 2018 Page 1
ID:hA3xRN7kH8GY sQsevncy2zOBnp-KO__xoQt?7BRD70RVeJikDeX? h6WYykccyt4?mzcwgB
3-4-2 6-4-7 9-4-12 11-9-11 14-10-0 17-10-6 21-2-8F-
3-2 3-0-5 -- - -
f
3-0 2-4-14 -3_ --- 66 --i ------ 34 2 -i
Dead Load DeB. = 1/2 in
4x6 II 500 7xl4 MT20HS=
4x4 = 4x4 = 2x4 II Sx10 - 4x6 II
2x4 II
3-2-14 6-4-7 9-4-12 11-9-11 14-10-0 1711-10 21-2-8
3-2-14 - 3-1-9 1-
30-5---
l
2-4-t4 - - 3-0-6 I 3-1-10 - I 3,2 14 -- .........._.1
Plate Offsets (X,Y)--_[11:0-3-0 0 1-12], [17:0_3_8 0 1_121__ 1
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TIC 0.44 Vert(LL) -0.27 13-14 >935 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.75 13-14 >333 240 MT20HS 187/143
BCLL 0.0
BCDL 10.0
Rep Stress Incr YES
Code FBC2017/TP12014
WB 0.86
Matrix -MS
Horz(CT) 0.06 10 n/a n/a
I --- ----- - - -
Weight: 341 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.2 'Except*
W1: 2x6 SP No.2, W3: 2x4 SP N0.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
18 = 416010-7-4 (min. 0-1-8)
10 = 4155/0-7-4 (min. 0-1-8)
Max Horz
18 = -35(LC 6)
Max Grav
18 = 4160(LC 1)
10 = 4155(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-18=-3579/0, 1-19=-9890/0,
19-20=-9890/0, 2-20=-9890/0,
2-21=-9890/0, 21-22=-9890/0,
3-22=-9890/0, 3-4=-19281/0,
4-5=-19281/0, 5-6=-1928110,
6-23=-9874/0, 7-23=-9874/0, 7-8=-9874/0,
8-24=-9874/0, 24-25=-9874/0,
9-25=-9874/0, 9-10=-3573/0
BOT CHORD
18-26=0/1131, 26-27=0/1131,
17-27=0/ 1131. 16-17 =0/ 17159,
15-16=0/17159, 15-28=0/17159,
14-28=0/17159. 13-14=0/19281,
13-29=0/17282, 12-29=0/17282,
12-30=0/17282, 30-31=0/17282,
11-31=0/17282, 11-32=0/1129,
32-33=0/1129, 10-33=0/1129
WEBS
1-17=0/9148, 2-17=-724/0, 3-17=-7610/0,
3-15=0/1148, 3-14=0/2225, 6-13=0/2101.
6-12=011188,6-11=-7755/0, 8-11=-721/0,
9-11=019132 WEBS 1-17=
0/
9148, 2-17=-724/0, 3-17=-7610/0, 3-15=0/
1148, 3-14=0/2225, 6-13=0/2101 6-12=0/
1 188, 6-11 =-7755/0, 8-11=-721/
0, 9-11=0/9132 NOTES- 1) 3-
ply
truss to be connected together with 1 Od 0.131"x3")
nails as follows: Top chords connected
as follows: 2x6 - 2 rows staggered at 0-
9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected
as follows: 2x6 - 2 rows staggered at 0-
9-0 oc. Webs connected as
follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads
are considered equally applied to all plies, except if noted
as front (F) or back (B) face in the LOAD CASE(S)
section. Ply to ply connections have been provided to
distribute only loads noted as (F) or B), unless otherwise
indicated. 3) Wind: ASCE
7-10; Vuit=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) 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. 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) 426 lb down and
250 lb up at 0-2-12, 129 lb down and 83 lb up at
1-0-0, 134 lb down and 64 lb up at 3-0-0, 208 lb down and
69 lb up at 5-0-0, 208 lb down and 69 lb up at 16-
2-8, 134 lb down and 64 lb up at 18-2-8, and 129 lb down
and 85 lb up at 20-2-8, and 426 lb down and 255 lb
up at 20-11-12 on top chord, and 59 lb down and 64
lb up at 2-5-4, 45 lb down and 50 lb up at 3-0-
0, 45 lb down and 50 lb up at 5-0-0, 538 lb down at 5-
6-0, 538 lb down at 7-6-0, 538 lb down at 9-6-0,
538 lb down at 11-8-8, 538 lb down at 13-8-8, 538 Ib down
at 15-8-8, 45 lb down and 50 lb up at 16-2-8,
and 45 lb down and 50 lb up at 18-2-8, and 59 lb down and
64 lb up at 18-9-4 on bottom chord. The design/selection of
such connection device(s) is the responsibility of others.
LOAD CASE(S)
Standard 1) Dead +
Roof
Live (balanced): Lumber Increase=1.00 Plate Increase=1.
00 Uniform Loads (pin
Vert: 1-22=-
185, 22-23=-60, 9-23=-185, 10-18=-20 Concentrated Loads (lb)
Vert: 1=426
7=-208 9=426 16=-584(B) 14=-538(B) 13=-538(B)
19=-129 20=-134 21=-208 24=-134 25=-129 26=-
59(B) 27=-45(B) 28=-538(B) 29=-538(B)
30=-538(B) 31=-45(B) 32=-45(B) 33=-59(B)
2) Dead + 0.
75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.
00, Plate Increase=1.00 Uniform Loads (pin
Vert: 1-22=-
205, 22-23=-80, 9-23=-205, 10-18=-20 Concentrated Loads (lb)
Vert: 1=-364
7=-181 9=-364 16=-531(8) 14=-496(B) 13=-496(B)
19=-109 20=-116 21=-181 24=-116 25=-109 26=-
46(B) 27=-35(B) 28=-496(B) 29=-496(B)
30=-496(B) 31=-35(B) 32=-35(B) 33=-46(B)
14) Dead: Lumber
Increase=0.90, Plate Increase=0.90 Pit. metal=0.
90 Uniform Loads (pin
Vert: 1-22=-
185, 22-23=-60, 9-23=-185, 10-18=-20 Concentrated Loads (lb)
Continued on paqe
2 W-4l-tortyll.
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C, 7016 A I Roll
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Job Truss --
WRCLG,jCL9 FG04
Truss Type Qb PIY
FLAT GIRDER 1
RYAN HOMES /LARGO v1
A0011264
Job Referencefoptiona_I)__--____
Al Roof Trusses, Fort Pierce, FL 34946, designaa1truss .com LOAD
CASE(S) Standard
Concentrated
Loads (lb) Vert:
1=-1777=-101 9=-17716=-374(B) 14=-370(6) 13=-
370(B) 19=49 20=-63 21=-101 24=-63 25=-49 26=-
6(B) 27=-5(B) 28=-370(B) 29=-370(B) 30=-
370(B) 31 =-5(B) 32=-5(B) 33=-6(B) 15)
Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=
1.60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
1-22=-136, 22-23=-61, 9-23=-136, 10-18=-20 Horz:
1-18=28 Concentrated
Loads (lb) Vert:
1=168 7=41 9=171 16=-159(B) 14=-197(B) 13=-
197(B) 19=57 20=42 21=41 24=42 25=59 26=
48(B) 27=37(B) 28=-197(B) 29=-197(B) 30=-
197(B)31=37(B)32=37(B)33=48(B) 16)
Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=
1.60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
1-22=-136, 22-23=-61, 9-23=-136, 10-18=-20 Horz:
1-18=-7 Concentrated
Loads (lb) Vert:
1=168 7=41 9=171 16=-159(B) 14=-197(B) 13=-
1 97(B) 19=57 20=42 21=41 24=42 25=59 26=
48(B) 27=37(B) 28=-197(B) 29=-197(B) 30=-
197(B)31=37(B)32=37(B)33=48(B) 17)
Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber
Increase=1.60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
1-22=-136, 22-23=-61, 9-23=-136, 10-18=-20 Horz:
1-18=22 Concentrated
Loads (lb) Vert:
1=1687=41 9=171 16=-159(B) 14=-197(B) 13=-
197(B)19=57 20=42 21=41 24=42 25=59 26=
48(B) 27=37(B) 28=-197(B) 29=-197(B) 30=-
197(B) 31=37(B) 32=37(B) 33=48(B) 18)
Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber
Increase=1.60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
1-22=-136, 22-23=-61, 9-23=-136, 10-18=-20 Horz:
1-18=-4 Concentrated
Loads (lb) Vert:
1=168 7=41 9=171 16=-159(B)14=-197(B) 13=-
197(B) 19=57 20=42 21=41 24=42 25=59 26=
48(B) 27=37(B) 28=-197(B) 29=-197(B) 30=-
197(B) 31=37(B) 32=37(B) 33=48(B) Run:
8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:26 2018 Page 2 ID:
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job Truss
JTruss;
Type Qty Ply RYAN HOMES / LARGO v1
WRCLGICL9 FL01 Floor 4 1
A0011265
Job Reference o tional "
m i moot i ruses, rort 1-lerce, rL avu4o, aessgn(oga i t uss.com
a1-a
H I
2-6-0--
I
2x4 11
1.5x4 = 400 = 1.5x4 11
Tj0
1 2 3
102
19
a-
17
4x8 = 4x8
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:27 2018 Page 1
ID:yPUCgGfLZTgtoRCQb7?INaz2jnS-oDYK?muduUZ41Y?iCt Dzmr37Y5MsHQelgcddXCzdwgA
F 1--5-8 I L._
3x6 = 3x6 FP— 1.5x4 11 1.5x4 11 4x4 = 1.5x4 11 4x10 =
4 5 6 7 8 9 10
16 15 14 13
4x4 = 4x4 = 3x12 MT20HS FP.._.. 4x8
e .
a <
72"
4x8=
0j)-8
Dead Load DeB. = 3/16 in
2x4 11
1.5x4
11
0
1 22 0 0
o V
21 Nto
21-2-8
21-2-8
Plate Offsets (X,Y)-- 11:0-1-8,Edge], [12:Edge,O 1 81, [13:0-2-4,Edge], 15:0-1-8,Edge), 16:0-1-8,Edge], 17:0-3-12,Edge], [18:Edge,0 1-8], [19:0-1-8,0-0-12], 21:0-1-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) 0.45 16-17 559 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) 0.63 16-17 397 240 MT20HS 1871143
BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 12 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 104 Ib FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (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=-3716/0, 3-4=-3716/0, 4-5=-4908/0,
5-6=-4908/0, 6-7=-4908/0, 7-8=-4908/0,
8-9=-3712/0, 9-10=-3712/0
BOT CHORD
17-18=0/2167, 16-17=0/4623,
15-16=0/4908, 14-15=0/4616,
13-14=0/4616, 12-13=0/2159
WEBS
10-12=-2387/0, 2-18=-2396/0,
10-13=0/1717, 2-17=0/1712. 9-13=-261/0,
8-13=-1000/0, 4-17=-1003/0,
8-15=-95f729,4-16=-1511714,
7-15=-369/25
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
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ID 2016 A I loot Gases AnlhonyLlemholll. .t. teproduuioo of this dotumen4 in oey form, it ptohihiled wdho«I the«rineo permission from A I Roof Times Aahonyho lll, P.[. Fort Pierce. FL 3494fiLiom
Job
TFL02GE
ss Truss Type Oly Ply RYAN HOMES /LARGO v1
WRCLGaCL9 Floor Supported Gable 1 1
A0011266
Job Reference_(o tional)__
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:27 2018 Page 1
ID:hA3xRN7kH8GY_sOsevncy2zOBnp-oDYK?muduU241Y?iCtDzmr3FN5apHcwlgcddXCzcwgA
Al Hoot trusses, t-on Fierce, ru :v4a4o, oesign(a artruss.com
4-
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a
BCDL 5.0 Code FBC2017lrP12014 Matrix-R
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-10-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 4-10-0.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
10, 6, 9, 8, 7
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 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 22 lb FT = 10%F, 10%E
MMMp Y:Mte 11ath9M:1.4><M `i It6('ppSfE, i`:.r; AME11.I.LN$t;Caailpa{;rj"YY `Wtfi':1(CySa!IBGM!tr'aa.lad!k5yl lia>MCSWIMI MiltMht!I•t: k•i}NIrRp;i6p aiktg IpErtef I1Mk .p:.ItlNMIt ilem klal •+!. y11t11 ",Le {:dllm re 73 MM
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ktyl.gWa"IO! NtMNp0t,we, nsM+ke EgwaAM k•Ipp. i:!tydM,•e1H : Mt It kfiMt u:hi _ Fort Pi("fCP, Ft. 34946 epyeipbl C 1016A
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Job Truss Truss Type Qty PIy RYAN HOMES / LARGO v1
WRCLGICL9 FL03 Floor 4 1 A0011267
Job Reference (optional
0-1-8
HI—
2-6-0 ..__
I
2x4 II 400 =
mull- o. I cu 5 Itluv I c Cv I r e-nnt: a. IQl s rvov IL <ui r MI I ex industries, Inc. f nu Mar 8 11:34:98 2018 Pagel
ID:yPUCgGfLZTgtoRCQb7?INaz2jnS-GP6iC6vFfohwNiaumkkCl3cFZVh 70tAv3GMA3ezewg9
1-3-0 I
3x4 -: 4x4 = 4x4 = U6 FP= 4x10 =
t-3-0 1-9-4 1-3-0 0
Dead Load Defl. = 3/16 in
3x4 11 4x4 5x6 =
4x8 4x8 = 302 MT20HS FP 4x8 — 4x8 -- 4x4
4x6 —
20-4
20 9'`1
22-1.12 25-5-0 2 -gg-0i— ----91-4-8 3-3-4 0-4-0
Plate Offsets X Y- 6 0 1-8,Ed eL9L [Z0-1-8,Edge1, [12:0-1 B,Edgej 15 0_1-2,Edge1 L7 0 1 _S,EdgeL[M 3-4,Edge] 20_0-2-8,Edge] 26_Edge.0-1_81 27 0 1_-8 0 0-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TIC 0.82 Vert(LL) 0.49 22-23 502 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) 0.67 22-23 366 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.08 19 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 128 Ib FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat) 'Except'
T1: 2x4 SP M 31(flat)
BOT CHORD 2x4 SP M 30(flat) 'Except'
B2: 2x4 SP M 31(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
15 = 102/0-3-8 (min.0-1-8)
26 = 1095/0-7-4 (min.0-1-8)
19 = 1579/0-3-8 (min.0-1-8)
Max Uplift
15 = -78(LC 3)
Max Grav
15 = 210(LC 4)
26 = 1099(LC 10)
19 = 1580(LC 9)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3514/0, 3-4=-3514/0, 4-5=-4608/0,
5-6=A608/0, 6-7=-4129/0, 7-8=-3196/0,
8-9=-3196/0, 9-10=-3196/0, 10-11=0/608,
11-12=0/605
BOT CHORD
25-26=0/2062, 24-25=0/4324,
23-24=0/4324, 22-23=0/4129,
21-22=0/4129, 20-21=0/4129,
19-20=0/1693
WEBS
2-26=-2280/0, 10-19=-2422/0,
2-25=011605, 10-20=0/1679, 3-25=-251/0,
4-25=-896/0, 7-20=-1420/0, 4-23=0/410,
5-23=-408/0, 7-21=0/385, 6-22=-365/0,
6-23=-120/866, 12-19=-685/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise
indicated.
4) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 78 Ib uplift at
joint 15.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131" X 3") nails. Strong backs to be attached to
walls at their outer ends or restrained by other means.
6) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
7) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
nnw4 ItllusngN,f-,ra-IIIN: 1jKI:5('it,lfis 6Eli6!nUL t['rAr,AtICti4r3yiM'ltTl; CNLeii3iMEAi'Iwe. ecAr kup plaNns Nl ted etlettl Mn l,n: lei.}e t,nry 'Cd^; roe M,{nMr11rW .1 f. lAuext UeN ie4 ene &J":dw","W.11e 100 x, Wl
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P'erce, FL 34446 oprlipht
0 2016 A Roof Gusset Amhouy 1. iomho III. F.f. Reprodocioo of An daument. in ooy form it p,ohiAded without the vnnel ptimitsioo from A I Roof Losses - Anthonr 1. fomho III, R.E.
Job
WRCLGa1CL9
Truss
FL04
Truss Type
Floor
Qty
2
Ply
1
RYAN HOMES If LARGO v1
A0011268
Job Reference (optional)
Al ROOT I russes, Yon Ylerce, rL J4u40, oesign(Wa Itruss.GOm
0-1-8
HI—... 260
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:28 2018 Page 1
1 D: yPUCg GR-ZTgtoRCQb7?I Naz2jnS-G P6 iC6vFfohwNia u m kkC13cE W h pOslv3 G MA3ezcwg9
1-3-0 1 I 2-34
2x4 II 1.5x4 II
1.5x4 = 400 = 1.5x4 11 3x4 =_= 1.5x4 II 4x4 = 4x4 = 3x6 FP-== 4x12 =
1-4 0-A-8
Dead Load Defl. = 3116 in
2x4 II
3x4 II 4x6 = 1.5x4
0
25 Id I9II
4x8 = 4x8 = 302 MT20HS FP- 1.5x4 11 2x4 11 4x8 ..= 4x10 = 4x8
4x6
1-8,Edge], [7:0-1-8,Edge],
doe.0-1-81. 123:0-1-8.0-0-
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017(rP12014
LUMBER -
TOP CHORD 2x4 SP M 31(flat) `Except*
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 31(flat) "Except*
B1: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-10-15 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
22 = 1006/0-7-4 (min.0-1-8)
14 =-27110-3-8 (min.0-1-8)
15 = 2058/0-3-8 (min.0-1-8)
Max Uplift
14 = 453(LC 3)
Max Grav
22 = 1007(LC 3)
14 = 108(LC 4)
15 = 2058(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3126/0, 3-4=-3126/0, 4-5=-3848/0,
5-6=-3848/0, 6-7=-3161/0, 7-8=-2019/0,
8-9=-2019/0, 9-10=-2019/0, 10-11=0/2058,
11-12=0/2056
BOT CHORD
21-22=0/1868, 20-21=0/3743,
19-20=0/3743,18-19=0/3161,
17-18=0/3161, 16-17=0/3161, 15-16=0/335,
14-15=-1064/0
WEBS
2-22=-2065/0, 10-15=-2612/0,
2-21=Oil391, 10-16=0/1870, 3-21=-252/0,
4-21=-682/0, 7-16=-159610, 4-19=0/261,
5-19=-441/0, 7-17=0/445, 12-14=0/1173,
12-15=-1379/0, 6-19=0/1042, 6-18=-422/0
12,Edge], [13:0-1-8,Edge], [14:Edge,0-1-81, [16:0-2-0,Edge), [17:0-1
CSI. DEFL. in (loc) I/defl Lid
TC 0.89 Vert(LL) 0.4718-19 523 360
BC 0.99 Vert(CT) 0.6518-19 381 240
WB 0.89 Horz(CT) 0.06 15 n/a n/a
Matrix-S
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) All plates are MT20 plates unless otherwise
indicated.
3) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 453 lb uplift at
joint 14.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
fl
4-1
PLATES GRIP
MT20 2441190
MT20HS 187/143
Weight: 129 Ib FT = 10%F, 10%E
1iry
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Antboay i.lonbo 111, P.E. tapmdo(tioa CIAO lotunem: in eay lom, n prohibited wiMcot Me Nritlea peralissioa horn A -I tool basses - AatAony t.lonbo III, P.E.
Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
WRCLGICL9 FL05 Floor 4 1 A00112 9
Job Reference (optional)
0-1-8
2-6-0 1-6-72 1-3-0 2-3-12
Kun: ts.IZU s NOV 12 Zu1 7 runt 6.120 s Nov 12 2017 Milek Industries, Inc. Thu Mar 8 17:34:29 2018 Pagel
ID:yPUCgGfI_ZTgtoRCQb7?INaz2jnS-kbf4QRvtQ6pn_r94KRFRrG9S—vl KIK82lw6kb5zdwg8
1 1-7-8 -.1
2x4 11 4x4 = 4x4 = 3x4 II 4x10 = 4x4 = U6 FP-: 3x4 —
0 1 2 3 4 rid 6 7 8 9 10
d
33 /
k ,I
23 22 21 20
40 4x8 =
Plate Offsets (X,Y}- [2:0-1-8,
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017fTP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP No.2(flat) 'Except'
82: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
20 = 1635/0-3-8 (min. 0-1-8)
23 = 135/0-7-4 (min. 0-1-8)
14 = 1022/0-3-8 (min. 0-1-8)
Max Uplift
23 =-125(LC 4)
Max Grav
20 = 1637(LC 8)
23 = 299(LC 3)
14 = 1025(LC 7)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-318/485, 3-4=0/1021, 4-5=0/1023,
5-6=-2734/0, 6-7=-2734/0, 7-8=-3848/0,
8-9=-3848/0, 9-10=-3848/0,
10-11 =-3260/0, 11-12=-3260/0
BOT CHORD
22-23=-485/318, 21-22=-485/318,
20-21=-485/318, 19-20=0/1210,
18-19=0/1210, 17-18=0/3848,
16-17=0/3848, 15-16=0/3908,
14-15=0/1968
WEBS
2-23=-350/534, 3-20=-919/0,
12-14=-2160/0, 5-20=-2263/0,
12-15=0/1428, 5-18=0/1717, 6-18=-273/46,
10-15=-716/0, 7-18=-1330/0,
10-16=-358/425
19 18 17 16
3x6 FP= 4x4 --
4x8 =
19-9-12
dge], [13:0-1-8,Edge], [14 Edge,0-1-8),1-
1-8 0-0-12]
CSI. DEFL. in (loc) 1/defl L/d
TC 0.65 Vert(LL) 0.4315-16 546 360
BC 0.97 Vert(CT) 0.6115-16 384 240
WB 0.82 Horz(CT) 0.07 14 n/a n/a
Matrix-S
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) All plates are 1.5x4 MT20 unless otherwise
indicated.
3) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 125 lb uplift at
joint 23.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
400 =
11 12
15
4x8
0-,J-8
Dead Load Defl. = 3/16 in
14
4x8
0-2-0,Edge],
PLATES GRIP
MT20 244/190
Weight: 129 Ib FT = 10%F, 10%E
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P'erce, FL 34946 apyriihl
0 2016 A Rol Items. Anthony 1. combo III, P.E. Reproduction of thisdorunenL In not loan, it prohihded without the .Finn permission hom Ad loot Lesser' AnSM1ony 1.lamho III, P.I.
A0011270
NRCLG, CL9 FL06G
Al Roof Trusses, Fort Pierce, FL 34946,
1-3-0
FLOOR GIRDER
1
3x3 II
a24x6 = 1 1
1 1 1
1.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:29 2018 Page 1
ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-kbf4QRvtQ6pn_r94KRFRrG9Tjv7YIQs2lw6kb5zcwg8
1-2-4
3x4 — 4x6 -= 3x3 11
3 r 15114 4 3x4 = 171 5 14 6
3 3
e• e
it 10 9 84x4 = ---
4.4 = 1.5x4 II 1_Sx4 II
4x6
1:0-1-12
LOADING (psf) SPACING- 2 CSI. DEFL. in loc) I/defl Ud
TCLL 40.0 Plate Grip DOL
0
1.00 TC 0.60 Vert(LL) 0.07 10 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT) 0.09 10 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.02 7 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 = 904/0-6-14 (min. 0-1-8)
7 = 897/0-3-8 (min.0-1-8)
Max Grav
12 = 904(LC 1)
7 = 902(LC 4)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-13=-1914/0, 13-14=-1914/0,
3-14=-1914/0, 3-15=-2482/0,
15-16=-2482/0, 4-16=-2482/0,
4-17=-1830/0, 5-17=-1830/0
BOTCHORD
11-12=0/1277, 10-11=0/2482, 9-10=0/2482,
8-9=0/2482, 7-8=0/1176
WEBS
2-12=-1568/0, 2-11=0/813, 3-11=-724/22,
5-7=-1443/0, 5-8=0/805, 4-8=-824/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) 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) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 190
lb down and 178 lb up at 2-5-4, 135 lb down and 178 lb
up at 4-5-4, and 190 lb down and 178 lb up at 6-5-4,
and 192 lb down and 172 lb up at 8-5-4 on top chord.
The design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 7-12=-10, 1-6=-100
Concentrated Loads (lb)
Vert: 3=-114 13=-114 14=-110 15=-110 16=-114
17=-110 18=-117
4x6 =
PLATES GRIP
MT20 244/190
Weight: 53 lb FT = 10%F, 10%E
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Job truss TssTyrupe Qty Ply RYAN HOMES /LARGO v1--- - -
WRCLGICL9 FL07GE Floor Supported Gable 2 1 A0011271
Job Reference (optional
hi mvui i ruses, root nerve, rc rravo, uesrgn a4a rttuss.com Kun: u. izu s Nov 1z zu1 i runt. 11.1 zu s rvov 1 z zut i MI I ek Industries, Inc. Thu Mar 8 17:34:30 2018 Pagel
ID:hA3xRN 7kH8GY-sQsevncy2zOBnp-CnDSdnwVBPxec?kGt9ngOUhl2JcdUzfC WarH8Xzcwg7
0x8 Ox6
2x4 11 3x4 = 2x4 II
1 2 3 4 5 6 7 8 9 10 11 12 13
1 30 t? ST1 ST1 ST1 STt ST1 V1 W2- ST1 STi ST1 ST1 ST1
qf29 '
1: RRIERAR
26 25 24 23 22 21 20 19 18 17 16 15 14
2x4 3x4 -- 2x4
16-1-0
16-1-0
mate urrsetslx r1-„-11 u -a,tdge111a q t-a tage)lr:y_t-O--0-1z1,.12s:o-1-8,0-0-1zj_--
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 14 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S
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
purtins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 16-1-0.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
26, 14. 25, 24, 23, 22, 21, 20, 19, 18.
17, 16, 15
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) 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 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 72 lb FT = 10%F, 10%E
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EOt; Dlerce, FL 34946
G, CL9 FL08
f Trusses, Fort Pierce, FL 349r
0-1-8
H I
4x8 =
Truss Type Ply RYAN HOMES / LARGO V1
Floor A4 1
A0011272
Job Reference optionaj
1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:30 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-CnDSdnwVBPxec?kGt9ngOUhdIJNBUsQCWarH8Xzcwg 7
Plate Offsets (X,Y)-- [2:0-3-12,tdgel, [4:0-1-8,tdgej
0-0-1 21, [1 7 _o_i -8,0-a
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017(rP12014
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 2-2-0 oc bracing.
REACTIONS. (lb/size)
9 = 861/0-3-8 (min.0-1-8)
14 = 867/0-7-4 (min.0-1-8)
Max Grav
9 = 861(LC 1)
14 = 867(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2519/0, 3-4=-2519/0, 4-5=-2791/0,
5-6=-2536/0, 6-7=-2536/0
BOT CHORD
13-14=0/1578, 12-13=0/2791,
11-12=0/2791, 10-11=012791, 9-10=011607 WEBS 7-
9=-
1763/0, 2-14=-1744/0, 7-10=0/1027, 2-13=
0/1041, 5-10=-589/31, 4-13=-603/16 NOTES- 1)
Unbalanced
floor live loads have been considered for this design.
2) 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 i
1-
6-0 -1 I-- 2-1-
0 — 1 1- 1-6-
0 1.5x4
II 4x4 = 4x4 1.5x4 11 3 4
5 6 T1-—-._............. — — 13
12
11 10 3x8 = 1.
5x4 II 1.5x4 II U8 = 16-1-
0 16-1-
0 1-8,
Edgel, [7:0-3-12.Edge], [8:0-1-8,Edge], [9:Edge,0-1-8], [10:0-24 CSI. DEFL.
in (loc) I/deft L/d TC 0.
58 Vert(LL)-0.1810-11 >999 360 BC 1.
00 Vert(CT)-0.2510-11 >770 240 WB 0.
50 Horz(CT) 0.05 9 n/a n/a Matrix-S
3118 7
011T8
Dead
Load
Dell. = 1/16 in 20 II
1.5x4 .-
8 0
17
v
4x8
113:
0-
3-12,tagel, 114:tdge,U-1 PLATES GRIP
MT20 244/
190 Weight: 81
lb FT = 10%F, 10%E 1Kmq PomemMrgNf
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Job Truss Truss Type Q1Y P1v RYAN HOMES /LARGO V1
WRCLGICL9 FL09 Floor 10 1 A0011273
Job Refermoe(optional)
r.wt nw,w, uta rtcr - r.r.v, UC,I(Il tl IOUSS.I:UfT1 Run: 8. 120 s rvov 1z zui r Print: 8.i20 s Nov 12 201 / MI Iek Industries, Inc. Thu Mar 8 17:34:31 2018 Page 1
I D:hA3xR N 7kH 8GY_sQsevncy2zOBnp-g_nq r7x 7yi 3 V E9JTRs Ivwh EotijJ DJtLI E bggzzcwg6
0-1-8
H I -.._...._._... 2'6'4- - ...._I I -- 1-6 2-2-_0_ — ...... 1-3-0--
1
Dead Load Defl. = 1/16 in
1.5x4 II
1.5x4 = 3x8 = 1.5x4 11 30 = 3x3 — 1.5x4 11 3x8 = 1.5x4 If
0
1 2 3 4 5 6 7 8
16
2 At c
13 12 11 10 9
3x6 = 3x8 = 1.5x4 11 1.5x4 11 3x8 _= 3x6 --
Plate Offsets
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TPI2014
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
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 1-4-12 oc bracing.
REACTIONS. (lb/size)
9 = 855/Mechanical
14 = 855/0-7-4 (min. 0-1-8)
Max Grav
9 = 855(LC 1)
14 = 855(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2468/0, 3-4=-2468/0, 4-5=-2707/0,
5-6=-2463/0, 6-7=-2463/0
BOT CHORD
13-14=0/1551, 12-13=0/2707,
11-12=0/2707, 10-11=0/2707, 9-10=0/1552
WEBS
7-9=-1716/0, 2-14=-1715/0, 7-10=0/1007,
2-13=0/1014, 5-10=-595/28, 4-13=-570/31
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) 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.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
E
15-9-8
15-9-A
CSI. DEFL. in (loc) I/deft Ud
TC 0.62 Vert(LL) 0.1812-13 999 360
BC 1.00 Vert(CT) 0.2412-13 763 240
WB 0.48 Horz(CT) 0.05 9 n/a n/a
Matrix-S
PLATES GRIP
MT20 244/190
Weight: 79 lb FT = 10%F, 10%E
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Pierre. Fl.34946
Job Truss -- - Truss —Type------ Qty Plv RYAN HOMES /LARGO v1
WRCLC11CL9 FL10 Floor 3 1
A0011274
Job Reference optional)____
Al Roof Trusses, Fort Pierce, FL 34946, designgaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:31 2018 Page 1
ID:yPUCgGfLZTgtoRCQb7?INaz2jnS-g ngr7x7yj3VE9JTRslvwhEINit4DNrLIEbggzzcwg6
0-1-8
t14sq-11 1-5-0----_23>4_- 2-6_0 8 3x3II
3x4 = 3x6
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/deft L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.00 5 "" 360
TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) 0.05 4-5 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 4 n/a n/a
BCDL 5.0 Code FBC20171TP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP No.2(8at)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
4 = 659/0-3-8 (min.0-1-8)
5 = 735/0-7-4 (min.0-1-8)
Max Grav
4 = 659(LC 1)
5 = 735(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-4=-299/0
BOT CHORD
4-5=0/736
WEBS
2-4=-810/0, 2-5=-951/0
NOTES-
1) 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.
2) CAUTION, Do not erect truss backwards.
3) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 4-5=-10, 1-8=-350(F=-250), 3-8=-100
PLATES GRIP
MT20 244/190
Weight: 25 lb FT = 10%F, 10%E
seuyM a mreY,
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od .flen tr4
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ursnWhe:edrul qed qx n.nnry 1. dl yrnx mM.el rr rmsCeuR fquem!rni'r ae Wray henpn.0 l.e.sSnne tepw kwr wley IA q,gl'.IN or'0.: uralkee/nM1 i-ort Pierce, FL 34946 opyriRM0t01hAIRcel
busses Anlhonyl.lombolll,p.f. Reprodortion of this dotumea6 is coy form, is prohibited"inccur the"rineo permission hom A I Roof Times- A41honyl.lomholl1J.1.
Job Truss Truss Type Qty Ply RYAN HOMES /LARGO v1
WRCLG1CL9 FL11 Floor 3 1
A0011275
Job Reference optional
IF
10
rtun: G. IcO s NOV 1c ZO I a rnnt: a. 1ZU 5 NOV lz 20i / MI (ek industries, Inc. I hu Mar 8 1 /:34:32 2018 Pagel
I0:hA3xRN7kH8GY_sQsevncy2zOBnp-8ALC2Tymj1 BMrJuf?ap8Tvn5a6Hkys_V_uKOCQzawg5
0-1-8 3x3 = 5x6 —
1-1-0 _31f5x4 II 4 5 104-01 30 =
0-
4-0 ' Plate
Offsets ,(X,Y)_[1_Edge,0-0.12 5:0-1-2,Edge)..[10:0180_0-1PA_ LOADING(
psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) 0.02 6 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) 0.03 6 999 240 BCLL
0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL
5.0 Code FBC2017ITP12014 Matrix-S Weight: 24 lb FT = 10%F, 10%E LUMBER -
TOP
CHORD 2x4 SP No2(flat) BOT
CHORD 2x4 SP No.2(flat) WEBS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-5-0 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 5 =
214/0-3-8 (min.0-1-8) 9 =
214/0-6-14 (min. 0-1-8) Max
Grav 5 =
214(LC 1) 9 =
214(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Unbalanced floor live loads have been considered for this
design. 2)
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)
Gap between inside of top chord bearing and first diagonal
or vertical web shall not exceed 0.500in. 4)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
ti .-
I lk M+.ryN. tr•n. n1'1 00 117s>ii l'i(iIEC, 6FAl11; Uri t ('et111G5 (all)N inl n,;1',iJSYtA' Me. 4-4,kap paeans W rtel m—N, i•n:1r!¢ xmp llFS'; W M LIU, I Isom.I f.Illae:e Yn N:4 a n: San: aw.ru qaN ro M T" uY a@I
tMaR9f INR W. b atal M M n0 h M Md. i! 1 Y! Bf I .a MM. t 1 K ant fIpMIN; M >ral N m! IOA illr!!Mit Y Mtapaa:e II M Iraleuaul lapyet'rp R!pptlnnY'I' M kt }R a M spt I !.t ka:,9N at M Iml Mn. Wa IRI. 'N NS:Ia nilgMl Illaa3 (a1NIN!. sanaNMr as
W ltes tr IarnyisM.apal000N 9—IND—vft!k Wo a' M M16q k'"r e M Mra a N KU NX*J 6, 6,W {:W and IRI'h 4pr!a a1Ml lw? MH and T.u"—at ea M:v'ru tmu*.W Nip NMny»uNhaf Qfi:
hOf1'(T. TQrisCoi1(, a.E. WMtnk^
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Pierce, FL ',4946 Qpr*
i,M SJ 2016 AI foel6asses Amkanp L iomho IIh F.E. Repmdanioe of An Jo<unen4 inap Zorn, is proAihBed withoal Mt rrilten pe!mission hom AI Root Lasses Who., 1. inmho III, p.[.
Job Truss
j
Truss Type — Qb Ply RYAN HOMES / LARGO v1
WRCLGICL9 FL12GE GABLE 1 1
A0011276
Job Reference optional)
Al Root trusses, tort fierce, rL 3494b, oeslgn(galtruss.com
1 2
10
9
1.4-0
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:32 2018 Page 1
1 D: hA3xRN7kH8GY_sQsevncy2zOBnp-8ALC2Tymj 1 BMrJuf?ap8Tvn5B612ytAV_uKOCQzcwg5
3 4
6 7 6 5
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-R
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-1-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 4-1-0.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
8, 5, 7, 6
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 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
0
12
c
PLATES GRIP
MT20 244/190
Weight: 20 lb FT = 10%F, 10%E
4 N"iS NgM,:N .Ik A 10F llml !;"Si' (Y';.R0.111 Has tiJerolt5:Vsto*"trtr hR3f[l?WV(rsaW. 1rtkcyeWMnsNnt wmt'msDe.ip bniq,",Op: d1. kh.! IMM R.I i lo—, ikel W.,.u. MW' 4.."f Met M h IX W! With,rtM
lhwl SNh 1-4*1I:r-hN ,Mil. 2: 1e,41 pfIR (e1BN111 IIe:iMn :Rpittl.IN IWmP(r t1'elM±mH:lllm(lMew tMnwWe,gewNAry tRSpnciNN.W MNtIp dMe L9gl 44pV!Nmh196 W, Mtt ;x iN Nfhh lttotx: 5 \NR, .IOffiM.i. !wip,hh Anthony T. Tombo III, P.E. W e:
rMn:i WtN h"'6+1u4t ltl.tn,l<!iW-w.WU N iMIM 2NgWa#el"JpCtlnpx.M YRePYMM'.MIE,wIM'mMMN1p-Nt a1.N.tN gpx.I M'Ni`O tKn hMi eam(m,,.M6y r q un.pww«wwN«iy lMaNa.e:twtn kiM tflnp83 et 1.
4q&chew W.WtMw. UI Nh: NMa elit tN Me MI`a W v-4%. h l4aynm SM41•W-+ .V14itNI h IM W We wt inter Ik ltwe0r tM. Mm,1k.e,wtu I Nt M Mn d ttni.h;'.!,nt b.,,r I.— a/;i.s, Nxd.t—a ln, e9w.:u
Murzlhe(Nhxl hreN hcan. ±iegh M:pHwt q.M!N. N bn. br,y Eyeto ii o2 ht tNlolQapw.w ,ete Snkr GpawMm hNMq. tb thmli,N h+w: we tt Wwe rjp.I. ole. LJCIC Fart $.; .Pierre,
FL 304 34946 appigt -
tglb A i Reol Gruec ibtliny r. Iombe III. P4. Repiobnioe al (his dmomeol 'Ant lom,,, p ohiliod xdlinl the written pmmissloe hom A I Rool bean Aalhooq I.Iombo iil: R.t.
WRCLGICL9 IHJ2A
RYAN HOMES /
Diagonal Hip Girder 12 A0011277
Al Roof 46, ---- - design@aitruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar- 8 17:34:23 201-- 8 Page 1
ID:hA3xRN7kH8GY SOsevncy2zOBnp-cMvbGpzOUKJDMrZHKN?6JFyWcnhKueDY4xkszcwg4
I - ._.._.... --t50 - ---3 5 11
I1-5-0 3-5-11
3x4 =
3-5-11
3-5-11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.14 Vert(LL) 0.01 4-7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 13 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 3-5-11 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide._
REACTIONS. (lb/size)
3 = 80/Mechanical
2 = 243/0-10-15 (min. 0-1-8)
4 = 42/Mechanical
Max Horz
2 = 70(LC 4)
Max Uplift
3 = 45(LC 8)
2 = 135(LC 4)
Max Grav
3 = 80(LC 1)
2 = 243(LC 1)
4 = 58(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 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 2-0-0 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 45 lb uplift at joint
3 and 135 lb uplift at joint 2.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 8 lb
down and 7 lb up at 1-4-9, and 8 lb down and 7 lb up
at 1-4-9 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 (plo
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 8=-7(F=-3, 8=-3)
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gtnlf ll,ed'In 1pM aq lMty lr din'N41gntN. lk lnit:kl jn lya,NlI OCTMtuial rttR,,,,n 1,1.45}'1!,a iymgrdmf gdSy Ili at:aN was nenldaNnlN1. 4451 $t. Lucie Blvd. Fort
P'erce, FL 34946 npnipht
ll 2016 RI toll Ilettes Rmhanp 1. tomho IIL L(. Reproduction of dh docunem, in may torn, is prohibited widlN the nines permission bon A -I goof Gasses Anlhotr 1. hmho Ill, P.E.
P---Job
WRCLGe1CL9 HJ3A
Truss Type
Diagonal Hip Girder
Qty Plv
1
RYAN HOMES LARGO v1
1
A0011278
Job Reference optio_na1)__
At Roof Trusses, Fort Pierce, FL 34946, design(galtruss.com Hun: tl.lzu s NOV Iz zui y vnnu MIM s NOVI-' -ui i Mt lex mausines, Inc. I nu Mar a I i:.A:.so zu Ia rage I ID:
hA3xRN7kH8GY_sQsevncy2zOBnp-cMvbGpzOUKJDTTTr2HKN?6JEmWbmhKueDY4xkszcwg4 I- -
1-
5-0 --4-2-3 { 1-
5-0 4-2-3 U4 --
4-
2-3 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL
20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 4-7 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 4-7 999 240 BCLL
0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL
10.0 Code 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 4-2-3 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizers and require in]
crossbracingbeinstalledduringtrusserection, accordance
with Stabilizer Installation guide_, REACTIONS. (
lb/size) 3 =
100/Mechanical 2 =
269/0-10-15 (min. 0-1-8) 4 =
52/Mechanical Max
Horz 2 =
79(LC 4) Max
Uplift 3 =
63(LC 4) 2 =
196(LC 4) 4 =
42(LC 5) Max
Grav 3 =
100(LC 1) 2 =
269(LC 1) 4 =
72(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat.
It; 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 63 lb uplift at joint 3,
196 lb uplift at joint 2 and 42 lb uplift at joint 4. 6)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 49 lb
down and 7 lb up at 14-9, and 49 lb down and 7 lb up
at 1-4-9 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 (pM Vert:
1-3=-60, 4-5=-20 Concentrated
Loads (lb) Vert:
8=-7(F=-3, B=-3) PLATES
GRIP MT20
244/190 Weight:
15 lb FT = 10% iNNp
IWUANo9W!rnww n14,I:yGE trr]SES"ititfCi 6(A;Ii; tFINS OC:rvOm e4 nS16N kTl';A.iltlr;iP;AtfA^M41e:'dr;4]yr PNaNm W,.Iw.Nb;l!n]k]:p Aen¢lw,. eldwylt.u""E.E.kl...Aee:»M,n, tldeS:aM w:e wN Nile lOD. un IOIk;
N vyIIW]NA'*.A 1. ne 100k k-.1t is, 7-leN¢I EIpNw 1. P:'iAh ElyrleN 1l Md NNr NC lPlIW4NNilPi:lMne PA3111lW rp e'ut ]!t¢NNNIp/'{'M1lt i Nlk sNp l•n{ 6*10. It, 1008Ar. WN KI llk rNtlNt. NlUy NidM:,SMNINy Anthony T. Tombo ill, P.E. n
MneAMtles]kln twlM1yi]hIN]PINMIn.dRe 9axl. n10wNr:ewN.. NIPIIwlk lwllgO OetgN=. ikmoAMIK%A'sWro W* "fskNetxl It RNNIz80083 AN!`001.iN. hdl vdMlm]W:INy +]R. tale-tMAw reMNq Mk&+]yNVW+Sd III R+Oa¢
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Nt pod wlw Wnnph Al¢wnN moHk. Iklna 5up[" l] IV;k 1.Aq h; J-I ss si". iq-A•1 din An rektAaN W+NS atn lltoNNlMI Fort P'.erce, FL 34946 opysiihI020161IReollmses Aolhooyl.lom6o
IILP.1. Roplofuniot oElRis loronent in ay loin, 5s prohibikd without the Willson permission hom At tool lresses AnthonyLlanEo III, P.E.
1rU55 Truss rype Qty Ply
RYAN
HOMES / LARGO v1
WRCLGICL9 HJ6 Diagonal Hip Girder 2 1 A0011279
b Reference (optional)__ Al Roo( Trusses, Fort Pierce, FL 34946, design@attruss.com Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:34 2018 Page 1
ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-5ZTzT9zOFeR45d226?rcYKsLJwvNQn8nRCpVHlztwg3
7-8-9
2.83 12
10
m
Defl. = 1/8 in
at
12 13 q
3x4
3 1 —— 7-8-9
3 --.. 74-12 I
LOADING psf) SPACING- 2-0-0 CST. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.25 4-9 366 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.24 4-9 377 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 26 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SIP M 30
BOT CHORD 2x4 SIP M 31
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
3 = 195/Mechanical
4 = 112/Mechanical
2 = 435/0-4-15 min. 0-1-8)
Max Horz
2 = 100(LC 4)
Max Uplift
3 = 127(LC 4)
4 = 93(LC 5)
2 = 308(LC 4)
Max Grav
3 = 195(LC 1)
4 = 143(LC 3)
2 = 435(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);
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 127 lb uplift at
joint 3, 93 lb uplift at joint 4 and 308 lb uplift at joint 2.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 18
lb down and 18 lb up at 2-1-0, 18 lb down and 18 lb
up at 2-1-0, and 44 lb down and 59 lb up at 4-10-15,
and 44 lb down and 59 lb up at 4-10-15 on top chord,
and 3 lb down and 20 lb up at 2-1-0, 3 lb down and 20
lb up at 2-1-0, and 23 lb down and 55 lb up at
4-10-15, and 23 lb down and 55 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: 11=-8(F=-4, 13=4) 12=-5(F=-2, B=-2)
13=-32(F=-16, B=-16)
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topyriRAl92DIhA-IReolMusses Anthony 1.lomhoill.P.E. ReprohmssoofthisJammeni.manyIota,isprohihitedwithoutshe weinenpermission from A -I Roof bosses Anthony 1.lomhuill,P.E. Fort P-
erce, FL 34946
Job Truss Truss Type Oty Ply RYAN HOMES / LARGO v1
WRCLG,ICL9 HP Diagonal Hip Girder 5 1
A0011280
Job Reference (optionalL_-„___...._.___..
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. Thu Mar 8 17:34:35 2018 Page 1
ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-ZI1 LhV_eOyZximdEgiMr5XPVzKBL99VxgsZ2pkzcwg2
1-5-0 4-11-0 9-10-1
1-5-00 4-11-0 4-11-0 —
3x6 11 1.5x4 II 3x4 =6
9-10-1
4-11-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lid 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 No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
5 = 155/Mechanical
2 = 468/0-4-9 (min. 0-1-8)
6 = 323/Mechanical
Max Horz
2 = 169(LC 22)
Max Uplift
5 = 78(LC 4)
2 = 232(LC 4)
6 = 68(LC 8)
Max Grav
5 = 155(LC 1)
2 = 468(LC 1)
6 = 323(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-269/66, 3-13=-755/158,
4-13=-699/165
BOT CHORD
2-15=-257/697, 15-16=-257/697,
8-16=-257/697, 8-17=-257/697,
7-17=-257/697
WEBS
4-8=0/255, 4-7=-749/276
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 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 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)
Aeaaq
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V 2016 A I toot Dosses AnskonyLlombollO.I, teptodeoioe of this Aotumeatm oay term, is ptohihited withoottht written ptronsioo hoe A -I toot 6estet- Antkonyl.lomkollLP.l.
Job Truss Truss Type Qty ir RYAN HOMES / LARGO V1
WRCLG1CL9 J2A Jack -Open 4 1 A0011281
Jqb 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. Thu Mar 8 17:34:36 2018 Page 1
ID:hA3xRN7kH8GY-sQsevncy2zOBnp-1 xajur?GnFhoKwCQEQt4dlxnzjfluhe4vWlbLBzcwg1
1-0 0- 2-6-0 —
1-0-0 2-6-0 --
3x4 =
2-6-0
LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 10 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 2-6-0 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)
3 = 56/Mechanical
2 = 170/0-8-0 (min. 0-1-8)
4 - 29/Mechanical
Max Horz
2 = 58(LC 12)
Max Uplift
3 = 34(LC 12)
2 = 60(LC 8)
Max Grav
3 = 56(LC 1)
2 = 170(LC 1)
4 = 42(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;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 34 lb uplift at joint
3 and 60 lb uplift at joint 2.
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udn iris q e.1+Migitn! npRvNla,dneB+aa.hQantMN NgldutNlalNgNripr aAltrnrtdtrltl.MS:rlMixd/aNn}!tNWf141. TIN g0RtdlN hhMtnAda udntinn MtNghxEatswor-nMl"NoWma! :NM np wi3O S SOQ83 nl4Mrp3n:
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St. Lucie Blvd. Fort
P.erce, FL 34946 fopari'
ht0tD10 A Roof 6ussesAmhooy 1. lomha ill. P.E. Reproduction of this lo(ament, its aay form, is prohihitld•iMounhe vutteo permission hom AI toot Tic uesAathony r. iamho ill, P.l.
Job Truss Truss Type Oty Plv RYAN HOMES / LARGO v1
WRCLQ1 CL9 J2C Jack -Open 6 1
A0011282
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12Y017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:36 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-1 xajur?GnFhoKwCQEQt4dlxnajfYuhe4vWlbLBzcwg1
1-0-0 --__-- 2-6-0
0- 10 2-6-0 —
r_-
3x4 = 1.5x4 11
2-6-0 I2-6-0
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 8 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 4 n/a n/a
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
WEBS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-6-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-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 = 164/0-8-0 (min. 0-1-8)
4 = 603/Mechanical
Max Horz
2 = 75(LC 9)
Max Uplift
2 = 75(LC 8)
Max Grav
2 = 164(LC 1)
4 = 603(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
34=-580/0
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=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) ` 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 75 lb uplift at
joint 2.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-6=-20
Concentrated Loads (lb)
Vert: 3=-525
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Ni:etmw;x Upes tbd ie nd!a M.bin MrdN as I Gfw±apima t. 4a*.. `spew qe fei •. sr ig Mt :rks a+rapa KMMtnf,wfyaesteg et{aseSmW Mksgatlne ;ap »ff kp:vawme l>0 sd.. Ma!n ik Rsytn»:rw: bNnl:varirs. no.+h Anthony T. Tumt-0 Ili, P.E.
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Job -----
WRCLGICL9
Truss --
J3A
Truss Type
Jack -Open
Qty
3
Ply
1
RYAN HOMES / LARGO v1
A0011283
Job Reference {optional)
Ai Roof trusses, Fort Pierce, Ft_ 34a46, aesignLal truss.com Hun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:37 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-V8855AOuYZpfy4mdo7PJAyUxu7z9d7uE7A29tdzLwvgO
1-0-3-0-0
1-000 300
3x4 =
3-0-0 _.._.. -
Plate OffsetsLX Y L2:0-0-10,Ed e
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 0.14 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 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 -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, In
accordance with Stabilizer Installation quide.
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 = 103(LC 8)
4 = 31(LC 9)
Max Grav
3 = 71(LC 1)
2 = 188(LC 1)
4 = 52(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.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 43 lb uplift at
joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4.
LOAD CASE(S)
Standard
scup-M1:elxayYSrr•¢e rk'A110r. ItrSi:S'i[tlft 091, MA 10"1lios r]`,Iull it7r; l tr_WP.EYrlEr I."I'll Sup yaendns W nor Wn r la;lnr!8e:f>3,-4;frV rrl Ae Adorr i txor'r;.ttMore..Sowreor'e ese. wes!der••ue noel n A. 111,.1
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Fort P'erce, FL 34946
rpytiRAt ItRIQAIRoofhasus AnAoryl,lom6o111,P.E. HeprodroioorhMisdoronem,inany form, isprolihBeduithwtMeurineopermission hoeAIRoof irrssesAnlAorrLlomEoIII,P.E.
fJob
L
WRCLG,1 CL9
Truss
J6
Truss Type Q1y Pb RYAN HOMES /LARGO v1
Jack -Open 3 1
A0011284
n Job Reference optional
Al Roof Trusses, Fort Pierce, FL 34946, design c§al truss.com
1-0-0
3x4
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:37 2018 Page 1
ID: hA3xRN 7kH8GY_sQsevncy2zOBnp-V8855AOuY2pfy4mdo7PJAyUgw7lVd7u E7A29tdzcwg0
3 5-6-0
Plate Offsets
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.16 4-7 >397 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.14 4-7 >470 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 19 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 5-6-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required _
cross bracing be installed during truss erection, In
accordance with Stabilizer Installation guide. _
REACTIONS. (lb/size)
3 = 140/Mechanical
4 = 72/Mechanical
2 = 283/0-3-8 (min. 0-1-8)
Max Horz
2 = 100(LC 8)
Max Uplift
3 = 92(LC 8)
4 = 61(LC 8)
2 = 190(LC 8)
Max Grav
3 = 140(LC 1)
4 = 99(LC 3)
2 = 283(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & 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 92 lb uplift at
joint 3, 61 lb uplift at joint 4 and 190 lb uplift at joint 2.
LOAD CASE(S)
Standard
tNruy
rMtr MrNN. re•ax h'41 eJC: IIaSs3 "it:lEip 6ff;ti: rffYS t (fiM11CIS fdst N. st4l ;1;II1CFtEY;NfX Iwe. yetih kulr Mraum W red extt m n+t n: )r: krxl([P W M iMmt 1 IeNe P, ri. hluexe Ytr »a,e e+r tlrN+: rM.nr pall/ x Ik IOP. arr
Ihtry camxyi4:ilnNuNMM1PONMrrP1.4: urns Aezipirlaenpe.. Seeaar Eyirr;Muduen lPa npneu+M ttpn:eNlYpxn+iwN rgsn nl o+rwuNlarA pr hs paNes eln:+ery nNwar NP mh Ma lNl lr ertiNensropw.. helx}ewmw:. +nllNlm Anthony T. Tombo H1, P.E.
Wr,edn:.+l ns4wlulpgisMusNrul+mrax9.eu.lk4«oeisrmen?N e1W1!'IAr Mlgy Peep^.ePe;ruengror NL..ArN:WMMo lmagN w:RI.'Ae iK rrr NrDAWen kNsdMr ln++..a:IreM Amd'xMa syr. a+haaxrWMHagtW k Poe n:µassA:l.Od :80083
OetwtRPnNwMfon:eM^.fi:wm r!x:MIPPWMyrwpnWpdJih+nnrMAgq(relaenSMryMm1(Np11+M1NIpWW}wr,dp,r:MynmIrJaaelF•Ik}wsWe+µmgamr+rbOrw+Yfel:n:[ru*er.l.n+ksy.+iywaalfns;MxM?ur»+; 4451St. Lucie Blvd. Mx+
lu kPeq lr 6;tltM gWrrrru rrMhl. dlrnwinrhel. Ik lu:s resyeterywrn t4l All toNq ies:panles snM irprx e`. aN MAAy Ali qru rt<N:ss ar os ldaNURsr Fort Pierce, FL 34946 epytilhs®
2016A-I Roof[losses-Whooyl.lomha Ill, P.E. tepmdoufonofdisdemnem,Ioallyform,isprahihiledwithoutthe .60topermissionhem At Roof Tresses -Anhonyl.lombolll,liJ.
WRCLG1 CL9 1 J7 Jack -Open
Qry Ply RYAN HOMES /
10 1 A0011285
Al Roof Trusses, Fort
Plate
truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 1
ID: hA3xRN 7kH8GY_SOsevncy2zOBnp-zKiUJ WOXJtxWZELpLgwYiAt w4XE
i1-0-0—i--........—._—... ..._. 7
1 0 0 7-0-0
5x6 11 5
LOADING (psf) I SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.21 5-8 394 360
TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.21 5-8 393 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 nla n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. (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
2-3=-618/107
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; 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) 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
Dead Load Defl. = 1/8 in
PLATES GRIP
MT20 244/190
Weight: 26 lb FT = 10%
it@ptle@uMr@gm±rnna ttt'ai 13r IIYii`,S'ii;lf%hrA;ll: tiWSa(:aGlli7d(itijki kRl;iteACV,;DWN-hcreldrkua@Inrndn@xl n@I xNxx N!mk:p3a.t4: and Na1d11g1 Iui@'.e1 Ifirwr!M+iri fse AdusdM nu ddMx5e IN ma
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d d4si.nsi Mlliq it W,op Mla. Oft 9w 14U exr xnr,w qea a' tm lxxlq Dexaer nl9;rmndlx lk. al LL; al d<Wdl!.dny:Ne m@Ittl 76.w.oa d t.W.W x± and 0%,! : n:iw ar e.."NU. WMxye WH xary galc4:+±d
Anthony T. Tombo'11, P.E.
gamm y., q a 80083M{ nut tff'It lnl (.'RIp4! u!xn ttx!xM1h0 Ml lal prawn miNnldn:rdge lxthq(xanam Sdrn la.4 amx,IXJ;awnlNHIq N41(l mrrfMeMe$M panel @M@me IFlpixi e rtlxt:ht@nt @@1 elan l'41. ,hrnM@r. iwl k@:fP;glMn xl ln:YM@R!M.xnti
@Senx ldaMha:xe@n @peN ry@@nrrreq l±d!tx±et xadni 1k lnsl Ceur@:@pxfr a ll'l pe lrNary h;pn.x l.s SfY`+o!gxxrdmr wimp AI'r9!adale Yrns afxk4dnlitl 4451 St. Lucie Blvd. Zt bpnilht 0 7016 A I Root busses Amboy 1. tomb@ 111,1.I. Reptodu(tioN of dis dommen4 is a@y torn, is ptolibited without the .'rhea petmissioa ham A I Roof itmses Aathoay t. tomb. III, R.L
Fort Pierce. FL 34946
Truss Truss Type Qb— PAY - RYAN HOMES / LARGO V1
WRCLG,ICL9 J7C Jack-Partial 5 1 A0011286
Job
ReferenceLptional Al Roof
Trusses, Fort Pierce, FL 34946, designQal truss.com 4x6- Run:
8.
120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:39 2018 Page 1 ID:hA3xRN7kH8GY_
sQsevncy2zOBnp-RWGsWs 194A3NBOw7vYRnFNZAvxZB51 OXbUXGyWzcwg_ 7-6-
0 Dead Load
Defi. = 1/8 in Plate offsecs[
t _o o-o aon LOADING (psf)
SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.
0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.23 3-6 >395 360 MT20 244/190 TCDL 10.
0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.26 3-6 >341 240 BCLL 0.
0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.
0 Code FBC2017/TPI2014 Matrix -MP Weight: 23 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 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) 1 = 297/
0-3-8 (min.0-1-8) 2 = 201/
Mechanical 3 = 97/
Mechanical Max Horz
1 = 150(
LC 12) Max Uplift
1 = 71(
LC 12) 2 = 145(
LC 12) Max Grav
I = 297(
LC 1) 2 = 201(
LC 1) 3 = 140(
LC 3) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- 1)
Wind:
ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph;
TCDL=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 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 71 lb uplift at joint 1
and 145 lb uplift at joint 2. LOAD CASE(
S) Standard 1Yr+
ag
Emse latgd! not• to 'A I VV nmSStS ;Wii•'r alliill. rirdS t (- mNELmI Pes1Jd ETl ; .INer,;"3 dtr tar. famr ttop Panda! W net nn a sna I•,!! Ats:p Isn %lJ ; W In Adw( I hra w. f 1. tdant Seas arve nt Odess ow.." ddd a 14 R m:P dflet;aa+
a Pan sbhxeutMme tOpha.dd. kio`tOAnthony T. Tombo ill, P.E. W twd is
t• sar .1 Won "to." iwftdto 0— tk0•wise+>iik ynalm Ile Ouipe.,wwwodtdlk% r mt de Nrdrk l'legaen. d It. ADW At! kw ne d M t—, 0.6.1 ue,sa; gt.lahllmtt mt kmmP!M' Noini'—vo 0 r80Q63 al Artap Dn pe
W[ered A[ as se.nmde IDP W la raait!mt rmabnsd&IIW*gt."000W't,#:aunm KA`pilaW4M WSEAae:daeemthpexe plw.4451 St. Lucie Blvd. tlla.ld ldaN It
e.n:mt ePleN eMarllM1g /. ill paa mdrN. Ik has L4lrmi wnr+OCl ».e td'M se!: .xl+..sick.' rof"l EI!p ld H tie: asmletwNnnle. g P t'« + WFortP'.erce, FL 34946 Coppit61 V1016 A I
Roof Gorses Am6onyLiomho ill. P.E. Reprodanion of tAis iocomenl.inmmyfum, is ptobilided witfcul thtwunem permission hoot A I toot Times Amihonyt.lombollLP.1.
Type LARGO v1
WRCLG1CL9 M7G
Al Roof Trusses, Fort Pierce, FL
Plate Offsets
Jack -Closed Girder A0011287
truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:40 2018 Page 1
ID:hA3xRN7kH8GY sQsevncy2zOBnp-vjgEkC2ngUBEpYVBTFy0ob6SWLoCqKbgq8GpTy2cwfz
f—
3-6- 7-0-0........ - {
3-6-0 3-6-0
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No-3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-9 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-9-13 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
1 = 1480/0-3-8 (min.0-1-12)
4 = 1564/Mechanical
Max Horz
1 = 138(LC 23)
Max Uplift
1 = 422(LC 8)
4 = 523(LC 8)
Max Grav
1 = 1480(LC 1)
4 = 1564(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-2109/592
BOT CHORD
1-9=-643/1912, 5-9=-643/1912,
5-10=-643/1912, 4-10=-643/1912
WEBS
2-5=427/1579, 2-4=-2152f724
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
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.
1.5x4 II
3
6x6 =
JUS26
3x10 II JUS26 44 -
JUS26
CSI DEFL. in floc) I/defl L/d PLATES GRIP
TC 0.18 Vert(LL) 0.03 4-5 999 360 MT20 244/190
BC 0.95 Vert(CT) 0.05 4-5 999 240
WB 0.64 Horz(CT) 0.01 4 n/a n/a
Matrix -MP Weight: 40 lb FT = 10%
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 422 lb uplift at
joint 1 and 523 lb uplift at joint 4.
6) Use USP JUS26 (With 10d nails into Girder & 10d
nails into Truss) or equivalent spaced at 2-0-0 oc max.
starting at 1-6-12 from the left end to 5-6-12 to connect
truss(es) B02 (1 ply 2x4 SP), B04 (1 ply 2x4 SP) to
front face of bottom chord.
7) Fill all nail holes where hanger is in contact with
lumber.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-6=-20
Concentrated Loads (lb)
Vert: 5=-832(F) 9=-832(F) 10=-832(F)
dPPp Path--0 :Her•IM'I i[ of N`Sts:. :i:1 %1G1(INit AORt,; MICk;'MiR-A(CAJkifpEM;li'rw 1.6il"tp P.."; M'.4 me,. kt his W:4. b-, i elitil t.! 4.10r.. P:. IthnuSL .W., q. Weil ahantl
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Milt, 114M qe bhMrat; t«IMaP w ta
aaY ,Or :
nr.
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tPaaenY.St,rthN.ay €
pxIhwaM
w,
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FaaeWxhaNl:
ta1/<WNxP,.aPIrHibbxMNtrynJ. tMhelat M IncxuhF..ev ad
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Wr.4`.INV-$ WillMauitleW 11tk1-10 0th, IN
WIN-14 ng4451 $C Lucie Blvd. Z Anthony I. lomha III. P.E. Repodrnion el this dorvment. ih aeg lolls; s prohibited without the wldfec permiuioe Iron R
I Rcol buster Anthonyl.loxbo III. P.F.
lob ---
WRCLGJCL9
Truss Truss Type Qty Ply RYAN HOMES / LARGO vl
A0011288
VO4 Valley 1 1
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@al lruss.com
2x4
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:40 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-vigEkC2ngUBEpYV13TFy0ob6USL?xgUdgg8GpTyzcwfz
4-0-0
2x4
LOADING (psf) SPACING- 2-0-0 I CSI.
I
DEFL. in (loc) I/dell L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-0-0 oc
purtins.
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 = 100/3-10-13 (min. 0-1-8)
3 = 100/3-10-13 (min. 0-1-8)
Max Horz
1 = 9(LC 13)
Max Uplift
1 = 29(LC 12)
3 = 29(LC 13)
Max Grav
1 = 100(LC 1)
3 = 1001 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) w 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 29 lb uplift at
joint 1 and 29 lb uplift at joint 3.
LOAD CASE(S)
Standard
r
0
PLATES GRIP
MT20 244/190
Weight: 10 lb FT = 10%
R«. nrou»..rw:nk.M r:le rlan(s;^;.r, xxu;t;t,r;.aar:n,estc.N,arlr,r;r ar.(uc«:ar. r„,n«r*wr,«•.NONw,n»a,n,6r:ar.y?ua;NMwoM,t Iw.m.r: rN rk:;,nl Nkr. N,taa.;<,.N«»ra.«q
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N Mhkl1!r[mMxt apeN rry.u.rwgh Nl yklk:N.NN k 4n, Asyefpur.=u a,;MMYai k,ynl n.S!rga;ym.dm!aNap ta,rydNuN qks kra iNaee n. (<1 kut Gir-rr B, FL 34946 opyntim
Z 20161e I Pool tep odo:4oa oh61S dommem, m aay Ii a pm6i6ned without the wnnee polm1waa (ram 6 I foal Iroxn AnMony 1, lam6o III, P.E.
Job truss truss type Oty PIY RYAN HOMES /LARGO v1
WRCLGICL9 V08 Valley 1 1
A0011289
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. Thu Mar 8 17:3411 2018 Page 1
ID:hA3xRN7kH8GY_sasevncy2zOBnp-NvOcxY3PboJ4Rh4OlzTFKofcGkLgZwnp2oOM?Ofcwfy
4-0-0 — ----- { --
4-0-0 4-0-0
4x4
5.00 12
2
T1..../ T1
ST1'
3
1 - —
Y
4 0
4
2x4 1.5x4 II 2x4
7-11-6 8- -0
7-11-6 0- -10
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 0.25 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 i Code FBC2017frP12014 Matrix-P Weight: 24 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordancewith Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 128/7-10-13 (min. 0-1-8)
3 = 128/7-10-13 (min. 0-1-8)
4 = 263/7-10-13 (min. 0-1-8)
Max Horz
1 = 24(LC 16)
Max Uplift
1 = 53(LC 12)
3 = 57(LC 13)
4 = 44(LC 12)
Max Grav
1 = 128(LC 1)
3 = 128(LC 1)
4 = 263(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate gdp DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 53 lb uplift at
joint 1, 57 lb uplift at joint 3 and 44 lb uplift at joint 4.
LOAD CASE(S)
Standard
h«:Hq PM4, N«Njd,:NNf AIi 1pFliptllS;n r;yfa[p•?tlxf I'hb!!F,hilPj;CR^u le.F(C1 WlPiil Si Kl.ttl'i,kva, pr11N«:wI,N kR4NMS`:,N1 P'SyahnNp 1_:.WAt reUla, INd,./:.IN«eon\YNIN«, M!. mk,idk,!!u J0Nmhf 13d. NI,
M. ItmmdN ikxt dlflknNM 4'q?k k,ml. F;rI uh, a:aM,en :, r.. Se«ke, :gNetl M ed Nm„ad nresr sm x,rps.ed4a vdr44.lne ppsre ml rsNerfhom a n,kup,doe a@r „lkµmemer 144 rd, ,Nn ln. rek""n F_ An ~1 Anthony T. Tom6o I[;, D.E. t ml ddiln Mn{wiNty ;t4 uxSo,KedML M' N w1M!M rpr«eae A"aek;gmc.lk,!Nrr'l9, 11,. Rr M1'KMMd MNp:N, W:n.l ik nM ,ddklS'i Ne let hde dM bnt mW4 wAn
ml.arwe««m Ne«« umki i, w %in WINK«" wpke da li.*" lNe«toa,M .eaMsprkk+l rNrwr .dN N4SNrtpwNr ild.4n ruN,acv,N kw da„:s;tl .K,a,ar!wN« N t,ltw.dtl,.« w„ : 81Q83 atl..KknmrocNa.,
igNiN....„
qt,a:1.m1N.n,e k nUsgrlryNN`,MQ:elnMlhsy.rr in.t.sls(gN«dN.ltllpgllitgika,NWs:r,rraneN?P, 4a51St.Lucie0lvd Fort vier,
r, Ft
34946 fapyrighi y t0i6 A
I tool Lwut Aethoay l.lombo lll. P.E. tep od.mea of th., document, m tat form, a pmhihded ,rahni Ike ."to pe,m'suoe. from A I hot lmece4 Aa?boa.I.factor lll: P.I.
Job Truss Truss Type
WRCLG,ICL9 V12E GABLE
LARGO v1
A0011290
e, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:41 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-NvOcxY3PboJ4Rh4O1zTFKofdHkLiZwFp2oOM?Ozcwfy
5-2-0 10-4-0
i-- — 5-2-0 5-2-0
4x4 _
3
5.00 F12 1.5x4 11 i 1.5x4 I
2
N T1....
J
T1
n '.ST2.
STi, STt;
5
O
3x4
8 7 6
1.5x4 11 1.5x4 11 1.5x4 11
3A
LOADING(psf) SPACING- 2-0-0 CSI DEFL. in (loc) I/defl L/d I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a
BCDL 10-0 Code FBC20171TP12014 Matrix-S Weight: 37 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation. guide.
REACTIONS. All bearings 10-4-0.
lb) - Max Horz
1= 36(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s) 1,
5 except 7=-121(LC 1), 6=-143(LC 13),
8=-143(LC 12)
Max Grav
All reactions 250 Ib or less at joint(s)
1, 5, 7 except 6=331(LC 1), 8=331(LC
1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
4-6=-230/350, 2-8=-230/350
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces 8! MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10 0 psf bottom
chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 5 except Qt=lb) 7=121, 6=143, 8=143.
LOAD CASE(S)
Standard
xmrp I;nul4rn}lh nta•M i:1-91i[tl:4tS;'C'.C; atXE11; iEXWt:CX6t1gXt ECS?CM:'-!u<EI': itPaYtt96Yt51'We. lx+h kup lraxx:Min/warp Mt rntt k3r}Rr.iy;':D@'N!kl her iilrgr R.t;. Idmnrt iMn le4re nl. C+k!t a'!e!.u taM olM l9p. Mr
lUid rwxX+pxe nl71 nkMm!6hnNrax ltul nt kup Eywx e., SpA+n tynr ':.te nlr :d wsceesrxtrMxexM pWl;wrreFtxvq:lcp.uLlo,M we ktyldmcigle nslquMm 413E ah wlr :p.:. to NsMe n:nFrtr sHp ;sef?Mmt. tamona. Anthony T. Tombo 11;, P.E.
M.uRaci Mm.f+Vlq;a 4w:V4tratWC.nnlx.rnswlxtdgrxxslt>aulttt:px.tfirixrinx'k tt.MikeltrxdbtNxgwrM-M InMrdxM168Mwlndl :liMt t aggrNMsMepa>mAlnnMkaryfMNwM lslnt xt^,! 180083
ufwxul kup! M mxn,. Llw xw.*ti4rMMrxr. MI.hhAa dmk+y .amMla 4dxe MxM Ki,.rn'wlh FMSD.1 l;xx /k pnxx ptMn ttl:ir..ntw.xw:aa?ilx and wnsx3ti.,sc k;:p!!. Snt ktgl tlpn«MLnt Wl.Wt x.wt, 4451 St. Lucie Blvd.
xknr:,r Mlelhlttiao pnl Mn eniky i+x+. Nsuy en4rl. .k ueu ktyl Elpxr.ulJ.lir lalMy kvpx n.4.t1ta 1ltwnllwt!«laq. ff t4k4,N la,a: rru/xwi ulhi For' Pintre, FL 34946
apyr,ohi t 2016 A I tool busies AalAony 1. lomhe ill. P.E. leprodunioe d this Aarameot. a ony lem; ;s p tiM,led wAW Me.nileo pemisue" Imm A I tool banes Aathooy 1. iam6o NI. P.E.
Job
FV'
ss Truss Type --- Qiy Ply RYAN HOMES /LARGO v1
WRCLGICL9 3 Valley 1 1 A0011291
Job Reference (optional_ '
i Roof Trusses, Fort Pierce, FL 34946. aeslgn@altruss.com Hun: 8.12U S Nov 12 201 / Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:42 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-s5y_9u31 M5Sx2rfaag_Ut?BpO8ijlO7zHSWYg4cwfx
2x4
LOADING(psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12
TCDL 10.0 Lumber DOL 1.25 BC 0.05
BCLL 0.0 Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC20171TPI2014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, In
accordance with Stabilizer Installation guide__
REACTIONS. (lb/size)
1 = 90/2-11-6 (min. 0-1-8)
2 = 67/2-11-6 (min. 0-1-8)
3 = 22/2-11-6 (min. 0-1-8)
Max Horz
1 = 46(LC 12)
Max Uplift
1 = 22(LC 12)
2 = 53(LC 12)
Max Grav
1 = 90(LC 1)
2 = 67(LC 1)
3 = 45(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=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) 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) Bearing at joint(s) 2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
DEFL. in (loc) Well L/d PLATES GRIP
Vert(LL) n/a n/a 999 MT20 244/190
Vert(CT) n/a n/a 999
Horz(CT) -0.00 2 n/a n/a
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 2.
LOAD CASE(S)
Standard
Weight: 8 lb FT = 10%
VN y Pp;/ NUNd}h u.n.!4't (pF lcflf.'Siii 1`.. Nt.11 iI11tS t gaar OaS:dS'CN ^Yu!(i';.I:raPai(OFMi11-hre. Ind! k YP Wtae4+: N!M NMf N 5n :nf3 M:yf kt+ni j N NS fmYNr i linN Ia. P:. IeintN! iNf! 4Me rN. Anl:i lfinn+! !MN N :N iqq. wit,
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@!rqf N.uarw. 111 ttN 14 of lda M+N ptnxnWpk*N kb Mlkel:tsW!N Sdth Kn+nN k,r pthN/h Tlw Slit n!dn NMPsnN plM. RII 1Nws p.w,M!dlkifs NemesNbe lent wtyn.1ns dn p!fPNN NI'nc+NN!kfrn wet!+ + 8 083 tMn•.
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Pkwe, FL 34946 appighl
a tgtd h 1 Pool Lacws Aa!hanr L Icmhe III, P.E. (epinda:tion cl Ihis da,emant; is say Imm, s plopidiled withoaP Me w19ao pmmissica Itam AI tool Messes Anthoar l.lomha III, P.E.
Job ----- Truss _ Truss Type — O1Y Plv RYAN HOMES / LARGO v1
WRCLGOCL9 VM5 Valley 1 1
A0011292
Job Reference optional)_
At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Mar 8 17:34:42 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-s5y_9u31 M5Sx2rfaag_Ut?Bpz8ih1O7zHSIwYgzcwfx
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purtins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide_,_
REACTIONS. All bearings 4-11-6.
lb) - Max Horz
1= 86(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s) 1,
3 except 5=-104(LC 12)
Max Grav
All reactions 250 lb or less at joint(s)
1,3,5,4
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-183/320
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=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
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) Bearing at joint(s) 3 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) 1, 3 except (jt=lb) 5=104.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 16 lb FT = 10%
M+AP Me:e tbnrrpl, nrn. M'1' liJl'IPSStS,"S; :.r. uMflA[ tF11lS t 9 DR 1S :LK'i:M Mfl". A:rM'Ri!06!kIl-tuo. tnt! kr Olr +Melt rN:rN rNtt r:M+ S:.:t 6e;gt e+ip Ilim'. W & 41M. T !rsM A. t;. leMwx iM11eMe.u. Nett 9rr,tr saM x M 17Y. M.
M feYiwalM QpeS flWknNler M'D3k Mttll! if el nt Benw:ywe ,SitM"-!Jpktl.Rf fRMh10O frrSeINSMe:try111: YMI WS.:ae[R9neMey ie5pe4i3M 4 MN5ipdM YAlhl rf NP1'IN ea?e i?B eN!eda[IM lk le yn nteel%nai WNisl MRAM:. r:M:ith Anthony T. TomGo II', P.E.
eNrflfr`oStL ct lM e*kcley:tox tMt:PtfiACelweM. Ce M't M11M tN ryeun3l6miy Sr'AP1M.Mkt!eCfM'N Nt.IM AI wtM 41fUirylNt ert!M Melp IdMiI{I ON br hNerur!Mlmr i:»eMy nMele. rwunMkaw tgNNw e.Netnllet ae 80083
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0 20I6 A I RooI IIU1VRS Aodoey F. IOmha IIh P.E. IepiCAYlhoe of lhiS AotooloCt la my lolCl„, pohA.1eA wBAQYI Iho.0.1 Fe' tt it. Ito. A I Roof llCtut ANAooy 1, loeAo III, P.F.
JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTLOI
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
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
ttach Corner Jack's
r/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
MryNmekNwryr rt.N#Se'4-( hll rt 91:IEY.41'kll(f;I4Sti.lklM"N.v.?iA417r1Y A`[MTl:f9ilNa kik {Nhk:y#pneeUrt M:ra4Mk w'k. lnrrr pesyllt.iy lAP. wt4 NRa+"a Ml tf kM.n;l1M'Mrr a hb.. Mn.iv s eEnkl lFl. eh
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fAHM k+!•lers!k,e!(ylree441 kr IS )ef!!2rN.1 1M 4rtli p[1`F !,#ly r. k:l'k{ N#i GeN/xi.Nl 1., Ts!OrpM^YMbalp#, ("[TRB nrMu.s lf wllMl e. ilFi 4451 Si, tUC12 8i\'C. a
Yri ktr 211641RoilNis,% k0oe t.tombopLP.f. Re rodeoieoa(tE slua eel Fort
Pierce, FL 34946 P !
Y P- rta4xlwa.sprokilirelNir!oyYrte.ritttnpeln=+uoohcRdlPoo'Irassec4ktAknYl.tanMM.t.f,
FEBRUARY 17, 2017 I ALTERNATE GABLE END BRACING DETAIL I STDTL03
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES !
24' O.C.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
1'-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. Rg—
END WALL
2X6 DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d 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) -
10d NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
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 ALONG
SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL
NAILING SCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131'
X 3') NAILS SPACED 6' O.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUS'.
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE 1 ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR/
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE.
STANDARD GABLE /
TRUSS
URAI
TRUSS
1 . — STUD
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JULY 17, 2017 STANDARD PIGGYBACK TRUSS
STDTL04
CONNECTION DETAIL
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
1 ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7.10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS,
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409.1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' D.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.
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JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05
A-1 ROOF TRUSSES
i r rrrr or %m
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 = W 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 NOS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
E END, COMMON
iS, 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" Q.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
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FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I STDTL06
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
7724109-1010
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6' O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS3 (1/4- X 3-) WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
i. NAIL SIZE = 3' X 0.131' = 10d
2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL
A'
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6. NAILING DONE PER NOS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TAIL IRR
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.
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JULY 17, 2017
1
HIGH WIND VELOCITY)
STDTL07
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
ATTA(
WIND DESIGN PER ASCE 7-98, ASCE 7
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 V!
SUPPORTING TRUSSES DIRECTLY UNDER VALLEY 1 HUSSES MUS 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.
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED
BOTTOM CHORD I BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12112 PITCH)
pee
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St. Lurie Blvd.
Fvrt
u..- ,,._..t, of
Pleice, FL 34946
FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08
A.1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
772409.1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/lOd NAILS, 6. O.C.
V ER1
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
VERTICAL 2X6 SP OR SPF
STUD 2 DIAGONAL
BRACE
4) - 16d
NAILS 16d NAILS
SPACED 6' D.C.
2) lOd NAILS
INTO 2X6
2X6 SP OR
SPF #2
2X4 SP OR
SPF #2 TYPICAL HORIZONTAL
BRACE NAILED TO
2X4 VERTICALS
SECTION A -A W/(4) - 10d NAILS
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
44
Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 1Dd NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) Bd NAILS MINIMUM, ROOF
3X4= PLYWOOD SHEATHING TO SHEATHING
2X4 STD SPF BLOCK
DIAGONAL BRACING ** L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
NOTE:
1.
2.
MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
CONNECTION BETWEEN
2) - IOd
BOTTOM CHORD OF GABLE ENO TRUSS AND WALL TO 12' MAX. NAILS
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
4.
SYSTEM.
L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF lOd NAILS SPACED 6' O.C. TRUSSES # 24' O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - 0' D.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE
WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) -
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED
7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) -
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS.
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'X3A' AND 0.131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE
RESPECTIVELY. SEE SECTION A -A)
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 AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4SP#31STUD 12"O.C. 3-8-10 5.6.11 6-6.11 11.1.13
2X4 SP #31 STUD 16" O.C. 3-3-10 4.9.12 6.6-11 9.10-15
2X4 SP 931 STUD 24' O.C. 2-8.6 3-11.3 54-12 8-1-2
2X4 SP #2 12" O.C. 3.10-15 5-6-11 6-6-11 11.8-14
2X4 SP #2 16" O.C. 3$-11 4.9-12 6-6-11 10-8-0
2X4 SP #2 24' O.C. 3-1.4 3-11.3 1 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 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
END WALL
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE 8 OR C
ASCE 1-10 190 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
T-BRACE / I -BRACE DETAIL I STDTL09
WITH 2X BRACE ONLY
DOTES:
f-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACIN(
S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90X OF WEB LENGTH.
PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS T(
ONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772.409.1010
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6' O.C.
NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
SPACING
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 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
NAILS
WEB
T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS ( STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATEO EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
Y
N 0 T E 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
A.1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
772-409-1010
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM ENO TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH WEB WITH (3) - 10d AB WITH (3) - IOd
TO TOP CHORD NAILS (0.131' X 31) NASCILS (0.131' X 3').
r
ATTACH TO VERTICAL
BWITH LS) (
0313) X3 NIBLOCKING
BEHIND THE VERTICAL WEB
IS RECOMMENDED WHILE NAILING
THE STRONGBACK USE
METAL FRAMING ATTACH TO VERTICAL ANCHOR
TO ATTACH WEB WITH (3) - 10d TO
BOTTOM CHORD NAILS (0.131' X 3) ATTACH
2X4 VERTICAL TO
FACE OF TRUSS. FASTEN
TO TOP AND BOTTOM
CHORD WITH 2) -
10d NAILS (0.131' X
3') IN EACH CHORD ATTACH
TO VERTICAL SCAB
WITH (3) - 10d NAILS (
0.131' X 3') TRUSS
21 6 4' - 0' WALL STRONGBACK (
TYPICAL SPLICE) (BY OTHERS) ATTACH
TO CHORD WITH (
2) #12 X 3' WOOD
SCREWS 0.
216' DIA.) INSERT
SCREW THROUGH OUTSIDE
FACE OF CHORD INTO EDGE
OF STRONGBACK (DO NOT USE
DRYWALL TYPE SCREWS) THE
STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED
BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED
ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY
SPACED. ALTERNATE
METHOD OF SPLICING: OVERLAP
STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d
NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN
STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING
BY
OTHERS)
FESRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11
A.1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE.. FL 34946
772.409-1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SP OF HF SPF SPF-S
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
0
131 75.9 69.5 60.3 59.0 51.1Z
0
in 148 81.4 74.5 64.6 63.2 52.5
N
M
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 845 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60'
45.00'
ANGLE MAY
VARY FROM
3(r TO 60'
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS 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 1 UPLIFT TOE -NAIL DETAIL I 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. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30• WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
L7
131 59 46 32 30 20Z
O
135 60 48 33 30 20
U?
162 72 58 39 37 25
J
1 0 128 54 42 28 27 19
O
Z
Z
OJ 131 55 43 29 28 19
W
148 62 48 34 31 21J
J N
Q M
Z
120 51 39 27 26 17
C9
Z 128 49 38 26 25 17
O
131 51 39 27 26 17
J
148 57 44 31 28 20
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 1413 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO
FOR WIND DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 1.60 COOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2XG BEARING WALL
NEAR SIDE
FAR S]
L
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
1L
NAIL
NAIL
SIDE VIEW END VIEW
EBRWARY 5, 2016 I TYP 2x2 NAILER ATTACHMENT STDTLI3
A-1 ROOF TRUSSES
4451 ST. LUCIE SLVD.
FORT PIERCE, FL 34946
772-409-1010
1.0 x 4
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 TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
STDTL 14 III
A-1 ROOF TRUSSES
4451 ST' LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES [
4) 12d
MAX 30" (2'-611)
2x6 #2 SP (Both Faces)
24" O.C.
SIMPSON HS
tiq tM 4nup M'1 l ,'itl`i Y!'T C4l1, qp kfCW: Ph RB.,^Imfl klG ..4.(! b hN Mlw ,N•MM w+mhxyb.y'RG MMI.en ggml IN. :Mr rbw UM. <pw..n sul I yNHItrawlbMLMf4xbnMl .. pny, .,wn.:. SinWh,+yrr,MUM tB7'.px n.rllwn fM Y 1
M Nh+.l : be M:yntW M4-+en g, Mnrel
1 M++rW WM M!M wyNM yar FpatvaM l9GW I I. Mh r.+Inr+. bNy rt -wletm A-.'ith0Y 1 C..::U !ii, R.t_ M.1 qM M1wpp 3e yr. M:MknMM 9`. %. IkMM M 'VW IMM f 1 qp '.'4 (&N M4 N41 n1. vtMfi wMm} 4Mr e411MeMkarp UW MM .Ir u:41 rt'
bMy yk M 1R.m. e W 1iiC M pry. N yW+r' d L {.W!!nek,we::hlr Mh•omn t 51Idxw1 1 N W I nwM M pw N!^Nr 1 I W.p M reuarMtM. N Mx o M n 4.yr.'.,.r 4n p xyvwf M l n+ Yaah wn »:nx f' I
M..:»krhwfNrr:xx rai y.<ne..l le.l la+r: re..N It l n: ¢ny Gperr:s 4'1?Mq.w, q..y.•.r lw „vs,yn,n.wr wow,. lx;q,alsNk,.+x ar. x W.N n.t1 4451 St, Lxwliirt B;vd.
Fort PI.11e. FL 4945oppipgfi+7d10 A foal lsrr+rx knlgcx/I.le.ge III.PE, !lpledenilaclkil bl.meal.ilon, lolm.itpralilne/.IMeq lgerr:n.n pelx sx ea ganA 11.11 lalxe6n xManrI. lemga 111I. . P.
k ,, 9 UARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK
X
INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767
44 66 48' 3657 5485 1 3346 1
5019 1 2829 4243 2898 1 4347
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
G
I BREAK
10d NAILS NEAR SIDE
10d NAILS FAR SIDE
jX' MIN -
5' MIN
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
FEBRUARY 17, 2017 SCAB APPLIED OVERHANGS STDTL16
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 115
SPACING: 24' 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 *2 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 SCAB
L) (2.0 x L)
24" MAX 24" MI
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24'
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
HATCH LEG77-7
END
T 8' - 8' A.F.F.
xi
18' -1 7/8" A.F.F.1
5 --- -
3 5/8'T -
r55/8 [ "
1' 0"
NOTE: Trusses are designed for SHINGLE material. truss CO.
truss Load Ater[ Box
Notify truss manufacturer if material is other than shingle. Gravity (> 5,000#) / Uwitt (>
Horizontal (> 350#)
30 tr
I
i
Ic 13
if
L
I i0li
a Ttrl
YNa I
nl i3
w,l
t
a
M151 i
cryl
A
t
r
ry
ky I
I c
I j
NW
1.3I
01
7. v
f v
a I
a
it L
t
icill
A"
I NV 1 t: ALL I KUJJ I V WALL ANU: VK 1 KUJJ I Li .-
LEDGER CONNECTIONS BY BUILDER
1)?— (UNLESS NOTED OTHERWISE) -
I 'NOTE ALL CEILING DROPS BELOW BEAM ARE
j BY BUILDER (UNLESS NOTED OTHERWISE)_____- S
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY.
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. -
a
REFER TO THE INDIVIDUAL TRUSS ENGINEERING
DRAWINGS FOR GRAVITY AND UPLIFT LOADS.
FOR BRACING 8 ERECTION DETAILS REFER
TO BCSI-03 AND/OR ENGINEER OF RECORD
V
s
8
REPRESENTS THE LEFT SIDE OFt.
Q „ EACH TRUSS DRAWING
A? JUS24 I H, THD46 E o =
B JUS26 tj MSH422
E .
a
0 THo26 t6 MUS26 E s
D THD28
TH026-2
E_
IHBEI HANGER BY BUILDER
LOADING ROOF FLOOR WINO LOAD
o LIVE LOAD 20 40 ASCE 7.10
a s e=so
1 00 ..__._- ._._... .- ._ — E E u: L r
DEAD LOAD 10 10 150 MPH EJEP C _
LIVE LOAD 10• O CATEGORY It
m c=i DEAD LOAD 10 5 ENCLOSED
e
E
TOTAL LOAD 40 55 F8C-2017 `
DURATION FACTOR 1.25 1.00 TPI - 2014 tE S. E e
REVI DATE 1 BY I REMARKS
01 112j 09/2016 I REVISED STAIR OPENING i CLOSET ABOVE - -
Jl STAIRS
02 fli/13j2017t JT RELOCATE FL I AT STAIR OPENING
03 U2l20j201 JT CODE UPDATE e
s = -
i9
1 4 Zm a
E
it is understood that above ,--
1conditionshavebeenrevie- APPP.OVED - E _
are acceptable for the
APPROVED AS NO rD E _
fabrication at trusses.-.._i _
elevations,pitches, overhangs, s
fas.ias-cei)ing REv'!SE AND RE>LB.v'. T _
elevaWns/pitches. bearing 7 REJECTED a E
conditions 8 all detail pertaining -
3 2tothistrussplacementplan. No i _ .
back charges will be accepted i
without previous wrMen DATE
approval from an A-1 Roof i- S
TusesreFreeniab_.REVIEWED 9Y jrs
E
f PLAN DATE ARCH:-
E5
CUSTOMER RYAN HOMES a =e
rS L -
JOBNAME LARGO, l."C" Q,R.GF RVITI '
OPTIONS) 14W\;'It, -V-at;
r
E _
COMMNTY
LOT #
LOT 116
e e
u • E _ ii
BLDG BLDG
TYPE #
JOB # 72191 MASTER W'RCLGICt9
DRAWN SCALE
DATE 09i29/2017 a =
FCC N.CS a =
A-1 ROOF iv s _ - -
e' E
1 A FLORIDA CORPORATION a s
Ph 772d09-10101 Fax 772-409-1015
hJtp:/lwww.alfruss.com
Aa
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: ) :) / I (;
Documented Construction Value: $ _ 3
Job Address:_`)ti Historic District: Yes No
Parcel ID: Residential, Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: Nq.t ,) ?
Plan Review Contact Person:
Phone: Fax: Email:
Property Owner Information
Title:
Name C 1-1 J r)7 Phone: y'
Street: 0 Resident of property? • (
City, State Zip• Q 33 _ 9 /
i
Contractor Information
ram, Nam C Phone:'101- to4tr
Street: 7 c -sCh1 l) Fax: t40 l - LL7 - gqr,- f
City, State Zip: , r"
Cr
fJ State License
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
E-mail.•
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction, I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
NQTIC-E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
L
Signature of owner/Agent Date lignaturc of Contractot/Agent Date
Print Owncr/Agcnt's Name
Signature of Notary -State of Florida Date
rint C ntractor/Agent's Name
1
Signature of Notary -State of Florida Date
a°
ttRY P&" PAMELA S TERNUS
Commission # GG 110622
o
j
Expires August 7, 2021
11 Collided nn Budget Notary Services
Owner/Agent is 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 E] No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
Grant Maloyy Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2018065634 Book:9195 Page:697; (1 PAGES) RCD: 8/20/2018 11:14:48 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: 18-2796
Parcel ID Number: 17-20-31-5VC-0000-1160
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 # 116 of Kensinqton Reserve 3901 Crawley Down Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest In property:
Fee Simple Title Holder (if other than owner listed above)
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: Name: Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Dayna Mitchell Phone Number: 407-692-9820
Addre4s: 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 1, 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.
Signal a of Owner or Lessee, ores or Lessees
Aulhortzed OfOeerlarectoNPatner/Manager)
State of Florida County of
Dayna Mitchell Assistant Secretary
Print Name and Provide Signatory's T19aMce)
The foregoing instrument was acknowledged before me this day of tn 20 18
by Dayna Mitchell who Is personally k n to me tX Ol'k''
Name of person mafdng statement
who has produced identification El type of Identification produced: SA
r '
Notary Signature
t407.,398-0153 VServKo
i =•: p '"
TRA CY LEIGH MCDONALD
MY COMMISSION it FF925012
EXPIRES October 06. 2019
Fioridah0t8 con'
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 1DATE: July 02, 2018 ! i)
0! BUILDINGAPPLICATIONN #: #: 18 18-10000588 BUILDING
PERMIT NUMBER: 18-10000588 UNIT
ADDRESS: CRAWLEY DOWN LOOP 3901 17-20-31-5VC-0000-1160 TRAFFIC
ZONE:022 JURISDICTION: SEC:
TWP: RNG: SUF: PARCEL: SUBDIVISION:
TRACT: PLAT
BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER
NAME: ADDRESS:
APPLICANT
NAME: NVR INC DBA RYAN HOMES ADDRESS:
4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND
USE: SINGLE FAMILY RESIDENCE TYPE
USE: WORK
DESCRIPTION: CITY-SANFORD SPECIAL
NOTES: 3901 CRAWLEY DOWN LOOP / KENSINGTON RESERVE /
SFR FEE
BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE
DIST SCHED RATE UNITS TYPE ROADS-
ARTERIALS CO -WIDE ORD Single
Family Housing 705.00 1.000 dwl unit ROADS -
COLLECTORS 705.
00 N/
A Single
Family Housing .00 1.000 dwl unit 00 FIRE
RESCUE N/A 00
LIBRARY
CO -WIDE ORD Single
Family Housingg 54.00 1.000 dwl unit SCHQOLS
54.
00 CO -
WIDE ORD Single
Family Housing 9,000.00 1.000 dwl unit 91000.00 PA
00
LAW
ENFORCE N/A 00
DRAINAGE
N/A 00
AMOUNT
DUE 9,759.00 PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE
COUNTY ROAD, IRE/RESCUE, Za LIBRARYAND/OR EDUCATIONAL ISSUANCE
OF A BUILDINGF 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 OCCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW RULESHE
EGOVERNINGSOF THE CODE. OPIESEET OFAPPEALSMAYNTYBEPICKEDUP, OREREQUSTED, 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
r
it,
CITY OF SANFORD
BUILDING St FIRE PREVENTION
PERMIT APPLICATION
Application No:
f;
Ken S 1, l0r) Documented Construction Value: $
Job Address: istoric District: Yes N
Parcel ID: Residential Commercial
Type of Work: New l f' Addition Alteration Repair Demo Change of Use Move
A,
Description of Work: Plumbing New Residential Construction
Plan Review Contact Person: Jamie Blackwell
Phone: 407-323-7515 Fax: 407-323-8954
Clerical
Email: info(il?api-orlando.com
Property Owner Information
Name
Street:
City, State Zip:
Phone:
Resident of property?
Contractor Information
Name Advantage Plumbing, Inc. Phone:
Street: PO Box 1117
Fax:
City, State Zip: Sanford, FL 32772
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
407-323-7515
407-323-8954
State License No.: CF-0057881
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, 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: Sta 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 an of the foregoing information is accurate and that all work will
be done in Compliance with all applicable laws regulating construction and zoning.
3igoatnreofowner%Agent .^ _____.._..__
Print OwWr/Agent'. Name
sigmtureofNotaryStateofFtodda Date
Owner/Agent is Personally Known to Me
or Produced ID Type of ID
9d ls
Signature ofConha°todAgent Da
A. Thomas Smith
PriInt ComractodAgan a Name
I)VI"I - uitua e-&. 4-/
Srgna arc oY -StaW°.QOh L`iN'amteke-smnneMal
NOTARYPUBUC
STATE OF FLORIDA
com"* 0013880y'
t: r,9 Expires t112112021
Contractor/Agent is X Personally Known to Me or
Produced ID Type of 11)
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: UTILITIES:
ENGINEERING:
COMMNTS:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
Revised: June 30, 2015
Permit Application
S2
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
zf Application No: 1t
Documented Construction Value: $
Job Address: i 0.1 Historic District: Yes No
Parcel ID• Residentiato Commercial L 4I
ElTypeofWork: Newp Addition AlterationEl Repair Demo Change of Use Q Move Description
of Work: Plan
Review Contact Person: ' N1 a.l.i< Title: Phone: `
k-1Fag: p t 3- 3 _ Email: kWlt, — t' Property
Owner
Information Name fll
w' Phone: Street: Resident
of property? City, State
Zip: Co Information
Namel4PJ-a
n , Phone: `-E
Q,-
Street: o Fax: `-
1 u 1- 3 JJ City, State Zip:
n6 State License No.: Architect/Engineer Information
Name: Phone: Street:
City, St,
Zip:
Bonding Company: Fax:
E-mail:
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: 51" Edition (2014) Florida Building Code Revised: June 30,
2015 Permit Application
r
ON TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will
be done in compliance with all applicable laws regulating construction and z g.
Signature of Owner/Agent Date Sire of Contractor/Agent
r
Print Owner/Agent's Name Pitt Contractor/ is Name
Signature of Notary -State of Florida Date Signature of No_kryState ot Florida Date
CHERYL 0 AKERS
MY COMMISSION # FF9M62
a'! ,,' EXPIRES June 05, 2020
eoT . -0t67 FWr falloss7&er1c.;tom
Owner/Agent is Personally Known to Me or Contractor/Agent is %,—personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Piumbing0 Gas[] Roof[]
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
COMMENTS:
Revised: June 30. 2015
ENGINEERING:
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes 0 No
WASTE WATER:
BUILDING:
Permit Application
STATEWIDE 1-888-831-2665 DEL -AIR
State Certification CAC032448
NERM •AIR COMING
ESTERO BAY OPT STUDY 2.0 / 2.5 15.0 / 15.0 4 7.518.00
GRENADA 2.5 15.0 _ 2 4,531.00
JASMINE COVE VERSION 1 2.5 15.0 2 4,368.00
JASMINE COVE VERSION I OPT LUXURY
OWNER'S SUITE 3.0 15.0 3 4,604.00
JASMINE COVE VERSION 1 OPT SITTING 3.0 15.0 3 4,509.00
KEY LARGO 2.5 15.0 2 4,514.00
LARGO 3.0 15.0 4 5,530.00
LAUDERDALE 3.5 15.0 3 4,878.00
LAUDERDALE OPT BONUS 5.0 15.0 3 6,733.00
LAUDERDALE OPT BONUS BATH 5.0 15.0 4 6,818.00
LAUDERDALE OPT BONUS BDRM 5.0 15.0 4 6,929.00
MONTEGO 3.0 15.0 2 4 828.00
PALMDALE 2.0 / 2.5 15.0/15.0 4 8,219.00
PALMDALE OPT 1ST FLOOR BDRM 2.0 / 2.5 15.0/15.0 4 8,339.00
PARKLAND 3.0 15.0 3 4 911.00
PONTE VEDRA 2.5 15.0 3 4,712.00
SANDPIPER POINT VERSION 2 3.0 15.0 2 4.250.00
SANDPIPER POINT VERSION 2 OPT 1 ST FL
BDRM/BDRM 5 3.0 15.0 3 4,389.00
SANDPIPER POINT VERSION 2 OPT
LUXURY OWNER'S SUITE BATH 3.5 15.0 3 4,901.00
SANDPIPER POINT VERSION 2 OPT
OWNER'S BATH 3.0 15.0 2 4,295.00
SANDPIPER POINT VERSION 2 OPT SITTING 3.5 15.0 2 4,665.00
SANDPIPER POINT VERSION 2 OPT STUDY 3.0 15.0 2 4,333.00
SANIBEL VERSION 1 2.0 / 2.5 15.0/15.0 4 8,288.00
SANIBEL, VERSION 1 OPT 1 ST FL, BDRM 2.5/2.5 15.0/15.0 5 8,940.00
SANIBEL VERSION I OPT BATH 2 2.0 / 2.5 15.0/15.0 5 8,463.00
SANIBEL VERSION 1 OPT GUEST SUITE 2.5/2.5 15.0/15.0 5 8.596.00
SANIBEL VERSION 1 OPT MORNING RM 2.5/2.5 15.0 / 1550 4 8 645.00
Customer Initials
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