3733 Hanworth Lp 18-2854; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100005
BUILDING APPLICATION #: 18-10000586
BUILDING PERMIT NUMBER: 18-10000586
DATE: July 02, 2018
1
dlxSLf
a]-!; f i
UNIT ADDRESS: HANWORTH LOOP 3733 17-20.31-5VC-0000-0280
p I
TRAFFIC ZONE:022 JURISDICTION: O l
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: 3733 HANWORTH LOOP / KENSINGTON RESERVE
SFR
FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Familyy
ROADS -COLLECTORS
Housing 705.00 1.000 dwl unit 705.00
Single Family
N/A
Housing 00 1.000 dwl unit 00
FIRE RESCUE N/A
LIBRARY CO -WIDE ORD
00
Single Family
SCHOOLS
Housingg 54.00 1.000 dwl unit 54.00
Family
CO -WIDE ORD
Housing 9,000.00 1.000 dwl unit 91000.00PASingle
LAW ENFORCE N/A
00
DRAINAGE N/A
00
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN UEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER TM
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665.7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
REQUEST FOR TUG & PREPOWER AGREEMENT
J ALL RESIDENTIALTROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date
Project Name: Kensington Reserve
Project Address: Ha,4ti-x3,,A I-6LY,,0
Building Permit #: Electrical Permit #
T
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.
S. TUG approval is for service and outside GFCI outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Robert Lattanzi - Ryan Homes
Print Name f Owne /Ten
Signature of er/Tenant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
CALLED INTO:
Rev. 02/+10/15)
1
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
ignature of El. Contractor
EC0003096
El. Contractor License #
Progress Energy Florida Power and Light on /
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2018098861 Book:9200 Page:912; (1 PAGES) RCD: 8/27/2018 12:50:33 PM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes r7t-rt r,
Address: 4307 Vineland Rd, Suite H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: 18-2854
Parcel ID Number: 17-20-31-5VC-0000-0280
D CCPV l'irr—' f qc
U., t ..
AUG.27 2018
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 # 28 of Kensinqton Reserve 3733 Hanworth Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest In property:
Fee Simple Title Holder (if other than owner listed above) Name: NA
Address:
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
6. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA
Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Dayna Mitchell Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition, Owner designates
to receive a copy of the Llenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Dayna Mitchell Assistant Secretary
519naLuiyof Owner or Lessee, or Owners or Lassoe' (Print Name and Prmlda signatory's Tide/ORce)
Authorized OracedDtrector/Partner/Manager)
State of_ Florida County of Orange
The foregoing instrument was acknowledged before me this day of 20 18
by _ Dayna Mitchell Who Is personally own to me Q(OR
Name of person melting statement
who has produced Identification O type of Identification produced:
o, ; TRACY LEIGH MCDONALD
i,
MY COMMISSION # FF925012
9EXPIRESOctoberOo. 201 Iap7: 39! C 53 FronoalloMlYSowKo Corr Notary
signature
C CITY OF SANFORD
BUILDING & FIRE PREVENTION
Jul 2 6 2018 PERMIT APPLICATION
Application No: ) 0 ` _' 1
Documented Construction Value: $ —85'J26- V(5L4 I I . 00
Job Address: 3733 Hanworth Loop Historic District: Yes No ER
Parcel ID: 17-20-31-5VC-0000-0280 Residential X Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title: Production Admin
Phone: 407-692-9831 Fax:
Name NVR INC. dba Ryan Homes
Street: 4307 Vineland Rd #H20
City, State Zip: Orlando FL 32811
Email: trmcdonaCa)nvrinc.com
Property Owner Information
Phone: 407-692-9831
Resident of property? :
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
Street: 1441 N Ronald Reagan Blvd
City, St, Zip: Longwood FL
Bonding Company:
Address:
N/A
Phone: 407-774-6078
Fax:
E-mail: brian@abdesigngroup.com
Mortgage Lender:
Address:
N/A
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code
Revised June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
6/21 /2018 6/21 /2018
Signature of er g t Date Sign atur n ctor/Agent Date
Tracy McDonald Tracy cDonald
Print Owner/Agent's Name Print Contractor/Agent's Name
6/21 /2018
Signature of NPu ry-State Date
R
My COMMISSION # GG 063253
EXPIRES: January 17,2021NlO
TFOi FLOP Bonded Th- Budget Notary Servltas
Owner/Agent is X Personally Known to Me or
Produced ID Type of ID
6/21 /2018
Signature of Notary -State of Florida Date
o rRY P e MEAGAN LYNNE FOWLER
MY COMMISSION # GG 063253
EXPIRES: January 17, 2021
Bonded Thru Budget NotarySewlces Contractor/
Agent is _X Personally Known to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building ® Electrical [9 Mechanical R[ PlumbingR] Gas Roof Construction
Type: f_7 Occupancy Use: Flood Zone: X—S tY A
r N Total
Sq Ft of Bldg: 2' Min. Occupancy Load: 1 # of Stories: New
Construction: Electric - # of Amps Z IV Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No Z # of Heads APPROVALS:
ZONING: 3 S UTILITIES: COMMENTS:
ENGINEERING:
NTG '1-fl—g FIRE: Ok
to construct single family home with
setbacks and impervious area shown
on plan. 43,91, ''me. Se" ,.,e -
b , 6-R ZI Fire
Alarm
Permit: Yes No "7 WASTE WATER:
BUILDING: 1
w o Revised: June
30, 2015 Permit Application
1
CITY OF SANFORD
BUILDING & FIRE PREVENTION
D JUN 2 r 019
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 85,926
Job Address: 3733 Hanworth Loop Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-0280 Residential Commercial
Type of Work: NewEA Addition Alteration Repair Demo Change of Use Move Description
of Work: New Single Family Residence Plan
Review Contact Person: Tracy McDonald Title: Production Admin Phone:
407-692-9831 Fax: Email: trmcdona@nvrinc.com Property
Owner Information Name
NVR INC, dba Ryan Homes Phone: 407-692-9831 Street:
4307 Vineland Rd #H20 Resident of property? : City,
State Zip: Orlando FL 32811 Name
NVR, Inc, dba Ryan Homes Street:
4307 Vineland Rd # H-20 City,
State Zip: Orlando FL 32811 Contractor
Information Phone:
407-692-9820 Fax:
407-692-9821 State
License No.: CBC1257565 Architect/
Engineer Information Name:
AB Design Street:
1441 N Ronald Reagan Blvd City,
St, Zip: Longwood FL Bonding
Company: Address:
N/
A Phone:
407-774-6078 Fax:
E-
mail: brian@abdesigngroup.com Mortgage
Lender: Address:
N/
A WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
6/21 /2018 6/21 /2018
Signature of er g t Date Signatur n ctor/Agent Date
Tracy McDonald Tracy cDonald
Print Owner/Agent's Name Print Contractor/Agent's Name
6/21 /2018 6/21 /2018
Signature of Notary -State oAE fOWLER Date Signature of Notary -State of Florida Date
roltpr vua, MEAD
MY COMMISSION # GG 53
2o rR' °j'e. MEAGAN LYNNE FOWLER
EXPIRES: January 17, 2021 * MY COMMISSION # GG 063253
ServicesrEOFFpBondedThruBudgetNotary Services EXPIRES: January 17, 2021
OF f%Z; Bonded Thru Budget Notary Services
Owner/Agent is _x Personally Known to Me or Contractor/Agent is X Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
UTILITIES: " & 6 Zf WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
CITY OF
SJ NFORD
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: 3733 Hanworth Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0280
Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com
The reason for the flood plain determination is:
New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
OFFIC IAL USE ONLY
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: M floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
BP# 18-2854
Reviewed by: Michael Cash, CFM Date: July 9, 2018
I Application for Paved Driveway, Sidewalk or
Walkway0IncludingRight -of -Way Use & 9 9 Y
F -1877- Landscaping in Right IIJ -Way
www.sanfordfl.gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone:407.688.5140 Fax:407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or •
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements Within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Krawaduflbelow.
size and location of the existing right—of-way and use shall be provided or application could be delayed. Call beta* you dig.
1. Project Location/Address: 3733 Hanworth Loop, Sanford, FL 32773
2. Proposed Activity: 0 Driveway Walkway Other:
3. Schedule of Work: Start Date Completion Date Emergency Repairs
4. Brief Description of Work: Construction of New Single Family Home
This application is s
Property Owner:
Signature:
Address: 4307 in
by:
H-20 Orlando, FL 32811
Phone: (407) 692-9831 Fax:
Print Name: Tracy McDonald
Email: trmcdona@nvrinc.com Date: 06/21/2018
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 perrnittee 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 right-of-way.
I have
Signature:
the above statement and by signing this application I agree to its terms.
Date: 06/21 /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:
7 n
Engineering Date: — u/
Site Inspected by: Date:
Special Permit Conditions:
November 2015 ROW Use Driveway.pdf
6/21 /2018 SCPA Parcel View: 17-20-31-5VC-0000-0280
Oav10Jotnson, CFA
ce eooisJry rt.oret
Legal Description
LOT 28
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Property Record Card
Parcel: 17-20-31-5VC-0000-0280
Property Address: 3733 HANWORTH LOOP SANFORD, FL 32773
Value Summary
2018 Working
Values
2017 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 67,000 14,000
Land Value Ag
Just/Market Value " 67,000 14,000
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 0
P&G Adj I $0 0
Assessed Value —{I 67,000 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 67,000 0 67,000
Schools 67,000 0 67,000
City Sanford 67,000 0 67,000
SJWM(Saint Johns Water Management) 67,000 0 67,000
County Bonds 67,000 0 67,000
Sales
Description Date Book Page Amount Qualified Vac/Imp
No Sales
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT 10.00 I 0.00 I 1 I $67,000.00 I $67,000
Building Information
Permits
Permit # Description I Agency Amount CO Date Permit Date
http://parceidetaii.scpafl.org/ParceiDetaillnfo.aspx?PID=1720315VC00000280 1 /2
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address:
ELECTRICAL,EERIVII•T.'' `3;;::, :_ .r,:;',`' ;s {_ <.,.::;;-
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
Qr'.L'•¢^_V.Yt1,:i'ynLW-.:JY.....v.. bY
MECHACA NIOPWAM.IT,L: rr•.. "
nSS".;:n i j 'G''Io jMyr '::,•t"Kr.. T+/.^_ 1-1'• `a! r.,. •;
3:,r,, ': Min
Max Inspection Description 10
Mechanical Rough 1000
Mechanical Final REVISED:
June 2014
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: (o Z 1 I \
I hereby name and appoint: Tracy McDonald
an agent of: NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
Expiration Date for This Limited Power of Attorney:
License Holder Name: Robert Lattanzi
State License Number: CBC12575
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Orange
May 20,2018
The foregoing instrument was acknowledged before me thiqcQLI_day of TLL4 A
200 18 , by Robert Lattanzi who is ®(person t y7 t
me or who has produced
identification and who did (did not) take an oath.
Notary Seal)
r 1 Ar ?u' MEAGAN LYNNE FOWLER
MY COMMISSION # GG 063253
ac EXPIRES: January 17, 2021
eOF FL6- Bonded Thru Budget NotarySWm Rev.
08.12) Signature
KOA-
Ghh FO IN l-JE I - Print
or type name Notary
Public - State of _ Commission
No. My
Commission Expires: as
SQ.FT. CALC.'S
LIVMG 2034 50. Ff.
GARAGE 429 50. FT.
ENTRY 30 SQ. Ff.
LANAI W 50. FT.
TOTAL 2581 50. FT.
EXTERIOR MASONRY NOTE, PRIOR TO DRYWALL
WALL BFY. HEIGHTS MSTALLATION ON ALL FRAMING
MEMBERS 7'-0' FROM THE FINISH
FLOOR WILL BE SPRAYED AND
TREATED W/ 'BORATE' A TERMITE
V-4' ENPC& TREATMENT SPRAT
LOAD BF r- WALL
COLIIINM T AND C LAMNO MRD LAADB SABO YRD EX-09/E
FOR 3 BEOOID SIB
cmki smiw mle YMOoFOWAM
I IQ 16 - 1.1 _01 5 74.9/ -30.5
7 71 30M DR 4 71D0/ -3020
3 19 cpr eb 5 7820/ -3695
3A is 0P,pp 5 7820/ -3695
35 1 TEMP4 78AV -30.9
4 n EGRESS 4 784V -30.5
4A n 75-514 4 78AV -30.9
45 n 75-844 5 78AV -3131
5 n 75-SW 5 78AV -3131
6 n 75-614 4 78AV -305
1 48 6090-8GD. 5 303/ -400
8 n 75-SW 4 70AV -30.9
9 n 75-SH 4 78AV-309
l0 n 7OW 4
78AV -30.9 II
n GRESS 5 78AV -3131 D
n 7E E 4 29" -30.9 I7A
4 TRANSOM 4 7343/ -3LW 0
n 7EC 1 5 78AV _3131 WIND
DESIGN CRITERIA A
BAN C UDlD 6PEID I•Di[ [! 6EG070 fiUST) iLT.
60 / VA60•Db MPA B.
INTE)WOL PR286L/E CDE FI[ENT.. JO 4
R15K CATEGORY.TYT-E II D.
E) CATEGORY C NOTE,
VALVE5
FOR COMPC ENTS . C3ADDIFG PIREaOLIRE ARE BASED
CN TIE "A DEWW4 WIND 6P®. FBCR 6TN ED' (2011) ALLOW5
THERE PRE-58URE8 TO BE MILTIPL® BY 0,6 TO Ili
TFE ALLOULABLE OR NOMDCAL TESTED VALUES USED BY PAOOUCT
MANFACTUREW. AA
CABINET SECTION c
Y
9
Q
ARCH
DETAIL 2
ARCH DETAIL 3)
ARCH DETAIL ARCH
DETAIL 7'-
8' 0=
00R-, KROEN
pm-
mim M=
vE TO EXTERIOR -
X-
7 9•-
8 4'-4' Y-10' G
9 10 II 75-
844 75-SH 75-8H 75-5H LANAI
l I EGRESS EGRESS 114•-
7' I
I'° 5
6 m 0
m
GREAT
RM, 14'-
0'xIS'-0' OWNER'S SUITE 75-5H 75_SH M
0
11
V V-4- CLG. 1
Of=
I 9
4' CLG r
V-
4' CLG. 1 mm m
w
I5'-
5' I7'-4- X-10' CABI
I'ETCROWMLm
1
11
Ir-
OMCEIEN I I I III
I I
9 _!' Cm•
1 I
Ov. 150A _
J mmin 5 ING pp4 .
III
IIl RO
s-0s-0 3'_0'
a III V-4' CLG. U e V-0 s a ~ mRUT
10 C6'-
0'
10' 4'-4' 5-_8. I._4. 4) 4'-10' l'-10' Y• 44'
HKaFI I m g I C I7
7 UL1LL
B'1 8-O'x4'_S' 9'-4'CLG. ALL' ate. I4
Q1 a CABNET CRMN
6]
O K1 Itp(A
Z e,_b.LAV. I 4' EIDRM.94 _ m
10'-m5c10'-0'
1 D atiee I s•
Y HDRM.
13 10'-
O'x17'_
8• 9'-4' CLG.
1 c,- V-4' CLG. 10'-10' 7'-
4 I 10'u
1'-7' 3•-8' 0 I 5-
0 • .c 7 - II BF. ;
Y r--lr--
1
OPT OPT IInw I-D.11WC. 9 W.
1
I + pFr
PNFl O
n
GLQ' -1-1 J LA
HATHl1 °
II
Y
w-I
O b•-Io•m'-r 7 3 O Y-4• CLG.
I 1 0 UTLLIn YJ' Clfi f
y Si73' l 5w Q I I
9 ILAGCEaBJ ATTIC I YITdEJBFILR1d FQT
H 2-
CAR GARAGE
O 5-0 BF.
10' b'
I'_4•
HDRM•,
62 7
T. i7'-4'
xl0'-
0' 7'-b m
Y 76-
6I4 76-SH ARGHT OP v-
i+b'-s' 3A EGRESS EGRESS
O a-WaA TONE VO4EER e-
b'
X-
10'
S'-
1. 4'-0' 40'-0. FLOOR
PLAN SCALE}' .
I'-V
ELEVATION V' a A I
C
N I T E C T 8 GDesfn rou Ina
iM1NNONALD
RGGAN •LVD LONG WOOD, FL
37170 w FAL407-77-
073 MaILNVDND com Mf0003]
37 r 8 CD
E
O
L
C
9UHDIV.
de
LOT•.
KENSINGTON RESERVE CAT #
28)
MODElz
SEAGATE VERSION#
04)
P"'
oJZCT/I:
02997.000 02BR1
PAGIC: FLOOR PLAN
DATM
5/
24/
18 9CAum 1/4'=
1'-0' Bill= 2 07r
6
FORM R405-2017 RECORD COPY
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot28KensingtonReserveSeagateDGRE Builder Name: RYAN HOMES
Street: 3733 HANWORTH LOOP Permit Office: ,b64 O D_
2 8 5 4
BU/1,0
City, State, Zip: SANFORD , FL, 32773 Permit Number. S G"
Owner: Jurisdiction: 691500 q i/,
0
Design Location: FL, Orlando County:: Seminole (Florida Climate Zo) R
A
E
1. New construction or existing New (From Plans) 9. Wall Types (1936.7 sqft.) Insulate rea
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1614.70 ft2
b. Frame - Wood, Adjacent R=13.0 322.00 ft2
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types (2048.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2048.00 ft2
6. Conditioned floor area above grade (ft2) 2034 b. N/A R= ft2
c. R= ft2
Conditioned floor area below grade (ft2) 0
11. Ducts R ft2 7.
Windows(268.5 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 406.8 a.
U-Factor. Dbl, U=0.35 216.60 ft2 SHGC:
SHGC=0.29 b.
U-Factor. Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC:
SHGC=0.29 a.
Central Unit 34.8 SEER:15.00 c.
U-Factor: Dbl, U=0.34 3.85 ft2 SHGC:
SHGC=0.31 13. Heating systems kBtu/hr Efficiency d.
U-Factor. N/A ft2 a. Electric Heal Pump 32.6 HSPF:8.50 SHGC:
Area
Weighted Average Overhang Depth: 3.932 ft. Area
Weighted Average SHGC: 0.290 14. Hot water systems a.
Electric Cap: 50 gallons 8.
Floor Types (2034.0 sqft.) Insulation Area EF: 0.950 a.
Slab -On -Grade Edge Insulation R=0.0 2034.00 ft2 b. Conservation features b.
N/A R= ft2 None c.
N/A R= ft2 15. Credits Pstat Glass/
Floor Area: 0.132 Total
Proposed Modified Loads: 58.28 PASS Total
Baseline Loads: 61.87 I
hereby certify that the plans and spe ifications covered by Review of the plans and gliE Sr'4?' 0this
calculation are in compliance wi the Florida Energy specifications covered by this pti. Code.
calculation indicates compliance FOB,
with
the Florida Energy Code. O N
PREPARED
BY: ' " T-
Before construction is completed DATE:
5-99-111 Srnff Pratt this building will be inspected for compliance
with Section 553.908 I
hereby certify that this buildin9las designed, is in compliance Florida Statutes. COD
withtheFloridaEnergyCode. WE T¢J OWNER/
AGENT: BUILDING OFFICIA DATE:
5/29/2018 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). 5/
29/2018 2:20 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
C.none onnt_'n17
PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Lot28KensingtonReserveSea Bedrooms: 4
User Conditioned Area: 2034
Total Stories: 1
1 Worst Case: No
RYAN HOMES Rotate Angle: 0
SANFORD Cross Ventilation: No
691500 Whole House Fan: No
Single-family
New (From Plans)
Address Type: Street Address
Lot # 28
Block/Subdivision: KENSINGTON
PlatBook:
Street: 3733 HANWORTH LO
County: Seminole
City, State, Zip: SANFORD ,
FL. 32773
CLIMATE
Design Location
Design Temp
TMY Site 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2034 18916.2
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 2034 18916.2 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter R-Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 173.5 ft 0 2034 ft' 0.34 0 0.66
ROOF
V # Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt Emitt Deck Pitch
Tested Tested Insul. (deg)
1 Gable or Shed Composition shingles 2275 ft' 510 ft' Medium 0.85 N 0.85 No 0 26.6
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 2034 ft' N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 2048 ft' 0.11 Wood
5/29/2018 2:20 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
moon onnr,_0n17
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Space 0
1 E Exterior Concrete Block - Int Insul Main 4.1 4 7 9 4 42.8 ft2 0 0 0.6 0
2 E Exterior Concrete Block - Int Insul Main 4.1 14 5 9 4 134.6 ft2 0 0 0.6 0
3 N Exterior Concrete Block - Int Insul Main 4.1 28 2 9 4 262.9 ft2 0 0 0.6 0
4 N Exterior Concrete Block - Int Insul Main 4.1 15 4 9 4 143.1 ft2 0 0 0.6 0
5 N Exterior Concrete Block - Int Insul Main 4.1 6 10 9 4 63.8 ft' 0 0 0.6 0
6 W Exterior Concrete Block - Int Insul Main 4.1 14 11 9 4 139.2 ft' 0 0 0.6 0
7 W Exterior Concrete Block - Int Insul Main 4.1 10 11 9 4 101.9 ft2 0 0 0.6 0
8 W Exterior Concrete Block - Int Insul Main 4.1 13 11 9 4 129.9 ft2 0 0 0.6 0
9 S Exterior Concrete Block - Int Insul Main 4.1 20 3 9 4 189.0 ft2 0 0 0.6 0
10 S Exterior Concrete Block - Int Insul Main 4.1 9 3 9 4 86.3 ft' 0 0 0.6 0
11 S Exterior Concrete Block - Int Insul Main 4.1 17 3 9 4 161.0 ft2 0 0 0.6 0
12 S Exterior Concrete Block - Int Insul Main 4.1 17 2 9 4 160.2 ft' 0 0 0.6 0
13 Garage Frame - Wood Main 13 34 6 9 4 322.0 ft' 0 0.23 0.01 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E Insulated Main None 25 3 8 24 ft'
2 Wood Main None 25 2 8 16 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 E 2 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft' 1 ft 0 in 3 ft 9 in Drapes/blinds Exterior 5
2 N 3 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
3 N 4 Vinyl Low-E Double Yes 0.34 0.31 N 3.9 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds None
4 W 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
5 W 7 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 9 ft 0 in 0 ft 4 in Drapes/blinds Exterior 5
6 W 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
7 S 9 Vinyl Low-E Double Yes 0.35 0.29 N 48.6 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
8 S 10 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft' 12 ft 0 in 0 ft 4 in Drapes/blinds Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 429 ft' 429 ft2 78 ft 9.3 ft 1
5/29/2018 2:20 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
rnDne Dnnr On-17
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000414 2206.9 121.16 227.85 .302 7
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 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubTpe Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft'
DUCTS
Supply --
Location R-Value Area
Return — Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT QN RLF
HVAC #
Heat Cool
1 Attic 6 406.8 ft Main 101.7 ft Default Leakage Main (Default) (Default) 1 1
TEMPERATURES
Programablje
ThermostatJan: jYFebj jHeating [X] Jan [X] Feb [X] Mar
Venting [ ] Jan [ ] Feb [X] Mar
j
Ceiling Fans:
CoolinjX] njX] j Oct Nov L
1 Pr I i Ma
JunMay
11Jun [ j Jul Aug [ ]Sep L 1 NNov lxlJun [ ] Jul Aug [ ] Sep lxJOct ov Dec
Dec
Dec
5/
29/2018 2:20 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
nDne DAnr_on!7
Thermostat Schedule:
Schedule Type
HERS 2006 Reference
1 2 3 4 5
Hours
6 7 8 9 10 11 12
Cooling (WD) AM
PM
78
80
78
80
78
78
78
78
78
78
78
78
78
78
78
78
80
78
80
78
80
78
80
78
Cooling (WEH) AM
PM
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
Heating (WD) AM
PM
66
68
66
68
66
68
66
68
66
68
68
68
68
68
68
68
68
68
68
68
68
66
68
66
Heating (WEH) AM
PM
66
68
66
68
66
68
66
68
66
68
68
68
68
68
68
68
68
68
68
68
68
66
68
66
5/29/2018 2:20 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 94
The lower the EnergyPerformance Index, the more efficient the home.
3733 HANWORTH LOOP, SANFORD, FL, 32773
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft')
7. Windows" Description
a. U-Factor. Dbl, U=0.35
SHGC: SHGC=0.29
b. U-Factor. Dbl, U=0.62
SHGC: SHGC=0.29
c. U-Factor: Dbl, U=0.34
SHGC: SHGC=0.31
d. U-Factor. N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
New (From Plans) 9. Wall Types
Single-family
a. Concrete Block - Int Insul, Exterior
b. Frame - Wood, Adjacent
1 c. N/A
4 d. N/A
10. Ceiling Types
No a. Under Attic (Vented)
2034 b. N/A
c. N/A
Area
11. Ducts
216.60 ft2 a. Sup: Attic, Ret: Main, AH: Main
48.00 ft2
12. Cooling systems
3.85 ft' a. Central Unit
ft'
3.932 ft.
0.290
Insulation Area
R=0.0 2034.00 ft'
R= ft'
R= ft'
13. Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code comoliapt fr lures.
Builder Signature:
Address of New Home: 3733
Date: 5/29/2018
City/FL Zip: 32773
Insulation Area
R=4.1 1614.70 ft2
R=13.0 322.00 ft'
R= ft2
R= ft'
Insulation Area
R=38.0 2048.00 ft'
R= ft2
R= ft'
R ft2
6 406.8
kBtu/hr Efficiency
34.8 SEER:15.00
kBtu/hr Efficiency
32.6 HSPF:8.50
Cap: 50 gallons
EF: 0.95
Pstat
TKe sr'
F
SOD WE
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.
5/29/2018 2:20 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: 3733 HANWORTH LOOP Permit Number:
SANFORD, FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
5/29/2018 2:20 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. 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 healing load.
R403.3..2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the lest. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41°C)
or below 55'F (13'C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
5/29/2018 2:20 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heal traps installed on both the inlets and outlets. External heal traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100'F to 140'F (38'C to 60'C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all slated 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 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
5/29/2018 2:20 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturers product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturers
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heal 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 50"F (10°C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8"C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403A0.3 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.
5/29/2018 2:20 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 (Mandatoryte 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.
5/29/2018 2:20 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
5/29/2018 2:19:22 PM Page 1 of 1
Manual S Compliance Report Job: LotMensingtonResetv...
wrightsoft• p P Date: 09-12-11
Entire House By: Vw
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
ect 1n10rmduc
For: RYAN HOMES
3733 HANWORTH LOOP, SAN FORD, FL 32773
Cooling Equipment
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 28442 Btuh Entering coil DB: 77.4°F
Outdoor design WB: 76.2°F Latent gain: 5709 Btuh Entering coil WB: 64.1°F
Indoor design DB: 75.0°F Total gain: 34151 Btuh
Indoor RH: 50% Estimated airflow: 1160 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Goodman Mfg.
Actual airflow: 1160 cfm
Sensible capacity: 29100 Btuh
Latent capacity: 5741 Btuh
Total capacity: 34842 Btuh
Model: GSZ140361K+ASPT47D14A
1020/6 of load
101% of load
1020/6 of load SHR: 84%
Heating Equipment
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 27073 Btuh
Indoor design DB: 70.0°F
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 120% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1160 cfm
Output capacity: 7.9 kW 99% of load Temp. rise: 50 OF
Meets all requirements of ACCA Manual S.
Entering coil DB: 68.1OF
Capacity balance: 37 OF
Economic balance: -99 OF
wrightsoft'
2018-May-29 14-15-04
C Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1
I'M...agateDGRE\Lot28KensingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door laces: E
ComponentCom Constructions Job: Lot28KensingtonReserv...
Wrightsoft' P Date: 09-12-11
Entire House By: VMT
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM
mmmect inTormapon
For: RYAN HOMES
3733 HANWORTH LOOP, SANFORD, FL 32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (OF) 28 18
Latitude: 280N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (°F) 42 93 Infiltration:
Daily range (OF) - 16 ( M) Method Simplified
Wet bulb (OF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
fe BNhM'--•F tP-'F/BNh BNhM' BWh BtuhM' Btu
Walls
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 112" gypsum board int fnsh: n 435 0.201 4.1 5.57 2420 4.37 1900
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh a 80 0.201 4.1 5.57 446 4.37 350
s 501 0.201 4.1 5.57 2788 4.37 2189
w 276 0.201 4.1 5.57 1538 4.37 1208
all 1292 0.201 4.1 5.57 7192 4.37 5647
Partitions
12C-Osw: Frm wall, stucco ext, 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, mtl no brk frm mat, Or innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5.25 It window ht, 1.17 ft sep.); 6.67 It head ht
2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk trm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (1.25 ft
window ht, 1.17 It sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (6.25 ft window ht, 3.75 ft sep.); 6.67 ft head ht
2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (6.25 ft
window ht, 3.75 It sep.); 6.67 ft head ht
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 12 ft overhang (8 It
window ht, 0.33 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 9 ft overhang (5.25 ft
window ht, 0.33 ft sep.); 6.67 ft head ht
304 0.091 13.0 2.52 767 1.45 441
n 16 0.350 0 9.69 157 10.5 169
n 17 0.350 0 9.69 161 10.5 174
s 49 0.350 0 9.69 471 10.7 522
w 65 0.350 0 9.69 628 29.0 1875
all 146 0.350 0 9.69 1417 18.8 2740
n 4 0.350 0 9.69 37 12.2 47
e 39 0.350 0 9.69 374 29.0 1116
e 39 0.350 0 9.69 374 34.0 1310
s 48 0.620 0 17.2 824 16.9 812
w 32 0.350 0 9.69 314 12.2 395
2018-May-29 14:15:04
t +jd- wrightsofFt' Right -Suite® Universal 2018 18.0.13 RSU23828 page 1
AC(>, ...agateDGRE\Lot28KensingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door faces: E
Doors
11 DO: Door, wd sc type
Ceilings
1613-38ad: Attic ceiling, asphalt shingles root mat, r-38 ceil ins, 1/2"
gypsum board int fnsh
Floors
22A-tpl: Bg floor, light dry soil, on grade depth
e 20 0.390 0 10.8 217 12.0 242
n 18 0.390 0 10.8 193 12.0 215
all 38 0.390 0 10.8 410 12.0 457
2048 0.026 38.0 0.72 1475 1.41 2893
174 0.989 0 27.4 4753 0 0
wrightsoft•
2018-May-2914:15:04
t Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2
4CCl...agateDGRE\Lot28KensinglonReserveSeagateDGRE.rup Calc = MJB Front Door laces: E
Project Summary
Job: LotMensingtonReserv...
wri htsoft' Y Date: 09-12-11
9 Entire House By: VMT
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Prooect Information
For: RYAN HOMES
3733 HANWORTH LOOP, SANFORD, FL 32773
Notes: L.S. 10-9-17 SRP
RVSD 12-15-17 SRP
L.S. 5-29-18 SRP
Design Information
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary
Structure 21030 Btuh
Ducts 4206 Btuh
Central vent (61 cfm) 1837 Btuh
Outside air
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 27073 Btuh
Infiltration
Method
Construction quality
Fireplaces
Area (ft2
Volume (ft3)
Air changes/hour
Equiv. AVF (cfm)
Simplified
Average
0
He ilig2034 Cooling
2034
19110 19110
0.32 0.16
102 51
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI
Model GSZ140361 K
A H R I ref 8242629
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 37 OF
Backup:
8.5 HSPF
32600 Btuh @ 470F
26 0
1160 cfm
0.046 cfm/Btuh
0.30 in H2O
Input = 8 kW, Output = 26830 Btuh, 100 AFUE
Sensible Cooling Equipment Load Sizing
Structure 20986 Btuh
Ducts 6296 Btuh
Central vent (61 cfm) 1161 Btuh
Outside air
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier
Equipment sensible load
1.00
28442 Btuh
Latent Cooling Equipment Load Sizing
Structure 2580 Btuh
Ducts 1252 Btuh
Central vent (61 cfm) 1877 Btuh
Outside air
Equipment latent load 5709 Btuh
Equipment Total Load (Sen+Lat) 34151 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 0.043 cfm/Btuh
Static pressure 0.30 in H2O
Load sensible heat ratio 0.83
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
ti- wrightsoft-
2018-May-29 14:15:04
Right -Suite® Universal 2018 18 0.13 RSU23828 Page 1
ACCP.... agateDGRENLot28KensingtonReserveSeagateDGRE rup Calc = MJ8 Front Door faces: E
wrightsoftRight-M Worksheet Entire
House DEL -
AIR HEATING & AIR CONDITIONING
531
CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job:
Lot28Kensing ton ReserveSe... Date: 09-
12-11 By: VMT
1 Room
name Entire House Bdrm 3 2 Exposed
wall 173.5 11 13.5 If 3 Room
height 9.3 1t 9.3 It heat/cool 4 Room
dimensions 13.5 x 13.5 ft 5 Room
area 2047.5 fie 182.3 fiz Ty Construction
Ul-value Or HTM Area (ft Load Area (ft Load I number
BtutUftZ°F) Btuhrft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heal Cool
Gross WP/S Heat Cool Gross N/P/S Heat Cool 6 W
Blk wall, stucco ext 0.201 n 5.57 4.37 471 435 2420 1900 126 110 611 480 2A-2om
0.350 n 9.69 10.46 16 0 157 169 16 0 157 169 2A-2om
0.350 n 9.69 10.46 17 0 161 174 0 0 0 0 213-21m
0.350 n 9.69 12.19 4 0 37 47 0 0 0 0 1 1
Vk Blk
wall,
stucco ext 0.201 a 5.57 4.37 177 80 446 350 0 0 0 0 2A-2om
0.350 a 9.69 28.96 39 0 374 1116 0 0 0 0 2B-2fm
0.350 a 9.69 33.98 39 0 374 1310 0 0 0 0 11DO 0.
390 a 10.80 1203 20 20 217 242 0 0 0 0 Vy 81k
wall, stucco ext 0.201 s 5.57 4.37 597 501 2788 2189 0 0 0 0 2A-2om
0.350 s 9.69 10.74 49 39 471 522 0 0 0 0 14-G
2A-2omd
0.620 s 17.17 16.92 48 48 824 812 0 0 0 0 Vy Blk
wall, stucco ext 0.201 w 5.57 4.37 373 276 1538 120E 0 0 0 0 2A-2om
0.350 w 9.69 1219 32 32 314 395 0 0 0 0 Lam{( 2A-
2om 0.350 w 9.69 28.96 65 0 628 1875 0 0 0 0 P 12C-
0sw 0.091 252 1.45 322 304 767 441 126 126 318 183 11 DO
0.390 n 10.80 12.03 18 18 193 215 0 0 0 0 C 16B-
38ad 0.026 0.72 1.41 2048 2048 1475 2893 182 182 131 258 F 22A-
tpl 0.989 27.40 0.00 2048 174 4753 0 182 14 370 0 6 c)
AED excursion 0 99 Envelope loss/
gain 17936 15859 1587 991 12 a)
Infltralion 3094 977 241 76 b) Room
ventilation 0 0 0 0 13 1ntemal
gains: Occupants @ 230 5 1150 0 0 Appliances/other
3000 0 Subtotal (lines
6 to 13) 21030 20986 1828 1067 Less extemal
load 0 0 0 0 Less transfer
0 0 0 0 Redistribution 0
0 0 0 14 Subtotal
21030 209B6 182E 1067 15 Duct
loads 20'/ 30% 4206 30% 366 320 Total mom
load 25236 2 j 2193 1387 Air required (
cfm) 1160 101 59 Calculations approved
by ACCA to meet all requirements of Manual J 8th Ed. Fl 6_ =
F lghtsoTV- 2018-May-29 14:15:04 9f\ ^--- Right -
Suite®
Universal 2018 18.0.13 RSU23828 Page 1 agateDGRE\Lot28KensingionReserveSeagateDGRE.
rup Calc - M.18 Front Door faces: E
wrightsoft• Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone:407-333.2665 Fax:407-333-3853 Web: WWW DEL-AIR.COM
Job: Lot28Ken sing ton ReserveSe... Date:
09-12-11 By:
VMT 1
Room name Msir WIC Msir WC 2
Exposed wall 5.5 it 0 it 3
Room height 9.3 it heat/cool 9.3 it heal/cool 4
Room dimensions 14.0 x 5.5 it 7.0 x 3.5 it 5
Room area 77.0 ft2 24.5 ft2 Ty
Construction U-value Or HTM Area (fig Load Area (fig Load number
B1ulVft2-"F) Btuh/fig or perimeter (it) Btuh) or perimeter (it) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
V I Blk wall, stucco ext 0.201 n 5.57 4.37 51 51 286 224 0 0 0 0 2A-
20m 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-
2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 I{
GG
2B-
21m 0.350 n 9.69 1219 0 0 0 0 0 0 0 0 1
1 Vh
Blk
wall, stucco ext 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 2B-
21m 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 11D0
0.390 a 10.80 1203 0 0 0 0 0 0 0 0 yl
Blk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.350 s 9.69 10.74 0 0 0 0 0 0 0 0 Imo_ C,G
2A-
2omd 0.620 s 17.17 16.92 0 0 0 0 0 0 0 0 V
Blk wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 9.69 1219 0 0 0 0 0 0 0 0 L-_
G
2A-
2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 PII
12C-Osw 0.091 252 1.45 0 0 0 0 0 0 0 0 L-
D 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C
16B-38ad 0.026 0.72 1.41 77 77 55 109 25 25 18 35 F
22A-tpl 0.989 27.40 0.00 77 6 151 0 25 0 0 0 6
c) AED excursion 31 3 Envelope
loss/gain 492 302 18 32 12
a) Infiltration 98 31 0 0 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 1 590 333 18 32 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 590 333 18 32 15
Duct loads 209/6 300/6 118 100 209/6 30/6 1 4 10 Total
room load 708 433 21 41 Air
required (cfm) 33 18 1 2 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. a
r wrLo 2018-May-29 14:15:04 ACC'.
Right -
Suite® Universal 2018 18.0 13 RSU23828 Page 2 agateDGRENLot28KensingtonReserveSeagateDGRE.
rup Calc = MJ8 Front Door faces E
wrightsoft• Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot28Ken sing ton ReserveSe... Date:
09-12-11 6y:
VMT 1
Room name Mstr Bthrm Mstr Bdnn 2
Exposed wall 9.5 it 31.0 it 3
Room height 9.3 it heat/cool 9.3 it heal/cool 4
Room dimensions 1.0 x 87.5 ft 1.0 x 259.0 ft 5
Room area 87.5 W 259.0 fR Ty
Construction U-value Or HTM Area (fig Load Area (ftg Load number
BtutVftz°F) Btuft/ftg or perimeter (it) Btuh) or perimeter (h) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
VhBlk wall, stucco ext 0.201 n 5.57 4.37 89 85 472 371 159 142 791 621 2A-
20m 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-
2om 0.350 n 9.69 10.46 0 0 0 0 17 0 161 174 2B-
2fm 0.350 n 9.69 1219 4 0 37 47 0 0 0 0 11
VhBlk wall, stucco ext 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 2B-
21m 0.350 a 9.69 33.98 0 0 0 0 0 0 0 0 11
DO 0.390 a 10.80 12-03 0 0 0 0 0 0 0 0 Vjl
Blk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.350 s 9.69 10.74 0 0 0 0 0 0 0 0 ll--G 2A-
2omd 0.620 s 17.17 16.92 0 0 0 0 0 0 0 0 V
Blk wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 131 98 547 430 2A-
2om 0.350 w 9.69 1219 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 9.69 28.96 0 0 0 0 32 0 314 938 PII
12C-0sw 0.091 252 1.45 0 0 0 0 0 0 0 0 D
11DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C
1613-38ad 0.026 0.72 1.41 88 88 63 124 259 259 187 366 F
22A-tpl 0.989 27.40 0.00 88 10 260 0 259 31 849 0 6
c) AED excursion 51 147 Envelope
loss/gain 833 491 2849 2675 12
a) Infiltration 169 54 553 175 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 1 230 Applanceslother
0 600 Subtotal (
lines 6 to 13) 1002 544 3402 3680 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1002 544 3402 3680 1T;
z 2D'/
30'/6 200 163 20% 30% 680 1104 load
1203 708 4082 4784 cfm)
1 1 55 30 188 203 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft-
2018-May-2914:15:04 Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 3 agateDGRE\
Lot28KensingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door faces: E
1- wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot28Kensing ton ReserveSe... Date:
09-12-11 By:
VMT 1
2
3
4
5
Room
name Exposed
wall Room
height Room
dimensions Room
area GREAT
RM 29.
0 It 9.
3 ft heaYcool 1.
0 x 658.6 It 658.
6 ft2 Kitchen/
Nook 34.
0 If 9.
3 ft heal/cool 1.
0 x 277.4 If 277.
4 ftz Ty
Construction number
U-
value BtufditZ•
F) Or
HTM Btut1/
ftz) Area (
ftq or
perimeter (ft) Load
Btuh)
Area (
III or
perimeter (ft) Load
Btuh)
Heat
Cod Gross N/P/S Heat Cool Gross I N/P/S Heat cool 6
11
Vjl
Blk wall, stucco ext 2A-
2om 2A-
2om 2B-
2f m Blk
wall, stucco ext 2A-
2om 2B-
21m 11
DO Blk
wall, stucco ext 2A-
2om 2A-
2omd Blk
wall, stucco ext 2A-
2om 2A-
2om 12C-
Osw 11D0
16B-
38ad 22A-
tpl 0.
201 0.
350 0.
350 0.
350 0.
201 0.
350 0.
350 0.
390 0.
201 0.
350 0.
620 0.
201 0.
350 0.
350 0.
091 0.
390 0.
026 0.
989 n
n
n
n
a
a
a
a
s
s
s
w
w
w
n
5.
57 9.
69 9.
69 9.
69 5.
57 9.
69 9.
69 10.
80 5.
57 9.
69 17.
17 5.
57 9.
69 9.
69 2.
52 10.
80 0.
72 27.
40 4.
37 10.
46 10.
46 12.
19 4.
37 28.
96 33.
98 12.
03 4.
37 10.
74 16.
92 4.
37 12.
19 28.
96 1.
45 12.
03 1.
41 0.
00 0
0
0
0
47
0
0
20
84
0
48
140
0
32
196
18
659
659
0
0
0
0
27
0
0
20
36
0
48
108
0
0
178
18
659
29
0
0
0
0
148
0
0
217
200
0
824
599
0
314
449
193
474
794
0
0
0
0
116
0
0
242
157
0
812
471
0
938
259
215
931
0
0
0
0
0
0
0
0
0
215
32
0
103
32
0
0
0
277
277
0
0
0
0
0
0
0
0
182
26
0
70
32
0
0
0
277
34
0
0
0
0
0
0
0
0
1015
314
0
391
314
0
0
0
200
931
0
0
0
0
0
0
0
0
797
348
0
307
395
0
0
0
392
0
I--
GG
V
L
P
C
F
6
c) AED excursion 110 152 Envelope
loss/gain 4214 4= 3165 2391 12
a) Infiltration b)
Room ventilation 517
0
163
0
606
0
192
0
13
Internal gains: Occupants @ 230 Appliances/
other 4
920 0
0
0 1200
Subtotal (
lines 6 to 13) 4731 5113 3772 3783 14
15
Less
external load Less
transfer RedistnWion
Subtotal
Duct
loads 20 M. 30° 0
0
0
4731
946
0
0
0
5113
1534
20°/ 30° 0
0
0
3772
754
0
0
0
3783
1135
Total
room load Air
required (cfm) 5677
261
6647
283
1 4526
1
208 4917
209
Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wr
gF!tsoft- 2018-May-29 14:15,04 A
Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 4 agateDGRE1Lot28KensingtonReserveSeagateDGRE.
rup Calc = MJ8 Front Door faces: E
wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot28Kensing ton ReserveSe... Date:
09-12-11 By: •
VMT 1
Room name Bdrm 4 Bdrm 2 2
Exposed wall 10.5 ft 34.0 it 3
Room height 9.3 ft heat/cool 9.3 It heal/cool 4
Room dimensions 13.5 x 10.5 ft 1.0 x 195.0 ft 5
Room area 141.8 f12 195.0 f12 Ty
Construction U-value Or HTM Area (ft Load Area (ft9 Load number
Btuh/ftI'F) Btuhr1112) or perimeter (ft) Btuh) or perimeter (fl) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
W Blk wall, stucco exi 0.201 n 5.57 4.37 0 0 0 0 47 47 260 204 2A-
2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2A-
2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 2B-
2fm 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 11
VhBlk wall, stucco exi 0.201 a 5.57 4.37 0 0 0 0 131 54 298 234 2A-
2om 0.350 a 9.69 28.96 0 0 0 0 39 0 374 1116 2B-
2fm 0.350 a 9.69 33.98 0 0 0 0 39 0 374 1310 11DO
0.390 a 10.80 12.03 0 0 0 0 0 0 0 0 Blk
wall, stucco ext 0.2D1 s 5.57 4.37 98 82 456 358 140 140 779 612 2A-
2om 0.350 s 9.69 10.74 16 13 157 174 0 0 0 0 lit-----
2 2A-2omd 0.620 s 17.17 16.92 0 0 0 0 0 0 0 0 Blk
wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 9.69 1219 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 P
12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11D0
0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C
16B-38ad O.026 0.72 1.41 142 142 102 200 195 195 140 276 F
22A-1p1 0.989 27.40 0.00 142 11 288 0 195 34 931 0 6
c) AED excursion 99 187 Envelope
loss/gain 1002 633 3157 3939 12
a) .Irdiltration 187 59 606 192 b)
Room ventilation 0 0 0 0 13
Intemal gains: Occupants @ 230 0 0 0 0 Appliances/
other 600 1 0 Subtotal (
lines 6 to 13) 1189 1292 3763 4130 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1189 1292 3763 4130 15
Duct loads 20% 30% 238 388 2D'/ 309/6 753 1239 Total
room load 1427 1680 4516 53119 Air
required (cfm) 1 66 71 208 228 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgtitsofY-
2018-May-2914,15.04 Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 5 agateDGRElLot28KensingtonReserveSeagateDGRE.
rup Calc - MJ8 Front Door faces: E
F- wrightsoft' Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax. 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot Men sing tonReserveSe...
Date: 09-12-11
By: VMT
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Bth 1
6.5 It
9.3 it heat/cool
1.0 x 106.0 ft
106.0 f12
Bih 2
0 It
9.3 It heat/cool
7.0 x 5.5 ft
38.5 ft2
Ty Construction
number
Ul-value
Btutditz'F)
Or HTM
Btuhlftq
Area (fig
or perimeter (ft)
Load
Btuh)
Area (fig
or perimeter (ft)
Load
Btuh)
Heat Co.[ Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6V[
jBlk
1 1
wall, stucco ext
2A-2om
2A-2om
2B-2fm
Blk wall, stucco ext
2A-2om
2B-2fm
11 DO
Blk wall, stucco ext
2A-2om
2A-2cmd
Blk wall, stucco ext
2A-2om
2A-2om
12C-Osw
0.201
0.350
0.350
0.350
0.201
0.350
0.350
0.390
0.201
0.350
0.620
0.201
0.350
0.350
0.091
n
n
n
n
a
a
a
a
s
s
s
w
w
w
5.57
9.69
9.69
9.69
5.57
9.69
9.69
10.80
5.57
9.69
17.17
5.57
9.69
9.69
2-52
4.37
10.46
10.46
1219
4.37
28.96
33.98
1203
4.37
10.74
16.92
4.37
1219
28.96
1.45
0
0
0
0
0
0
0
0
61
0
0
0
0
0
0
0
0
0
0
0
0
0
0
61
0
0
0
0
0
0
l0
0
0
0
0
0
0
0
338
0
0
0
0
0
0
0
0
0
0
0
0
0
0
265
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
Vh
Vy
IG
PI
L--D 11D0
16B-38ad
22A-tpl
0.390
0.026
0.989
n 10.80
0.72
27.40
1203
1.41
0.00
0
106
106
0
106
7
0
76
178
0
150
0
0
39
39
0
39
0
0
28
0
0
54
0
C
F
6 c) AED excursion 38 56
Envelope loss/gain 592 377 28 1
12 a) Infiltration 116 37 0 0
b) Room ventilation 0 0 0 0
13 Intemal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 600
Subtotal (lines 6 to 13) 708 413 28 599
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
0
708
0
0
413
0
0
28
0
0
599
15 Duct loads 20% 3D9/6 142 124 200/6 309/6 6 180
Total room load
Air required (cfm)
850
39
537
23
33
2
778
33
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
j.t wrlgt tsoTt- 2018-May-2914:15:04
A -
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 6
agateDGRBLot28KensingtonReserveSeagateDGRE.rup Calc - MJ8 Front Door faces: E
Duct System SJob:
LotMensingtonReserv... wrightsofte
yem Summary Date: 09-12-11 Entire
House By: VW DEL -
AIR HEATING & AIR CONDITIONING 531
CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project• •
For:
RYAN HOMES 3733
HANWORTH LOOP, SAN FORD, FL 32773 External
static pressure Pressure
losses Available
static pressure Supply /
return available pressure Lowest
friction rate Actual
air flow Total
effective length (TEL) Heating
0.
30 in H2O 0.
06 in H2O 0.
24 in H2O 0.
120 / 0.120 in H2O 0.
171 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.
171 in/100ft 1160
cfm 140
ft Supply
Branch Detail Table Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H
x W in)
Duct
Mall
Actual
Ln (
ft) Ftg.
Egv Ln (
ft) Trunk Bann
2 c 5369 208 228 0.212 9.0 Ox 0 VIFx 28.4 85.0 st2 Bdrm
3 h 2193 101 59 0.319 6.0 Ox 0 VIFx 5.1 70.0 Bdrm
4 c 1680 66 71 0.225 6.0 Ox 0 VIFx 21.7 85.0 st2 Btht-
A h 850 39 23 0.221 4.0 Ox0 VIFx 23.5 85.0 st2 Bth
2 C 778 2 33 0.310 4.0 Ox 0 VIFx 7.4 70.0 GREAT
RM c 2216 87 94 0.171 6.0 Ox 0 VIFx 40.0 100.0 st3 GREAT
RM-A c 2216 87 94 0.171 6.0 Ox0 VIFx 40.3 100.0 st3 GREAT
RM-B c 2216 87 94 0.214 6.0 Ox 0 VIFx 27.2 85.0 SO Ktchen/
Nook c 2459 104 105 0.207 7.0 Ox0 VIFx 31.1 85.0 st2 K;
tchen/Nook-A C 2459 104 105 0.198 7.0 Ox 0 VIFx 36.2 85.0 st2 Mstr
Bdrm c 4784 188 203 0.174 8.0 Ox 0 VIFx 37.9 100.0 st3 Mstr
Bthrm h 1203 55 30 0.222 5.0 Ox 0 VIFx 23.2 85.0 st1 Mstr
WC c 41 1 2 0.226 4.0 Ox 0 VIFx 21.2 85.0 st1 Mstr
WIC h 708 33 18 0.226 4.0 Ox 0 VIFx 21.4 85.0 stl Supply
Trunk Detail Table Trunk
Htg Clg Design Veloc Diam H x W Duct Name
Type cfm) cfm) FR fpm) in) in) Material Trunk st3
Peak AVF 362 392 0.171 499 12.0 0 x 0 VinlFlx SO st1
Peak AVF 537 536 0.171 503 14.0 0 x 0 VinlFlx st2
Peak AVF 520 532 0.198 497 14.0 0 x 0 VinlFlx V~+
Right -
Suite® Universal 2018 18.0.13 RSU23828 ACCA...
agateDGRE\Lot28KensingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door faces 2018-
May-29 14:15:05 Page
1
Return Branch. Detail Table
Name
Grille
Size (in)
Htg
cfm)
ClgI (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
wrightsoR•
2018-May-29 14:15:05
Right -Suite® Universal 2018 18.0.13 RSU23828 page 2
ACCK...agateDGRE1Lot28KensingtonReserveSeagateDGRE.rup Calc = MJ8 Front Door laces. E
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot28KensingtonReserveSeagateDGRE Builder Name: RYAN HOMES
Street: 3733 HANWORTH 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.
The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls
Walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
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 3s.
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
extend behind D*D'no and wwrina.
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
betweenfire prinkler cover plates and walls or ce0I0nos--.-- .--
a. In addition, inspection of log walls shall be in accordance with the provisions or icc-4uu.
5/29/2018 2:20 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
aa-ea ae-e l as -ea a-e I
I IATAI I wee ECdMW
I =''4- rr- I
I
95
Pq I
I0x6 Iwcd Z 61,
01
d A- a
GRBA7 RY. M U w.-4.
ci.0 Z 16x16
rn
O p
14x
Iwcd 01 O + e a -
a 205 g L c O c 105 4'
8' O C$ L S 12x6 Iwcd
o 99
3 \ O • I0x6 Iwcd
z 3-P ('' 6- Jill =
d
Ij j II 12' X Y-4' •
I III I t -4' J O I
III I I V-4' OII I
I DINING x
S c x6 w III II12x6
1 rc = I I T-4' CLG. II 105
4' lOx6 Iwcd
6 95 I
I 7' I
9'-4' CLGL 20 I w-a =
I Bx4 Iwcd m ----- II
u
I ' I
BDRM.#A
V-4'
Q.& I m -{•
I
W-4'
0.G: 70 I
4 6' I0x6 Iwcd d C
P11 lox 6, I
II
60
U d
d $ I 4• 3 U(
4- I Z5 \ \0
20x6 rag 4- 3C7N
O 0
I I P O [ ---
Il -- d L
20x r = _ _ _ - - - 24 IB rag 4 1Z
O 9'-
4' I I O PADS 4 A41
II I I wryer uc t0 roof
c iwc /dr
er
vent bo A 2-cAit
GARAGE J J 91 - e {•
ate J Z vI Q 20x6
rag
3 z U Q A
3.
0
TON V/5KV @240V IPH Pqq 230 IBx13
plen LL- X 14 Iwcd
platforn by >- (U zb-ew
ae-ew i Z-1 bldr (U
Pq 1 rsee sae
WWCL&- - Ir'
ok'-
0• ox NOTE TO
BUDL DER,MUST PROVIDE UNRESTRICTED 1 INCH
UNDERCUT BELOV DOIIRS TO HABITABLE ROOMS Transfer ducts/
grills sized In conpUance with Florida
Residential Building Code-M1602.4 balanced return
air. EXCEPTIONS 1-
3 Rating Must
have
a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insulation value. v o_
m
N
O
CO Ctc,\ O O
O S
N
m
Z 0
O_ N
00
w w
ON O W
W
41
V
Z
a E
z
O
d CU
0) V)
r,- - d d
Z o i, 01
00 W o LL- 0 0 (
LJ Y r-I V) z O
N
m
LU z
J Q
H M Q D J
O Z) QQ m CL
J Vn 0 0
ef },
At B•Jb- prtosN / fry
Ova Diu V
3
1 1 -- 4
Z
n
n
0
1
eo co
f•l' `'A - o
r •
3 s
u
RECORD COPY
DESCRIPTION AS I FURNISHED: Lot 28, KENSINGTON RESERVE, os recorded in Plat Book 81, Poges 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR CERTIFIED TO: Ryan Homes/NVR Inc.
LOT 27
A
P.C.)
1 LOT 43
1
44
S 00°19'09" E
60.00'
s.
24.80' 24.80'
LOT 28 I
11.0' - 29.0
10.00'
LANAI c6
10.00'
1 1.0
W
o0
iri PROPOSED RESIDENCE
53 MODEL: SEAGATE
ELEV.D 2CAR GARAGE RIGHT
0
o Into
co
U)
A/C
5.0ENTRY
o
o 14.
0' Lo to.
00' 21.0' 10.
00' WAX
16'
DRIVE 26.
20' 25.20 5.20' LOT
42 1
I
W
7
6.
50' LOT
29 56'-
ems u
I
10' um. ESMT. WALK
11
1I I/_ CURR
zOWN _ - :5- ^Tt-grr3 r8 IIS
00019'09" E 60.
00' Ok to construct single family home HANWORTH
LOOP with setbacks and impervious area 50'
PRIVATE ROAD shown on plan. 49 • q Seaga - "
D , GR PROPOSED =
FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT•= 25'V
PER
DRAINAGE PLANS I PLOT PLAN AREA CALCULATIONS REAR = 20- Lr=
PROPOSED DRAINAGE FLOW 0 IMPERVIOUS COVERAGE = 3,0261 SQUARE FEET OR 43.9R SIDE 5' FOR 40' LOTS LOT
GRADING TYPE A Q05 LOT CONTAINS 6,900t SQUARE FEET SIDE 7.5' FOR 60' LOTS QO
LIVING AREA CONTAINS 2,463t SQUARE FEET SIDE 10' FOR 75' LOTS PROPOSED
FINISH FLOOR PE7 PLANS - 27.4 CONE
LANAI/PORCH CONTAINS 563t SQUARE FEET SIDE STREET - 25' CR
USLTNM T
YE'R -,S'CO TT L.JL. A SASO C. , INC• - LAND SURVEYORS LEGEND -
LEGEND - P .
PLAT PDL. •POINT ON LINO 5400
E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F
PLAT TYP. • TY ICAL NOTES: IP.
IRON PIPE PRL POINT OT REVERS[ CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERNY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF IA.
IRON ROD PL.- POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS UJ CHAPTER '.LT-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SE
CONCRETE MONUMENT 459RAO RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. SET
I.R. • 1/C E ./RCP 459i V NON -
RADIAL REC.
COVERED I
vP. •
vITNESi POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS ROD. •
PO[NT OF BEGINNING [AEG CALCULATED OR E:ISEMFNTS THAT AFFECT THIS PROPERTY. Par_ •
POINT OF COMMENCEMENT PRx PERMANENT REFERENCE MONWICNT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. FF.
FINISHED FLGOR ELEVATIW 5, iNUs SURVEY IS PREPARED FOIL ME SOLE BENEFIT OF THOSE CFRTIFlID ro AND SHOUlD NOT Bf RflIEO UPON BY ANY OTHER ENTITY. ItNAILLD1SKBSA • BUILDING SETBACK LING B, DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES ItRIGHT-CT-VAY BA • BENCHMARK ESMT. •
EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS EASE BEARING (B.B) DR'
IM. • DRAINAGE E. ELEVATIONS, IF SHORN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL.
UTILITY 9, CERTIFICLTE OF AUTHORIZATION No. 459E. CLFC.
CHAIN LINK FCNCC VOFG •
VOOD FENCE C/
B • CONCRETE ROCK SCALE N- 1 • 20 BYI ••• P,
C, POINT OF CURVATURE P.
T. • POINT OF TANGENCY CERTIFIED BY: DATE
R
SC. RADIUS TION PLOT PLAN 05-27 -18 3163- 18 L
ARC LENGTH. D •
DELTA GB. •
G iORD BEARING NORTH
TH15
BU1LOlNC/PROPERTY DOES NOT LIE WITHIN - rNTHE ESTABLISHED100YEARnowPLANEASPERFTRM- TO MEYER, R.L.S. j 4714 ZONE •
X' MAP j 121170009OF (09-28-07) R.L.S j
480f
RECORD COPY
I
n City of Sanford
Building and Fire Prevention
ProductnSANFORD Specification Form
2854Permit #
Project Location Address
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuildin-g.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging Therma Tru Smooth Star 20461-R3
Sliding Ply Gem 4780 SGD 14634-R3
Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12
Roll U
Automatic
Other
2. Windows
Single Hung Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hun
Fixed Ply Gem 1500 16104
Awning
Pass Through
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
Category/Subcategory Manufacturer Product
Descri tion
Florida Approval #
includin 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 - 213 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
ad
A-1 ROOF
TRUSSES
4451 ST. LUCIE BLVD..
FORT PIERCE, FL 34946
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER: RYAN HOMES
o
W%
PROJECT: KENSINGTON RESERVE °D
N o
b
COUNTY: SEMINOLE co
L"
LOT/BLK/MODEL: LOT.28 / MODEL:SEAGATE V4 / ELEV:D / GAR If
JOB#: 72420
MASTER#: WRCSG4D9
OPTIONS: 9-4 CEILING
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
t - A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSG4D9
JOB #72420
Site Information:
Customer Info: RYAN HOMES Project Name:
Lot/Block: LOT #28
Address:
City:
Model: SEAGATE v4 "D"
Subdivision:
County: VARIES
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150 MPH
Roof Load: 40.0 psf Floor Load: 0.0 psf
This package includes -99 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 A0182836 A09 1/26/18 13 A0182848 C01 1/26/18 25 IA0182860 E04 1/26/18
2 A0182837 A10 1/26/18 14 A0182849 CJ1 1/26/18 26 A0182861 HJ3 1/26/18
3 A0182838 All 1/26/18 15 A0182850 CJ3 1/26/18 27 A0182862 HJ6 1/26/18
4 A0182839 Al2 1/26/18 16 A0182851 CJ3A 1/26/18 28 A0182863 HJ7 1/26/18
5 A0182840 A13 1/26/18 17 A0182852 CJ5 1/26/18 29 A0182864 J3 1/26/18
6 A0182841 A13H 1/26/18 18 A0182853 CJ5A 1/26/18 30 IA0182865 A 1/26/18
7 A0182842 A14D 1/26/18 19 A0182854 D01 1/26/18 31 A0182866 J7 1/26/18
8 IA0182843 A14H 1/26/18 20 IA0182855 D02 1/26/18 32 A0182867 J713 1/26/18
9 IA0182844 A15D 1/26/18 21 A0182856 D03 1/26/18 33 A0182868 VM2 1/26/18
10 A0182845 A15H 1/26/18 22 A0182857 D04 1/26/18 34 A0182869 VM4 1/26/18
11 A0182846 A16D 1/26/18 23 A0182858 1 005 1 1/26/18 11.3.5 IA0182870 I VM6 1 1/26/18
12 A0182847 A16H 1 1/26/18 24 A0182859 I E03 1 1/26/18 1136 1 STDL01 I STD. DETAIL 1 1/26118
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Koot I russes,
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.
IIIIIIIIffff
E N .0
The suitability and use of components for any particular building is the responsibility of the `3: • ` •'
building designer, perANSI/TPI-1 Sec. 2. = i; NO 800e3 6,1
The Truss Design Drawing(s)(TDD[s)) referenced have been prepared based on the
construction documents (also referred to at times as 'Structural Engineering Documents)
provided by the Building Designer indicating the nature and character of the work. •
The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof •
Trusses or specific location]. These TDDs (also referred to at times as 'Structural Digitally signed by i '. •
Engineering Documents) are specialty structural component designs and maybe 'q o n
T. Tombo, III .• %10 'ON,
pro]ecrs deferred or phased submittals. As a Truss Design Engineer (i.e., Specla yR " , 1 ly ON: c-US, st=Florida,o A •• ••••.•• ,
Pierce, o-Whole House 7
Engineer), the sepal here and on the TD9 represents an acceptance of professional TO m bo, Tornboelll9 cn=Anthony #i,s,otN of ` •`, engineering responsibility for the design of the single Truss depicted on the TDD o Th 1 1 1to
Building Designer is responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs}¢ all Anthont'919R4d8gltlatP.E. SERIAL
related notes.
Date:2018.01.26 14:55: 8
05.00' 36 B A2 2100 00 00 00 4C 12 87 DF Page
1 of 2
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others. 46#MTRUSSES '
A FLORIDA CORPORATION
RE: Job WRCSG4D9
No. Seal # Truss Name Date
37 STDL02 STD. DETAIL 1/26/18
38 STDL03 STD. DETAIL 1/26/18
39 STDL04 STD. DETAIL 1/26/18
40 STDL05 STD. DETAIL 1/26/18
41 STDL06 STD. DETAIL 1/26/18
42 STDL07 STD. DETAIL 1/26/18
43 STDL08 STD. DETAIL 1/26/18
44 STDL09 STD. DETAIL 1/26/18
45 STDL10 STD. DETAIL 1/26/18
46 STDL11 STD. DETAIL 1/26/18
47 STDL12 STD. DETAIL 1/26/18
48 STDL13 STD. DETAIL 1/26/18
49 STDL14 STD. DETAIL 1/26/18
50 STDL15 STD. DETAIL 1/26/18
51 STDL16 STD. DETAIL 1/26/18
Page 2 of 2
Job Truss Truss Type Oty Ply RYAN HOMES / SEAGATE v4
A0182836
WRCSG4Q9 A09 Common 12 1
1 Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@allruss.cem Run: 8.120 s Nov a 2u1 / runt:. 8.1 zu s NOV 1z zui i mi I eK industries, Inc. noon Dec i i 1 1:35:2 i 20 i r rage I
ID:UumEBPzOXokuwJ2P5W7E2TyuPl h-gMLhlvjgKBzmzmRgbhTZGV_5Uh3JIC51UZsGAGyA3Uq
7-2-2 14-2-2 20-0-0 25 9-14 32-9 14 40-0 0 1
0 7-2-2 6-11-15 5-9-14 5 9-14 6 11-15 7-2-2 -
010
5x6 =
5.00 12
Dead Load Defl. = 5/16 in
10 10 14
co t<
3x4 4x6 =
3x8 =
4x6 = 3x4 = 3x6 =
3x6 =
10-0-5 20-0-0 29-11-11 40-0-0
10-0-5 9-11-11 9-11-11 10-0-5
LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) Weft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.33 14-16 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.63 14-16 757 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(CT) 0.14 10 n/a n/a
BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 196 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-1-13 oc bracing.
WEBS
1 Row at midpt 7-14, 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 = 1660/0-8-0 (min. 0-1-15)
10 = 1660/0-8-0 (min. 0-1-15)
Max Horz
2 = 156(LC 13)
Max Uplift
2 = 490(LC 12)
10 = 490(LC 13)
Max Grav
2 = 1660(LC 1)
10 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-23=-3488/1622,3-23=-3444/1642,
3-4=-3184/1508, 4-5=-3099/1524,
5-24=-2175/1157, 6-24=-2099/1177,
6-25=-2099/1177, 7-25=-2175/1157,
7-8=-3099/1524, 8-9=-3184/1508,
9-26=-3444/1642,10-26=-3488/1622
BOT CHORD
2-16=-1376/3179,16-27=-979/2485,
15-27=-979/2485, 14-15=-979/2485,
13-14=-997/2485, 13-28=-997/2485,
12-28=-997/2485,10-12=-1386/3179
WEBS
6-14=-618/1313, 7-14=-790/517,
7-12=-221/667, 9-12=-453/383,
5-14=-790/517, 5-16=-221/667,
3-16=-453/383
WEBS
6-14=-618/1313, 7-14=-790/517,
7-12=-221/667, 9-12=-453/383,
5-14=-790/517, 5-16=-221/667,
3-16=-453/383
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; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to
20-0-0, Exterior(2) 20-0-0 to 23-0-0 zone;C-C for
members and forces 8 MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, 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 Qt=lb) 2=490, 10=490.
LOAD CASE(S)
Standard
tht rer Or lYl rrle.b71 loot fIRt6rS[llEnffEw TEN t01710egt01011S-01"rilruclilf la'hn rtAi pup p ndm dml un h,lm, ksp etr.glRO;dd1rMe I Itrlt4 I I hlxnt LenW ne rdn, Inntl tMd LNp,rj
e0ldtarotpid,smMtWhblxl M dl. htlrnr kV lean.ps. Spf ug mdl b".O,InwTAlgnml.Our- d0.tdb L,tl"ln'hwW1r M en'P d 0—elnn I."..Ae 00,.* INN ftp mtgNq lAal a O wttmdR.1 Anthony T. Tombo Ill, P.E. I rntds!,Im,
htgMxyhOtn,ptdYWttlOeP.m.40.ai,rnitdyexn6W/gGuryr,.0ettmnnoeQL6 d0,Yden'lryn4dlK1 lhr nNIh101d WlerdNlm 1.i Y Oiywtgt.o,nCMdYrt JtAwuny uLLnn a 80083 t x px,
pndt mnrr n,o.eeloorrpa,,.eµe,amauycwprmfearen m.pip+uregrnduuntd.uud emmlr,omraaunrr,eann,av..In,k [,fi...rlm,ure+..s 4451St. Lucie Blvd. nrnoftaiqweip,n1 nfrmstgrwd rwg
nn.wu.dge yerq.mghap.n.ealrr ssdud[.ergxmd:.eneae mi. Fort Pierce, FL 34946 Opliipht0101AAd6dlnsses•Anhayl.loehrlll,pf
teprodadierofdisloroment,ionet luaisproliEeeleithenrhe.rineipermiuirohem Adleolhnus-Anthony 1.l mbs111,Ll.
Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4
WRCSG4D9 A10 Hip Truss 2 1
A01$2837
Job Reference (optional)
00r r r uaaea, Fort Pierce, rL r,uffo, design ga rtruss.com Hun: 8.120 s Nov 12 2017 Font: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Dec 11 11y35.22 2017 Page.1
ID:UumEBPzOXokuwJ2P5W ?E2TyuP1 h-JYv4zFkl5V6dbwOt90_oojWGf4MkUmiujDc4iiyA3Up06-1-3 12-7-7 18-10-8 21-1-8 27-9 33-10-13 40-0 0 41 0
0 6-1-3 6.6-3 6-31 2-3-0 63-1 6-6-3 6-1-3
3x4 =
3x6 =
LOADING(psf) SPACING- 2-"
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30 'Except'
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-8-7 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 5-16, 8-15
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-8-0 (min.0-1-15)
11 = 1660/0-8-0 (min.0-1-15)
Max Horz
2 = 147(LC 12)
Max Uplift
2 = 482(LC 12)
11 = 482(LC 13)
Max Grav
2 = 1660(LC 1)
11 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-25=-3560/1731, 3-25=-3525/1746,
3-4=-3243/1589,4-5=-3104/1603,
5-26=-2278/1266, 6-26=-2195/1287,
6-7=-2037/1246, 7-27=-2195/1287,
8-27=-2278/1266, 8-9=-3104/1603,
9-10=-3243/1589, 10-28=-3525/1746,
11-28=-3560/1731
BOTCHORD
2-18=-1501/3253,18-29=-1162/2637,
29-30=-1162/2637,17-30=-1162/2637,
16-17=-1162/2637,15-16=-759/2037,
14-15=-1173/2637, 14-31=-1173/2637,
31-32=-1173/2637, 13-32=-1173/2637,
11-13=-1513/3253
5.00 12
Sx6 =
5x6 =
4x6 =
3x4 = 3x4 =
4x6 = 3x4 =
18-10-8 21-1$, 30-8-10
9-7-2 2-3-0 ' 9-7-2
CSI. DEFL. in (loc) I/deb Ud
TC 0.65 Vert(LL) 0.3713-15 999 240
BC 0.95 Vert(CT) 0.7213-15 670 180
WB 0.36 Horz(CT) 0.15 11 n/a n/a
Matrix -MS
BOT CHORD
2-18=-1501/3253, 18-29=-1162/2637,
29-30=-1162/2637, 17-30=-1162/2637,
16-17=-1162/2637, 15-16=-759/2037,
14-15=-1173/2637, 14-31 =-1 173/2637,
31-32=-1173/2637, 13-32=-1173/2637,
11-13=-1513/3253
WEBS
3-18=-412/353,5-18=-135/601,
5-16=-828/543, 6-16=-298/618,
7-15=-298/618, 8-15=-828/543,
8-13=-135/601, 10-13=-412/353
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) -1-0-0 to 2-M, Interior(1) 2-0-0 to
18-10-8, Exterior(2) 18-10-8 to 21-1-8, Interior(1)
25-4-7 to 41-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members, 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=482, 11=482.
LOAD CASE(S)
Standard
Dead Load DeB. = 3/8 in
nN
6
a 12
3x6 =
6
PLATES GRIP
MT20 2441190
Weight: 203 lb FT = 0%
6q.MuengYs mY.h'sl txln9SS5rRu[1)09ll ltmifOF711C11(1117xrIGTIY;INCRt1:slR tor, lit hop l.oemder to.. ft.I— ,gh,.gtrw.noihlfhq l lrY4r I. hour Sim wbn Widow—WrrMil/.r1
rld,t v,lo,Iglhrtrh 611ihMNJ s,rirar hvp ltp,up,. Steyrerhpeeyh,We.l lODrr'em.avtrm an lrb,ut rgau7q rey.Wilry h, hr lisp sl 4,q,Ivu cgnnle sh M odyvow IN fY h,p.-Pees. waluommeL m"
dn„l en lmlhrg l.ugxor„q.eum.aa0ne.e,o..i,mvr yarr htlaWgaxprt,.h, ixne Aht alto ut almhd la7al rr, .f iM1l 1, gp,dlh,Iwd Fndl e,darm, atria rrY}arq,..mw rYrzy lH 6dr,gruun Anthony T. Tombo Ill, P E
ushxalhtlimeod( ., .lA.a, l.rl.etTMalte pms dl.Urt,ade, 4m Gmar® sthgMwtWlJ prr,W ll rod sxs m rd—ut. xpe, d,,Egae rnirnsYnlr.+.u, see
z80083tip.er Inlrs I.,npmlan.laerole,a oat
4451 St. Lucie Blvd. no,nutm.try,ttr,agdq..malp,uln.11n,na Irlavdurtyrml,sere.uialwnp.,eleusM,atqu,ar.ss.estq rnmss,ra•nnaraatnml.
Fort Pierce, FL 34946oppilh102016A•Itadhoists -Arlmmy1.Thalia Ill, p.E.teprda0iad0rom isleol,inulfry,Ispsaiihud.rt6cntm litWitspe,missinhAdtoolhoists•Anthony1.lambsill,H.
Job Truss Truss Type Oty Ply HOMES / SEAGATE v4
A0182838
WRCSG4Dt9 A11 Hip Truss 2 1
RYAN
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. Mon Dec 11 11:35,22 2017 Page 1
ID:UumEBPzQXokuwJ2P5W9E2TyuP1 h-JYv4zFkl5V6dbwOt9O_oojWDX4PjU16ujDcgiiyA3Up
1-0 0 9-8-8 16 10 8 23-1-8 30-3-8 40-0-0 4,1_-Os0
9-8-8 7-2-0 6-3-0 7-2-0 9-8-8
3x6 =
5 00 12 5x6 =
Sx6 =
5 a
1 5x4 II 3x8 MT20HS=3x4 =
LOADING(psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code FBC2017frP12014
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T1: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-10-0 oc bracing.
WEBS
1 Row at midpt 3-14, 8-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-8-0 (min. 0-1-15)
9 = 1660/0-8-0 (min.0-1-15)
Max Horz
2 = 133(LC 13)
Max Uplift
2 = 465(LC 12)
9 = 465(LC 13)
Max Grav
2 = 1660(LC 1)
9 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-23=-3378/1680,3-23=-3288/1710,
3-4=-2500/1385, 4-24=-2432/1394,
5-24=-2400/1411, 5-25=-2225/1363,
25-26=-2225/1363, 6-26=-2225/1363,
6-27=-2400/1411,7-27=-2432/1394,
7-8=-2500/1385, 8-28=-3288/1710,
9-28=-3378/1680
BOT CHORD
2-16=-1424/3035,15-16=-1424/3035,
14-15=-1424/3035,13-14=-922/2225,
12-13=-1435/3035,11-12=-1435/3035,
9-11=-1435/3035
WEBS
3-16=0/382, 3-14=-1041/592,
16-10-8
7-2-0
CSI.
TC 0.85
BC 0.76
WB 0.40
Matrix -MS
13 11
3x4 =3x8 MT20HS= 1 Sx4 II
DEFL- in (loc) 1/defl Ud
Vert(LL)-0.7011-13 >683 240
Vert(CT) -0.9011-13 >531 180
Horz(CT) 0.15 9 n/a n/a
WEBS
3-16=0/382, 3-14=-1041/592,
5-14=-216/606, 6-13=-216/606,
8-13=- 1041/592, 8-11 =0/382
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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to
16-10-8, Exterior(2) 16-10-8 to 274-7, Interior(1)
274-7 to 41-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=465, 9=465.
LOAD CASE(S)
Standard
Dead Load Defl. = 5/16 in
3x6 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 182 lb FT = 0%
ar,q MvM,.dll re•h.h'11100F IIISStSrS41(rj(le;LL(ffU1Sl(JIDIIIte1(RIOY(IY17;UnCn1NE11'Wa lerf, Yvr Mntlm dmlurnnmLnl ksp Yr.l([4, dIY 4]e1 Wen It L hhenlleow-, U.'sowr.iu d"n"TH,.j
b
liZt
mid rat, pft seen eul te, eh TM ll.U. If lhni"hiineaOr. SPOM hpn;tlYt n Or IU I¢neett edrYl-t a lO lllstew V 1n.4.011t bno 1.udN
RLl Inv.[ de
hwed a do dl,aen t?H Nn(p s.*m hdsq.m> wra1 Anthony T. Tombo 111, P.E. 0lmshr l
hdlq lr 6ltrlwriW dhl Atn.M O.an'rntraN oftr lhl svp•,ab,lmn the RLWGdhbd laSlaA all ed .ih dlhid. f„dthell nedhelm4.ri.0 en6yu•b mr,0 w dh,ul di 1,nersWlllt 380083 0.lafal hfp,dha:
err, eanaf rdIn•hIOD lel6l,lmur ed rteaelrtYpaq(Igwld(deR Ib'aebe(i61!plh4ldh Adsr(A—d—dtit p,fp6u ml s1Yr4nyendtael eMnfLbons hap,IlnsAnye[gaa ofImr aalrwx, a'ns la-WltalYmt. ortSt.
Lucie Blvd. mps.—
Fort Pierce, FL
3a9a6 lppipht07016A-lfoalhours -Wirogl.lomhlIlLrl.
tepnhoiaadtiislotonem,inall form, is ploiihite6 irhemthernnespermission hem bl tool bases-Anhoofl lemia111,FI
Job Truss Truss Type Qty Ply RYAN HOMES / SEA ATE v4
WRCSG409 Al2 Hip Truss 2 1 A01$2839
Job Reference (optional)
i Roor trusses, ron 1-lerce, FL 34946, design@aitruss.com Hun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Dec 11 11 35:23 2017 Pagel
ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-nkTSAblwsoETC4b3i6V1 Lw3R7UjCDE12ytLNF9yA3Uo
1-0 7-3 13 15-0-0 20-" 25-0 0 32-8-3 40-0 0 1
7-3 13 783 5 0 0 5 0 0 74 3 7-3 13
I
5.00 12 5x6 =
3x4 =
3x6 =
11-4-5
11-4-5
LOADING(psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T3: 2x4 SP No.2
BOT CHORD 2x4 SP M 30 'Except'
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-3-10 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-8-5 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-8-0 (min.0-1-15)
10 = 1660/0-8-0 (min.0-1-15)
Max Horz
2 = 119(LC 16)
Max Uplift
2 = 447(LC 12)
10 = 447(LC 13)
Max Grav
2 = 1660(LC 1)
10 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-23=-3479/1838,3-23=-3444/1860,
34=-3044/1603,4-24=-2961/1606,
5-24=-2943/1622, 5-25=-2568/1524,
6-25=-2568/1524,6-26=-2568/1524,
7-26=-2568/1524,7-27=-2943/1622,
8-27=-2961/1606, 8-9=-3044/1603,
9-28=-3444/1860,10-28=-3479/1838
BOT CHORD
2-16=-1599/3179,16-29=-1066/2392,
15-29=-1066/2392, 15-30=-1066/2392,
14-30=-1066/2392, 14-31=-1077/2392,
13-31=-1077/2392, 13-32=-1077/2392,
12-32=-1077/2392,10-12=-1610/3179
WEBS
3-16=-576/514, 5-16=-232/662,
1.5x4 II 5x6 =
Dead Load Deft. = 3/8 in
74
4x6 =
3x8 —
4x6 = 3x4 = 3x6 =
28-7-11
CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TC 0.67 Vert(LL) 0.31 16-19 999 240 MT20 244/190
BC 0.87 Vert(CT) 0.71,16-19 679 180
WB 0.31 Horz(CT) 0.15 10 n/a n/a
Matrix -MS Weight: 194 lb FT = 0%
WEBS
3-16=-576/514, 5-16=-232/662,
5-14=-147/448, 7-14=-147/448,
7-12=232/662, 9-12=-576/514,
6-14=316/253
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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to
15-0-0, Exterior(2) 15-0-0 to 29-2-15, Interior(1)
29-2-15 to 41-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members, 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=447, 10=447.
LOAD CASE(S)
Standard
o.y.nn n.t lrt r. Ilnornrssa;umriarulnuulrotancli(nlox;atn;Imecuo:urrrtilrNrryr..,daerrl.ntua,rear.yl¢odrw111.rrtrLhi m%m sre, u+n,wwr OdNnmti lw,. m,
lr.a.ra„mrrwnrlsur.uarl,amps,Apr.s ett.p.,mw.elm,i.mo.y„Ior euugwngrrq.w+nMd(r+a Wr1,,,MaN mlro.hd r4t.lrmn,ra.W., mini Anthony T.Tombo111,PE dn,ddhI.,taathlligl,ring,YMd6A+n.MO.n',HavNrptahWligGevryr,piupnAdnLV dMhdlays{WrdMI. Mgpntl.IhID0.WM R dWlivi—d ylrl3Sw,q,.h,M*..WYrcq,roI.r se-d }d a 80083 k, INWAVp,d(ICIOIII nmo n. III toW. d rm po,dpddw,ArkNq(rgaaa ldr lfi d[Wpi'mb IA d 1111 m rd.n,lrpndpd—In]Islas LnspnNsnd W,.!b1— h.q., I,n, kip faro allaw urd,aru, .!.1AIsdu ldd lrrtafia grNwormylrdptnmdrtiOrlnakptfpwhl0idillapknpr,nl:u,Sry>t Fgn,n dar rly NtoJdaN b.ur nl,hN dittl 4451 L Blvd Fort Pierce, FFL
34946 Oppiph10?OltA•IReel
bran-AnllagLbmbeIII, l.l. teprdoaiaaoltlilloronem,is.gfrailproYhildrirhemihrwrinapermitsinhim A•Ilaallnnn-Aa16.n}LbntoIII, }.l
Job Truss Truss Type Oty Ply HOMES / SEAGATE v4
A0182840
WRCSG4D9 A13 Hip 1 1
RYAN
r. Job Reference (optional)
Al KOOT I russes, ron rierce, rL 34J410, eeSlgn(ga I1n155.00M
5x8 =
mull. O.14v5 llvV +L Lv+I e'I-. v.+GV.—V .L—I
ID.IhohHggcR51lhi7ZLgIIoUviKGArv-Fx. 1eg'Yode6eMaKgnEwA. F,GpO„Gvle8+.ceOu,5XsyaX.xeB+BeXv5',x. nt. 4 1A 2x4
II 5x8 =
5 9a A
Dead Load Dell. =
3/8 in 19 10 17
16 " 12 11 10 1.5x4 II
4x6 = 3x4 = 5x6 = 3x6 3x6 1.
Sx4
II = 6x8 = 7-8-
8
LOADING(psf) SPACING-
2-M CSI. DEFL. in (loc) I/dell Ud TCLL 20.0
Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.34 15 999 240 TCDL 10.0
Lumber DOL 1.25 BC 0.74 Vert(CT) 0.69 13-14 695 180 BCLL 0.0 '
Rep Stress Incr YES WB 0.95 Horz(CT) 0.23 8 n/a n/a BCDL 10.0
Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD
2x4
SP M 30 BOT CHORD 2x4
SP M 30 'Except' 133: 2x4 SP
No.3, 82: 2x4 SP No.2 WEBS 2x4 SP
No.3 'Except' W8: 2x4 SP
No.2 BRACING - TOP CHORD
Structural
wood sheathing
directly applied or 3-1-9 oc purlins. BOT CHORD
Rigid
ceiling directly
applied or 4-8-15 oc bracing. Except: 10-0-
0
oc bracing: 14-16 WEBS 1 Row
at
midpt 14-17 MiTek recommends that
Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide. REACTIONS. (lb/size)
2 = 1668/0-
8-0 (min. 0-1-15) 8 = 1671/0-
8-0 (min.0-2-0) Max Horz 2 =
104(LC
13) Max Uplift 2 =
443(LC
8) 8 = 442(LC
9) Max Grav 2 =
1668(LC
1) 8 = 1671(LC
1) FORCES. (lb) Max.
Comp./Max.
Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-
26=-3518/
1793, 3-26=-3445/1815, 3-27=-2902/
1575, 4-27=-2877/1593, 4-28=-3953/
2159, 5-28=-3953/2159, 5-29=-3986/
2164,6-29=-3986/2164, 6-30=-3769/
2005, 7-30=-3793/1986, 7-31=-3456/
1809,8-31=-3529/1787 BOTCHORD 2-19=-
154313180,
18-19=-1543/3180, 17-18=-1543/
3180,13-14=-1581/3478, 8-10=-1550/
3190, 5-14=-482/413 WEBS 7-10=-
612/
433, 3-17=-671/438, WEBS 7-10=-
612/
433, 3-17=-671/438, 6-13=334/
830,10-13=-1572/3236, 7-13=-44/
446, 14-17=-1129/2498, 4-14=-783/
1577, 6-14=-348/766, 3-19=0/
269 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) -1-0-0 to 2-M, Interior(1) 2-0-0 to 13-0-0,
Exterior(2) 13-0-0 to 31-2-15, Interior(1) 31-2-15
to 41-0-0 zone;C-C for members and forces 8 MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.
60 3) Provide adequate
drainage to prevent water ponding. 4) Plates
checked
for a plus or minus 0 degree rotation about its
center. 5) This truss
has been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads. 6)' This
truss
has been designed for a live load of 20.Opsf on
the bottom chord in all areas where a rectangle 3-6-
0 tall by 2-M wide will fit between the bottom chord and
any other members. 7) Provide mechanical
connection (by others) of truss to bearing plate
capable of withstanding 100 lb uplift at joint(s) except (
jt=lb) 2=443, 8=442. LOAD CASE(S)
Standard PLATES GRIP
MT20
244/190
Weight: 216 lb
FT = 0% U.411—derM
mle.Ill 'A 11006111311 Risks 1[oe7DC13(IS101rVIT; x11C1111MAr l e I.* lydp poem me dn nt1-Dr+p hmglT[Q d nh'hl l Tell, ql l tests+ SlM tt'n nt WIl An.m wr. 14 ND,y YlldrtmNil'O+AaYtull hlADah.
ee htlrnthvp[tp elir,Sp.dghpr;n.tees, W,ptstmm efx diet+rttaltgwlgnywWtlqh.ainot gte+ythenlyml•m11Dtl..6MI Ihhopea pne1d.1<lewle"eel" Anthony T. Tornbo 111, P.E. I dntANlmtln r 16g1+h+espwt rAhAm.hO.
aierasDdy fudNtlyDn,pr,bitmeAotO(.itTdO+W/litgit4dlRl.lhgpindliDta80083 Y tx'lath+qmd(rta+.elo+M.6111dhptdttdphNt+dmW
q(tq m wet etr m(tCJ!pWYtIH IIId YUmrdxnN'ptnep.lu lM1l A]nnnyylindlmetdnhmp+q44515t. Lucie Blvd. AtMuldnd lrefaet7ttl qtt+Rtq gtll l'.n Ydu111tlmt atrt[gmtbr01
tr1a1.y ksgo.n lm+ Src,Eepmroll.Llq M mMa el• .Imsd ml. Fort Pierce, FL 34946 eprti1At0101{Adbdluttet lutlarl.lem601,r.1. IepnbnleedltnAemaem,ieall him, itpr
Ai1ue1 il{e/1lit vnneelermnmeehem Ad lead hates•A,Ihe,r1.feats Ill, L[.
Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4
WRCSG4D9 A13H Hip 1 1
AOf82841
Job Reference (optional)
Al Roof Trusses, Fort Fierce, FL 34946, design a@altruss.com Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Mon Dec 11 11;35,252017 Page 1
ID: UumEB PzOXokuwJ 2P5W?E2Tyu P 1 h-j7bCbGmA000BSNkRgXXVOL8k61 RGh6SLPBgUJh yA3U m
1-0 7 0 1 13 0 0 20-0-0 27-0-0 32-11-15 40-0 0 1-0
7-0-1 5111-15 7-0 0 7-0 0 5-11-15 7-0-1 -0
3x4 =
3x6 =
LOADING(psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 5-8-11 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 = 1660/0-8-0 (min.0-1-15)
8 = 1660/0-8-0 (min. 0-1-15)
Max Horz
2 = 104(LC 12)
Max Uplift
2 = 447(LC 8)
8 = 447(LC 9)
Max Grav
2 = 1660(LC 1)
8 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-21=-3495/1851, 3-21=-3451/1870,
3-22=-3192/1706, 4-22=-3113/1727,
4-23=-3006/1729, 5-23=-3006/1729,
5-24=-3006/1729, 6-24=-3006/1729,
6-25=-3113/1727, 7-25=-3192/1706,
7-26=-3451/1870,8-26=-3495/1851
BOT CHORD
2-14=-1606/3186,14-27=-119612577,
27-28=-1196/2577, 13-28=-1196/2577,
12-13=-1196/2577, 11-12=-1208/2577,
11-29=-1208/2577, 29-30=-1208/2577,
10-30=-1208/2577,8-10=-1618/3186
WEBS
3-14=-437/416, 4-14=-224/622,
4-12=-277/692, 5-12=-481/407,
6-12=-277/692,6-10=-224/622,
7-10=-437/416
Sx6 =
1.5x4 11 5x6 =
12
rr ca av ry
4x6 =
3x8 =
4x6 = 3x4 =
20.0-0 30-1-0
10-1-0 10-1-0
CSI. DEFL. in (loc) I/deft Ud
TC 0.89 Vert(LL) 0.32 12-14 999 240
BC 0.71 Vert(CT) 0.6510-12 741 180
WB 0.42 Horz(CT) 0.15 8 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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to
13-0-0, Exterior(2) 13-0-0 to 31-2-15, Interior(1)
31-2-15 to 41-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, 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=447, 8=447.
LOAD CASE(S)
Standard
Dead Load Dell. = 5116 in
3x6 =
PLATES GRIP
MT20 244/190
Weight: 189 lb FT = 0%
Wcdq•llnnd.r.dhrr rm'AIn01ilFMrfNlnGl1ilrlltlr.I11RLRfLh1mlheW,., W,ar..uwN.mmo,so YII.
Yummipa,WlY.ulhhi7lbwr.E1I,ILn1161plglYtt111, 11UfJ([./.(..J,budNg100.gn.momles.dbKdnd..d.q.eslq ny vllq Erbhtpdo.,r/.Irn, L uNr.610D , NxIKI hhup,ssmpaLlmqu""UL,.NNR Anthony T. Tombo 111, P.E dn.ra,lm,hryl.,Uigl,o.mrwutdmdhA.n.MO.vi,.rbNd.vrYl.tlig0uipr,r,b,wort.lo,Itl,a,6:d46dlrf M,rflFl 1.q>,nd lYlWdnhelln.dhlmLdyglaCi}nh,Mrh..dku.9s OMorny Uwj!d r80083 APnsum. nI,r,02,han(uNmS/Mis"O. 1Jr4NN411.9sllmrd—cf.p-die MiMost 4n,rni/bi'mio i%!Is1 ,O.up,ln otvEq—odI.,rnrna.alm M.ry Nod
ll.(a d q.N gr.•meglSAlrn ndni a.In„hu[qun,al01 C. 17'J>)Mup,n In„Sre.a Egwn dr.(Wq IO wiraNYnnn NiloRIl 4451 St. Lucie Blvd. OP1,i1h107D1dA•1[
oil lnssn4og AuLLmblIll, l.E. teprolodioulthis ihonem,inglnh,iSproh6ud BhenlEernrtopermm is,ixhbltaollnne,-IrlArerl.ImbIII,LE. Fort Pierce, FL34946
Job Truss Truss Type City Ply HOMES / SEAGATE v4
A0182842
WRCSG4Q9 A14D Hip 1 1
RYAN
dr Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
Sx10 =
Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Dec 11 11:35,26 2017
2x4 II
3x6 =
S
3x8 =
x6 =
Dead Load Dell. = 9/16 in
23 " 21 1714 13 12
3x6 =
3x6 =
2x4 II 6x6 =
3x6 =
4x8 =
LOADING (psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T3: 2x4 SP M 30, T2: 2x4 SP M 31
BOT CHORD 2x4 SP No.2 'Except'
B1,B4: 2x4 SP M 30, 133: 2x4 SP No.3
WEBS 2x4 SP No.3 'Except'
W9,W4: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied. Except:
3-3-0 oc bracing: 7-8
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing. Except,
10-0-0 oc bracing: 19-21
WEBS
1 Row at midpt 19-23, 4-19
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1689/0-8-0 (min.0-2-0)
10 = 1691/0-8-0 (min.0-2-0)
Max Horz
2 = 89(LC 12)
Max Uplift
2 = 458(LC 8)
10 = 457(LC 9)
Max Grav
2 = 1689(LC 1)
10 = 1691(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-31=-3538/1773, 3-31=-3496/1794,
3-32=-3177/1593,4-32=-3087/1608,
4-33=-5001/2482, 5-33=-5001/2482,
5-6=-5001/2482, 6-7=-5027/2480,
7-34=4038/2059, 8-34=4038/2059,
8-35=4218/2111, 9-35=4277/2096,
9-36=-3569/1773, 10-36=-3634/1755
BOT CHORD
2-23=-1521/3227,18-19=-2139/4890,
16-18=-2139/4890, 15.16=-2139/4890,
10-12=-1527/3294, 6-19=-408/349
29-0-0
CSI. DEFL. in loc) I/defl Ud
TC 0.91 Vert(LL) 0.54 20 896 240
BC 0.97 Vert(CT) 1.04 20 462 180
WB 0.90 Horz(CT) 0.31 10 We n/a
Matrix -MS
BOT CHORD
2-23=-1521/3227,18-19=-2139/4890,
16-18=-2139/4890,15-16=-2139/4890,
10-12=-1527/3294,6-19=408/349
WEBS
9-12=-809/475, 3-23=-420/359,
8-15=-572/1385,12-15=-1566/3361,
9-15=-186/755, 19-23=-1166/2779,
4-19=-1083/2335,7-19=-73/276,
7-15=-1122/500,7-18=0/255
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) -1-0-0 to 2-", Interior(1) 2-0-0 to
11-0-0, Exterior(2) 11-0-0 to 32-0-0, Interior(1) 32-"
to 41-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
gnp DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are 1.5x4 MT20 unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=458, 10=457.
9) Graphical pur in representation does not depict the
size or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 229 lb FT = 0%
4r1a1 My Mwpllr n+•a h'1111L1 nlssls ('Yuen fifJll ffu6 A f7r 11ICA fIS1dYj tT7; ltOCREKRR 6ia le-Ir y pntlm d id ohr wnt hnr Gegi nq (IN!wi r eEl I I Ir.f. q I l trhne Led Mn nr Cdoe dlnnv viol w N IOl.aj
mid rrwmrrY,f tlfl.u1Wrn7h M,W1 lr rlydrlmpfpw.pr.Spdrhpe rWw r l0liyoemom doi prnu d gveml nywulilrykplwpdrre InulgeRluhlDD wl}. w6IRI lY lwp drngba.hLLq wnwt uadRr Anthony T. Tofnbo Ili, P E.
IrudlM1lm Wglal/nllrhnipuYWdoeena.he.rirdasiiM.IdrNNgAuip,•teiwhndradL6R'IM6d1.Js1 Mi IfM1I lh(rnddhfWd!Oetlnrdhlm d l IYArn,YddlewrkagJ Mrmr uHnd v80083
r laLar ldpe wl leeroa Vuswedarit0 1r us f}ddmrdr M41(graa 4drp lA-aNji0lJ rlhflelhtndYU wrrdar rpmdrdsu lRl fmrn,edelan 1 Kydrhnrhgr,i:nshn.p [apa ernu Oa•had•, w'nr 4451 St. Lucie Blvd.
nude ldlnlln (cored Ord qu•Ih nnn lwdrt! mfnuhut[pmueetr ld'Jay ptyr,nrmslyfia hN•rd r erl mr sfad Y.nndldadntnl Fort Pierce. FL 34946
bppiphr0}OIdAIAdLunn-Amlagl lemhelll,l1. tepndemianofibis duomem,inuyfilm, itpidiMed.ilEenthevrideepermissionhim A -I fool buses-Acheny1.bmhoill,p.l.
v4 A0182843
1
4D9 A14H Hip
a1Wss.cAm
Run:8.120s Nov:
u
2017Print:
ku
s
Fort Pierce, FL 34946, design@ ID:UumEBPzOXZ9-0-0
Roof Trusses, nn-A-n tin
5x8 =
5x8 = 6x8 = 6
5x6 W8=
3x6 = 30 =
SPACING- 2-"
LOADING psf) te Grip 1.25
TCLL 20.0 Lumber DO LLumber
1.25
TCDL 10.0 Rep Stress Incr YES
BCLL 0.0 Code FBC2017rrP12014
BCDL 10.0
LUMBER -
TOP CHORD 2x 2*
Except*
x4 SP M 3
BOT CHORD 2 2 2 4 SP No2CePt'
WEBS 20 SP No.3
OTHERS 20 SP No.3
BRACING -
TOP CHORDStructuralwood sheathing directly applied.
BOT CHORD lied or 5-0-15 oc bracing. Rigid ceiling directly app
MiTek recommends that Stabiliz eruss erems
ndrsand cuon,an
cross bracing be installed duringaccordancewithStabilizerInstallation guide.
REACTIONS. lb/size) 1660/0-8-0 (min.0-1-15)
2 1660/0-8-0 (min.0-1-15)
8 =
Max Horz 89(LC 17)
2 =
Max Uplift 473(LC 8)
2 - 473(LC 9)
8 =
Max Grav 1660(LC 1)
2 1660(LC 1)
8 =
5x6 WB=
J
Iocin ( ) I/defl Lid
CSI.
DEFL.
Vert(LL) 0.31 12 999 240
160TC0.90
0.89 Vert(CT) 0.7110-20
8
675
n/a n/aBC
WB 0.98 Horz(CT) 0.17
Matrix -MS
NOTES-
1) Unbalanced roof live loads have been considered
for this design. rid ust
2) Wind: ASCE 7-10; Vult=150mph (3-seco 9
Vasd=116mph; TCDL=5.0psf; BCDL=S.Opsf; h=25ft;
Cat. 11; Exp C; End., GCO O o•ZA-0Wn1eor(1) 2-0 0 to
S (envelope)
and - , Ex
Exterior(2) 11 0-0 to 33-3-12, Interior(1)
11-
3-1 to41-
r(2) forces &
MWFRS for reactions shown; Lumber DOLzone;C-C for members 1 60 plate
grip DOL=1.60 prevent water3) Provide adequate drainage to
ponding. plus or minus 0 degree4) Plates checked for a p
rotation about its center. .0 psf bottom5) This truss has been designed for a 10chordliveloadnonconcurrentwithanyother live
loads. 6) ' This truss has been designed for a live load o20.0psf on the bottom chord in all areas where arectangle3-6-0 tall by 2-00 wide will fit between the
bottom chord and any other members.
7) provide mechanical connection (by others) of truss
to bearing plaatete capableable of withstanding 100 lb uplift ata
joint(s) except (jt=lb) 2=473, 8=473.
FORCES. (lb) Max. Comp.IMax. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD2-21=-346411881,3 21=-3422/1902, 3-4=-3102/16964-22=-3580/2034,
5-22=-3580/20
2034,
6-23=-3580/2034, 6-7=-310201696, 7-24=-3422/1902,8-24=-3464/1881
BOT CHORD2-14=-1633/3159,13-14=-1308/2825, 12-13=-1308/2825, 11-12=-131912825, 10-11=-1319/2825,8-10=-164413159
WEBS
3-14=-414/389, 4-14=-116/540,
6-10=-116/540,7-10=-414/389,
4-12=-519/988, 5-12=-6301534,
6-12=-519/988
LOAD CASE(S)
Standard
Dead Load Dell. = 318 in
PLATES GRIP
MT20 244/190
Weight: 190 lb FT = 0'1°
IrddhlAril l,ar 4lL la,rn, ll,a Mre u, Can, Auf aay
twti
nlm dssd dnrn,lm, Me4 a.wl ,brit hoa,InMlOD rlf. du Rl Ir lnP r,.Mr+ '
a w rn,nr r,p 3 nwevll4 M n os} d inrui rdl r n mlr+n+l annan'IIr7GI nRs6tsn33rl aru3irnu uaantnrmomY runad+o.wP a+nm dr!i.0 rnami,,.rr6a M'•I r1i10br'+r
Lue1.iL uN!r i ir,Sindry lr}r oe,rnnanllL*, It:d6,6AlaYgid,dlF1 it P' la„r10m„rLlln, Mara. YILSnwfniSn"Mr,dlubi7Dnr•r1. I,e0n, Marti Yk'4q MuP'.• ITd W.imrhedyroaFm.iryl Y'n,a,mrd3
rl ruab,Im,h,q WL I,h inpaMla!!dp"'a.60•rr,dr'a u„
I,sNaN Sdul rh•amr3tryi r a'Ih trl a 44 mo,alaMam nnl,Meldilil
d laaa3 h,p d[w:un. lr ra,meuadlGDdhrrne,
r3 Ni1oi I, ICinll7q Mape,ulnss 31taa 3apuu
Aualu Wd ll a I.t 4d 9r o.nrl M NM1^ ninL irinu du} 1}rIppipNOlDl6klbdhotsuIwlYalyLlaabllll.rf.bp,odediaadtlblomnelt.°Ir11°a'tp'olilitelwilleN16erunelpe,mistinhanA•Iloo11n1urAl16wrl.laeloill,r..
Anthony T. Tombo
Boo83
111, P E
4451 St. Lucie Blvd.
Fort Pierce. FL 34946
Job Truss Truss Type Oty Ply RYAN HOMES / SEAGATE v4
A0182844
WRCSG4Da A15D Hip 1 1
1 Job Reference (optional)
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. Mon Dec 11 11:35:28 2017 Page 1
ID:IhohHggcR5jfhi7ZLg11oUyiKGA-7iHLElp3hLsmJrTOVf5C2 mGhVQ7uN6n5938wMyA3Uj
6 9 2 9 0 0 1,2-2 20 6 0 25-9-14 2 -0 31-0-0 35-0 14 40 0 41-0
6-9-2 2-2-14 6 2-2 53 14 5 3 14 2 4 10-0 4 6 14 4-5 2
3x6 =
27 — 25
4x8 = 3x6 = 3x4 =
2x4 II
2x4 II
22 21
5x6 =
2x4 11
5x6 =
18 15 14
1.5x4 II 1.5x4 II
1.5x4 II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.64 22-25 748 240
TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 1.18 22-25 407 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.41 11 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T3,T2: 2x6 SP 2400F 2.0E
BOT CHORD 2x4 SP No.2 'Except'
B1: 2x4 SP M 30, B4: 2x4 SP M 31
B3: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
W9,W11,W4,W3: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins. Except:
3-10-0 oc bracing: 7-8
4-8-0 oc bracing: 8-9
BOT CHORD
Rigid ceiling directly applied or 4-74 oc bracing. Except:
4-7-0 oc bracing: 20-23, 17-19
WEBS
1 Row at midpt 4-24, 8-16
JOINTS
1 Brace at Jt(s): 8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 167910-8-0 (min. 0-2-0)
11 = 1687/0-8-0 (min. 0-2-0)
Max Horz
2 = 74(LC 12)
Max Uplift
2 = 489(LC 8)
11 = 485(LC 9)
Max Grav
2 = 1679(LC 1)
11 = 1687(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-37=-3549/1809, 37-38=-3502/1815,
3-38=-3438/1827, 34=-3328/1743,
4-39=-6338/3186,5-39=-6340/3186,
5-6=-6900/3409, 6-7=-6900/3409,
7-8=-6900/3409, 8-40=-4678/2388,
9-40=-4676/2389, 9-41=4999/2491,
TOP CHORD
2-37=-3549/1809, 37-38=-3502/1815,
3-38=-3438/1827, 3-4=-3328/1743,
4-39=-6338/3186,5-39=-6340/3186,
5-6=-6900/3409, 6-7=-6900/3409,
7-8=-6900/3409, 8-40=-4678/2388,
9-40=-4676/2389, 9-41=-4999/2491,
10-41=-5051/2480, 10-42=-3710/1870,
11-42=-3751/1860
BOT CHORD
2-27=-1552/3232, 26-27=-138/293,
25-26=-138/293, 23-24=-2973/6435,
20-23=-2973/6435, 19-20=-2868/6256,
17-19=-2868/6256, 16-17=-2868/6256,
11-13=-1649/3425,5-24=-627/422
WEBS
10-13=-893/517, 4-27=-310/133,
3-27=-316/303, 9-16=-703/1664,
13-16=-1665/3439,10-16=-465/1258,
24-27=-124512801,4-24=-1721/3556,
5-20=-207/599, 8-20=-343/792,
7-20=-358/272, 8-16=-1843/865
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; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to
9-0-0, Exterior(2) 9-M to 34-0-0, Interior(1) 34-0-0 to
41-0-0 zone;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
Dead Load Defl. = 5/8 in
l 3x4
10
42
2 0
1 g1 1-2
13
6x6 =
3x6 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 262 lb FT = 0%
7) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=1b) 2=489, 11=485.
9) Graphical puriin representation does not depict the
size or the orientation of the puriin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
tu.
hs•MvM,rtlh rrh.nr'lln0f n3SSn(Snitrj QltllI RUISIffipllCR nslhrj lGl7;uuCflfl:rl(P ra sent o#pmLndrt/etet.t>rslrm lrs'pom l:dr4llwrl IwhRtt. hlrm SlM Mxr.s m+merrnu wrwrlu.ry
tddmmtr,retw.d h,rlWnw.tl l,rhns kMp [.p,r (1 r. Sr.nmr tr/-s,+,bud--rlW-rmem-rtvre.drKdsstdr,pw q nywulryror lwpdr s.yr lt., LrymlwrlAD Wr.wh Ttil llttmis—apsw.lwrgrson s.-dttl Anthony T. Tornbo 111, P.E.
d.-d-Imsh,.7kenthr,-psrtrdra.m.r0.-f„d.vd.red.rWenlh.p•,.rmMalt- in. i.snWas hnd Y.{r.lydnN 1,appwddr Wdmhdlw,drlms.d,dqh -A-Frngr.-rtft-dM.nsJtwtwntpWlnd a80083 raayw,;,-
doe.r 4451 St. Lucie Blvd. m.art-n.rsWd xtundp rrdruagoy.msedtasw.payh,u.rttitndsulmrd-.a.pdp e Intrs.ro,.t.aAu„dw eLuwro. ..lt.,r ps4.-drmrnrra.,wnr Armuldn.
11l.f r4 grd.p..rm.t li rOrnn Y,t.i rot.uhsrpltyw. isenr W.1lrup v,n1 ufra. 6pa f-r MDR m,A3tnM rtn .-tad Ynll Fort Pierce, FL 34946 opp
lht 0 7016 A I lost bosses- AsAosy I. Tombs 111,7.1. lepudrmifuf this simmers, if e7lwm, is ptohihiied .idea the nine permission has A-f loof lrrsxs - Anthony l lmlo 111,1`1
Job Truss Truss Type Oty, Ply RYAN HOMES / SEAGATE v4
WRCSG4D9 A15H Hip 1 1 A01$2845
Job Reference (optional)
1 mu0j 1 ruses, rdrs rlerce, rc 34946, design@aiiruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Dec 11 11;35:29 2017 Page,1
ID:UumEBPzOXokuwJ2P5W?E2TyuP1 h-bugjRephRe_dw?2D3McRaBJOKvmAdvEwKpoiSoyA3U
1-0 9-" 1fi 5-13 23-6-3 31-0-0 40-0-0 1
0 9-0-0 7-513 7-0-7 7-513 9-0-0
Dead Load Detl. = 3/8 in
5x6 =
3x4 =
4x6 =
3x4 = 5x6 = 5.00 12
3 91 e a c e 7
14
13 12 11 10
3x6 = 3x4 =
5x10 MT20HS= 3x4 = 5x10 MT20HS= 3x4 =
3x6 =
Ste;
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 0.88 Vert(LL) 0.37 12 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.74 12-14 651 180 MT20HS 187/143
BCLL 00 ' Rep Stress Incr YES WB 0.50 Horz(CT) 0.19 8 Was n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 174 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 31 *Except*
T2,T3: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 5-0-0 oc bracing.
WEBS
1 Row at midpt 4-14, 6-10
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-8-0 (min.0-1-15)
8 = 1660/0-8-0 (min.0-1-15)
Max Horz
2 = 74(LC 13)
Max Uplift
2 = 498(LC 8)
8 = 498(LC 9)
Max Grav
2 = 1660(LC 1)
8 = 1660(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-21=-3392/1747, 21-22=-3300/1758,
3-22=-3297/1774, 3-23=-3075/1755,
4-23=-3075/1755, 4-5=-4216/2254,
5-6=-4216/2254, 6-24=-3075/1755,
7-24=-3075/1755,7-25=-3297/1774,
25-26=-3300/1758,8-26=-3392/1747
BOT CHORD
2-14=-1472/3044,13-14=-2051/4122,
12-13=-2051/4122, 11-12=-2053/4122,
10-1 1=-2053/4122, 8-10=-1483/3044
WEBS
3-14=-262/821, 4-14=-1313/705,
4-12=0/298,6-12=0/298,6-10=-1313l705,
7-10=-262/821
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; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) -1-0-0 to 2-M, Interior(1) 2-0-0 to
9-0-0, Exterior(2) 9-0-0 to 35-2-15, Interior(1) 35-2-15
to 41-" zone;C-C for members and forces 8
MWFRS for reactions shown; Lumber DOL=1.60 plate
gnp DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
Indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) ' This truss has been designed for a live load of
20 Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=498, 8=498.
LOAD CASE(S)
Standard
eedq•Ph. nnlgslI—.1le'A IIXf IdSS(SI-SUnid;tILRW 1(Oep11G1(IfI0xj 14L1-;L([eCR[K4AP Ars.rer/i YYr r.onm wm oln.mlint0ls lanyl(LQdW Le* I WaRlEhhm SimHrl nl UdnrdMnu ddY nlle lDl,wj
YlhYrvMrrissA/IY.vlhbixlhM du,As•Irru kvplquw(le,f(e fghp.Y,hWu.(IDlrrrnenom dbr8lmmlq.eiq rty.Wtl>I tnb ln#del rajl(nuM'+hIn01 IN alIN h imp nuvpu.lwlar rlmin vae e',} Anthony T. Tombo 111, P.EIdeudWtmsbrl.ILglshngnuWnd.l0.n.40.risrAvdy dehl.ILgGuip•,.hinbndC11R.61R'dolYdl.YgidldlM1l ThIFF 1916W.AFhanldrdI.w ldgk oj.M'gl.hhdhndYrtq"Isto fruWlg0 a 80083
eadedlaLprnpidf.olnnN.nsnlwwhmowhprimr.(yddnldoldAlq(I.NmSed}hh.mnitNpe4lYrRldSidmrdnn tipme s.ARSII1ns4rnre.Wlxn IMsdLLnsAepn,lnsksp[afa.rnuwh.,a'ns 4451St. Lucie Blvd. Av.lu lhwlref.xv yeN qw. mtq lr elMr ndld rMlnu Nophian 111016 lilgelup.,n lnusro. Eq.n ear" IO rgCerll x:nnnlirl hip 1. Fort
Pierce, FL 34946 oppilh107011Aliedhesses-
Ankeny1.bmhe111.1.1. tepidenioelskisdemnem,inglmeLisprokikildwidenIlewrinespermissnebee AdIced irises-Asrhuy1.lemhoIII, Ll.
w
Job Truss Truss Type Oty Ply RYAN HOMES / SEAGATE v4
WRCSG4g9 A16D ROOF SPECIAL 1 2
A0182846
0 Job Reference (optional)
Al rcoor I russes, r•ort merce, rL sq:wo, oesrgntaanruss.com
1-010 8-0-0 13t
5.00 12
5x6 =
3
35
o 34
1 2
23
3x6 =
3x4 =
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Dec 11 11:35:30 2017 Page 1
5x6 =
2x4 11
1.5x4 =
14 zz 2x4 I I 2x4 11
5x6 _
N
5x8 — — 0 2x 5x8 11
N
6 8 9
36 37
a 39
8 1
Dead Load Dell. = 9116 in
40
11
6x 2 =
17
6x10 —
22
21 20 19 1.5x4 II
15 14 13
3x6 =
5x8 = 2x4 11 2x4 11 4x4 =
3x6 =
19-5-14 20-7 p 23-6-15 26 6 8 27 8 p 33-0-0
5-5-14 -1-1 2-11-7 2-11-9 -1 5-4-0
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.60 Vert(LL) 0.65 19 742 240
TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 1.16 19 413 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(CT) 0.30 11 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T4,T6: 2x6 SP 2400F 2.0E
BOT CHORD 2x4 SP No.2 'Except'
B4: 2x4 SP M 30, B3: 2x4 SP No.3
WEBS 2x4 SP No.3'Except*
W11: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-3-8 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 7-4-4 oc bracing. Except:
2-2-0 oc bracing: 18-20
10-0-0 oc bracing: 14-16
JOINTS
1 Brace at Jt(s): 9, 8
REACTIONS. (lb/size)
2 = 1679/0-8-0 (min. 0-1-8)
11 = 1687/0-8-0 (min. 0-1-8)
Max Horz
2 = -67(LC 13)
Max Uplift
2 = -467(LC 9)
11 =-541(LC 13)
Max Grav
2 = 1679(LC 1)
11 = 1687(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-34=-3494/1787, 34-35=-3411/1797,
3-35=-3393/1810,3-36=-3187/1775,
36-37=-3187/1775, 4-37=-3187/1775,
4-5=-5438/2866, 5-0=-9947/4983,
6-7=-10334/5154,7-8=-10334/5154,
8-9=-8868/4393, 9-38=-8518/4236,
10-38=-8517/4236, 10-39=-3528/1814,
39-40=-3537/1802, 11-40=-3606/1795
BOT CHORD
2-23=-1510/3147,22-23=-2030/4229,
21-22=-2030/4229, 20-21=-234/515,
17-18=-4700/9916,16-17=-4700/9916,
13-14=-164/380,11-13=-1552/3265,
BOT CHORD
2-23=-1510/3147, 22-23=-2030/4229,
21-22=-2030/4229, 20-21=-234/515,
17-18=-4700/9916, 16-17=-4700/9916,
13-14=-164/380,11-13=-1552/3265,
6-18=-396/305, 9-16=-357/285
WEBS
3-23=-350/953, 4-23=-1379/663,
5-21=-3612/1870,5-18=-2491/5200,
13-16=-1449/2998,10-13=-5701381,
10-16=-2618/5459, 18-21=-2212/4575,
8-18=265/447, 8-16=-1120/562,
4-21=1315/2695
NOTES-
1) 2-ply truss to be connected together with 10d
0.131'x3') nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at
0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered
for this design.
4) Wind: ASCE 7-10; VuIt=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to
8-M, Exterior(2) 8-M to 14-M, Interior(1) 14-0-0 to
41-0-0 zone;C-C for members and forces 8 MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
5) Provide adequate drainage to prevent water
ponding.
6) Plates checked for a plus or minus 0 degree
rotation about its center.
7) This truss has been designed for a 10.0 psf bottom
chord live load noreconcurrent with any other live
loads.
PLATES GRIP
MT20 244/190
Weight: 492 lb FT = 0%
8) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 2=467, 11=541.
10) Graphical purlin representation does not depict the
size or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
ebsgm.ee.w ymw.ell pnrsm slwrlar:wrtrxsewrana3ml tr(Imr;l[(1pRe:all trclulikd rorendmlunwtifOnikupYn IROdhlrJwrlls441lhi.—WoMnneTO, ins nldtwnMrllfl.
OMweldhllhbM.eelereLrOelef¢.pe,SyoeOt[¢ ..urweglDDlptumwfe/teiaYrb dellwbingwvltlghMle lib5t 11n1lh.NMwOefaDrr,ee6ltil.M1hLpnU.pm.hwgrw..ee4uwlRy Anthony T.Tombo111,PE 80083
wlewbLrbwlNWelh6,wpee61me1tlAm.hO.wite,eLirdp.r6Mx:elhngwr,wpereeen uetll,Ae0.'d0ehdla aln4dllN Ih rnW 6lGdtnhttlnedWlmt.alyghfi}a,g6Y1n7brwlYttghY>aMYnyrttlln h
pup Mlp,dhcx,. lOwnlaM dlhhdtY efe ul wlrJ eud6 pd41hgwm 4dtq MamwP6lJ htl,Ih I11 c1 U(I mrhnNY pnd pAae ml btn,nr.esemr.ewsrtiunso<s,..trnsres t.a<av as r,nr,+mw,,,u 4451 St. Lucie Blvd. eu.
hwt"llotunm+q+•rhaerwiwend the hearWitw n.,wI—SrMywmdnr" aM*I wW.s s.lraidhDy. Fort Pierce, FL 34946 6pyrilht02016Adhnllnsses•
Anthony1.limboIII,P.1 tepobaiauithsdoeonew,inaeyIwo,ispml3itdrithaatherrineyermissioohemAdPootlresses-A.rb.ayI.BntoIII,P.1.
Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4
WRCSG4D9 A16H Hip Girder 1 1
A0182847
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. Mon Dec 11 11435:31 2017 Page-1
ID.UumEBPzOXokuwJ2P5W9E2TyuP1 h-YHyTsKrxzGELAICbAnevgcOlbiXg5hHDo7HoAyA3Ug
1-0-0 7-0 0 14-2-11 21-7-1 28-8-0 33-0-0 40-0-0 41-0,p
1-0-0 7-0-0 7-2-11 7-4-6 7 0 15 -0 7-0-0
4x6 =
6x6 =
LOADING (psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr NO
BCDL 10.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T2: 2x4 SP M 31
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3 *Except*
W2: 2x4 SP M 30
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 5-7-8 oc bracing.
WEBS
2 Rows at 1/3 pts 5-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 2016/0-8-0 (min.0-1-11)
12 = 4799/0-8-0 (min.0-4-0)
9 = 92/0-8-0 (min.0-1-8)
Max Horz
2 = 59(LC 13)
Max Uplift
2 = 818(LC 4)
12 = 2251(LC 4)
9 = 354(LC 24)
Max Grav
2 = 2020(LC 19)
12 = 4799(LC 1)
9 = 137(LC 17)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-4658/1890, 3-21=-4294/1797,
21-22=-4294/1797, 22-23=-4294/1797,
4-23=-4294/1797,4-24=-4001/1309,
24-25=-4001/1309, 25-26=-4001/1309,
26-27=-4001/1309, 5-27=-4001/1309,
5-6=-1233/3020, 6-28=-1233/3020,
28-29=-1233/3020,7-29=-1233/3020,
7-30=-22/1144,8-30=-22/1144,
8-9=-62/1220
BOT CHORD
2-16=-1654/4239,16-31=-1904/4901,
Dead Load Dell. = 5/16 in
406 =
6x10 = '
4x6 =
6x8 = 6x6 = 5x8 = 4x6 =
CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TC 0.96 Vert(LL) 0.2914-16 999 240 MT20 244/190
BC 0.52 Vert(CT) 0.5514-16 621 180
WB 0.91 Horz(CT) 0.08 12 n/a n/a
Matrix -MS Weight: 211 lb FT = 0%
BOT CHORD
2-16=-1654/4239,16-31=-1904/4901,
31-32=-1904/4901, 32-33=-1904/4901,
33-34=-1904/4901,15-34=-1904/4901,
15-35=-1904/4901, 14-35=-1904/4901,
14-36=-837/2356, 36-37=-837/2356,
37-38=-837/2356, 13-38=-837/2356,
13-39=-837/2356, 39-40=-837/2356,
12-40=-837/2356, 12•41=-3020/1358,
11-41=-3020/1358, 9-11=-1111/111
WEBS
3-16=-268/1088, 4-16=-751/256,
4-14=-1147/915, 5-14=443/2095,
5-12=-5775/2363, 7-12=-2065/1368,
7-1 1=-1553/2393, 8-1 1=-698/191
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);
porch right exposed; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
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 at=lb) 2=818, 12=2251, 9=354.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 222
lb down and 251 lb up at 7-0-0, 123 lb down and 139
lb up at 9-0-12, 123 lb down and 139 lb up at 11-0-12
123 lb down and 139 lb up at 13-0-12, 123 lb down
and 139 lb up at 15-0-12, 123 lb down and 139 lb up
at 17-0-12, 123 lb down and 139 lb up at 19-0-12,
123 lb down and 139 lb up at 20-11-4, 123 lb down
and 139 lb up at 22-11-4. 123 lb down and 139 lb up
at 24-11-4, 123 Ill down and 139 lb up at 26-11-4,
123 lb down and 139 lb up at 28-11-4, and 29 lb down
and 53 lb up at 30-11-4, and 105 lb down and 165 lb
up at 33-0-0 on top chord, and 399 lb down and 315
lb up at 7-M, 88 lb down at 9-0-12, 88 lb down at
11-0-12, 88 lb down at 13-0-12, 88 lb down at
15-0-12, 88 lb down at 17-0-12, 88 lb down at
19-0-12, 88 lb down at 20-11-4, 88 lb down at
22-11-4, 88 lb down at 24-11-4, 88 lb down at
26-11-4, and 192 lb down and 183 lb up at 30-11-4,
and 520 lb down and 513 lb up at 32-11-4 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: 1-3=-60, 3-8=-60, 8-10=-60, 2-9=-20
Concentrated Loads (lb)
Vert: 3=- 1 75(F) 6=- 1 23(F) 8=-58(F) 16=-399(F)
7=-123(F) 11=-520(F)21=-123(F)22=-123(F)
23=-123(F)24=-123(F) 25=-123(F)26=-123(F)
27=-123(F) 28=-123(F) 29=-123(F)30=-6(F)
31 =-71 (F) 32=-71 (F) 33=-71 (F) 34=-71 (F) 35=-71 (F)
36=-71(F) 37=-71(F) 38=-71(F) 39=-71(F) 40=-71(F)
41=-192(F)
odq Mu MgYI irk.hYIIJfiI arssa rSrllEl jQI'.LLI IIW1(Oipllig(glpxj tYf7';1(ntiltgl[RIN.hill rinip pwtm dml olnnhr Ln% lnpk"(TW, d rrhr I InaN4f I W—LMMnnr NlmdMnvddYnb Weeir
YlllYtnwmtr'nflMM.u1MhIMglr,rfl hrlmtNslplgrapr.SlrudkhprM,mudunlpligrsmrorrupticrdmpdnYwdnlwagngnlAelbbinpiD.SrJehn54l dInM10Dw¢,dnfM1l M1lnpnngnitl.IdquunnliNYl1? Anthony T. Tombo 111, P.E
I d.ud rlmlWgNufighmnqwdkkrdmAmme.i.non:dgdnmNdligNuryr,prmm dmutmxdmkdMlgn4dlFl iNgrndd0.TGdn.Namdmrm..dMgkrdYM1aigr.inbldandk,,gddikrrnF.'"urd s90083
h t Lq N.pcd(omn Nrar In ru tr NDdbl rd phlmrdm Nag lwlwmSdq Ml dln(I(LJrdh+4lh lHd Lll midrnw pmtlfdsu rnlnSrrbrry.w/an dYlnlL hm Nu l— drmrl'nittwu, n'm
r2e.lu lduM ll l (ail qrd qr .mq lr dl lnn bdid. b lnu dui Ini— k lei Y ldq Nup, n lmr Sp+Iqum.1.1 Was; le gfllzd to n n liW k llll
4451PieSt.rce, F
le Blvd.
Fort Pierce, FL 34946
6ppiph107016Adilellnsus AtlYaorLhMEN lll,r[.teproluOuullYisloconem,ilullro,ispmli6iledriAlNlhlmienpermiunlhlol•Ihcllnua-Mthurl.Im6cIII,R.
Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4
A0182848
WRCSG449 C01 Hip Girder 1 1
d 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. Mon Dec 11 11:35:32 2017 Page 1
I D:IhohHggcR5jfhi7ZLg 1 IoUyiKGA-0TWs3gsZkZMCnSnokVABCgxwg6n7gHxNOn 1 M37yA3Uf
1-0-0 6-0-0 10-6-0 15-0-0 20-7-12
1-0 0 6-0-0 4-6-0 4-641 5-7-12
Dead Load Dell. = 3/8 in
5x6 =
5x10 MT20HS=
3x4 =
3x6 = 4x6 =
LOADING (psf) SPACING- 2-M
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FBC20171TPI2014
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP M 31 'Except'
B2: 2x4 SP M 30
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP N0.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 5-10-13 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
6 = 1550/0-3-12 (min.0-1-13)
2 = 1571/0-8-0 (min. 0-1-8)
Max Harz
2 = 65(LC 27)
Max Uplift
6 = 617(LC 9)
2 = 616(LC 8)
Max Grav
6 = 1550(LC 1)
2 = 1571(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3443/1303, 3-16=-3169/1250,
16-17=-3169/1250,4-17=-3169/1250,
4-18=-3071/1249,18-19=-3071/1249,
5-19=-3071/1249, 5-0=-3354/1311
BOT CHORD
2-9=-1158/3115,9-20=-1526/3641,
20-21=-1526/3641, 21-22=-1526/3641,
8-22=-1526/3641,8-23=-1526/3641,
7-23=-1526/3641,6-7=-1151/3018
WEBS
3-9=-287/972, 4-9=-643/423,
4-7=-733/418, 5-7=-256/937
CSI. DEFL. in loc) I/deft L/d
TC 0.93 Vert(LL) 0.28 7-9 889 240
BC 0.95 Vert(CT) 0.66 7-9 377 180
WB 0.37 Horz(CT) 0.09 6 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;
Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl with any other live
loads.
7) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 6=617, 2=616.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 95
lb down and 119 lb up at 7-0-12, 95 lb down and 119
lb up at 9-0-12, 95 Ib down and 119 lb up at 10-6-6,
95 Ib down and 119 Ib up at 11-11-4, and 95 lb down
and 119 lb up at 13-11-4, and 67 lb down and 105 lb
up at 15-0-0 on top chord, and 304 lb down and 218
lb up at 6-0-0, 69 lb down at 7-0-12, 69 lb down at
9-0-12, 69 Ib down at 10-6-6, 69 Ib down at 11-11-4,
and 69 lb down at 13-114, and 304 lb down and 218
lb up at 15-0-0 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 5-6=-60, 10-13=-20
Concentrated Loads (lb)
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 87 lb FT = 0%
Standard
Vert: 5=-38(B) 8=-58(B) 9=-304(B) 4=-95(B)
7=-304(B) 16=-95(B) 17=-95(B) 18=-95(B)
19=-95(B) 20=-58(B) 21 =-58(B) 22=-58(B)
23=-58(B)
q rb..er. nwd rirmn115ABruuu•larturam1013MISMIONI ¢tmuu[aEurrdabnr" Ktd-eirwnild-1 rnnb.aw.mmr,.y YII.Yr.
amrrurltila sk, ir.
rbegrrqurp
i.Wdy(.w.rdelura q 111rgrbmr arv. AM FMWd",ftjnyauldgbrbr Mede. sipWrr heave f.T100.,id. Ml hbLp nugmn.btqum.t umlRl AnthonyT Tombo 111, P.E. a80083 Ylw'
igMfpad(
wr¢tN.>,rrMr6I0Dd6pmn.f rltlntdo. bdlq(q.m4hglMrpdJpWrWhnldUllnrdrmi'r pN la[M1l tlrrLrry.nitan.rYnf4linr Avry.lmrin#fgr.lfmrl+Ma*r,ant 4451 St. Lucie Blvd lr.lu
bfbdlr.(.t.a -alga re d rrarb.drrine In duttq.b b 161 btWerik4w, nrn:tsrm3 peer any rllq 11mil.db:or.elt.dbrlllFort Pierce, FL 34946 GppiphrlDlDlhAliullnsser nhagl.
l.mhlIII, LE. hprd.GialdAislrronem,iratINC, itprohiledriAetlthe ninelpermittiuhim Adlodh.un-Willey l.foots III, L[.
Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4
WRCSG4D9 CJ1 Comer Jack 10 1 A0192849
Job Reference (optional)
r.00 Fusses. run —erce, rL sv O, uesign(a a IU rrr nun. o. r cv b rvuv r z cu i r Prim: 6.1.1u s NOV iz zui r mi I ex Inaustnes, Inc. Mon Dec 11 11.,35:33 2017 Page-1
ID: UumEBPzQXokuwJ2P5W?E2TyuP 1 h-Ug4EH?sCVtU3PcM_IChNl1 THKW HzZpOWFRmvbrayA3Ue
1-0-0 0-111-11
1-0-0 0-1-11
2x4
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.00 5 999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 5 lb FT = 0%
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 = 24/Mechanical
4 = 37/Mechanical
2 = 198/0-3-8 (min. 0-1-8)
Max Horz
2 = 38(LC 8)
Max Uplift
3 = 24(LC 1)
4 = 37(LC 1)
2 = 125(LC 8)
Max Grav
3 = 25(LC 8)
4 = 37(LC 8)
2 = 198(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Comer(3) zone; porch left exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" 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) 3, 4 except (jt=lb) 2=125.
LOAD CASE(S)
Standard
r.,q.nnnn.04rruuln .r.•rlrnsam rillinanTIMA(anrnmT011r;lr[rolltKrERhmhrilYJrMndmd-Jinn hrlrnr*IV hnglfrCddoIA.,II hglLtdn.WwW-.eU.,M —vwdrmTN, q WlrYrrrrorrrn rM.nNM
nr Inisk'N b.1..r hsrye hprr[n,1tr.Wrleper;Mrr rr r lOD nynnsravpararp6xurdgw:gngrW lqNnlnpdh se;fe liar RgnNn NND rll wla PFl. lh letpnuaprn lrrytaLawytrJrl I derdr ImrWgMLgh6rnphm
dvr0'u 60.airnRCdglnhMUgOapr,.br hnrvellLde0.IOrlydlafalide AIM1I.IIrglrN/hfDldo Adlnrdnrrm tldgl 6}aigr,YmEerdYrugJ Ytyngood".1 Anthony 80083 Ili, P.
E.
h tala h,
rt rr.-rn. U ril id ed a I* TM rnr .rd fie. M1 OW Mr 80083 a w p.nnadpYmsdmpulq(ryrW4drglrndu(f0 NnMhrltaUlemrdarNY nrerdeanrenndLlmhdra.nnroy[q.a rrmrr„d,n..r r ndauwdrgecu-nRrdquo„mgtrnrnn.'
d d nrmdhur.rq.nrhrclorlrrarouy.,rrnds algnrnd rruq mmx dd runnardnnsr. 4451 St. Lucie Blvd. A iNOf01A#Ifedhassn-
Aetlea Llem6eltl,ll. reralaaieedtiislomrem,iau Im Fort Pierce. FL
34946 Pnl l P
1 skisrraltihd.itbmtitvnnnrermissitshemAdleaflmses-Aetitarl.leertalll,Ll.
Job Truss Truss Type Qb Ply RYAN HOMES / SEAGATE V4
A0182850
WRCSG4g9 CJ3 Comer Jack 7 1
Job Reference (optional)
All Root Trusses, Fort Pierce, FL 3494b, des(gn(galtnlss.com Kun: a.izu s Nov (z zu 1 / rnnr. o. i4u b Nuv Iz zu, r —cm Cn 11—bui—I nib. 1-11 — 1 1 1 1. . U. r
ID: UumEBPzQXokuwJ2P5W 9E2TyuP 1 h-ysecULlgGBcw1 mwAswCcH FORQwd71GGfU4 WSBOyA3Ud
1 0 0 2-11-11
1 0 0 2-11-11
3x4 =
2-11-11
2-11-11
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.02 4-7 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.02 4-7 999 180
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 -MP Weight: 11 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 70/Mechanical
2 = 187/0-8-0 (min.0-1-8)
4 = 36/Mechanical
Max Horz
2 = 75(LC 12)
Max Uplift
3 = 48(LC 12)
2 = 119(LC 8)
4 = 35(LC 9)
Max Grav
3 = 70(LC 1)
2 = 187(LC 1)
4 = 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Comer(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to
2-10-15 zone; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except Qt=lb) 2=119.
LOAD CASE(S)
Standard
rely MvO.MYt rrN.h'11 nOf 1ilffli'Mlln9r;1411MA(010111CISMO11j Wrr;4UCV11KKR SO.hrelY,ir pnnmdrrJ do ntl n, 7ngahr.q(wmilhlhl I. lull Cl lC tft.'%en Mnn, kilns Gr.m wMnAl To' rj
nmu.mlri,mirnddo117DaMrrJlistrn,AeL lgx(II,SK aftsisswuYwqlODrgnm.ayundWMtnuldgxe llnlnUllghminVi4uiloNisbM.1blWO.aYTRllrtr pn,upwKgrmwuW41 Anthony T.TomboIII, P.E I
d.u antm,'u Wlnlhtrrup,dale!rJtrAae.hO.an,o0tl:d¢arbinllnlhxryr,rrYlr.Lnr 414i,IirdalYdlrilsln4dlF1 ihq nJdnerndr.!WIn,dMfmtdl4lldlr tai 6o,nhmdkq,MhbnynuWd 280083 d
O.Wgh,j.OMn C. W•a„ao.trihd At.Fidd isdrhn,S111O r(yn oulMtM'amr(tWllYnldhrfldSLLlnhnlf4pnnp ndinh. INift,6Nlandionf4tin,htgn,hniW*fq ndTins rvu, mi 4451 St. Lucie Blvd. 1mnu l dlfa(nnd4d
go.rOgh p:n lmhel hlnu hOrtr/+InhtCitr Wghtry.,almtfnRa Erpn Eert M!>f NgOIaM:unnld dofill Fort Pierce, FL 34946 opplia 02011AIbdb.sso- Whirl
l.lamhalll,p.1. ttpnlbosoul(hsArooem, ill Oil lorr,ispickiAutArithtatlit wine. peraissieharAd[oaf haues•Aathtoll.l.nhoIII, l.l.
Job Truss Truss Type Oty Ply RYAN HOMES / SEAGATE V4
WRCSG4D9 CJ3A Comer Jack 1 1
A0182851
Job Reference (optional)
wr „wa , u'iatow, -u or ar . it. In Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Dec 11 11;35:35 2017 Page 1
ID.UumEBPzQXokuwJ2P5W?E2TyuP1 h-Q2C_ihuS1 UkmewVMPdjrgSZduK_3ljWpikFOg$yA3Uc
2-7-7
2-7-7
2x4 =
2-7-7
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/de0 Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 3-6 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.01 3-6 999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 8 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-7-7 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 104)-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 = 10210-3-12 (min. 0-1-8)
2 = 68/Mechanical
3 = 35/Mechanical
Max Horz
1 = 51(LC 12)
Max Uplift
1 = 22(LC 12)
2 = 49(LC 12)
3 = 1(LC 12)
Max Grav
1 = 102(LC 1)
2 = 68(LC 1)
3 = 48(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=S.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Comer(3) zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) 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-M wde 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) 1, 2, 3.
LOAD CASE(S)
Standard
mry.nnnn.,qy,Mn,l.•elfurnamruuEnar n«wsecoeanuimfDx;mr;llnCi![EWllli•feahrfrlrupfandrndrnlunwnrlimhnphuglff4ldrle ll.ietrGlfLldnarflmMrnr wurmn.uwdnmml,.ry
ruulromrt ar unrret.ri»r.rt arirn,r.p lrp..(tr,sp.,af hpn,mww.,rm upevo,o.upardrpdnu.d npn,rey.wulroreropder la7r inss gmenmfho.ar. r. rFi nr pnnyero.irgemn>.uumT
I dnrdkslmfhrglW,gBrrnprd4t.dea0.ur,rOnriresllNyzfnmlrr«nfhniprr,ameuhnd1a0t4{:rmbdeaY n4rIFl, i6gMnddrNOis!ydenrdhrim irldlglrh}mgr,mhCdwWit" lrrrupid"ed
Anthony TOmt10111, P.E.
80083rr.dayrfpndfeere..lh.asNMarlhDdrp.ms pddmtdrrNq(ryrmWrpFA m.IRflJrl4JethfgdlLLlmrd.wehpmlplrat Mltl.trrryreiit9nrMerdriintrup.,hnfrtpG..rtrntteWi.,a'nr4451 St. Lucie Blvd. I"byI(". rol". mehatree.nnahI..NU,I*.rrnenrw.lnum,.,1— Sims bp.d Iwq mmid:,t:m rnrtmrin1. Aepyiphi0IDldAdbdhessts-
Aothtay1.ltd# III, PLteprodoci000fthsdommem,itnyfore,isprohih4edsilliest the sn«etptimissitthot Adtoollnset-AttheoyllomtoIII, t.l. Fort Pierce, FL 34946
Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4
A0182852
WRCSG4D9 CJ5 Comer Jack 7 1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Dec 11 11:35:36 2017 Page 1
I D: UumEBPzQXokuwJ2P5WTE2TyuP 1 h-uEIMvl v400sdG44ZzLE4Mg5iMkESmAmyxOTZCuyA3Ub
1-0-0 4-11-11
1 0 0 4-11-11
2x4 =
LOADING(psf) SPACING- 2-M CS1. DEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.57 Vert(LL) 0.13 4-7 462 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.11 4-7 532 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 17 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 126/Mechanical
2 = 263/0-8-0 (min. 0-1-8)
4 = 64/Mechanical
Max Horz
2 = 115(LC 12)
Max Uplift
3 = 89(LC 12)
2 = 157(LC 8)
4 = 61(LC 9)
Max Grav
3 = 126(LC 1)
2 = 263(LC 1)
4 = 90(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. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) -1-0-0 to 2-M, Interior(1) 2-0-0 to
4-10-15 zone; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 2=157.
LOAD CASE(S)
Standard
f ryitblY S.'kh rr..hYI IM II S{6r0Lr1rtl.lxI11W{[ocantntmOxs-WT9';llC{C0.1WRhs. Ilrh kOppm ndnal mn h,Ln, G,prnq 'uhIrJrr I Irk0.t I b1—%WW ,Otn, r,.nr o dnOr IOl,ry
ntauumrlra,rmkrultur.104kwAnthony T.Tombo111,PE I
d,wdILIIrviiwin kulliIsOrinpl3d!dC.Nm.doQ—,WwUni psw0.Ir 1,9k p,,.Worst, lr,RLisCrlhb.1Whgn4dMy a 80083 h tuglnsmdL .
m.„aM.atoodrrpu„drean,edkati W.m snrtm m.LwL[{ra,uhtndsul o rmrewk pa"p - tnl4451 St. Lucie Blvd r!dv Wuk
l!aLaxa 4eb gr rreq l!ALu,nrlui frlm,G,er[ynrhlcl C.IrPI.I rup,rtlmssina[q,fri Mlrl N]i,lbmrnlld ml, Fort Pierce, FL 34946 AppijM07hldAllwlhntn Anlagll.mh.
IL1.p.1. 11plododial W ibis looristro, in fly how, is inciMed willstor list written Fermissiom how A4 loaf hinses - Anthony 1. Inds III, P.I.
30 =
SPACING- 2-0-0
LOADING psf) Plate Grip DOL 1.25
TCLL 20.0 Lumber DOL 1.25
TCDL
BCLL
10.0
0.0 Rep Stress Incr YES
FBC2017ITP12014
BCDL 10.0 Code
LUMBER -
TOP CHORD 2x4 SP No-2
BOT CHORD 2x4 SP No.2
BRACING-
TOP CHORD or 4-7-7 ocStructuralwoodsheathingdirectlyapplied
pudins.
iggggff]
lied or 10-0-0 oc bracing•ectly appairedends that StabiliziNss ereclon, inbeinstalledduringithStabilizerInstallationaide.
REACTIONS. (lb/size0-3-12 (min. 0-1-8) 1
122/Mechanical 2
601Mechanic3l 3
Max
Horz 92(LC 12) 1
Max
Uplift 42(LC 12) 1 =
89(LC 12) 2
Max
Grav 182(LC 1) 1 =
122(LC 1) 2 -
85(LC 3) 4-
7-7 4-
7-7 in
loc) Well Ltd CSI.
DEFL.
Vert(
0.06 3-6 894 240 180
TC
0.56 Vert(C-1 -0.05 3-6 999 nla
SC
0.50 Horz(CT) O.Ot 2 n/a WB
0.00 Matrix -
MP 6)
Provide mechanical connection (by others) of truss tobearingplatecapableofwithstanding100lbupliftatioint(
s) 1, 2• FORCES. (
lb) Max. Comp.IMax. Ten. - All forces 250 (lb) or less except when
shown. LOAD
CASE(S) Standard
NOTES -
second gust 1) Wind: ASCE 7-10; Vult=150mp h (3 Vasd=116mph; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) andC-C COrrler(3) 0-0-0 to 343-0, Exterior(2) 3-0-0 to 4-
6-11 zone;C-C for members and forcesate gnpWFRS for
reactions
shown; Lumber OOL=1.60 p DOL=
1.60 tee rotation 2) Plates checked for a plus or minus 0 deg about
its center. 3) This truss has been designed for a 10.0 si bottom pchord
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-" wide will fit between the ther
members. PLATES
GRIP MT20
244/190 Weight:
14 lb FT = 0% bottom
chord and any o connections. min.+h 5)
Refer to girder(s) for truss to truss co r
n+r I[p;d5.hS-1l.1"eL LlMrsr y;M,rxrns pmdM,ar ^ nUtililidlR
W. lr't16,1V Nmdrndrd rn ^nsultar n ld,.p Inn ttldd nml0p wh•^t PFI Ilreropm,aP,n Qlilll
flUlSt(OF'fltll (7S171s114t(r; do 6sssd q+t'bi ^M^ rddyln d^,bu.i.dm IM,-144ldl,lai9r•hsrdnr dYn.isM n00"""eS+dtud4
nnum h,y,ty•11 eTCl fllSsuFs(ulrl .rsn,d w+l lo{i4^d'^nsr r
itudlFl
Thel>t, errtd Mend"11M^llmt
a
I.wy{nira a^"ndy eim R( Inddstl oAdrrnd5r prd rlaa. Rslrytmrnl,nu d1LIrr+NrPas sm 11 Ita 16'1
hbW1° W
aO.m ll(Ir IdhtMhd+l MSM ep ¢erarinnnn wine h IM. d Ndhol;nsd(tEdl nsrM.d NOd^r rrWs+f pdraass d m W" I 11 d11 woni lb Ines hup [Wm n s 11
t
Idtlq n all
t
n 6 isplcec
bp^
n d
nl'!i)
t15Q1 d^du Iscd
II a(rtsd(appipbl0 ?oil Allnttn-Aa11o.1Llambl ill, p.l. tepnbdio.dlYis{nanem, in all bra is pso{ibitel ril6cdl the+nllt.p^miuuaban bl lad lnssn Aalhnyl.b^to Anthony T. Tombo
111, P.E. s 80083 44515t.
Lucie Blvd.
Fort Pierce. FL
34946
Job Truss Truss Type Qb Ply HOMES /SEAGATE
v4WRCSG4g9D01CommonSupportedGable1A0182854
AN
Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Faun: B.WU S NOV 12 zui i vnni: mizu s nov iz zui r ivn t etc inausures, inc. Mon um; , i , ,.55.5r zu, r rdsu ,
ID'UumEBPzQXokuwJ2P5W?E2TyuP1 h-MRJ16NwiZ6_UuEflX2lJvtezh7iAVcm6A2k7kLyA3Ua
1-0-0 7-0-0 1440-0 15-"
1 0 0 7-" 7-0-0 1 0 0
4x4 =
5.00
15 _
i i
J'
12
lam, •' 3 TY .../
ST1
I I
4
16
ST
I I
ST3
6
I
ST2
17
7
71 .,
ST1
I
18
e
9 Qto
3x4 = 14 13 12 11 10 3x4 =
14-0-0
14-0-0
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(L-) 0.00 8 n/r 90 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 9 n/r 80
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 8 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight: 60 lb FT = 0%
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 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 14-".
lb) - Max Horz
2= -59(LC 13)
Max Uplift
All uplift 100 lb or less at joint(s) 2,
8, 13, 11 except 14=-102(LC 12),
10=-102(LC 13)
Max Grav
All reactions 250 lb or less at joint(s)
2, 8, 12, 13, 14, 11, 10
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
4-13=-115/266, 3-14=-163/265,
6-1 1=-1 15/266, 7-10=-163/265
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 Comer(3) -1-M to 2-0-0, Exterior(2) 2-0-0 to
7-0-0, Comer(3) 7-0-0 to 10-0-0 zone;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl with any other live
loads.
9) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 2, 8, 13, 11 except Qt=lb) 14=102, 10=102.
11) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 2, 8.
LOAD CASE(S)
Standard
m.qd•11¢4r ilm rwlrt¢utu mla i camroa tmc rWruuaniow:rrr. ret Nub pnaaf rltdru,rMG.n Eng trr.gjt001rmrogl 1"ll1IW nAm 4Y. nr. liue.n,c4lrMig rl! 141dr:
ddmddlr.WI.%40% t"i AN Anthony T Tombo 111, P.E. dne/
d,M,dqh:itbbnyrdli.dYD.w,t.D.ri,rYuA .nah Wiyhv7o.ate+r 4n(.r1.IXrdhtd rY uarlM fY gln.VdE. iMrghll n,/rim,,.M1ie,rgr,.4M rYcq udrany W1.1 180083 dar
k.,rtnenao.mM.n.dtmrrrou,rt.riu,4mueeht r,.nsed wse.leWtr,mharsutntr.mNrt dt,w, Initr ,o.mw+aanrw,adinuti *.,trn,on[y.mrim,w.ne.u.rn, 4451 St. Lucie Blvd. da•,. tr'
ilh.(.bdgrcl q...,rghap, rand Irum A,*tgraorat .tay on... hn,sJr. [q—d.1 w.1 111,gUd W.,orm Fort Pierce, FL 34946 ptrgM0f11{1-
IN IL.,u,ktY r7l.ieal.N.I.L leptdmwdiki,l rnmra,i utln,nr Y hBrlyd6wnR nntnpn iuiuhuA ItwlLnu,A 0 gf.bWlO,I.E.
Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4
WRCSG4D9 D02 Common 1 1 A01$2855
Job Reference (optional)
uuss.aulrr nun. o. rzu s Nov lz 20i r rnnc tl.1zu s Nov 11 zu1 y MI lek Industnes, Inc. Mon Dec 11 11;35:38 2017 Page'1
ID:UumEBPzQXokuwJ2P5W7E2TyuP1 h-rdt7KjwKKP7LVNEx51GYS5BzRXwWE30FPiUgFfnyA3UZ
1-0-0 7-0-0 8 0 0 9 6 o 11 6 0 13-7-12
1-0-0 7-0-0 1-0 0 1--2-0-0 2-1-12
4x4 =
4x4 = 3x4 =
7-M
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.12 5-17 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.17 5-17 981 180
BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T3,T4: 2x4 SP No.3
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-8 oc
puriins. Except:
54-0 oc bracing: 3-4
BOT CHORD
Rigid ceiling directly applied or 6-11-9 oc bracing.
MiTek recommends that Stabilizers and
requiredcrossbracingbeinstalledduringtrusserection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 = 544/0-3-12 (min. 0-1-8)
2 = 608/0-8-0 (min. 0-1-8)
Max Horz
2 = 72(LC 12)
Max Uplift
4 = 155(LC 13)
2 = 188(LC 12)
Max Grav
4 = 544(LC 1)
2 = 608(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-18=-858/691, 3-18=-790f710,
3-19=-790/704,4-19=-863/690
BOT CHORD
2-5=-484f729,4-5=-484/729
WEBS
3-5=-49/314
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; End., GCpi=0.18; MWFRS (envelope)
and C-C Comer(3) -1-M to 2-M, Exterior(2) 2-0-0 to
13-7-12 zone;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 1.5x4 MT20 unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 4=155, 2=188.
9) Graphical pudin representation does not depict the
size or the orientation of the pudin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
Dead Load Dell. = 1/16 in
PLATES GRIP
MT20 244/190
Weight: 67 lb FT = 0%
rq hrus—voi, n-1113marmn inQ141lNisafOt7 asaslouj4mi ,unC awirtrwIneihop ".dmdrdc n nt1-"b" IN, dhle-11.Woo g11.blu.,SeenMirn, mlr„ b...e rnneln, 1 W11Y
rsmi Itf,,tll h r W W 61'J{ n M n11 h, — Oran Iger p r, 51c,ar Intm ;m ur u q a i p—h uFC, r 4 prn WN q mN ny vlary Pit no irh1, A M teJr In„ MnJ oft IOa roll, d m1, N 6up nvgmn 1,q r Cany uatorn ow.
4Oct;T—enroll.Ohm,up-stf.ra,o.nr.%0-1rermdI'd .11od,"or,p,r,.C.Im"d11Lm;dml,dl.r>a11hdMiThgandolPAINCAD! 151r61fen,dygldb 1wrq,,b,naYdbrq,MMlnny Wlnd And'onyT.7ombolll,P.E. of dygrspn dl
axf m.s„a,..6rlro aldp,musd eamden bap cq®srn.r,m.Pan pbdrsg rnwvunrd.msr. prr mlrfrsrrr,r.wcsl,danruon,ono.. u.,,onp [q,.dr.0 r,.brx, s,s a 80083 rf.
hr ldurl ,
fitn ,r l up,lrru slrr 6p,m rol WAR mmsvd r..,nnlad l,ml 4451 5t. Lucie Blvd. 1 4 •Ihl*w,hr1.14fnuhu Iq:rnbinY{L!a M Fort Pierce, FL
34946 opyilhl07016A-I Roof
bosses-h1hoey1.Tombs 111,t.f. teprdodia.ofAir ioronerd,ionllun,ispmhibilel itheatthe.rineepermission horA-0foul lrnses-AlAoorl.Imh 111,L1.
Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4
A0182856
WRCSG4D9 D03 Half Hip 1 1
A. 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. Mon Dec 11 11:35:38 2017 Page 1
ID:UumEBPzQXokuwJ2P5W9E2TyuP1 h-rdt7KjwKKP7LVNEx51GYS5B7KXxXEuNFPiUgHnyA3UZ
1-0-0 6-8-7 + 9-4-0 13-7-12
1 0 0 6-8-7 2-7-9 4-3-12
3x4 = 3x3 II
Dead Load Defl. = 1 /16 in
12
3x4 = 1.5x4 II 5x6 =
LOADING(psf) SPACING- 2-"
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 ' Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TP12014
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 5-10-2 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-5-4 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 602/0-8-0 (min.0-1-8)
6 = 538/0-3-12 (min.0-1-8)
Max Horz
2 = 204(LC 12)
Max Uplift
2 = 182(LC 12)
6 = 171(LC 9)
Max Grav
2 = 602(LC 1)
6 = 538(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-11=-880/551, 3-11=-769/569
BOT CHORD
2-7=-729/777,6-7=-729l777
WEBS
3-7=0/311, 3-0=-800/755
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Comer(3) -1-" to 2-0-0, Exterior(2) 2-0.0 to
13-6-0 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
13-7-12
CSI. DEFL. in floc) I/deft Ud
TIC 0.67 Vert(LL) 0.10 7-10 999 240
BC 0.50 Vert(CT) 0.11 7-10 999 180
WB 0.82 Horz(CT) 0.02 6 n/a n/a
Matrix -MS
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
20.0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=182, 6=171.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 63 lb FT = 0%
fedq•Mu NegTh rrh•h'sII=ni11[trolj GtlW 111115 e(Ot'ailen MI9%CKTT,'I1[1C1UVJf1[•Wa lerfr k+Ir po.mdrd bM.oll«10np MugllOP,d I. 1rJq I. Ir4 R IL ld—SkM16-enr WoldWnv dN oMNI, Fj
dltdloMlrtlset.nd bl ee nebie.dd s111ln1 k1yllq dpl, Srndry 4pe mudngf0lrgrmem.Glredh(.dnd tl rgwulny Werybblbyeddrs>belms Eem1.h100 rdr.d. P4l Rlnplu.gesnldlq ude.>. ublle's Anthony T. Tombo 111, P.E.
deudNtmlfugl IAghhmrwlLLWdes Dm.Mbdl. Misr Itd1hWWi34u4dMI. lhgpnddhNld.!bdd d6,1—rldgb ftwq..bddme—War qW6IN.,Msub,d a80083 b inlay DelQldAe:
mn hrxlm.I bl l00dhlndusd pllLesldmba q(qrm Sdnr hY-m!(I NIL+1Hhigdtlll mld.nmh lrmlpd.0 mlpA.lMny«eJian dlmndLL«lput,Lnl Wap 6.n ffmtn d Aib, w'nr 4451 St. Lucie Blvd. M.lu edwllle(
e-ogd qu aeghdlln*s l.drtf lwl.0 puptg.wueclrl.r'lq trap,«I:ntSlneF.q wdq efq NmilmlMnnnlddb ml. Fort Pierce. FL 34946 OppilY102011AIlrlhisses -Amloy1.Ier-
6eIll. r.1 tegadaioecfibis d m erd,iley f,ispokiEeeddihe ltire rritteepermissin hem Adleaf hesus-Aelheny1.lea!III,p.I.
Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4
WRCSG4D9 D04 Half Hip 1 1
A0182857
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. Mon Dec 11 11i35:39 2017 Pagc,1
ID:UumEBPzQXokuwJ2P5W?E2TyuPl h-JpRVX3xz5jFC7Xp8eTon_ljA_xHlzLaPdMDDpbyA3UY
1 0 0 6-8-7 11-4-0 13-7-12
1-0 0 6-8-7 4-7-9 2-3-12
3x4 = 3x3 11
3x4 = 1 5x4 11 5x6 =
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 FBC2017frP12014
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-10-4 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-4-3 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 602/0-8-0 (min.0-1-8)
6 = 538/0-3-12 (min. 0-1-8)
Max Horz
2 = 245(LC 12)
Max Uplift
2 = 177(LC 12)
6 = 195(LC 12)
Max Grav
2 = 602(LC 1)
6 = 538(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-11 =-879/500, 3-11 =-767/518
BOT CHORD
2-7=-751/775, 6-7=-751/775
WEBS
3-7=0/311. 3-6=-802/775
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)
and C-C Comer(3) -1-" to 2-0-0, Exterior(2) 2-0-0 to
13-6-0 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
CSI. DEFL. in loc) 1/defl L/d
TC 0.67 Vert(LL) 0.10 7-10 999 240
BC 0.50 Vert(CT) 0.11 7-10 999 180
WB 0.83 Horz(CT) 0.02 6 n/a n/a
Matnx-MS
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 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=177, 6=195.
LOAD CASE(S)
Standard
Dead Load Defl. = 1/16 in
PLATES GRIP
MT20 244/190
Weight: 65 lb FT = 0%
4rq rb.uar'qµre•orlr'1IIM1111mrslufnQ111AriN s(OI.tIICY1(IslomjmTir;llucriu Urb,s.(erliYJlpMmdminln hrLmGnpMmylRPdh4Lll IrY41f Ift- nsWr•nr arune•.uwwnmm,.y
a1lrYuoemrllnrrMnrullrbfiDbMnut IrrhnrhvpfeporOF. weft gWrt,muaurrTwgnnno-pcuanep8rrmolut—Iquipind"Wobrprlarsr•IinrhpM.1hu"'Mool41 Nkfo ooprn.Ideloamnuorl0'y Anthony T. Tombo 111, P.E. I
olnrdbolmrWglrWghhrupd•N!a4Ao.4(IrnrralrharofchlrllnlAupr,ro•uanrinl((W0.'dhbdlrYgn4dlFl il glnul h101dwEdln da•imtrii{IriiFwgr,ufiA6.dYrt JrfMorrtyuNLf a 80083 h
hrLal hrpo dli nr. dl oar to lno YtObdar lndur al pdrMrdm berq(rgrm 4dey bbsw(t01J plhrM ll lid Q(l nrdrnrlW porn p•qn RNb1rr»ntrralNu I Innl Lhnr Mupr.lmrinp Igor Irmrrnl¢+•u, a'nr4451 St. Lucie Blvd. do..
Wood IF I[mo met 9.o.og4/I pen lnrhri hlnu coup fW."Is 1o; age Wool ht4w., lnu SIM 1,4—ear" la mtlml r:n rrn MaN a Mi. Fort
Pierce, FL 34946 oPTi
lif 0 7016 A I lost hissel -Ankly 1. tombs Ill, ?.I. le iododics of this dognment, in soy form, is libifelrifheotlhe ieopaoieoheoAteoflues Aofhoayl.lmbolll,L[.
Job Truss Truss Type QtY Ply HOMES / SEAGATE v4
A0182858
WRCSG4DP D05 Half Hip 1 1
RYAN
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, designQa a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Dec 11 11:35:39 2017 Page 1
ID:UumEBPzQXokuwJ2P5W7E2TyuP1 h-JpRVX3xz51FC7Xp8eTon_lj9pxHhzKEPdMDDpDyA3UY
7ZOOQ 6-8-7 13-4-0 13r 12
1-0-0 6-8-7 6-7-9 0 2
3x3 II
4
3x4 =
1.5x4 II 5x6 =
M3
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) 1/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.75 Vert(LL) 0.09 6-9 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.11 5-6 999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(CT) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MS
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 5-10-1 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-3-3 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 602/0-8-0 (min.0-1-8)
5 = 538/0-3-12 (min. 0-1-8)
Max Horz
2 = 288(LC 12)
Max Uplift
2 = 163(LC 12)
5 = 247(LC 12)
Max Grav
2 = 602(LC 1)
5 = 538(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-10=-882/435, 3-10=-771/453,
4-5=-165/362
BOT CHORD
2-6=-807/779, 5-6=-807/779
WEBS
3-6=0/313, 3-5=-825/847
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 Comer(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to
13-6-0 zone;C-C for members and forces 8 MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) ' This truss has been designed for a live load of
20.0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=163, 5=247.
LOAD CASE(S)
Standard
eo
c6rh
Dead Load Defl. = 1116 in
PLATES GRIP
MT20 244/190
Weight: 66 lb FT = 0%
ory Mu Mwdlr rr.h.nr'1I Im R=(V1In61I;11ITI NSIfOF IIICN(RI(Ixj wl.T;lweRErJ[II• I& Iedl hop Pmrmrrrmr. IV, I—" 1.1.4(norr eNr I lrra I I hhmSlM Mhvm Wrr, diff.nr uWnd IN. rh
OhYr rmrr[n,M.ndM6lol b taro nr has kw lrp.e p r, wet hyFV4W wee "rr 11111'4 mr..F-t or ptrsud'n-"I rs"W rr 'ew I" Id Ims * hn, L7nd ntr no r¢, k TNI. III, enp nrgern he1gr.0a."'4d" Anthony T. Tombo ill, P.E.
I rnrtb,ImsWgl.xnp 1,h rnpruYW!thD.srr.k0.n,ribmdr)<trb Nty h,Tr,.trundtbr oL SrCr Mhd I.Slg NrrlRL lk xndthlCld.!kll nr Is Ar Irs" 1rq l.nti myr. Wall. r k.q deo k rnyruun t 2 80083
rorwgkspnr(r sn to o„o M.dmornpmu,rAe&u, d INb gcgr,nU"b"M(AMPWIM4IM.9 fLL1 wdswrld*Al-trrlr rt l—MI YSr,yrnHn ad Mn atlblFn, kup.,I—AIM brem as rm,t rti v,.,u 4451 St. Lucie Blvd. nv.iu
ltirll rfrn7 yrd rwo.rq lr tl prtn bird Or Inss hutlreurnl,IAt r. ltlghup.,. Ns sro. hprrnd.lrq L11cmd W.1lanetnibilll Fort Pierce, FL 34946 GppipN07(IIAAIbdLosse-
Aelrgl.loml/lll,l.t. tristwod'roddisbmnem,msly firm, ispolil'drA ilYeNthe tinnee permissive hem A-Itool lmsn-Anbnrl.lwloIII, p.l.
Job Truss Truss Type City Ply RYAN HOMES / SEAGATE V4
WRCSG4D9 E03 Half Hip Girder AOf82859
JobRefer nce o tional
Ay Roof Trusses, Pon Pierce, FL 34946. design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Dec 11 11;35:40 2017 Page 1
ID:IhohHggcR5jfhi7ZLg 1 IoUyiKGA-nO?tlPybs 1 N3lhOKCAJOXWGSwLYvi_3YsOzntgyA3UX
1-0-0 3-0-0 6-0-0
1 0 0 3-0-0 3-"
4x4 =
Dead Load Defl. = 1/8 in
2x4 = 1.Sx4 11
10-4-0
0-4-0'
3-0-0
2-841
6-0-0
3-"
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.19 6 365 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.18 6 395 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matnx-MP Weight: 23 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins, 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. (lb/size)
5 = 252/0-3-8 (min. 0-1-8)
2 = 333/0-3-8 (min. 0-1-8)
Max Horz
2 = 77(LC 8)
Max Uplift
5 = 183(LC 5)
2 = 224(LC 4)
Max Grav
5 = 252(LC 1)
2 = 333(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
porch left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 5=183, 2=224.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 82
lb down and 107 lb up at 3-0-0, and 41 lb down and
53 lb up at 5-0-12 on top chord, and 99 lb down at
3-0-0, and 23 lb down at 5-0-12 on bottom chord.
The design/selection of such connection device(s) is
the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 3=-11(B) 6=-11(B) 12=-17(B) 13=-19(B)
r.aq•rye.,q,r.tl.n.•rIimrirrirumnmlmTEN& e"y hop" .mr,db.n,.n'I""o.,jlrW,.Wb1eWj1I.ra11IrI. Skfflksrtl,
nmmrm rtt„mrnNa a.I>t.r.0 hoplq.tlpr.spalbpmr,mw..Ialrq,r.r,.*up-dINpd.,.dow,vinWA01r,nrlwpdm,grincrrardnINTM,dI.NWMi. Irb.pm-pranry,.m.>.carry I
dNrMlm,hr.i{ralnlh6rnpaNar,d4Am.M0.ar,uMrrl r ln Or ldLgdupr,t6r.rn rlW liLL d Wbd lnY rW dlM1l ih gpmlr6lGDdmCdl nrdnrfmr. kirOq 1.fJry Aigr, hrnM.dktul'a r.r"ouokjJl d ony T.2
Tomb80083 III, PI: a
f10083 rrwyOnptldcaernn.
l0.t„tlatltbNDd.,r r,.lpWnndM.dtq(y.mtdrgllr.m.imllpWJelpllldUUnrdtrtrarpndpJ>d.IM1IrS.,Lrnpn laain.lrtnd4li.,hope, hmrnpFq.ndlmt6tar,tl,am 4451St. Lucie BNd. e..,.bi-01 iGtaarpdq.. a.gloomly a.
III, .
mu
naaial
If.reldr.n,
In IIIfu
hs proki t wr.
I w>, wuy,d.t..r. rdmb lni Fort Pierce,
FL 34946 OppitMOt0lfAlbd Lnse,
Amlaryl hm6r lll, H. tep,oioaiar dllia iamnem,mutlur,i, pratilitd.rflatl the rrirtea pemissin hm Ad laalhn,e,•ArlhmrLbnkoIII, f.l.
Job Tn,ss Truss Type aty Ply RYAN HOMES / SEAGATE V4
A0182860
WRCSG4W E04 Half Hip 1 1
u Jab Reference (optional)
A7 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. Mon Dec 11 11:35:41 2017 Page 1
ID:I hohHggcRSjfhi7ZLg 1 IoUyiKGA-FCZFykzDdKVwMrzW mugF3jpRMlyxRR7h5giKt6yA3U W 1W
5-0-0 5-"
100 LOADING(
psf) SPACING- 2-M TCLL
20.0 Plate Grip DOL 1.25 TCDL
10.0 Lumber DOL 1.25 BCLL
0.0 ' Rep Stress Incr YES BCDL
10.0 Code FBC20171TPI2014 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 6-0-0 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 9-11-9 oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, In accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 5 =
211/0-3-8 (min.0-1-8) 2 =
317/0-3-8 (min.0-1-8) Max
Horz 2 =
117(LC 12) Max
Uplift 5 =
156(LC 9) 2 =
193(LC 8) Max
Grav 5 =
211(LC 1) 2 =
317(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 3-
4=-103/272, 4-5=-133/274 BOT
CHORD 2-
12=-272/103, 12-13=-272/103, 5-
13=-272/103 NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Comer(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 5-
10-4 zone; porch left and right exposed;C-C for members
and forces 8 MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60 2)
Provide adequate drainage to prevent water ponding. 3)
All plates are MT20 plates unless otherwise indicated. 4)
Plates checked for a plus or minus 0 degree rotation about
its center. Jx —
3x4 =
3x8 MT20HSII 500
MT20HSII CSI.
DEFL. in loc) I/deft Ud TC
1.00 Vert(LL) 0.09 5-10 789 240 BC
0.46 Vert(CT) 0.08 5-10 908 180 WB
0.00 Horz(CT) -0.00 2 n/a n/a Matrix -
MR 5)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
6) '
This truss has been designed for a live load of 20.
0psf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-" 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 Qt=lb) 5=156, 2=193. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
23 lb FT = 0% an•
n.nendrah.tr•IIIMn3smruuu3a0uRub U41Md[rpnenndrtdedn.ne .,7e}Qug(TIVd6le.11ln4grf Idun,Yen4ken, udn,dknudawnalol,.q Mlleluumrlo„
e114 edh trnt.4rdA 1,eLn, kvp ley.apr, Srudrytepr;mudnnna u nm,..npodnrdnwd q e:utrty.wary br o,ln'dl4 raj, Intt lgnNnMl06 rry, d.IM1I, hLwpnvapw.Iwq,rmxt,mdlF1 Anthony T. Tombo III, P.E. tdeudbfm,funlalAerhtriur.,hlardtrUen.trOm,ealrtrelef•ntr Wlnr tnMer,atri.nndtr1440tdtriedlaYaa,e/,dlFl i4 atn,ddtr[Malin nne ledtrIns—d"W4 nigd e.inhIanYnar" Islia rtqu%Us! d z80083 trwar4s4sudend,wtiidµ.
0 rte.san„nw.rlrodtr ,afn,dtr4ag4y.mfadlm... ru4lhlndsul,.4451St. Lucie Blvd. n e.ldaelileftaad geel a. mryal.
0 nd ei f4on dur[e nrhltld satear.,.In„57eRa fe e.dn pdfer Nafla l4rnnnldaal4RII Fort Pierce, FL 34946 eppitMO7011A4loaf hessn-Amiasy1.Iambs Ill, b
1.1 hpomaednisdnoneai,usay Iva, isp,olill4driAenitrnneeptlmissiuhissAdloafLases-AalieayLlentoIII, L1.
Job Truss Truss Type Dty Ply RYAN HOMES / SEAGATE v4
WRCSG4D9 HJ3 Diagonal Hip Girder 1 1
A0182861
Job Reference (optional)
Al Roof Trusses, Fart Pierce, FL 34946. design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Dec 11 l li35:41 2017 Pagel
I0:agpjYE3xuPBoBiIH6PrSYazz2of-FCZFykzDdKVwMrzWmugF3jpcCl l SRR?h5giKttyA3UW
1-5-0 4-2-3
1-5-0 4-2 3 —
2x4 =
0-5-11 3-8-8 1-
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.01 4-8 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.01 5 999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 15 lb FT = 0%
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
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 = 73/Mechanlcal
2 = 262/0-5-12 (min. 0-1-8)
4 = 8/Mechanical
Max Horz
2 = 88(LC 4)
Max Uplift
3 = 58(LC 8)
2 = 214(LC 4)
4 = 25(LC 5)
Max Grav
3 = 73(LC 1)
2 = 262(LC 1)
4 = 46(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
porch left exposed; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" 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) 3, 4 except (jt=lb) 2=214.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 62
lb down and 52 lb up at 1-4-9, and 62 lb down and 52
lb up at 1-4-9 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 9=71(F=36, B=36)
eq•nwn.le.re.b.d'111srnlsml•uu(nm:wnuulroealrcnmlo farruu¢ntrutrrd lwlrull w endRdun.ml n,mr e.,lrradrlrrn l hal(.h(.e.ewaw.,ne u+n,en.ma r mm, y
mlbsesen eti, seflrmekhe gD MNd U.1-Dedp lees ore, sMamlEnw,;mwwnmupn.b mji-xne+nmed rgHrlgn+e.vlWrd ln*aa,gr un,M.Henn. Me" re MI. nines es.*mAnthony T. Tombo ill, P.E. dn,
dan1.,'vmrl ley1,dinrw kW!d40.en.oeD.wr,t AevNep vhMWgOnipeSetriwnndWDYWR.'dMbdl'Ign4edlFl Ihgpnddw101eeeeqbdenedmlm,eeddgW4mrgr.b,h or 1Yngwlhneiul dlllyd a80083 h
l,r'ly Dngn d (eerar. ell ores rd o a be ND ed ra peon, ns redo., d N heYq (ryorm Sdrlr eQe mor (i01J pm,w h fll eee II(A en du and fa pnd pj ml Lrs L n,pnbeen.eeeen e' 4 bm hvpr, tin, hsp Fe v of fMt rMrtrv, aen Avdu
ldnw lr e(e ia eped nrrrrmglr dl pan .ehri lh N. hppfwu 1, e01 no lilq hsgr,n hn, srns hp. e.1 odlg W feaM :snnlehd boll 4451
er
Lucie
Blvd. For(
Pierce, FL 34946 I
Gppipb1
0 2016 A 111411 lmses • Aesboq 1. lembe U01. tepreleaial of dis I mmem, in al form, is problbild rilkerl rise vdirn permission hem A-1 IM Tresses - Aolhoar 1. lido III, P.I.
Job Truss Truss Type QN Ply RYAN HOMES / SEAGATE V4
A0182862
WRCSG4D,g HJ6 Diagonal Hip Girder 2 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Dec 11 11:35:42 2017 Page 1
ID.UumEBPzQXokuwJ2P5W?E2TyuPl h-j07eA4zrOedn_?YjKbLUcxLiiBEeAslrJKSuQYyA3UV
1-5-0 4-10-11 8-5-1
1-5-0 4-10-11 3-6-7
Drd Load efl. = 1/8 in
c
N
N
N
4x4 =
8-5-1
8-5-1
3x4 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deb Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.16 6-9 616 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.29 6-9 349 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 34 lb FT = 0%
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 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 9-0-13 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 = 123/Mechanical
2 = 397/0-10-15 min. 0-1-8)
6 = 333/Mechanical
Max Horz
2 = 149(LC 4)
Max Uplift
4 = 98(LC 4)
2 = 270(LC 4)
6 = 190(LC 8)
Max Grav
4 = 123(LC 1)
2 = 397(LC 1)
6 = 333(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-10=-569/299, 3-10=-518/307
BOT CHORD
2-12=-381 /541, 12-13=-381 /541,
13-14=-381/541, 6-14=-381/541
WEBS
3-6=-580/409
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss is not designed to support a ceiling and is
not intended for use where aesthetics are a
consideration.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) - This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M 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) 4 except Qt=lb) 2=270, 6=190.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 38
lb down and 47 lb up at 4-2-8, 41 lb down and 47 lb
up at 4-2-8, and 68 lb down and 97 lb up at 7-0-7,
and 71 lb down and 98 lb up at 7-0-7 on top chord,
and 16 lb down and 52 lb up at 1-4-9, 16 lb down and
52 lb up at 1-4-9, 10 lb down and 14 lb up at 4-2-8,
13 lb down and 49 lb up at 4-2-8, and 32 lb down at
7-0-7, and 36 lb down and 85 lb up at 7-0-7 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, 5-7=-20
Concentrated Loads (lb)
Vert: 11=-84(F=44, B=-40) 12=71(F=36, B=36)
13=-17(F=-9, B=-9) 14=-68(F=-36, B=-32)
rhq.l— 139 nrtsarsnsnry rtrus rtuls IM11 US1011 Vm;l(UCVOWFr ha Tail hYp Nndmdroluln.Mlint rn}b"(wd Y hY111Kh411.1bitnn Slownt adma .n'dW. *Iww? YthlurmnlaitmY hb
r.dd 11,1.,kgrlgrllr r or.Abpvl'mrug101 tp dnom. t¢mr rdotpOtdrdr P.Inntp,Ndg M V.lnp d.r wo rnu ltrmd. ar l00all, wM na drum or mor hdqummn—" Anthony T. Tombo III, P E I i ydlxO.nhO.Tit,.svdgfrorhJlgkaprr,.
orc,mndh,ll(,NComl.dlrLgidrdlRl.Thgpuldnr110dr!Oddnrdm(n1t..7dglx7fSgtq,,hthMdqtngr rY."irhAd+(d 280083 h t".1 hip. d(a+xM.l-
nts'st'so 11-] so "a lk TODdr. lrm,.d pldntd.r hum(rgrtn sday tb.m.(01)*tlal 4 IN d Stilt tdunl'h. pid pilau MlYin inntpWurt rdimn d 6 lint kupr. lint ky, l•pr adlnv.., W., 4451 St. Lucie Blvd. in nndddi.1n1.For(
Pierce. FL 349a6 lbd-
An uTL1dx6.11l,r.1.teptdmia.dAitireonem,
io.glertiiiptol3dd illende+nslnpermi(six6mA-Ilodlnun-ArArer(.bokolll,l.(.
Job Truss Truss Type City Ply RYAN HOMES / SEAGATE V4
WRCSG4D9 HP Diagonal Hip Girder 2 1
A0182863
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Dec 11 11 35:43 2017 Page
ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-BbhONQ_T8ylec96vtJsj98uwsYeZvF7_Y_BRyyA3UU
1-5-0 5-2-9 9-10-1
1-5-0 5.2-9 4-7-8
2x4 = 1.5x4 II 5
3x4 =
5.2-9 4-7-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.09 6-7 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.08 6-7 999 180
BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 41 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-11-13 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 6-7-9 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed dunng truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 = 137/Mechanical
2 = 474/0-10-15 (min. 0-1-8)
5 = 356/Mechanical
Max Horz
2 = 169(LC 4)
Max Uplift
4 = 101(LC 4)
2 = 356(LC 4)
5 = 297(LC 4)
Max Grav
4 = 137(LC 1)
2 = 474(LC 1)
5 = 356(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-11=-934/621, 3-11=-868/629
BOT CHORD
2-13=-700/867, 13-14=-700/867,
7-14=-700/867, 7-15=-700/867,
6-15=-700/867
WEBS
3-7=-183/275, 3-6=-923/744
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);
porch left and right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 4=101, 2=356, 5=297.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 41
lb down and 47 lb up at 4-2-8, 41 lb down and 47 lb
up at 4-2-8, and 71 lb down and 98 lb up at 7-0-7,
and 71 Ib down and 98 lb up at 7-0-7 on top chord,
and 62 Ib down and 52 lb up at 1-4-9, 62 lb down and
52 lb up at 1-4-9, 17 lb down and 49 lb up at 4-2-8,
17 lb down and 49 lb up at 4-2-8, and 40 lb down and
85 lb up at 7-0-7, and 40 lb down and 85 lb up at
7-0-7 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-60, 5-8=-20
Concentrated Loads (lb)
Vert: 12=-83(F=-42, B=-42) 13=71(F=36, B=36)
14=-17(F=-9, B=-9) 15=-71(F=-36, B=-36)
r..eq.n„ullm.gllrrn.WAIIMTIMru n CEIR11. tibu A Wmcis WOKCtOrr; Lluclu"Ir his, T,,tr 64 p—vmdrdornr.rest—aspauryJI'MWrrL1wr11rYRll.hhrnrSWW—r 0,.y
tulh uo.mirrft shah.:.lhdiw ok'&I Anthony T. Tombo 111, P.E.
d.udLitmrA+yWL.{h6iup.1lWdheanrt.MO.+rirrx•¢MrxfrorWlnrpup.•.vhreinAarl4VSWOrhdlr,Y drWIFI 1.pndraM1101d Ydln.dr.ImtdM ls(iyvi.rr.bmArlr.Wkn+aJfllrlrrv{roMr0 a80083
rt. h.yay kWW Ew". N etafm M e se mh W to V w,rV ptlon hh•emr. nedIh"femam Srim(KSOPUsedh in me SIU mrfrn.e•F-alPAW. MI Ybtpet rlr. neoW MM V 1,1w0...yr.1— kup(qu. rN imt rwu ldud
lr. (.xaagdep.tarmq It rn pnn iwd.N ih lnv t.set[ymrtleCld{i tar hupr,nimsl(oa E.ywvfor Mir, NwtJml R:n rr a/reaN bll{I 4451 Lucie
Blvd. Fort Pierce,
FL 34946 rP1TipMO7hl{Ad
ialImttet Aehoty I. ImAe III,1.1. lepnleaic. of this domeent,ie ny luo, is pidiluel ritheel the+riaee permissin hen bI Icol hesses• Asiheoy I Leto III, r.I.
Job Truss Truss Type Oty Ply HOMES /SEAGATE
v4WRCSG4D9J3Jack -Open 21AO182864CANReference (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. Mon Dec 11 11:35:44 2017 Page 1
ID:UumEBPzOXokuwJ2P5W?E2TyuP1 h-fnEOam?5vFIVDlh5RONyhMRBgy2Feok8nex_URyA3UT
1-0-0 3-0-0
1-0 0 3-0-0
3x4 =
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deb Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 4-7 999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 4-7 999 180
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 -MP Weight: 11 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SIR No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 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 = 71/Mechanical
2 = 188/0-8-0 (min.0-1-8)
4 = 37/Mechanical
Max Horz
2 = 75(LC 12)
Max Uplift
3 = 49(LC 12)
2 = 119(LC 8)
4 = 36(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=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Comer(3) -1-M to 2-0-0, Exterior(2) 2-0-0 to
2-11-4 zone; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" 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) 3, 4 except Ot=lb) 2=119.
LOAD CASE(S)
Standard
mdg mnrn.ndy,h. r eitwrnnsafs[wrtartuna[srt0ea M(1111011[cm;t(ncrawisrkwlney6JrNndmdrnlmin M1ttins MrpYugIN, dhedlyl.links RILhhrtarSkmWins ne e+nren.r.wdnalor..y nta.enter,,uartutmrt»hhrddhetnsteapt¢
rap..spa(t.wnuwnglotrgmno v dnpdndwnFwarmr•wegMnen*drrgt(n:ratmtom(rotd(.r.r}(lrewpnugew(rque uadu Anthony T. Tombo 111, P.E. I Inedblmebgl.4nth4rty rMlndnPrur.
MOmrooavdrpn6NW hvpr,.y tndorRl,WC IhbdlrYgWtdfM1( ingp dddMinil ! L.ndAmT., WqW4mnp.YrhM yh, grHl orny vllnd a 80083 ottwgn,g nd(eema.
tu nraen.dmod pmr.t*udm,dmo-aq(.petdsdmm m.(tagtdasWegrndsusntrd ewrp idp.time.l yrs t tnynwtntrutw,dulinenur..finsDelp,f.n.arMrv,..tr,.,r 4451St. Lucie Blvd. dr'la ldud lia Gtedq
Iq.rl0g tr dl Finn indnL lW in. tot Y t"39 Wsgr, a limn s(ma F tn d q on" in wtlud trn at n taut h RN Fort Pierce. FL 34946 eppillo 0701d Abellnstes Aatloq l.
lacba111.1.1. Ittpubdiaadthis dem,oeal, is all fares, is prol3hd ritletl litrnttes pemissieoben Ad heilasses-An6enyt. boloill, P.I.
Job Truss Truss Type City Ply RYAN HOMES / SEAGATE V4
WRCSG4D9 J6 Jack -Open 5 1
A0182865
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. Mon Dec 11 11(35:44 2017 Paged 1
ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-fnEOam?5vFIVDlh5RONyhMR2Xyzleok8nex_t1RyA3UT
1-M 6-)-0
6.0-0 1
2x4 =
6-0-0
Dead Load Den. = 1/16 in
Plate Offsets (X,Y)— 2:0-1-2,0-041
LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.11 4-7 653 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.13 4-7 559 180
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 -MP Weight: 20 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
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 = 155/Mechanical
2 = 303/0-8-0 (min. 0-1-8)
4 = 78/Mechanical
Max Horz
2 = 135(LC 12)
Max Uplift
3 = 110(LC 12)
2 = 90(LC 12)
Max Grav
3 = 155(LC 1)
2 = 303(LC 1)
4 = 109(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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to
5-11-4 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" 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) 2 except Qt=lb) 3=110.
LOAD CASE(S)
Standard
ndq-hers Arso.rrn.tt.'A I na IU1s6 rumnanuIrRAS A ferdrhdppmm!.drd mes. It, lmr hip h1.rg1ft0!d!reA.tl trh4rl ddnn AMMrsnl binsdkm dddnsrlhl,.d
mhYroemreritsNlnrsdlubf7hhkdd hrhnrhup19-01.Will1r"'S.endreirnomptsm.mpudriephutieslul agrntrNa fW0.I.vdmremhnsdreotdr.MfODwlt,nol.MI eds pnUaplu h11g11wwLt.miln Anthony T. Tombo 111, P.E. ZtrdnedhahmshrnrinlhgntkinpvkfmdwQmi'lle ri sedkvd rpin b ham Dupr,ntrnWn dirt llt44 dde W Wgde d lFl lh prndddi00daYetlnrdmfmi airCglref; aigl. hurAor dknq srdlk or nyrWtttd =80083 of
hrFq hrp dfan.rr m.srwln adl ippddrtlmnsad pdemisdm hdlq(grm sdtlr Flnm.It611pYnkehllld4nl merlhrN h pndpdu RFlmYrr lrrrspsdfan WYlndlrhmsh Iimrin rllrns daMr. u..hst p'' p'O 4451 er
Lucie
Blvd. rlu.
lu Mnd 111[aY.t rlltl ap n.rmghdl pn lndrri Nhnv hup [apenh 101YId lg hvp,nL :s siee+ER.radq Mlg Ifl uddzd h•nnn Mad.Irll Fort Pierce, FL 34946 bptTilhi0tll6AdAdGusses
AmkagLbmhr111,r.I, teprod+dionofikisdommem,inall firm, isprolihiledeirheotihe.rine+termissie hem A-Iled hisses -Aerhoar1.lamtoIII, l.l.
Job Truss Truss Type Qty HOMES / SEAGATE v4
A0182866
WRCSG4D9 J7 Jack -Open 12 Fy 1
RYAN
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. Mon Dec 11 11:35:45 2017 Page 1
ID: UumEBPzQXokuwJ2P5W?E2TyuP 1 h-7zomo60igZ?MrSGH?kuBEZz9mMHzNF_HOIgY1 tyA3US
1 0 0 7-0-0
1-0-0 7-0-0
3x4 =
7-0-0
Dead Load Dell. = 1/8 in
LOADING(psf) SPACING- 2-M CSI, DEFL. in floc) Well LJd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.18 4-7 462 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) 0.24 4-7 349 180
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 Matnx-MP Weight: 23 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 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 = 183/Mechanical
2 = 342/0-8-0 (min.0-1-8)
4 = 91/Mechanical
Max Horz
2 = 156(LC 12)
Max Uplift
3 = 129(LC 12)
2 = 99(LC 12)
Max Grav
3 = 183(LC 1)
2 = 342(LC 1)
4 = 128(LC 3)
FORCES. (lb)
Max. Comp /Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Enc1., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) -1-0-0 to 2-M, Interior(1) 2-0-0 to
6-11-4 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" 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) 2 except at --lb) 3=129.
LOAD CASE(S)
Standard
y MuNpYi rwh.hYl I= nyffir anal-UrEwlIrM4lLrrhmsisow—, mudw"GtY hO sej ruhlr
emrl'd„tilYeulhhlAD k W h,lrn,AISQ,I,/.I,,SII.m1l,p,r Oru nolfeDl4ae.,.II a hp1„W Iq.„vpny u111ryAihln}ihuyr4n,tryfilnhIDD h,,W.IN1 IYWp6ir,n.1 equmo tum" I
AnthonyT.
Tombo 111, P.E. n1aAb,
Im,heryWtepMhn,1,iWlhO.en.h0.ai,nr vNn fahldlnGeupr,.hrwptl hnLSrC IO,Iw11.1>tinlr illll ll,r,N/hlGOdm ellnrdhlmt.i3O bliy,ai 6mMEin IYn{,M OrnquYlUd a80083 hru.
rn,Qndtwm..to a,w.+.hmodh n,.lydr.nampa yt r.mtegm.m. rwodglnwvumrd,ad%F.Wpaa. 4451St. Lucie Blvd. drr.w
wr ll e t x.a q,d ..me y a r.:n 1 4ra the 1n„ hoplop. ¢I h rrig k4ots.I..- S" t a nr rtq In gd,d erns n rr d ml. Fort Pierce, FL 34946 oppqA101616AIled better • Wool,
l.led* [I),p.1. fepnlraics81 Air duntal, is all INC, it proltiliatil eifice the witice permissive hem A -I lost livises - Arrhosy T. logo III, P.L.
Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4
WRCSG4D9 J7P Jack -Open 2 1 A0182867
Job Reference (optional)
n r nwr r ruaaea, rent rrer ex, rr- .>v*qo, uesign(,cua rrruss.com Run: 8.i2u s Nov 12 201 r Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Dec 11 1 35.46 2017 Page 1
ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-cAM8?Sl MRt7DTcrUZRQQmnWOCmbr6gHREyQ5'1JyA3UR
1-0-0 4-0-6 7-0-0
1 0 0 4-0-6 2-11-10
Dead Load Dell. = 1/16 in
4x4 = 3x4 =
LOADING (psf) SPACING- 2-M CS1. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.26 6-9 317 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.22 6-9 375 180
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 28 lb FT = 0%
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 6-0-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 5-1-7 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, to
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 = 61/Mechanical
2 = 342/0-8-0 (min.0-1-8)
5 = 212/Mechanical
Max Horz
2 = 156(LC 12)
Max Uplift
4 = 56(LC 12)
2 = 198(LC 8)
5 = 163(LC 9)
Max Grav
4 = 61(LC 1)
2 = 342(LC 1)
5 = 212(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-10=-310/325, 10-11=-286/329,
3-11=-251/336
BOT CHORD
2-0=-550/280
WEBS
3-6=-323/635
NOTES-
1) Wind: ASCE 7-10; VuIt=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) -1-0-0 to 2-", Interior(1) 2-0-0 to
6-11-4 zone; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 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) 4 except Qt=lb) 2=198, 5=163.
LOAD CASE(S)
Standard
r1(OrCltltll(1119Rj 61:1",1((rCaltKa(Rtrr. lent Rsgpndmdrd rdn nrhnsRy Rn ItIQdsY 1A rl t le4ft. "ww%Mk% nr dn!rtrr.iv dder.M161, sy
s11h1roroitYfrsMhndhhllD.MnW Is, tins les4(rp.p!,1h m([ep s;mud r r(N.(rEech wNOW first trbrdr I rrprebf.y Wdry I'Mdn{edars pri.0 0Mco rkr tlttr!h, W. Mi. 1 rwpmrgar lownsp rows. uaeltry Anthony T. Tornbo 111, P E. IInrdintrn!h!yl 4ylnfmr!ddnd4Arn.40r irEo6mntde>:f.rYl IO gvp!r,YndrndsaQl,WRtdhbdl Ygrdrd(FI l!r(r!uldo!fWdo.hellnrdWtme.idyl fi}wr!,nhM dk!utsY YYm(" W a
80083 rYI.Ia1 Orspu d frx:rgi. li n sn!n. d IAD r rSr pmrr N NVols d M 4dR!t (rysrra Sd!q l>S rra [<61J rWJd h RI d Sttl ar rdnu/ h tr rd Ala.. fit 5 t 4 rrstr drmr r rnn d4 has huio, tins RrQ [qr. i tins 4N!Enu, aksr ne.
uedndl(e(!rue edq!!o.myltat n dra mt.0Drop l4!mhlei e!r.x.t6ny.,nlm!stm.(Tursenq y mmsiad.!!n(cwbmL 4451 St. Lucie Blvd. 1ptiipit01616AIloci hosses•AmiaoyI.
Tomb@ III, p.l.trprododiouhAir dom errs,ioulIwo, ispraiiiitdaitie.ttit writteopermissioobe. Adtooflr.sses-Awlsoatl.Incite, 1ILL1. Fort Pierce, FL 34946
Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4
A0182868
WFCSG4DB VM2 Valley 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Dec 11 11:35:46 2017 Page 1
I D: UumEB PzQXokuwJ2P5W?E2TyuP 1 h-cAM87S 1 MRt7DTcrUZRQQmnWXEmm?6iE REyQSZJyA3U R
2-0-0
2-M
LOADING(psf) SPACING- 2-M CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.03
TCDL 10.0 Lumber DOL 1.25 BC 0.02
BCLL 0.0 Rep Stress Incr YES WB 0.00
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 2-0-0 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
1 = 50/2-0-0 (min.0-1-8)
2 = 37/2-0-0 (min.0-1-8)
3 = 12/2-0-0 (min.0-1-8)
Max Horz
1 = 26(LC 12)
Max Uplift
1 = 12(LC 12)
2 = 29(LC 12)
Max Grav
1 = 50(LC 1)
2 = 37(LC 1)
3 = 25(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-M wide will fit between the
bottom chord and any other members.
2x4
5.00 12
DEFL. in (loc) I/de0 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
Weight: 5 lb FT = 0%
6) 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.
7) 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
t0.
4•n,w0."*1-.d'ulw9TOWrWInrtuulTroet MOTORS RMSrtkMr)uo3nrad<1rIv. r.r.wlo,rrrr m,Imra,yo-..y ra Llw or[Idum*ur.weavdrawmar wPLmh, wrN—
dmr-ll--rwb-Im.s.ndA 1,.i-ab}p..A-o It•1d.ud wtrcfonu.cn>udS-I-Mr.,nr+wrrydr.un aNcr.rle.n,d inI hh nv.Y YM1IuW I din Anthony T. Tombo 111, P.E. rmdas,
h.,higbwgIlanywslAqdO.Om'rO.r'Iwoerd .,Nro.4Y htQr..b'M.mlitas¢lr4hid OEour aIM.hgmddrlYrgWnid M.d.iyrrld..p,.ar.rtgmarnr.agN :80083 e-bdfgkyn rl-r.r L.r
id w.4iNrYr.nndp Iwd61d/glgw+4dd. YYec '.t iQrY,Y14111 rS1(In idr iNY1 nd piu nFi rlw dn:rmun.rw dnu.uby., h.0 hux ry artm r.d e..,.4u 4451 St. Lucie Blvd. An•G M4Ny-fdstgd w.•-1Y I.
Qph-IMN hhnf hs*f7.-nbIIIMIry h.p.wi-n1f.IM [4--e dw}W.1. 1/u.YUN trnnn4M.1111. FOIL Pierce, FL 34946 Fr-ipMUtIIAA-Ihdhnul Actbryl.lemA.liLL1. I.
F-d.niu.lfAmm isd..I,iugl.tm,isplAJitdo'diraltic-IM"Fames-..h.mAlt..11nanh .A...yl.Tomball],1.1.
Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4
WRCSG4D9 VM4 Valley 1 1 A0182869
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946. design@artruss.com
g
2x4 i
Run: m izu s Nov 1z zul r Pnnt: tt.1Zu S NOV 1Z ZUl / MI IeK mOUstnes, Inc. Mon Dec 11 11f35:47 2017 Pag@ 1
I D:agpjYE3xuP8oBil H6PrSYazz2of-4MwXDo l_CAF34mQg68xfJ_3fL96Ur9UaTc9f5AyA3UQ
4-0-0
4-0-0
1.5x4 II
3x6 11
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 12 lb FT = 0%
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 4-0-0 Oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 88/4-0-0 (min.0-1-8)
3 = 74/4-0-0 (min. 0-1-8)
5 = 273/4-0-0 (min.0-1-8)
4 = 27/4-0-0 (min.0-1-8)
Max Horz
1 = 66(LC 12)
Max Uplift
1 = 13(LC 12)
3 = 74(LC 1)
5 = 123(LC 12)
4 = 54(LC 3)
Max Grav
1 = 88(LC 1)
3 = 58(LC 12)
5 = 273(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-217/579
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 Comer(3) zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Bearing at joint(s) 3 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verity capacity of bearing surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 3, 4 except at --lb) 5=123.
LOAD CASE(S)
Standard
Yoq Mu4rwdlrwN.4'Il ICUI IIOSS(STStlltrl ptWtlNot(01DIIpeS(OSiCY ('M(fj t([t0/t[DHlrtr 4e Phil ptq ryenwf elyd Wtt.411rn143q tro-v{jl0Clw4tdhll.Irek lLOF.IdewtlJrn Mer nt Wt10e.. V&i r kr nt W!
Wld ueedr llmr dJ k.u1k 4103uhriltrrlrnrA lyeenpr-Srreu'ifel4rwr.q@]nFrun arrkw d4 rrrkued gernq nyrr07nk MYdl.dw dqh MrlylaDew MICi W., dnIM1I. Ik 4rrp nvgya, t4 ar w,leeYrt Anthony T. Torllbo III, D.E. W. d4r lwr 4gAWln4nywd1q den 0m440-'r eWad qwe M LA* Im.. M IMAI MIFL40,(r4 kd hWq MwIN 14 grnrd 4lpl ee eq lrtl nrdM lnx, edeq Mel trr[r.nWtra ralkq tldlN4rty ejLA1* n4efg0,.
pW(MM temrwwerwINW&Mnmrdl.6Wd41c 8lfeepwlMrtlesaXA*0dlllAedWIn &m,41.{ewdldeer rM1lMar4nu+Atdnwhwd4lrnrdup,LwDnpheewdfmrYedrCee,.kn = 80083 4451 St.
Lucre
Blvd. ree•Fx k4rlhr(dq dal qe •.r hgreen whd Ik Lnr ksl Fgwrng141eW14e a.irnr4;dn fyw doh dlg4Ud krnnnlded•011 Fort Pierce, FL
34946 GpilipM01p16Llddhnut ttlleeyLleeJe l,
lE. tepmbniudwsleaertel,ieeltoo, hpmkikilde8keelEke nrtlnpaniuieehow 4d4ollrnurAtlhgl.lotke(11,f.E.
Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4
A0182870
WRCS1Q4D9 VM6 Valley 1 1
Job Reference (optional)
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. Mon Dec 11 11:35:48 2017 Page 1
I D:agpjYE3xuP8oBil H6PrSYazz2of-YYUvQ82czU NYAw?sgsSusCbfoZNdabkjiGvCdCyA3U P
6-0-0 ,
6-0-0
1.5x4 II
2
3
2x4 1.5x4 II
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 20 lb FT = 0%
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 2-2-0 oc
puriins, 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 uide.
REACTIONS. (lb/size)
1 = 204/6-" (min.0-1-8)
3 = 204/6-" (min.0-1-8)
Max Horz
1 = 103(LC 12)
Max Uplift
1 = 51(LC 12)
3 = 94(LC 12)
Max Grav
1 = 204(LC 1)
3 = 204(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-162/333
NOTES-
1) Wind: ASCE 7-10; VuIt=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Comer(3) 0-9-1 to 3-9-1, Exterior(2) 3-9-1 to
5-10-4 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to beanng plate capable of withstanding 100 lb uplift at
joint(s) 1, 3.
LOAD CASE(S)
Standard
m.nm.o..din.trul4lnnusf(1(tuulPwrc6,umn(MCI I'MrIjIiuUMANrl..r.rra,pI lb Utr1krim—WuonmrudrMllksh,
WldordiY, ad h.w In tr Ina It a h.lm,ln}hrnpr-l d G¢)4 mlrglinnuefmcgrfu tr Alnttr/rpnlmlmilA Yi rmNinmN YEN 1.,Y,dmYI'J.I., dnlhl, hhsip—afatl lrti uEfrti trlin Anthony T. Tombo 111, P.E. t 80083
dge nlTilrun,6n*t nl,nttrl.ugh,.,.nn,s.m.ter.a.lw4uvauwmm.,.,.,ri..tlrl. 4515t
Lu3lvd. Anal. adhnr,.
rydpate—nd Fort Pierce, FFL L 34946 6ppio6169t016A-1 tool
h.ises Ae16.q LIea6. iIL 1.L Iryfo rd.n. all llis der.mral, in ay form, isp,o6i6ild n 6ael the r0e. pemswm Its. A l lal banes A.lharl.lmh .111,r.1.
JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTL01
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
0
ttach Corner Jack's
r/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
i..,,•n.0 lrr*IIrt..•b'f[17'7[II/r[,q(YI(Iln 0lil11 filYll(Cip7L15 (1:f0.1RfI l;uOc;IK.I}p W. fahktpr. ndid. —Us., elm" l fl bi.artke b..ry r rn rn.,,. rw.brll. rf
ufelura ,tlisn.fihr Ys// ttrl:ru rur tgrsb r.4 W MMw+h[,rrr„m.rt:,rn b entr..r.•grty.>tuc,rrryr rt:rr,.ur,ae.r e r,..d nu. nrvrm.pe r+q ue.twwn
rruolr,itn,rn 11 y i. loml Ill, P.E. ri'l YrrlryNlq YrrD+e.bO.r,i.e.nl gr.MNegrusn.s Ntskn b Y.,baldb`ilf.lbgtrYdlM.[Y OIs.d.bUde; MYaf Ylmi CrbllaVgtYQ,.R7YdYuy tYYYbirtrredll stifw83
b f/I kcp.dl}e.i Aims temew mod" 01%ls "' MlntM11 ri4 fegMlM Wtp.(if fkWr11r 1lldy(e nrEfr,ssr Pee pdeb [M1I6!if4rt rriktr,dWr}/b lfnr leq.., iro 7m}ltpm dAnlYepan sY51 A451 St lucle Blvd. rtr-rm hr+l l.r(rn bra gw.nygifnn ednl In r.n I'm 1q.n n Cl brigr, ...[m,f Vvoiq n/n Mq ggdiz:Irnnned.r. (IfI
Fat Pierce.
cl Blvd.
OrytiehONlIAdledhnurlf3e.l1.hci*19,11. bprdeoiso41Woiw.eu,iYa,fora hrYkiii,d.nite( rig wines Ind,wfbee A-1WIote}•4cileY,1.I 1U.M.
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
I' - 3' MAX.
DIAG. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS.
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES e
24' O.C.
2X6 DIAGONAL BRACE SPACED 4B'
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.
END WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
VERTICALNAILINGSCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-9B, 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' Or.(2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUS!
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE I 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
S ARE NOT ADDRESSED HERE. /
STANDARD GABLE /
TRUSS /
UKAL
TRUSS
Ti R1
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.
STANDARD PIGGYBACK TRUSS
DULY 17, 2017 STDTL04
CONNECTION DETAIL
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.0 OR LESS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP 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.
ne,n.rs/,rtw.b'u1 llaus w¢r}onulm srroronnHtKwr(trtriuoarirmrra r r4.on. r,rrl .r ua,trr.ItMwibls i.Mf.1t WmIlknM4r.v.6,ndnuur/.bIID..1
biJ,.Wb 001/dh"abbrp.11 nil 11,IM,trM(atre(i 1-1N7[II jrr+,,,}bNiw IAIN r,,N rter,/bF/IWr/,y,wqu'r.ulApYb Y./bu{,b,gtrpd.bmM,,.tr, ml 14try,l,ykf1(iu(tr1[a, u,a//ll
wp ,
u/enfmlWn.IJk,ubinHW!!i/rOnn,bOm1,.Wq,/.hWYy01c,.bodndb0(,bQ(.IM a11.J7 uhHfM1LO,,//bllEd.INiNI6lnnaAlyhCglryL.tdlo lYoyadlhbi,VrtkY1/
Anthony ll,D.E.
trp.mtma.. 01w me W. elq.1,/w.b eLtldrtr(l.1.1/Q ren,1(V}r/.0d 4 IM1. W N.m*mmM lo.i rim IN r6r11r n•.r1rL n.1 641/b l.ntr
j 8 83
c..n,W-weyllraT/ar.ngll l.a,mhdA6.utrpte^.nr:ibl.Y Apr,.1m1
p.,Fmtrallfp,nmMtOedsv..I,n 44515t Luck Blvd. ga.t.r./e> tr/Aq n pA era,.enw.e.ml Fort Pletce, FL 34946
ryylit;10191YAIWILnuf lu3atLfubl4t.1. fepoldASI n/m.rnaatMa,opr6lmti.datiOrwmniucilirbmA•]ledhews.Ad.ryl.lwtsIII,fi
JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05
er_
A-1 ROOF TRUSSES
44°4 cr 1 urlc 01 vn
FOF
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6' O.C.
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS45 (1/4- X 4.5-) WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3' X 0.131' = 10d
2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL'A'.
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48.O.C.
E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98. ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24.O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
n.a n.,,mr.yy....b•rauofn sstti l[r amuflFrsuoanr,cusn.ftrae,cwe:eauerr. e.yr.,rr..m,.b,u,,,k,4r..yl rrrf.,.11 l.rirtu:•,.rlrnee.0 r,,..Nucce.bno,.w
fL d,latle.,,rtr mebbttowr nll netaftFngfgr. (., ir lyw.Abe.rJ..!IFOe¢!u/1.tl,.r.r hIW.d FPnign:rJ4rib4y1rllrf.eLn{irF.M.M1Y.if,eY lM1l, fL pV'n,sef..i Mdl debl,,.rtr1 Anthony T. Tombo ill, P.E.
I dagas Tmb rt,Wwhbrrym+r.0"wamye.btnkyk9r...mmWdbm.bedbhWWhg1wrrnf80083 klanksmdGeu no"
saw.kfAdb'/3ndrkWnibbon U.P wsdrfM1don kmp.AlWsdesesiblm,kgef.4ns"tgondinsbshfrn,.lr,s 4451 St. Lucie Blvd. s.•.eh.ld,dgedq..n[
ghdr.Moi.d Ikt.,,Mql,pennellkt.M k.a..Fnsfy,a.tymnMeq+t FnrNil.^.1fn,.,mkif.mt Fat Pierce, FL 34946 Gppitlrm}016AIfodlmsn Am6oTl.lee6eol,li.
Fe/ndeoiuef6isdufinem,inmykm,6vskifiled.kbalthesi,nnpemninhim AlRoof hesses-AadoryLbod.III, l.l.
JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL I STDTL06
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3' X 0.131' = 10d
2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24- O.0 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.
A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01.
4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
FORT PIERCE, FL 34946 TRUSS, OR GIRDER
772-409-1010 TRUSS
SECURI
W/(
VALLEY TRUSS —v II II II II II BASE
TRi SSES
TYPICAL)
NO SHEATHING) N.T.S.
GABLE END, COMMON
TRUSS, OR GIRDER
P F-1 2 VALLEY TRUSS TRUSS
TYPICAL)
SEE DETAIL'A'
BELOW (TYP.)
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS #2
MAX TOP CHORD TOTAL LOAD = 50 PSF
SYP TO THE ROOF W/ TWO USP MAX SPACING = 24' O.C. (BASE AND VALLEY)
WS3 (1/4- X 3-) WOOD SCREWS
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
INTO EACH BASE TRUSS
n• .,YnOCT it14mTmtte'}almTills e(o.mr.stesta (-%rrlu00vr"erti T h4gr•n.v,r,drnwr,kmhr &-4jibhrwub. T,1I..rnlI Urmtk.bV1 r , biJ,w,t•
r lbl. ,fr N,NI I. •, f01•I.,w1 I,.Im. hur 6,u lr1,
INdN tyMS
M.9.. M,wrw..'p../v Fi,.w*r..1,r.uW Y 6, iq d6yL G,Y fiedw 0- A1W,". A! T.fips— n a u.
Anthony T. Tombo III, P.E. r.u r.tu„w.tt.iquyuydutara.a,,rc.w'„r.cNe vdwrko,cre.•e„ru,brut,e.rcr,ttdwu„ ,rtnt.lbonsi tetmlwmbm gwIn rwyery my,.rp•.r.c,.t,.filue,,,ur,r, a 80083 NL.II AfrorlY•
9,-l1.glfOM.YIArMl1(k,frMllWn<ril'J U•rMf tf.e)Y4,W.,uvl W,r nseruu rakn,dt,+.0 mtea.,rnu.ti+•,.rw.en i.,.eur•w•s,k.r5t+woet,m..u.wu "515t Lucie Blvd. u..,ua .eh,
t.e,r,r..wyprr.r,ennw dn.nd,*bow.•.;I,vw.twr.,.t.uqu,.t.p..r4w«, ttyru+,r.,.,.re.t.nu Fort Pierce, FL
34946 foprg1fO111 A II•
elGnu.•letkwk Llnb N, LI. iepduun•t ibis(msed is in him, op•Aftd.ak•ek tbe.,iotyerrhim kin Red h•sses-$zk,q 1. Itak• 61./.E.
JULY 17, 2017
1 1VY'%LLL_ 1 %.?L- 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 VA OUrrUR
1 IN%L 1R00000 U1Mr%-I LT UNUCR VHLLCT IRUOOC.I. MUO1 OC 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 I
TO THIS FACE UP TO ANON -BEVELEDMAXIMUM6/12 PITCH NON -BEVELED BOTTOM
CHORD BOTTOM CHORD o
CLIP
MUST BE APPLIED TO THIS
FACE WHEN PITCH EXCEEDS
6/12 (MAXIMUM 12/
12 PITCH) a.
rrtrr.rµrna.r•oftI]tJlItrtlsIZRt[ry4.rotnlwfccm.roKI nc,fnmrlunoluwlurr. Task "sonUnofferwe aToss hap b.g6MIrrrdnI hrr111FI femrshellbe.m W A.—and.Ir111,.q WWr V.
1,Yrnrlr Arftl. r.rl lrrMlburt.npr, l xA,l.y+w;d uduu,idlgrvm.argl.rl r Fblrwdepur7ny.di rh+p raa uf. hrq J arJ.r dr,.rl rra mrap nvyrr.,ua,owo,ulxain Androny T. Tombo Ill, P.E. rrnrl.nirmr.!
WlyornyrWgdk0-n.dy111#1kwin,y.,.rlEwdaot.rucetrarge.:.urrrmgmaranw+e:>,I r800S3 rwarua4orhmu urwlsaw rmratmm'srp*
lrj411*bWWWSde WruwKgptlkiNMWWJnran;erpW*pKLD1Ii .rarepzswcrwrartauMIup ,Imkupt"lnrtmi4.m.n,den 4451 St. Lucie Blvd. k+.r dylc.+ei...haser.
ra rrMltiwlell(m1r ,.4 nSnnL um yhJby f1aHSYnikmoreL ad.RF1 Fort Pierce, FL 34946
FEBRUARY 17, 2017 I STANDARD GABLE END DETAIL I STDTLO$
n,
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-009-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/IOd NAILS, 6' O.C.
V ERT
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
v
DIAGONAL BRACING icicL - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
NOTE:
1. MINIMUM GRADE OF N2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT4'-0'D.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT
THE MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) IOd NAILS THROUGH 2X4 (REFER TO SECTION A -A)
EEEDS 1/240
VERTICAL 2X6 SP OR SPF
STUDVBRACE
2 DIAGONAL
BRACE
4) - 16d
NAILS16d NAILS
SPACED 6' D.C.
2) 10d NAILS
INTO 2X62X6 SP OR
SPF #2
2X4 SP ORORLSPF HORIZONTAL
NAILED TO
ERTICALS
SECTION A -A V/(4) - 10d NAILS
PROVIDE 2X4 BLOCKING BETWEEN
THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - IDd NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) Bd NAILS MINIMUM,
PLYWOOD SHEATHING TO
2X4 STD SPF BLOCK
12' MAX.
1. GABLE STUD DEFLECTION MEETS OR EXC DIAG. BRACE
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1/3 POINTS
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE IF NEEDED
TRUSSES.
10. 10d AND 16d NAILS ARE 0.131'X31r AND 0.131'X3.S' COMMON WIRE NAILS
RESPECTIVELY.
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSO.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
2) DIAGONAL
ATBRACES
T1/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #31 STUD 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 4-0-12 6-0i-11 9-10.15
2X4SP#31STUD 24'0.C. 2-8-6 3-11-3 5-4-12 8-1-2
2X4 SP #2 12' O.C. 3.10-15 5-&l 1 6-6-11 11-8-14
2X4 SP #2 16' O.C. 3.6-11 4-9-12 6-&I l 10-8-0
2X4 SP #2 24' O.C. 1 3-14 1 3-11-3 1 6-2.9 9.3-13
DIAGONAL BRACES OVER 6' — 3' REQUIRE A 2X4 T—BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' — 6' REQUIRE 2X4 I —BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH IOd NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
SOX OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP M2.
ROOF
SHEATHING
VIMFI41
TRUSSES 0 24' O.C.
2X6 DIAGONAL BRACE
SPACED 48' O.C. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
SEE SECTION A -A)
END WALL
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
DETA
FEBRt1ARY 17, 2017 I T
WITH 2XIBRACE ONLY
IL I STDTL09
VOTES:
f-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACIN(
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% 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 2XB 10d 6' O.C.
NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
SPACING
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 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 I STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET
ALONG A FLOOR TRUSS.
C 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
772409-1010
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
INSERT 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 VEB WITH (3) - IOd SCAB WITH (3) - IOd
TO TOP CHORD NAILS (0131' X 3') NAILS (0131' X 3').
r
ATTACH TO VERTICAL
BWITH LS ) (
01313X 3 ) NAILSBLOCKING
BEHIND THE VERTICAL WEB
IS RECOMMENDED WHILE NAILING
THE STRONGBACK USE
METAL FRAMING - ATTACH TO VERTICAL ANCHOR
TO ATTACH WEB WITH (3) - IOd TO
BOTTOM CHORD NAILS (0131' X 3') ATTACH
2X4 VERTICAL TO
FACE OF TRUSS. FASTEN
TO TOP AND BOTTOM
CHORD WITH 2) -
10d NAILS (0131' X
3) IN EACH CHORD ATTACH
TO VERTICAL SCAB
WITH (3) - 10d NAILS (
0.131' X 3') TRUSS
2X6 4' - WALL STRONGBACK (
TYPICAL SPLICE) (BY OTHERS) ATTACH
TO CHORD WITH (
2) N12 X 3' WO00
SCREWS 0216'
OIA1 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 (0131' X 3) STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN
STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING
BY
OTHERS)
FEBMARY 17, 2017
A•1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772409-1010
LATERAL TOE -NAIL DETAIL
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
z 135 93.5 85.6 74.2 72.6 63.4
0J
162 108.8 99.6 86.4 84.5 73.8
pi
128 74.2 67.9 58.9 57.6 50.3
0
131 75.9 69.5 60.3 59.0 51.1Z0J
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 115:
3 (NAILS) X 845 (LB/NAIL) X 115 (DOL) = 2915 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60•
45.00'
STDTL11
THIS OETAIL 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
0°
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
l0°
FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FEBRUARY 5, 2016
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
I.0x4
TYP 2x2 NAILER ATTACHMENT I STDTLI3
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
STDTL 14
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 3011 (21-611)
2x6 #2 SP (Both Faces)
24" O.C.
SIMPSON H5
r..n•rr,y,mnr•lir:7 nC5IfIVtBr'lHmulu.lr¢W17.4f/{r0•rj grrenllwrt'r• r.h•,•r..•.rnr rr..,rmhn.4•r irq llQrrla.l, Inw rl unr.tw.r... l.l.0 rn.ir,r.rwr ry r;
WIN,rwb,Yr.lA Y.YI h wlfo.Y nY r,rhn,Mu/l7wn(.•1,r,l Ir,wjb,M•r11M,g.... .;golwp/nurl rlwnlnyruWlY wly/r u. Ln, Irr alr4fr d1,.4r f41 IA M,*nwr,r,,YY iwta•H) AnthonyT. Torrbo III. G.E. rl.u/btlm,rglil no nyai/r0..r7.,p.uMr.rMY11ry...r.e/rVl.rr(wlrfrd4/rro•w1IM11. M1rrw//6171 r1 w•Mlw/w h.n.
r Wh hq rcr• .u.nm..w r7rr m,rr+M/sl+rrl+rr.+s/.A rbrttvlwrNhthrmr..ib..Mr : E0683
r• tl, Mrlbrtrao
l„/,.Ir. RI Ye•,rn,rnYb,wl4•n/whm /nww, h.n MCr,wrrr lm, vr. w, w' n :451 $
L CIKIC Blvd. M7r. nr,lrawn,and I.4n,rylr..n10Ir WI•,r,*r,.hw,fr,•r 14rn J., l.+y lc.r•l.rrnanur•Iwl Fort
Glence, F! 34946 HI/
b I lul hart • Arhery I. b W 14. 1,l. lep•4niu d di, Awrwra r rry Iww. n prliln:l •i;l.d ae ainr• prwnw hm A I lul Lou, Asrlut I, IrwM 111.11.
EERUARY 17, 2017
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772409-1010
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 3346 5019 2829 4243 2898 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' O.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
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.
S. 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 I STDTL16 -e
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-D-10
DURATION FACTOR: 115
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM #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 SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 4D) 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
1
tr l
eD2 ri£;:5'"::n:;:rl.>::*c L.G x4w'<a;'u.*X:?lCLca;;:,`;:!nl::fb:zF laY;£A3"<8;:rw;isi,`'iQ>GY'!i..574A%>•?'Gti>3:A;;+N.d'c GI
iP
K
v
5`
F,
iia wxxxx-.z a s;c
r1i:.e:1lYi:rfir'o'fi?'r,:\'h i vG`>::
HATCH LEGEND
16" RECESS
9- 4` A.F.F.
12'-WAY F
Gravity (> 5.0000) / Uplift (> -
Horizontal (> 350#)
Note: Trusses are
designed for SHINGLE
material. Notify Truss
manufacturer it material
t
A
iM1E'.•D
1,or+0 IIIE90*31T
I ;l v0
ROOF
tOr•
y1y. ••JQT HIP UNE 139.
Mwruh t VAUEY UNE 25.
S67!AL ::
3aaCA1210000WmCC12a2arl••. -
NUI t: ALL MUDS I WALL"' UH IHUJJ IU
LEDGER CONNECTIONS BY BUILDER e a
r (UNLESS NOTED OTHERWISE)
NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE) -
NOTE THIS TRUSS PLACEMENT DIAGRAM IS TO ass i
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY.
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. = 5 b
REFER TO THE INDIVIDUAL TRUSS ENGINEERING
DRAWINGS FOR GRAVITY AND UPLIFT LOADS.
FOR BRACING 6 ERECTION DETAILS REFER = i L n
TO BCSI-03 AND/OR ENGINEER OF RECORD e _ _ a x
aa •C S
a ^ REPRESENTS THE LEFT SIDE OF = _
EACH TRUSS DRAWING s' s i S
s
JUS24 I H) THD46 - Z.
Se- `9'+_
8)I JUS26 hill MSH422 c L c -
C THD26 Ik K;l MUS26 a_ i 8 a5 _
E
OD THD28
EO THD26-2
OF THD28-2
OG 1US48 OO .. 3, a = a. 4
HANGER BY BUILDER - __ r _ _ _
LOADING ROOF FLOOR WIND LOAD : _ ` _
d 0 LIVE LOAD 20 - ASCE 7.10 s 6 C 1
0 0 = E e x p C
u DEAD LOAD SO - ISO MPH I EXP C L-E_i ems_
F a LIVE LOAD 10• - CATEGORY II a
m 0 DEAD LOAD 10 - ENCLOSED
TOTAL LOAD 40 FBC-2017 = e e e
F DURATION FACTOR 1.25 - TPI-2014
REV DATE BY REMARKS - >'
1 12/11/17 HPR CODE UPDATE
z=
It Is understood that above
conditions have been reviewed APPROVED e - -
d are acceptable for the -X _
fabrication al trusses, APPROVED AS NOTED
elevabons,paches, overhangs, REVISE AND RESUBMIT _ . s S.
fasaas.ow in9 - c
elevatbns/pitches, bearing RE1ECfED ° - -
condining itons6alldetailperta' - - - to
this truss placement plan. No "e •+ - - L back
charges will be accepted = _ - _ c- = e without
previous vmhen DATE _
e A approval
from an A-1 Roof 8 - - TrD5se5
representative. REVIEWED BY i + `
J.
PLAN
DATE ARCH: -/--/— STRUCT: CUSTOMER
RYAN HOMES c i JOB
NAME SEAGATEA'D' e
oPT10N(
S) 9,4-CfILAYGS COMMNTY
LOT
LOT
28 - o - :
i
BLDG _
BLDG TYPE # _ =
JOB #
72420 MASTER WRCSG4D9 = E e- = DRAWN
SCALE ? _ - E °
a
DATE
09/28/2015 R
N7.S. j
A-
1 ROOF f
b:
TRU55E5 = =
ti _` = E = '•
a `. = a
A
FLORIDA CORPORATION i
Ph 772-409-1010 / Fax 772409.1015 zt hVYAvww.
alfrusscom — _ 3
CITY OF SANFORD
t k BUILDING & FIRE PREVENTION
PERMIT APPLICATION
a
Application No: D ' a514
v') Documented Construction Value: $ 3 V
Job Address: Historic District: Yes Nq7'
Parcel ID: ResidentiCommercial, Type
of Work: New ddition Alteration Repair Demo Change of Use Move El Description
of Work: Plumbing New Residential Construction Plan
Review Contact Person: Jamie Blackwell Title: Clerical Phone:
407-323-7515 Fax: 407-323-8954 Email: info u a i-orlando.co Property
Owner Information Name
Kiwi 140W S Phone: ,/ Street:
Resident of property? : / 0 City,
State Zip: Contractor
Information Name
Advantage Plumbing, Inc. Phone: 407-323-7515 Street:
PO Box 1117 Fax: 407-323-8954 City,
State Zip: Sanford, FL 32772 State License No.: CF-0057881 Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. 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: 50 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford mqui es 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 b accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/ABA Data
Print Owner/Agent's Name
Sigoatiae ofNGW3State of Florida pate Owner/
Agent is Personally Known to Me or
Produced ID Type of iD Signnme
of CamdtactorlAgerrt A.
Thomas Smith print
Connactor/Agmt's Name p
3gnarcoY- Meredith ftenwk.- mtRi Data NOTARY
PUBLIC VC,;
STATE OF FLORVA Ca
ntil GG136M E)
Vres 8,2112021 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 D Plumbing Gag Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Flood Zone: Min.
Occupancy Load: # of Storles: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No El APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
WASTE
WATER: BUILDING:
Revised:
June 30. 2015 Permit
Application
or
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 18 - 954
Documented Construction Value: $ _ t4D ` b
Job Address: 3733 Qr ,r-}-{-, Historic District: Yes No
Parcel ID:
Residential Commercial
Type of Work: I\'eW14 Addition Alteration Repair Demo Change of Use Move
Description of Work: I ,t k ) I !"TI—) n r-, , A . C":,o t t , r• n
Plan Review Contact Person:
Phone: Fax: Email:
Property Owner Information
Title:
Name (,i ,s Phone: — (
Street: (1-7HM77Resident of property? : 7 City,
State Zip: 3asj r Contractor
Information Name
al rnp ec h-It A r 11 rr'' Phone: %-1-(7 Street:
g'l 'l; 1 Q Fax: 44')F7 - n4-7-QOC 1 City,
State Zip:' ) t afpv-_l b.rk F-4 lag State License No.:fEc.(Oo n[,oil D Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 inthisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit
Application
r
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owncr/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
1aI,gnature of Contractor/Agent Date
AP'in C rkactor/Agent's Name
fNota StatcofI'londa Date
o FAMELASTERNUS
y Commission # GG 110ii22
o` Expires August 7, 202.1
FOF Fl; Banded nuu Budget Notary Seri=
Contractor/Agent is,>L 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
APPROVALS: ZONING:
COMMENTS:
ENGINEERING:
of Heads Fire Alarm Permit: Yes No
UTILITIES:
FIRE:
WASTE WATER:
BUILDING:
Revised: June 30,2015
Permit Application
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review • Building Code Administration
3532 M9ggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106
UES Project No: 0110.1700732.0000
Workorder No: 9400462-1
Report Date: 9/28/2018
In -Place Density Test Report
Client: Ryan Homes
4307 Vineland Road, Suite H2O
Orlando, FL 32811
Project: Kensington Reserve, House Lot Testing
UES Technician: Sammie Edwards
Date Tested: 09/28/2018
3998 Brisson Avenue, Sanford, Seminole County, FL 32773
Area Tested: 3733 Hanworth Loop (Lot 28) Type of Test:
Material: Native Field: ASTM D-2937 Drive Cylinder Method
Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor
The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
Test
No. Location of Test Range
aximum
Density
per
ptimum
Moisture
I%t
Field Dry
Density
pcf)
Field
Moisture
Soil
Compaction
1%)
Native
Depth
inch)
Pass
or Fail
1 North Footing 0-1 ft 105.4 12.2 103.4 5.2 98 N/A Pas:
2 South Footing 1-2 ft 105.4 12.2 102.7 3.8 97 N/A Pas:
3 East Footing 1-2 ft 105.4 12.2 100.2 3.0 95 N/A Pas:
4 South East Corner of Pad (TOF) 1-2 ft 105.4 12.2 102.4 11.3 97 N/A Pas:
5 Center of Pad (TOF) 2-3 ft 105.4 12.2 110.6 7.4 105 N/A Pas:
Remarks: TOF= Top Of Fill
Tn nnlnhl:nl..s m..{. •.sl nn+Mnl:nn M 1 /n:.•mm l n r/:nnln oh- 0..1.1:n n 4 n.....nh• ..II _n #. n.n r..h...:/In•I n•. •.n nr•4nnG: I nn+nn A.• ni n... nl:nn/r nn•4
EESORIPTION AS FURNISHED: Lot 28, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc.
LOT 43
LOT 44 LOT 42
S 0019'09" E
I 60.00'
0. i i rye.
24.80' 24.80'
LOT 28
10.00'
29.0'
0
10.00'
w w
o000 LOT 29
LOT 27 d' En i' An
M
00
FORMBOARD FOUNDATION
TOP OF FORMS - 27.48'
0
o e
co
5.0'
o 0
10.00'
14.0' 21.0'
7 0.00'
26.20' 25.20' 75.20'
10' UTIL. ESMT.
292.86' ry
0
o---_jI--————— - - -- --
S 00019'09" E (B.B.)
60: 00'
tib k'1
G
HANWOR TH LOOP
50' PRIVATE ROAD
PROPOSED = FlNSHEO SPOT GRADE ELEVATIONS BUILDING SETB4CKS: AS FURNISHED
FRONT = 25PERDRAINAGEPLANSPLOTPLANAREACALCULATIONSREAR - 20'
fir= PROPOSED DRAINAGE FLOW 4
G IMPERVIOUS COVERAGE = 3,0261 SQUARE FEET OR 43.9R SIDE - 5' FOR 40' LOTS
LOT GRADING TYPE A LOT CONTAINS 6,9001 SQUARE FEET SIDE - 7.5' FOR 60' LOTSQO
PROPOSED FlN15H FLOOR PER PLANS 27.4' UWNG AREA CONTAINS 2,4631 SQUARE FEET SIDE - 10' FOR 75' LOTSQQCONCLANAIPORCHCONTAINS583tSQUAREFEETSIDESTREET = 25'
CRUSEINMETYE'R-SCOTT & ASSOC, INC. - LAND SURVEYORS
Imo_ LEGDID_
P - PLAY ral. • POW ON LINE
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
FIELD TYP. - TYPICALNorm
II. . am PPE PAL POINT It REVERSE CURVATURE
IF. - CON ROD CL • PODIA or COPm1ND QRVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY T!W INS SURVEY UEEP' THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF
TE
SET LA . VILD45% NR Na*-RADIALTRAILPSURVEYORSANDMAPPERSNCHAPTERSJ-17 FLORIDA ADMINISTRATIVE COVE PURSUANT TO SECTION 472.027. FLORIDA STATUES
2. UNLESS EDfBOSSFD WITH SURVEYORS SR:NATVRE AND OPoCOW. RAISED SEAL. INS SURVEY MAP OR COPIES ARE NOT VAUD.
RM REcavERED W.P. . WITNESS POINT 3, 1701 SURVEY WAS PREPARED FROM W E DUURAMT10N RMISHED TO THE SURVEYOR. THERE MAY SE OTHER RE57R R;TIONS
Pax . POINT OT BEGINNING CALL • CALCULATED OR EASSIENTS TMT AFFECT THIS PROPER'N.
P.O.C. . POINT OY CONME1L'EI[NT PAX . PERMANENT REFERD= IOADRNT
N - XArLCCNTIIS FF. • FINISHED SETBACK MAD . RAR a DISK K LINE BENCHMOSETIACIELDR 4.
NO UHOERCROUND 0/PROVEUENIS HAVE MEN LOCATED UNLESS OTHERWISE SHOWN. I
PO SST 6 PREPARED RJR THE SOIE BENEFIT OF 71105E CERTIFIED TO AND SHOULD NOT BE RELIED UPON Or ANY OTHER ENTITY. 3ARN . RIIiR-OT-VAT tIL - BENCHMARK B. L1IAIFNSIO/'IS SHORN FOR THE LOCATION OF WPROVfllEN15 HEREON SHOULD NOT BE USED TO REOONSIRIACT BOUNDARY LINES. ITN
EASEMENT
B.S. - RASE BEARING DRA
DRAINAGE 7.
BEARD= ARE BASED ASSUMED OATIDI AND ON THE LINE SHOWN AS SAW BCARDIG (REL) UTIL •
UTILITY A ELEVATIONS RN. WSHOWARE ELASED ON 94TXNM CEDOETNC VERTICAL OATUU OF 1929. UNLESS OIHERW6E NOTED. CLEC. -
CHAIN LRMa FEE¢ P. CERIFRATE OF AV/IgRRAT10N W 4596 VOEG -
V® FENCE C/
R • CONCRETE BLOCK P.
C. • POINT I! CU VATIO L SF.V.E 1" 20 — DRAWN BY: ••P P.
T. • POINT I3 TANGENCY DCSL -
DESCRIPTION GATE
COMFTEDBY: R '
RADIUS L
ARC LENGTH PLOT PLAN 05-21-18 3163-18 D
w FORM80ARD FOUNDATION/ELEVS. 10-01-2018 6626-18 CB. -
CHORD BEARING NORTH
5----
THISBUILDMC/PROPERTY DOES NOT UE WITHIN THE
ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' M CR ISBN R.LS. / 47I4 W. ,
R.LS / 4ER01 ZONE
7C' MAP 1 12117CO09OF (09-28-07)
A
CITY OF SANFORD
BUILDING & FIRE PREVENTION
t *:}• {,
PERMIT APPLICATION
r Application No:
Documented Construction Value: $
Job Address: _1, _5 61 f Historic District: Yes NoK
Parcel ID: ResidentiaQ Commercial
Type of Work: New Addition Alteration Repair Demo Change of .Use Q Move
Description of Work: n . -
Plan Review Contact Person: ` ,-_1 I ,l s
I-
Title:.
Phone: Phone: `t-1-j$j 001 Fax:p'1- Email: kyrxke. Can,\ Property
Owner Information Name
ly N Phone: Street:
Q Resident of property? . City,
State Zip: Namele-
L-4 Street:
53 City,
State Zip: Name:
Street:
City,
St, Zip: _ Coritraidtofi
Information hono-
g 5 - Soo C/ eoarsco
Fax: 0 - 3 Q
r` State License No.: CACo5 QcILI O Bonding
Company: Address:
Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST 69 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. 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: 51b Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application a
O
t
1
10
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
be done in compliance with all applicable laws regulating. construction and zo g.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature.of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
of Contractor/Agent
Name
at-a4fwork will
Signature of No ry-State of Florida Date
i%"" CHERYL D AKERS
MY COMMISSION # FF998962
dk n EXPIRES June 05, 2020
ao7ja'JaLtS] FloddaPtotaryServke.wn
Contractor/Agent is _1,::fPersonall' Known to<Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Gas[] Roof
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: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revised: June 30. 2015 Permit Application
r)
STATEWIDE
1-888-831-2665 D E L-AIR
State Cert CAC032448
HEATING • AIR CONDITIONING
SAWGRASS OPT POOL BATH
SHOWER 3.5 / 2.0 15.0 5 9,373.00
SAWGRASS OPT STUDY 3.5 / 2.0 15.0 4 9,332.00
SEAGATE VERSION III 3.0 15.0 3- 4,977.00
A l I V-R
SEAGWI L VERSIbN III OPT BONUS 3.5 ' 0 3 6,530.11(1
SEAGATE VERSION III OPT BONUS
BATH 3.5 15.0 4 6,592.00
SEAGATE VERSION III OPT BONUS
BDRM 3.5 15.0 4 1$6.702.00
SEASIDE 4.0 15.0 4 5,779.00
SEASIDE OPT OFFICE 4.0 15.0 4 5,926.00
SEASIDE OPT POWDER 4.0 15.0 5 5,901.00
SUMMERLAND 3.5 15.0 4 5,747.00
SUMMERLAND OPT BATH 2 3.5 115.0 5 5,896.00
SUMMERLAND OPT BDRM 5 13.5 115.0 1 5 1$6,019.00
NOTE: PRICING BASED ON NEW CODE.
THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE.
Pricing valla Tor (b) months
JOB NAME: Standard Series - Revised Page 3 of 4
Equipment to be GOODMAN 15 SEER Heat Pump
Pricing includes bath duct with standard bath fans, (1) dryer vent box, (1) dryer venting through roof,
programmable thermostat (TH6320Ul OOODAG), and a 2nd year warranty.
plans with asterisk also have 2-zone damper systems.
Add Price for Breakered Heat Strips, Add $35.00 for each unit.
Option Price to Add 7" Range Vent, Add $150.00 each.
Add Price for Combustion Air for Gas Dryers, Add $90.00 per dryer.
For any interior kitchen hood that has a fan greater than 400cfm - Please add $ 475.00 for a Broan MD8TU.
For any interior kitchen hood that has a fan greater than 1000cfm - Please add $ 875.00 for a Broan MD8TU and
M D6S.
For any interior kitchen hood that has a fangreater than 1500cfm - Special provisions must be made.
Add $235.00 for increased range vent size if any makeup air is necessary.
DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in.
IN W
31 COnIS('4) %%.%Y
s:mr," d. 11. 2771
4117) }1i.(,001
Cust Initials
r
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 18-00002854 Date 11/01/18
Application pin number . . . 616308
Property Address . . . . . . 3733 HANWORTH LP
Parcel Number . . . . . . . . 17.20.31.SVC-0000-0280
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 275411
Application desc
need noc
Owner Contractor
RYAN HOMES RYAN HOMES
4307 VINELAND RD H20
ORLANDO FL 32811
407) 692-9820
Structure Information 000 000 ----------------------
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone . . . . . . . . NONE
Other struct info ELEC - # AMPS 200.00
PLUMBING FIXTURES 21.00
NUMBER OF STORIES 1.00
SQUARE FOOTAGE 2581.00
Permit . . . . . . MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1085596
Permit pin number 1085596
Sub Contractor DEL AIR HEATING A/C & REFRIGER
Permit Fee . . . . 110.00
Issue Date . . . . 11/01/18 Valuation . . 5139
Expiration Date . . 4/30/19
Qty Unit Charge Per Extension
BASE FEE 110.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrich@sanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00
O1-APPLCTN FEE -BUILDING 25.00
O1-APPLCTN FEE -MECHANIC 25.00
O1-APPLCTN FEE -PLUMBING 25.00
O1-BLDG PLAN REVIEW 1053.00
02-CURB CUT/DRIVE - S/F 40.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 3
Application Number . . . . . 18-00002854 Date 11/01/18
Property Address . . . . . . 3733 HANWORTH LP
Parcel Number . . . . . . . . 17.20.31.5VC-0000-0280
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Permit . . . . . . MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1085596
Permit pin number 1085596
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 409 MHO1 MECHANICAL ROUGH IN
1000 410 MH02 MECHANICAL FINAL / /
15 lightyears, Inc
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018 , .
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
151ightyears
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building
Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing.
The attached forms were provided by the Florida Building Commission as the accepted forms to be
submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical
Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through
R-80 (page numbers 159-161).
Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM
These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2,
Prescriptive, Performance, and Energy Rating Index (ERI) paths.
We are working with building departments across Florida to standardized the form submittal process and
would like your department to allow these forms to meet compliance. If there are any issues with
accepting these forms, please reach out to me directly and I will ensure that we submit any specific form
that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com
Respectfully,
2
Timothy fiiith
15 Lightyears, Chief Operations Officer
Energy Technical Advisor
RESNET Quality Assurance Designee
IECC Residential Energy Inspector/ Plans Examiner
Member, Building Officials Association of Florida Member and Code Development Committee
participating member. Also, representative to the Florida Building Commissions, Energy Technical
Advisory Committee for the BOAF- CDC
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:
Job Information
Builder: %61ko Community: 1ze r\S'tn +or-\ Lot: Z
Address: 3733 k A-, unit:
City: State: F( Zip: 32?73
Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method
OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2.
ERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50.
ACH(50) specified on Form R405-2017-Energy Colc (Performance) or R406-2017 (ERI): =
154? x 60 _ 2o3gZ) = 44 Method for calculating building volume:
CFM(50) Building Volume ACH(50) O Retrieved from architectural plans
ASS (Mechanical Ventilation is not required) Code software calculated
PASS (with Mechanical Ventilation)
O Field measured and calculated11FAIL
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals).
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section
489.105(3)(f), (g), or (i) or an approved third parry. A written report of the results of the test shall be signed by the party conducting the test and
provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3.Interior doors, if installed at the time of the test, shall be open.
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5.1-leating and cooling systems, if installed at the time of the test, shall be turned off.
6.Supply and return registers, if installed at the time of the test, shall be fully open.
Testing Company
Company Name: 15 Lightyears, Inc Phone: (855)438-1515
1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requiremen rding to the omp is method selected above.
Signature Tester: Date Test: of of
Printed Name of Tester: Aaron Overholt
License/Certification #: 2DNAB7 Issuing Authority: RESNET
Copy of License / Certificate of the tester must be attached)
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:
Job Information
Builder: RV -A, ^-) Community: ,t 51+-o Lot: 2$
Address: 3 7 33 {-(,a r ua r-k- Unit:
City: c5Ar J State: }= ( Zip: 32777 Duct
Leakage Test Results System
1 cfm25
System
2 cfm25
System
3 cfm25 Sum
of any additional
systems cfm25 Total
of all systems
cfm25 OPrescriptive
Method cfm25 (Total) - To
qualify as "substantially leak free" Qn Total must be less than or equal
to 0.04 if air handler unit is installed. If air handler unit is not installed,
Qn Total must be less than or equal to 0.03. This testing method
meets the requirements in accordance with Section R403.3.3. Is
the air handler unit installed during testing? YES (oa) []NO (s ) 9-
Performance / ERI Method cfm25 (out or Total) To
qualify using this method, Qn must not be greater than the 3? .
00341 = o •o ( Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total
of all Total Conditioned systems
Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-
2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017 OASS
e r. - % Duct
tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.
993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes. Testing
Company Company
Name: 15 Lightyears, Inc Phone: (855 ) 438-1515 I
hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation
requirements according to thence method selected above. Signature
of Tester: ( Date of Test: 2- \ t$ Printed
Name of Tester: Aaron Overholt License/
Certification #: 2DNAB7 Issuing Authority:: RESNET Copy
of License / Certificate of the tester must be attached)
LL
1=
W
z
N
W
Certificate of Achievement
THIS ACKNOWLEDGES THAT
Aaron Overholt
HAS MET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED RATING FIELD INSPECTOR
Certification Date: 08/07/2018
Certification Expires: 08/07/2021
R F I # 2GNAB7
2 '
Tim Smith,
RESNET Quality Assurance Designee
15 ears
RESNET QA Provider # (1998-199)