HomeMy WebLinkAbout3883 Crawley Down Lp 18-2449; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100005
BUILDING APPLICATION #: 18-10000522
BUILDING PERMIT NUMBER: 18-10000522
DATE: June 08, 2018
UNIT ADDRESS: CRAWLEY DOWN LOOP 3883 17.20-31-5VC-0000-1190
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG, SUF: PARCEL:
SUBDIVISION: TRACT.
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3883 CRAWLEY DOWN LOOP / KENSINGTON
RESERVE / SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single FamilHousing 705.00 1.000 dwl unit 705.00 ROADS -COLLECT KS N/A Singlle
FFamilly Housing .00 1.000 dwl unit 00 FIRE
RR / 00
LIBRARY
CO -WIDE ORD Single
Family Housingg 54.00 SCHQOLS
CO -WIDE ORD 1.
000 dwl unit 54.00 Single
Family Housing 9,000.00 1.000 dwl unit 9,000.00 PA
00
LAW
ENFORCE N/A 00
DRAINAGE
N/A 00
AMOUNT
DUE 9,759.00 PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE
COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE
OF A BUILDING PE IT. PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO
APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST
BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS
OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE
OF OCCUPAkY 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STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED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
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: 18-2449
EiCi0VIl' IIALOYr SEI"INOLE C.OM1"i
C1...ER1! OF ClKI111' COURT 1 i.ONFTROI.LER
NY 91. i ? R.i 11.1.1 ( I !`,j
CLERK'S r 2018084.793
iiEC:ORL Ell lt'r'/'2s/201S 12.1 -`h: ,; : 1'1
tk.0ORG').M FEES $10 AFI
Parcel ID Number: 17-20-31-5VC-0000-1190
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 # 119 of Kensington Reserve 3883 Crawley Down Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd Suite H-20 Orlando FL 32811
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name: NA
Address:
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA
Address: Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe 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 Lienor'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 Tom? OWNER.' ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signal f Owner or Lessee, or Owners or Lessee's
Authorized Officer/Director/Partner/Manager)
Dayna Mitchell Assistant Secretary
Print Name and Provide Signatory's Titre/Office)
state of FIQri#a County of Orange
The foregoing instrument was acknowledged before me this day of .20 18
by Dayna Mitchell Who is personally kn wn me IC OR
Name of person making statement
who has produced Identification type of identification
TRACY LEIGH MCDONALD
MY COMMISSION # FF925012.
EXPIRES October 06. 2019 l
aor sea a sa l:furaallotawse<.rCa
produced:
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date;_
Project Name: Kensington Reserve Project Add mg'3 -p
Building Permit #JS Electrical Permit #U
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
I. 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
attomey'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.
F. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCl outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Robert Lattanzi - Ryan Homes Robert Lattanzi - Ryan Homes Scott L Easterbrook - Palmer Electric
PrintPri"NN e If Owne /Ten Print Nam en. Co tra Print Name of Et ContractorIt
Signature of ererlTenenant Signature of Gen. Contractor -rignature of El. Contractor
CBC1257565 ECO003096
Gen. Contractor License # El. Contractor License #
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
CALLED INTO: o Progress Energy a Florida Power and Light on
Rev. 02/10/15)
1b
R tcl't>
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ i**tl 5 1 3q 157,'10
Job Address: 3883 Crawley Down Loop
Parcel ID: 17-20-31-5VC-0000-1190
Type of Work: New 12 Addition[] Alteration 11
Description of Work: New Single Family Residence
Historic District: Yes D No
Residential R Commercial
RepairEl DemoEl Change of UseEl MoveEl 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
Rvan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #
H20 Resident of property? : _ City, State Zip: Orlando
FL 32811 Contractor Information Name NVR,
Inc, c1ba
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 regulati rig 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. FUC 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 pennits 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.
5/21/2018 5/21/2018
S i nat re f 9 Date Signatur Of lit Agent DategatATracvna"Id Tracyof
Print 0vner/Agcnt's Name Print Contractor/Agent's Name 5/
21/2018 5/21/2018 Signature
ot'Notary-State of londa Date Signature ot'Notary-State of Florida [)are MEAGAN
LYNNE FOV&ER MEAGAN
LYNNE FOWLER MY
COMMISSION it GG 0(325-^3 6 MyCOMMISSIONPGG ( 3253 r
V';(PiRE,' X21 EXPIRES: January 17,2021 13ondw
Thru Budget Notary servicft Owner/
Agent is _X_ Personally Known to Me or Contractor/Agent is _)(_ Personally Known to Me or Produced
ID Type of ID Produced ID _ 'Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: BuildingQ Electrical Mechanical[;` Plumbing® Gas[] Roof[] Construction
Type: N r.'!> — Occupancy Use: Total
Sq Ft of Bldg: Z9 18 Min. Occupancy Load: Flood
Zone: of
Stories: Z New
Construction: Electric - # of Amps ?:AQ Plumbing - # of Fixtures 1A Fire
Sprinkler Permit: YesE] No L.4 #of Heads APPROVALS:
ZONING: I UTILITIES: ENGINEERING:
qv\—K:C_ (P-k2, -( FIRE: COMMENTS:
Ok to construct single family home with
setbacks and impervious area shown
on plan. f- u
rl\ ,
Z
v'cy rs C Fire
Alarm Permit: YesE] No WASTE
WATER: BUILDING:
IF I- / 'If Revised
June 30,2015 Permit Application
Job Address: 3883 Crawley Down Loop
CITY OF SANFORD
BUI'l-0146'& FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 91,956
Historic District: Yes D No
Parcel ID: 17-20-31-5VC-0000-1 190 Residential R Commercial D
Type of Work: NewFX] Addition 1:1 AlterationEl RepairEl DemoEl Change of Use El Move 1:1 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 blVB INC.
dba Rvan HoMe5 Phone: 407-692-9831 Street: 4307 Vineland
Rd #H20 Resident of property? : City, State Zip:
Orlando FL 32811 Contractor Information Name
NVR, Inc,
dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland
Rd # H-20 Fax: 407-692-9821 City, State Zip:
Orlando FL 32811 State License No.: CBC1257565 ArchitectlEngineer Information Name:
AB Design
Street: 1441 N
Ronald Reagan Blvd City, St, Zip:
Longwood FL Bonding Company: Address:
N/A
Phone:
407-774-
6078 Fax: E-mail:
brian@abdesigngroup.
com Mortgage Lender: — N/
A Address: WARNING TO
OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is
hereby
made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction.
I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters,
tanks, and air conditioners, etc. FBC 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
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 pen -nits 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.
Print Owner/Agent's Name
5/21/2018
Signature of Notary -State of Florida Date
ik'( P MEACM LYNNE FOWLER
MY COMMISSION # GG 063253
EXPIRES: January 17.2021
OF f0Banded 1'hrU Budget NOWY Services
5/21/2018
Tracy TOrBorrald
Print Contractor/Agent's Name
6_-----------'
5/21/2018
Signature of Notary -State of Florida Date
0?'y PU,, MEAGAN LYNNE FOWLER
MY COMMISSION # GG 063253
EXPIRES: January 17,2021
Y",t SOnd-to Thru Budget NOLV semces
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: BuildingE] Electrical [] Mechanical[] PlumbingEl Gas[] Roof [I
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes [] No FI
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes [-] NoEl 0
4-2-19 WASTEWATER: BUILDING:
Revised:
June 30,2015 Permit Application
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 PERMIT
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
N1sPN1111-
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
REVISED: June 2014
Oka
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: 3883 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-1190
Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com
The reason for the flood plain determination is:
0-1 New structure F-1 Existing Structure (pre-2007 FIRM adoption)
El Expansion/Addition r-1 Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floorelevation24" above BFE (Ordinance 4360) Flood
Zone: X Base Flood Elevation: N/A Datum: N/A FIRM
Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The
referenced Flood Insurance Rate Map indicates the following: F-
1 The parcel is in the: El floodplain F-1 floodway F-
j A portion of the parcel is in the: F-1 floodplain F-1 floodway W
The parcel is not in the: Wfloodplain E]floodway El
The structure is in the: El floodplain El floodway El
The structure is not in the: floodplain EJ floodway If
the subject property is determined to be flood zone 'A', the best available information used to determine
the base flood elevation is: 13P#
18-2449 Reviewed
by: Michael Cash, CFM Date: June 13, 2018
11
A N P I Application for Paved Driveway, Sidewalk or
I 04111W Walkway Including Right -of -Way Use &
IA10 R 1, 4n%ll
Landscaping ; Right -of -Way11877-- "
www,sanfordfL9ov
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
size and location of the existing right—of-way and use shall be provided or application could be delayed. Call befa* YN
I . Project LocationtAddress
2. Proposed Activity:
3883 Crawley Down Loop, Sanford, FL 32773
0 Driveway [] Walkway E] Other:
3. Schedule of Work: Start Date Completion Date
4. Brief Description of Work: Construction of New Single Family Home
This application isst4bnp, e Y:
Property Owner
Signature
Address: 4307 ViWJ1nkR(L#H-20 Orlando, FL 32811
Phone: (407) 692-9831__ Fax:
Print Name: Tracy McDonald
1:1 Emergency Repairs
Email: trmcdona@nvrinc.com Date: 05/21/2018
Maintenance Responsibilitieslindemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installationAmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the
Requestors 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:
Pre -pour Inspection by:
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
the above statement and by signing this application I agree to its terms.
Date: 05/21/2018
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.
Date:
Official Use Only
Fee: Date:
Date:
Date:
Date: (e
Date:
November 2015 ROW Use Driveway pdf
5/21 /2018 SCPA Parcel View: 17-20-31-5VC-0000-1190
c a Property Rtmord Card
Parcel: 17-2031-5VG-0000-' 1-10
r Property Address: 3883 GRAWLEY (DOWN LOOP SANFORD, FL, 32773
Parcel Information
Legal Description
LOT 119
KENSINGTON RESERVE
PS 81 PGS 86-92
Taxes
Value Summary
2018 Working 2017 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 52,000 14,000
Land Value Ag
Jt sti Aar of Value 52,000 14,000
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 0
P&G Adj 0 0
F Assessed Value 52,000 14,000
Tax Amount without SOH: $266.58
2017 Tax Bill Amount $266.58
T< x Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 52,000
m_.,_,,._,......__.,_._..,...,..._..
0 52,000
Schools 52,000 0 52,000
City Sanford 52,000 0 52,000
SJWM(Saint Johns Water Management) 52,000 0 52,000
County Bonds 52,000 0 52,000
Sales
e.
Description Date Book Page Amount Qualified Vac/Imp
No Sales
Land
Method Frontaqe Depth Units Units Price Land Value
52,000,00
CO Date Permit Date
52,000
1/2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
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 speci ic, permit ald application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: May 20,2018
License Holder Name:— Robert Lattanzi
State License Number:
Signature of License 11
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this "
N I
day ofOLL-
200-4—, by Robert Lattanzi who is kbl 00,40"AN, "I
or o who has produced as
identification and who did (did not) take an oath.
Notary Seal)
MEAGAN LYNNE FOWLER
MY COMMISSION # Gr. 063253
T EXPIRES: January 17.2021
SWVIC
Rev. 08.12)
Signature
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:
A E C B I T E C T f
SQ.FT. CALC.'S
1ST FLR. LIVW, SO4 Sa FT.
2110 FLR LIVWj u65 SQ FT.
TOTAL LIVMNG 2)69 SQ FT.
ENTRY 40 $a FT.
GdRdGE 445 $a FT,
LANAI 260 5Q FT.
TOTAL 19I$ SQ, FT,
CCWCMR AND CLADCI'IG MO LOAM SABO 00 EMPOKM
FOR 4 SWORD QLATt
CALL POMAW 2'OFE to w" 00
E C2
Y'F -0' 5 2480l-30.K
2 24 3LEtl DR 4 21-lS/-3CM
3 n 25-5N 4 2846/-30-%
3A iT 25-6" 5 2SAN-314,
3B 33 2) 25-6w 5 2Tt3l-34W
4 64 W SW 5 2631/-3330
WIND DESIGN CRITERIA
A, BASPC U.ND SPEED MPR (3 5ECOND GU57)
YLLT"50 / MP11
6, XTERNAL, r4M5 RE COMPME tt•+ J$
C. RISK CATS OFZr-TYrE ft
D. EM-06UME CATEGORY C
NOTE:
VALLES FOR COMPONENTS 4 CLADDING PRE6eUFM ARE BASED CH
TLE INIt DE66GGL WMD SPEED, MO6rW ED. (2011) ALLCW6 T}NESE PRESSI/
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FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lott 19KensingtonReserveLargoBGRNW Builder Name: RYAN HOMES
1 1k) I r) I
Street: 3883 CRAWLEY DOWN LOOP Permit Office: WN 10 IfPermitNumber: - 2 4 4 9City, State, Zip: SANFORD, FL, 32773
13'tj
Owner: Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2
1. New construction or existing New (From Plans) 9. Wall Types (2524.0 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13.0 1208.00 ft2
b. Concrete Block - Ink Insul, Exterior R=4.1 966.00 ft2
3. Number of units, if multiple family 1 c, Frame - Wood, Adjacent R=110 350.00 ft2
4. Number of Bedrooms 4 rl. N/A R= ft2
10. Ceiling Types (1301.0 sqft.) Insulation Area
5, Is this a worst case? No a. Under Attic (Vented) R=38.0 1301.00 ft2
6. Conditioned floor area above grade (ft2) 2169 b, N/A R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A
11. Ducts
R= ft2
R ft2
7. Windows(237.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8
a. U-Factor: Dbl, U=0,35 197,00 ft2
SHGC: SHGC=0,29
b. U-Factor: Dbl, U=0.62 40 00 ft2 12, Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.29
a, Central Unit 34.8 SEER:15.00
c. U-Factor: N/A ft2
SHGC: 13. Heating systems kBtu/hr Efficiency
d, U-Factor: N/A ft2 a. Electric Heat Pump 32.6 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 4.054 ft.
Area Weighted Average SHGC: 0.290 14. Hot water systems
a, Electric Cap: 50 gallons
8. Floor Types (1301.0 sqft.) Insulation Area EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft2 b. Conservation features
b. Floor over Garage R=1 1.0 397.00 ft2 None
c. N/A R= ft2 15. Credits Pstat
Glass/Floor Area: 0.109
Total Proposed Modified Loads: 65.31 PASS
Total Baseline Loads: 65.17
1 hereby certify that the plans and spe ificlti,ons covered byc'n Review of the plans and v)AE Sr
this calculation are in compliance t_ the Floridada Energy
Code.
specifications covered by this
indicates compliancecalculation
with the Florida Energy Code.
PREPARED BY: ------- --- --- Before construction is completed
DATE: ___ - ----- - Pratt --------------------- - . .. . .............. this building will be inspected for
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance
Florida Energy Code I
Florida Statutes,
00W-Ewiththe
OWNER/AGENT:- ____ BUILDING OFFICIAL: ------------ -
DATE: - ---- -- ___' - -------- DATE: --------
Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2).
4/6/2018 4:03 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
FORM R40.9-2017
PROJECT
Title: Lotl 19KensingtonReserveLar Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 2169 Lot # 119
Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RESE
of Units: 1 Worst Case: No PlatBook:
Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3883 CRAWLEY DOW
Permit Office: SANFORD Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD,
Family Type: Single-family FL , 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily TempVDesignLocationTMYSite97.5% 2.5 % 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 2169 18436.5
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
Main 2169 18436.5 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage Main --- 397 ft' 11 0.16 0 0.84
2 Slab -On -Grade Edge Insulatio Main 1015 ft 904 ft' 0.39 0 0.61
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul, (deg)
1 Gable or Shed Composition shingles 1371 ft' 216 ft2 Medium 0.85 N 0.85 No 0 18.4
ATTIC
RBS IRCCTypeVentilationVentRatio (I in) Area
1 Full attic Vented 300 1301 ft2 N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 1301 ft2 011 Wood
4/6/2018 4:03 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-2017
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
To --------Watt Type Space . R-VaJue_. - Ft In_ Ft- In RnVaIue,___Fraction_,_ Absor- Grade%,,
1 SW Exterior Frame - Wood Main 13 45 6 8 0 364.0 112 0 023 0.6 0
2 SW Exterior Concrete Block - Int Insul Main 4.1 27 0 9 4 252.0 ft2 0 0 0.6 0
3 NW Exterior Frame - Wood Main 13 30 0 8 0 240.0 112 0 023 0,6 0
4 NW Exterior Concrete Block - Int Insul Main 41 8 6 9 4 79.3 ft2 0 0 0.6 0
5 NE Exterior Frame - Wood Main 13 45 6 8 0 364.0 ftz 0 0.23 0.6 0
6 NE Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 ft2 0 0 0.6 0
7 SE Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0
8 SE Exterior Concrete Block - Int Insul Main 41 20 0 9 4 186.7 ft2 0 0 0.6 0
9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft2 0 0.23 0.3 0
10 SE Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ftz 0 0 0.6 0
DOORS
V# Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 NW Insulated Main None 25 3 8 24 112
2 Wood Main None 25 2 8 6 8 17.8 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening
I SW 1 Vinyl Low-E Double Yes 0.35 0.29 N 12,0 ft' I ft0in 1 ft 2 in None Exterior 5
2 SW 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 1 ft0in 1 ft 2 in None Exterior 5
3 NW 3 Vinyl Low-E Double Yes 035 029 N 15,0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
4 NW 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 111 1 ft 0 in 3 ft 0 in None Exterior 5
5 NE 5 Vinyl Low-E Double Yes 035 029 N 15.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
6 SE 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
7 SE 8 Vinyl Low-E Double Yes 035 0.29 N 32A ft' 11 ft 0 in 0 ft 6 in None Exterior 5
8 SE 8 Vinyl Low-E Double Yes 0.62 0,29 N 40.0 ft' 11 ft 0 in 0 ft 6 in None Exterior 5
9 NW 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft' I ft 0 in 6 ft 0 in None Exterior 5
10 NE 5 Vinyl Low-E Double Yes 035 0.29 N 32.4 ft2 1 ft 0 in 10 ft 10 in Drapes/blinds None
GARAGE
V Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 449 ft2 449 ft2 33 ft 9,3 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000351 1997.3 109.65 206.21 3155 6.5
4/612018 4:03 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
FC)RM R4nS-9017
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8,5 32.6 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Exterior 0.95 50 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert Company Name System Model # Collector Model Area Volume FEF
None None ft'
DUCTS
Supply ---- Return---- Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool
1 Attic 6 430.8 ft Attic 107.7 ft Default Leakage Main Default) (Default) 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling
Heat H
Jan Feb
Jan FebH
Mar
P(I Mar
Apr
A P, j M ay JU
May jXj
Jun
Jun JulAug11
AuA
11 SepXj
SepOct0Nov
OctX Nov
Dec
Dec
Vent Jan Feb X] Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
4/6/2018 4:03 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL}
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 100
The lower the EnergyPerformance Index, the more efficient the home.
3883 CRAWLEY DOWN LOOP, SANFORD, FL, 32773
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Windows- Description
a. U-Factor: Dbl, U=035
SHGC: SHGC=029
b. U-Factor: Dbl, U=0.62
SHGC: SHGC=0.29
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types
Single-family
a. Frame - Wood, Exterior
b. Concrete Block - Int Insul, Exterior
c, Frame - Wood, Adjacent
4 d. N/A
10- Ceiling Types
No a. Under Attic (Vented)
2169 b. N/A
Area
c. N/A
197.00 ft2
11. Ducts
a. Sup: Attic, Ret: Attic, AH: Main
40.00 ft2
12. Cooling systems
ft2 a. Central Unit
8, Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. Floor over Garage R=11,0
c. N/A R=
ft2
13. Heating systems
a. Electric Heat Pump
4.054 ft.
0.290
Area 14. Hot water systems
904.00 112 a. Electric
397.00 ft2
b. Conservation features
ft2
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. OthepA(ise, a new EPL Display Card will be completed
based on installed Code Compliant
rfeat
e .
Builder Signature: Date: 4/9/2018
Address of New Home: 3883 C leyy Down Loop City/FL Zip: 32773
Insulation Area
R=13.0 1208.00 ft2
R=4.1 966.00 ft2
R=13.0 350.00 ft2
R= ft2
Insulation Area
R=38.0 1301,00 ft2
R= ft2
R= ft2
R ft2
6 430.8
kBtu/hr Efficiency
34.8 SEER:15.00
kBtu/hr Efficiency
32.6 HSPF:8.50
Cap: 50 gallons
EF: 0,95
Pstat
vliE S
0
0
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.
4/6/2018 4:03 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatoa Resuirements for Residential Performance, Prescriptive and ERI Methods
3883 CRAWLEY DOWN LOOP Permit Number:
SANFORD, FL, 32773 1
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 R402.41 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,
R402.4,11.1 InstallationThe 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. 1 05(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures,
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402*2 Fireplaces. New wood -burning Fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907,
R402.4.3 Fenestration air leakagdlVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1,5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/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,
4/6/2018 4:03 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 L/s) when tested in accordance with ASTM E283 at a 1,57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts of plenum chambers, shall be constructed and sealed in accordance with Section
C403-2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (9) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403,3.2.1 Sealed air handier, Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g, (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handier 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 R403,51.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.11,11 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.
4/6/2018 4:03 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
I MANDATORY REQUIREMENTS - (Continued)
R403.5,5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap of 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 dearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1 .
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems, Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1 The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 1 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 aAIRFLOW
CFMIWATT)
RATE MAXIMUN
CFM)
Range hoods Any 2,8 cfm/)AIatt Any
In -line fan Any 2,8 cfm/waft Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt An
For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916
4/6/2018 4:03 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7,11.11 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1,15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7,1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design Goofing load even if
the design heating load is 1.15 times greater than the design cooling load,
R403.7.1.2.2 Electric resistance furnaces, Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1 .
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403,7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (1 VC), 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).
R403.1 0 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors, Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers, Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403,10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
4/6/2018 4:03 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
W
R403.1 0.5 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 (Mandatory e energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
4/6/2018 4:03 PM EnergyGauge(& USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
0 This checklist
0 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, e-ratio, and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
0 Energy Performance Level (EPL) Display Card (one page)
0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403. 7
0 Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
0 A completed Envelope Leakage Test Report (usually one page)
0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
4/6/2018 4:02:27 PM
EnergyGaugeO - USRCSB v6.0
Page I of 1
Manual S Compliance Report Job: LotlMensingtoriReser
writ' Date: 7125/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.GOM
Project Information
For: RYAN HOMES
3883 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Cooling Equipment
Design Conditions
Outdoor design DB: 92-50F Sensible gain: 26462 Btuh Entering coil DB: 77-10F
Outdoor design WB: 76-20F Latent gain: 4274 Btuh Entering coil WB: 63.7°F
Indoor design DB: 75,0°F Total gain: 30737 Btuh
Indoor RH: 50% Estimated airflow: 1160 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg.
Actual airflow: 1160 cfm
Sensible capacity: 29818 Btuh
Latent capacity: 4906 Btuh
Total capacity: 34724 Btuh
Model: GSZ140361K+ASPT47D14A
113% of load
115% of load
113% of load SH R: 86%
Heating Equipment
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 21955 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH P
Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A
Actual airflow: 1160 cfm
Output capacity: 32600 Btuh 148% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1160 cfm
Output capacity: 0 kW 0% of load Temp. rise: 0 OF
Meets all requirements of ACCA Manual S.
Entering coil DB: 69.3°F
Capacity balance: 33 OF
Economic balance: -99 OF
wrightsoft- Right -Suite Universal 2018 18,0, 11 RSU23828
2018-Apr-06 16:01:24
11-_--_.,_, -- Page I
ACCK ..,argoBGRNW\Lot119KensingionReserveLargoBGRNW.rup Calc MJ8 House faces: NW
Component Constructions Job: Lot119KensingtonReser
wrightsoft-
Entire House
Date: 7/25/2015
By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Project Information
For: RYAN HOMES
3883 CRAWLEY DOWN LOOP, SAN FORD, FL 32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (OF) 28 18
Latitude: 280N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) 16 ( M) Method Simplified
Wet bulb (OF) 76 Construction quality Semi -tight
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions or Area 1.1-value Insult R Htg HTM Loss Cig HTM Gain
W 1310MI-T fr-'F/Btuh MOW Btu h BtuhV Btu h
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
trish, ZW" wood firm, 16" o.c. stud
13A-2ocs: 131k wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum
board int tnsh
Partitions
12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
Windows
ne 349 0.091 13.0 2.52 880 2.85 994
so 210 0.091 13.0 2.52 529 2.85 598
sw 337 0.091 13.0 2.52 849 2.85 959
nw 180 0.091 13.0 2.52 454 2.85 512
all 1076 0.091 13.0 2.52 2712 2.85 3063
ne 322 0,201 0 5.57 1793 5.29 1705
se 199 0201 0 5.57 1110 5.29 1055
sw 252 0201 0 5.57 1403 5.29 1334
nw 55 0.201 0 5.57 308 5.29 293
all 829 0,201 0 5.57 4614 5.29 4387
332 0,091 13.0 2.52 837 1.45 482
2A-2om: 2 glazing, clr low-e outr, air gas, rind no brk frm mat, clr innr, ne 15 0.350 0 9,69 145 22,0 330
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 se 30 0.350 0 9.69 291 21.4 643
ft overhang (5 ft window ht, 1.17 ft sep.); 6.67 ft head ht sw 15 0.350 0 9.69 145 21.4 321
nw 15 0.350 0 9.69 145 22,0 330
all 75 0,350 0 9.69 727 21,6 1623
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, ne 33 0.350 0 9.69 317 22.0 718
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I
it overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, Or innr, se 33 0350 0 9.69 317 10.5 342
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 11
ft overhang (5.3 it window ht, 0.5 it sep.); 6.67 ft head ht
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, so 48 0.620 0 17.2 824 16.9 812
1/4" gap, 1/8" ink: NFRC rated (SHGC=0.29); 11 ft overhang (8 it
window ht, 0.5 ft sep.); 6.67 ft head ht
Pk wrightsaft, 2018-Apr-06 16:01:24
4_
1 Right-SuiteO Universal 2018 18,0.11 RSU23828 Page I
ZfA ..argoBGRNW\Lotll9KensingtonReserveLargoBGRNW.rup Calc = MJ8 House faces: NW
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, sw 12 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, nw 30 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5 ft window ht, 3 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, nw 15 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5 ft window ht, 6 ft sep,); 6.67 ft head ht
Doors
11 DO: Door, wd sc type nw 24 0,390
n 18 0.390
all 42 0.390
Ceilings
16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 veil ins, 1/2" 1301 0.032
gypsum board int fnsh
Floors
20P- 11 t: Fir floor, frm fir, 12" thkns, r-11 cav ins, gar ovr 397 0,078
22A-tpl: Bg floor, light dry soil, on grade depth 104 0.989
Fk wrightsoft. Right-SuiteO Universal 2018 18,0,11 RSU23828
argoSGRNW\Lotll9KensingtonReserveLargoBGRNW.rup Calc = MJ8 House faces: NW
0 9.69 116 21.1 254
0 9.69 291 22.0 659
0 9.69 145 22,0 330
0 10,8 259 12.0 289
0 10.8 193 12,0 215
0 10.8 452 12.0 504
30,0 0.89 1153 114 2263
11.0 2.16 857 1.12 444
0 27.4 2835 0 0
2018-Apr-06 16:01:24
Page 2
Project Summary
Job: Lot,119KensingtonReser
wrightsoft' Date: 7/25/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3883 CRAWLEY DOWN LOOP, SANFORD, FL32773
Notes: L.S. 4-6-18 SRP
Weather:
Winter Design Conditions
Outside db 42 OF
Inside db 70 OF
Design TD 28 OF
Heating Summary
Structure 18870 Btuh
Ducts 3085 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 21955 Btuh
Infiltration
Orlando/Jetport, FL, US
Summer Design Conditions
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 20935 Btuh
Ducts 5528 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 26462 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Semi -tight
Fireplaces 0 Structure 2462 Btuh
Ducts 1813 Btuh
Central vent (0 cfm) 0 Btuh
Heating Cooling none)
Area (ft2) 219 2169 Equipment latent load 4274 Btuh
Volume (ft') 18852 18852
Air changes/hour 0.28 0.15 Equipment Total Load (Sen+Lat) 30737 Btuh
Equiv. AVF (cfm) 88 47 Req. total capacity at 0.75 SHR 2.9 ton
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI
Model GSZ140361K
AHRI ref 8242629
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 33 OF
Backup:
8.5 HSPF
32600 Btuh @ 470F
26 OF
1160 cfm
0.053 cfm/Btuh
0.30 in H2O
Input = 0 kW, Output = 0 Btuh, 100 AFUE
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI...
Cond GSZ1 40361 K
Coil ASPT47D14A
AHRI ref 8242629
Efficiency 12.5 EER, 15 SEER
Sensible cooling 26100 Btuh
Latent cooling 8700 Btuh
Total cooling 34800 Btuh
Actual air flow 1160 cfm
Air flow factor 0.044 cfm/Btuh
Static pressure 0.30 in H2O
Load sensible heat ratio 0.86
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Apr-06 16:01:24
Right-SuiteO universal 2018 18.0. 11 RSU23828 Page 1llczk ..argoB(3RNW\Lotll9KensingtonReserveLargoBGRNW.rup Calc = MJ8 House faces: NW
it wrightsoft Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISGO WAY. SANFORD, FL 32771 hone: 407333-2665 Fax: 407.333-3853 Web: WWW.OEL-AIR.COM
Job: Lot119KensingtonReserveL...
Date: 7/25/2015
By: FJF
1 Room name Entire House great rm
2 Exposed wall 254,5 ft 62.0 ft
3 Room height 8.5 ft 9.3 ft heat/cool
4 Room dimensions 30.0 x 1&0 ft
5 Room area 2205.8 W 480.0 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number BtuhH12--°F) 8tutlft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Coal Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 VL-- 12C-Osw 0.091 ne 2.52 2.85 364 349 880 994 0 0 0 0
G 2A-2om 0.350 ne 9.69 21.97 15 0 145 330 0 0 0 0
13A-2ocs 0201 ne 5.57 5,29 355 322 1793 1705 149 117 649 618
2A-2om 0,350 ne 9,69 21.97 33 0 317 718 33 0 317 718
11 VL-{ 12C-Osw 0.09t se 2.52 2.85 240 210 529 598 0 0 0 0
2A-2om 0,350 se 9,69 21.42 30 3 291 643 0 0 0 0
13A-2ocs 0201 se 5.57 5.29 280 199 1110 1055 280 199 1110 1055
2A-2om 0.350 se 9.69 10.46 33 33 317 342 33 33 317 342
V612C-0sw
2A-2omd 0,620
0.091
se
sw
17,17
2.52
16.92
2,85
48
364
48
337
B24
849
812
959
48
0
48
0
824
0
812
0
2A-2om 0,350 sw 9.69 21.14 12 1 116 254 0 0 0 0
2A-2om 0.350 sw 9.69 21.42 15 1 145 321 0 0 0 0
W 13A-2ocs 0,201 sw 5.57 5.29 252 252 1403 1334 149 149 831 791
12C4Osw 0.091 r1w 252 285 240 180 454 512 0 0 0 0
2A-2om 0.350 rtw 9.69 21.97 15 0 145 330 0 0 0 0
2A-2om 0,350 rna 9.69 21.97 30 0 291 659 0 0 0 0
2A-2om 0.350 twv 9.69 21.97 15 0 145 330 0 0 0 0
t--D
13A-2ocs 0,201 rnv 5.57 5.29 79 55 308 293 0 0 0 0
it DO 0.390 nw 10.80 12.03 24 24 259 289 0 0 0 0
P 12C-Osw 0.091 252 1.45 350 332 837 482 0 0 0 0
L___o 11DO 0,390 n 10,80 12.03 18 18 193 215 0 0 0 0
C 168-30ad 0.032 0.89 1.74 1301 1301 1153 2263 0 0 0 0
F 20P-11t 0.078 2.16 1.12 397 397 857 444 0 0 0 0
F 22A-tO 0,989 27,40 0.00 905 104 2835 0 480 62 1699 0
6 c) AED excursion 0 389
Envelope loss/gain 16199 15881 5747 3947
12 a) Infiltration 2670 904 711 241
b) Room ventilation 0 0 0 0
13 internal gains: Occupants @ 230 5 1150 4 920
Appiiancesiother 3000 600
Subtotal (lines 6 to 13) 1 18870 20935 16458 5707
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 18870 20935 6458 5707
15 Duct loads 16 % 26 % 3085 5528 I Oa/ 101% 646 571
Total room bad 21955 264621 7104 6278
Air required (cfm) 1160 1160 375 275
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
rnl+ wr igh t ,QtMt 2018-Apr-06 16:01:24
Right-SuiteO Universal 2018 18.0,11 RSU23828 Page 1
argoBGRNW\Lot119KensingtonReserveLargoBGRNW_rup Caic ro MJ8 House laces: NW
d,
qr wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot 11 Wen singto n ReserveL
Date: 7/25/2015
By: FJF
I Room name pdr mud rm
2 Exposed wall 0 It 6.0 If
3 Room height 9.3 If heat/cool 9.3 It heat/cool
4 Room dimensions. 4.5 x 8.0 It 6.0 x 6.0 It
5 Room area 36.0 It' 36,0 ft2
Ty Construction
number
U-value
BtutVttl-'F)
Or HTM
BtuWft2)
Area (ft2)
or perimeter (ft)
Load
6tuh)
Area ftq
or perimeter (ft)
Load
Bt h)
Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool
6 VLG 0sw
12C2A-
2om 13A-
2ocs OM1
0,
350 0201
ne
ne,
ne
2.
52 9.
69 5.
57 2.
85 21.
97 5,
29 0
0
75
0
0
75
0
0
416
0
0
395
0
0
0
0
0
0
0
0
0
0
0
0
11
t-11 2A-
tom 12C-
Osw 0.
350 0M1
ne
se
9.
69 2.
52 21.
97 2,
85 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-
tam 13A-
2ocs 2A-
2om 03W
0.
201 0.
350 se
se
se
9,
69 5.
57 9,
69 21,
42 5.
29 10.
46 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-
2omd 12C-
0sw 0.
620 0,
091 se
sw
17.
17 2.
52 16,
92 2.
85 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
2A-
2orn 2A-
2orn 13A-
2ocs 0.
350 0.
350 0.
201 sw
sw
sw
9,
69 9.
69 5.
57 21A4
21.
42 5,
29 0
0
0
0
0
0
0
0
0
0
0
0
0
0
56
0
0
56
0
0
312
0
0
297
12C-
Osw 2A-
2om 0.
091 0,
350 rrw
nw
2.
52 9.
69 285
21.
97 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-
2om 2A-
2om 0350
0350
rrw
rvw,
9.
69 9,
69 21.
97 21.
97 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
3A-2ocs 0.201 rrw 5.57 5.29 0 0 0 0 0 0 0 0 t
11DO 12C-
Osw 0.
390 0.
091 riw
Mao 2.
52 12.
03 1.
45 0
0
0
0
0
0
0
0
0
79
0
61
0
155
0
89
o
P
L-
o 11DO 0,3% n 10,80 12.03 0 0 0 0 18 18 193 215 C
1613-30ad 0,032 0.89 1.74 0 0 0 0 0 0 0 0 F
20P-11t 0.078 2,16 1.12 0 0 0 0 0 0 0 0 F
22A-tpI 0.%9 27.40 0.00 36 8 219 0 36 6 164 0 6
c) AED excursion 27 40 Envelope
loss/gain 635 368 8241 561 12
a) Infiltration 92 31 69 23 b)
Room ventilation 0 0 01 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 727 399 893 5154 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 727 399 1 89 3 584 1151DuctloadsI10% 101/6 73 40 to,/. 10,/ 89 58 Total
mom load 799 439; 9821 64.3 Air
required (cfm) 42 19, 52 2j 8Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. Right-
S.iteO Universal 2018 18.0. 11 RSU23828 2018-
Apr-06 16:01 :24 Page
2 argoBGRNW\
Lotll9KensingtonReserveLargoBGRNW.rup Cale = M,18 House lacesi NW
d 1
7- wrightsoft, Right -JCS Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONING
h531CODISCOWAY, SANFORD, FL 32771 hone: 407333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot11911(ensingtonReserveL
Date: 7/25/2015
By: FJF
I Room name kitchen mstr rm
2 Exposed wall 27.5 ft 30.5 ft
3 Room height 9.3 ft heat/cool 8,0 ft heat/cool
4
5
Room dimensions
Room area
1.0 x 352.5 ft
352.5 1112
1.0 x 251.5 I'll
251.5 f?
Ty Construction U-value Or HTM Area (ft2) Load Area (flq Load
number BlutVftl-'F) Btu ft') or perimeter (ft) Bt h) or perimeter (ft) Btuh)
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool
6 VL( 120-Osw
2A-2orn
13A-20cs
OMl
0,350
0.201
ne
ne
no
2.52
9,69
5.57
2.85
21.97
5.29
0
0
131
0
0
131
0
0
728
0
0
692
136
0
0
136
0
0
343
0
0
387
0
0
1
t-.G
VL_43
2A-2om
12C-Osw
0.350
OMl
ne
se
9.69
2.52
21.97
285
0
0
0
0
0
0
0
0
0
108
0
78
0
197
0
222
2A-2om
13A-2ocs
2A-2orn
0.350
0.201
0.350
se
se
se
9.69
5,57
9.69
21.42
5.29
10.46
0
0
0
0
0
0
0
0
0
0
0
0
30
0
0
3
0
0
291
0
0
643
0
0
V612C-Osw
2A-2omd 0.620
0091
se
sw
17.17
2.52
16.92
2,85
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
2A-2om
2A-2om
13A-2ocs
0.350
0350
0.201
sw
sw
sw
9.69
9.69
5.57
21.14
21.42
5.29
0
0
47
0
0
47
0
0
260
0
0
247
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
01091
0,350
nw
rrw
252
9.69
285
21.97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0TE
12C-Osw
2A-2orn
2A-2om
1 3A-2ocs
0,350
0350
0.201
rrw
nw
rvw
9.69
9.69
5.57
21.97
21.97
5.29
0
0
79
0
0
55
0
0
308
0
0
293
0
0
0
0
0
0
0
0
0
0
0
0t__.D 11DO
12C-Osw
0.390
0.091
nw 10.80
252
12.03
1.45
24
271
24
271
259
682
289
393
0
0
0
0
0
0
0
0R
L__D 11DO 0.390 n 10.80 12,03 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1,74 0 0 0 0 252 252 223 437
F 2OP-11t 0,078 2,16 1.12 0 0 0 0 0 0 0 0
F 22A-tol 0M9 27.40 0.00 353 28 753 0 0
1
0 0 0
1
6 c) AED excursion 2051 171
Envelope loss/gain 2990 1708 1053 law
12 a) Infiltration
b) Room ventilation
315
0
107
0
300
0
101
0
13 Internal gains: Occupants @ 230 0 0 1 230
Appliances/other 1200 600
Subtotal (lines 6 to 13) 3306 30151 13531 2792
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 3306 3015 1353 2792
15 Duct bads 101/61 101/61 331 301 26% 1 41% 352 11331
Total room load 1 36361 3316 1 1705 3925
Air required (cfm) I 192 1 145, 1 90, 172
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
P4 2018-Apr-06 16:01:24
Right-Suitee Universal 2018 18,0,11 RSU23828 Page 3
argoBGRNW\Lotll9KensingtonReserveLargoBGRNW.rup Calc=M,18 House laces: NW
d I..
9- wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISGO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-3333853 Web: WWW.DEL-AIR.COM
Job: Lot I I Wen singto n ReserveL
Date: 7/25/2015
By: FJF
1 Room name rm 3 wic rm 2
2 Exposed wall 12.0 ft 7.0 ft
3 Room height 0 ft heat/cool 0 ft heat/cool
4
5
Room dimensions
Room area
TO x 5.0 ft
35,O ft'
1.0 x 149.8 ft
149.8 ft2
Ty Construction U-value Or HTM Area (ft') Load Area (W) Load
number BtulVftl-'F) Btuh/ft') or perimeter (ft) Bt h) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat cool
6 12c-0sw
2A-2om
0,091
0.350
ne
ne
2.52
9,69
2.85
21.97
40
0
40
0
101
0
114
0
20
0
20
0
50
0
57
0
13A-2ocs 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0
11 VL.G
2A-2om
12C-Osw
0.350
01091
ne
se
9,69
2.52
21.97
2.85
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om 0.350 se 9,69 21.42 0 0 0 0 0 0 0 0
13A-2ocs
2A-2om
0.201
0.350
se
se
5,57
9.69
5,29
10.46
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2omd
12C-Osw
0.620
0.091
se
sw
17.17
2.52
16,92
2.85
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2orn
2A-2om
0.350
0.350
sw
sw
9.69
9.69
21.14
21.42
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W 13A-2ocs 0,201 sw 5,57 5.29 0 0 0 0 0 0 0 0
12c-0sw
2A-2om
0.091
0,350
rpN
rtw
2.52
9.69
285
21.97
56
0
41
0
103
0
117
0
36
15
21
0
53
145
60
330
2A-2om
2A-2om
0,350
0.350
rw
rrw
9.69
9,69
21,97
21,97
15
0
0
0
145
0
330
0
0
0
0
0
0
0
0
0
1 3A-2ocs 0201 rrw 5,57 5.29 0 0 0 0 0 0 0 0
t 11130
1 2c-0sw
0.390
0*091
rrw 10.80
252'
12.03
1.45
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
o
too 0390 n 10M 12.03 0 0 0 0 0 0 0 0
C 16B-30ad 0M2 0.89 1.74 35 35 31 61 150 150 133 260
F 20P-11t 0.078 2,16 1,12 35 35 76 39 84 84 180 93
F 22A-tol 0.989 27,40 0.00 0 0 0 0 0
1
0 0 0
1
6 c) AED excursion 1171 115
Envelope loss/gain 456 7771 562 916
12 a) Infiltration 118 40 69 23
b) Room ventilation 1 0 0 1 0 0
13 Internal gains: Occupants (od) 230 0 0 0 0
Appliances/other 0 1 0
Subtotal (lines 6 to 13) 574 817 6311 9.39
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 574 817 631 939
15 Duct loads 26% 41% 149 331 26%1 41% 164 381]
Total room load 723 1148 1 795 1320
Air rehired (ctm) I 1 1
38, 50, 42, 58
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Apr-06 16:01:24
Right-Suileb Universal 2018 18.0. 11 RSU23828 Page 4
argoBGRNW\Lotll9KensingtonReserveLargoBGRNW.rup Calc = MJ8 House faces: NW
9w wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM
Job: Lot I I Wen sing ton ReserveL
Date: 7/25/2015
By: FJF
I Room name rm 3 bth 1
2 Exposed wall 25.0 it 5.5 ft
3 Room height 8.0 It heat/cod 8.0 ft heat/cool
4
5
Room dimensions
Room area
14.5 x 10.5 ft
152.3 fV
wo x 5.5 It
60,5 112
Ty Construction U-value Or HTIVI Area (w) Load Area qt Load
number Btutvft2--F) Btutvft2) or perimeter (it) Btuh) or perimeter (tt) Bt h)
I
Heat Cool I Gross N/P/S Heat Cool Gross N/P/S Heat cool -J
6 VL_G
12C-Osw
2A-2om
13A-2ocs
0.091
0.350
0.201
ne
no
ne
2.52
9.69
5.57
2.85
21,97
5,29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
t-G
1G
2A-2orn
12C-Osw
0.350
0.091
ne
se
9,69
2.522
21.97
Z85
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V613A-2ocs
2A-2orn
2A-2om
0.350
0.201
01350
se
se
se
9.69
5.57
9.69
21.42
5,29
10,46
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2omd
12C-Osw
0.620
0M1
se
sw
17.17
2.52
16.92
2,85
0
84
0
84
0
212
0
239
0
44
0
44
0
ill
0
125
1=2 2A-2orn
2A-2om
13A-2ocs
0.350
0.350
0.201
sw
sw
sw
9:69
9,69
5.57
21.14
211.42
5.29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
2A-2orn
0,091
0.350
nw
rw
2.52
9.69
285
21,97
116
0
86
0
217
0
245
0
0
0
0
0
0
0
0
0TE
12C-Osw
2A-2om
2A-2om
1 3A-20cs
0.350
0350
0.201
nw
rw
rrw
9,69
9,69
5.57
21,97
21.97
5.29
15
15
0
0
0
0
145
145
0
330
330
0
0
0
0
0
0
0
0
0
0
0
0
0tD11DO12C-
Osw 0.
390 0.
091 nw
10.80 2.
52 12.
03 1.
45 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
RL___
D 11D0 0,390 n 10.80 12.03 0 0 0 0 0 0 0 0 C
16B-30ad 0.032 OM 1.74 152 152 135 265 61 61 54 105 F
20P_11t 0,078 216 1.12 152 152 329 170 61 61 131 68 F
22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 216 20 Envelope
loss/gain 1183 1795 2951 278 12
a) Infiltration 246 83 54 18 b)
Room ventilation 1 0 01 0 of 13
Internal gains: Occupants P 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 1429 1878 349 296 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1429 1878 349 296 b
Duct loads 1 26% 411% 372 762 261% 41%1 911 120 Total
room load 1 1801 2640 440 1417 Air
required (cfm) 95 116 231 18 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. Right-
SuiteO Universal 2018 18,0,11 RSU23828 2018-
Apr-06 16:01:24 Page
5 A
C; ... argoBGRNW\Lotll9KensinglonReserveLargoBGRNW,rup Calc = MJ8 House faces: NW
d_L_
9w wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD. FL 32771 none: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR,COM
Job: Lot 11 Wen singto n ReserveL...
Date: 7/25/2015
By: FJF
1 Room name laundry rm 4
2
3
Exposed wall
Room height
5.5 it
8.0 ft heat/cool
11.0 it
0 ft heat/cool
4
5
Room dimensions
Room area
6,5 x 5.5 ft
35.8 ft2
1.0 x 132.3 ft
132.3 112
Ty Construction
number
Ul-value
BtutVft4.F)
Or HTIVI
B I ft2)
Area . (ft2)
or perimeter (ft)
Load
Bt h)
Area (W)
or perimeter (ft)
Load
Btuh)
Heat cool Gross N/P/S Heat cool Gross I N/P/S Heat Cool
6
11
Vt_G
12C-Osw
2A-2om
13A-2ocs
2A-2orn
2A-2orn
13A-2ocs
2A-2om
2A-2omd
12C-Osw
2A-2om
2A-2om
13A-2ocs
12C-Osw
2A-2om
2A-2orn
2A-2orn
13A-2ocs
11DO
12C-Osw
11D0
0.091
0.350
0.201
0,350
0.091
O.350
0201
0.350
0.620
0.091
0.350
0.350
0.201
0 , 091
0.350
0,350
0.350
0.201
0.390
01091
0,390
ne
ne
ne
ne
se
se
se
se
se
sw
sw
sw
sw
nw
rrw
nw
nw
rrw
nw
n
2.52
9.69
5.57
9.69
2.52
9.69
5.57
9.69
17.17
2.52
9.69
9.69
5,57
252
9.69
SM
9A9
5.57
10.80
2,52
10.80
2.85
21,97
5.29
21.97
2.85
21.42
5.29
10.46
16.92
2.85
2114
211.42
5.29
2 ' 85
21.97
21.97
21.97
5'29
12.03
11.45
12.03
0
0
0
0
0
0
0
0
0
44
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
44
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
ill
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
125
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
88
0
15
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
73
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
184
0
145
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
208
0
321
0
0
0
0
0
0
0
0
0
Vjt
VLG12C-Osw
W
t--D
R
L--o
C
IF
1613-30ad
2OP-11t
0M2
0.078
0.89
2,16
1.74
1.12
36
18
36
18
32
38
62
20
132
0
132
0
117
0
230
0
F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 531 1 109
Envelope loss/gain 180 1541 4471 869
12 a) Infiltration
b) Room ventilation
54
0
18
0
108
0
37
01
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 600 0
Subtotal (lines 6 to 13) 234 773 555 905
Less external lead 0 0 0 0
14
15
Less transfer
Redistribution
Subtotal
Duct bads 26% 41%
0
0
234
61
0
0
773
314 26%, 41%
0
0
555
144
0
0
905
36
Total room load
Air required (cfm)
295
16,
1086
48
699
37.
1273
56
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
0, 11 RSU23828
2018-Apr-06 16:01:24
Right -Suited Universal 2018 1 8 Page 6
argoBGRNW\Lotll9KensingtonReserveLargoSGRNW.rup Calc = MJ8 House faces: NW
d-L. 9- wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Wet): WWW.DEL-AIR.GOM
Job: Lot11 SiKensington ReserveL
Date: 7/25/2015
By: FJF
1 Room name mstr bth mstr wic
2
3
Exposed wall
Room height
22.0 it
8.0 ft heat/cool
7.5 it
8.0 it heat/cool
4
5
Room dimensions
Room area
1.0 x 111.0 it
111.0 ft2
7.5 x 5.0 It
37.5 ft2
Ty Construction
number
U-value
BtutVttl-'F)
Or HTM
Btu ft2)
Area . (w)
or perimeter (fl)
Load
Bt h)
Area (ft2)
or perimeter (it)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat I C.1
6 12C-Osw
2A-torn
13A-2oc,s
01091
0350
0.201
ne
ne
ne
2,52
9.69
5.57
2.85
21.97
5.29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
Y-G 2A -2om 0.350
OM1
ne
se
9.69
Z52
21,97
Z85
0
72
0
72
0
181
0
205
0
60
0
60
0
151
0
171Vf12C-Osw
13A-2ocs
2A-2om
0350
0.201
0.350
se
se
se
9.69
5.57
9.69
21.42
5.29
10.46
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G2A-2om
2A-2omd
12C-Osw
0.620
0M1
se
sw
I7.17
2.52
16.92
2.85
0
104
0
92
0
232
0
262
0
0
0
0
0
0
0
0
W
2A-2om
2A-2onn
13A-2ocs
12c-0sw
2A-2orn
0.350
0,350
0.201
0,091
0.350
sw
sw
sw
rrw
nw
9,69
9.69
5.57
2.52
9.69
21,14
21,42
5.29
2.85
21.97
12
0
0
0
0
1
0
0
0
0
116
0
0
0
0
254
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2A-2orn
3A-2ocs1__
0
0.350
0.350
0.201
nw
rrw
nw
9.69
9.69
5.57
21.97
21.97
5.29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0t11DO
12c-0sw
11DO
16B-30ad
0.390
0.091
0.390
0,032
rrw
n
10.80
2.52
10.80
0,89
12.03
11.45
12,03
1.74
0
0
0
111
0
0
0
ill
0
0
0
98
0
0
0
193
0
0
0
38
0
0
0
38
0
0
0
33
0
0
0
65
R
L__D
c
F 2OP-111 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 70 17
Envelope lossigain 628 983 1841 219
12 a) Infiltration
b) Room ventilation
216
0
73
0 7410
25
0
13 Internal gains: Occupants @ 230 0 01 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 844 1056 258 244
Less external load 0 0 0 0
Less transfer
Redistribution
0
0
0
0
0
0
0
0
14 Subtotal 844 1056 258 244
15 Duct loads 261% 1 41%1 220 429 26% 1 41% 671 99
Total room load 1 10641 1485 1 3251 343
Air recluired (ctm) 56 651 171 151
Calculations ap proved by ACCA to meet all requirements of Manual J 8th Ed.
Right-SuiteO Universal 2018 18.0, 11 RSU23828
2018-Apr-06 16:01:24
Page 7
argoBGRNW Lotll9KensingtonReserveLargoBGRNW.rup Calc = M,18 House faces: NW
A.L.
wrightsoftm Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIONINC
531 CODISCO WAY, SANFORD, FL32771 hone: 407-3 3-2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot IIWen sin gtonReserveL .. Date:
7/25/2015 By:
FJF 1
Room name mstr wic int mstr we 2
Exposed wall 0 ft 0 If 3
Room height 8.0 ft heat/cool 8,0 If heat/cool 4
5
Room
dimensions Room
area 5.
5 x 4.5 It 24.
8 ft' 5.
5 x 4.0 ft 22.
0 W Ty
Construction U-value Or HTM Area (ftz) Load Area OF) Load number
Btuh/ftl-°F) Btut W) I or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heal
Coal Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
Vt- 12C-Osw 0.091 ne 2.52 Z851 0 0 0 0 0 0 0 0 G
2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 13A-
2ocs 0.201 ne 5.57 5.29 0 0 0 0 0 0 0 0 2A-
2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0 11
Vl-(a 12C-
Osw 0,091 se 2.52 2.85 0 0 0 0 0 O 0 0 2A-
2om 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0 13A-
2ocs 0201 se 5.57 5,29 0 0 0 0 0 0 0 0 2A-
2om 0.350 se 9.69 10.46 0 0 0 0 0 0 0 0 2A-
2omd 12C-
Osw 0.
620 0.
091 se
sw
17.
17 2.
52 16.
92 Z85
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-
2om 0.350 sw 9.69 21.14 0 0 0 0 0 0 0 0 2A-
2om 0,350 sw 9.69 21.42 0 0 0 0 0 0 0 0 W
13A-2ocs 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0 0.
091 nw 2.52 2.85 0 0 0 0 0 0 0 0 2A-
2om 0.350 rrw 9,69 21.97 0 0 0 0 0 0 0 0 TE12C-
Osw 2A-
2om 0.350 rw 9.69 21.97 0 0 0 0 0 0 0 0 2A-
2om 0.350 rw 9.69 21.97 0 0 0 0 0 0 0 0 yl-.
1D
13A-
2ocs 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0 11DO
12C-
Osw 0.
390 0.
091 nw
10.80 2.
52 12,
03 1.
45 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
PPL.-
D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C
16B-30ad 0,032 0.89 1.74 25 25 22 43 22 22 20 38 F
20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F
22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 3 2 Envelope
loss/gain 22 40 20 36 12
a) Infiltration 0 0 0 0 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 10 Subtotal (
lines 6 to 13) 22 40 20 36 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 22 40 20 36 15
Duct bads 126°! 41% 6 16 269/6 1 41% 5 15 Total
room bad 28 57 25 50 Air
required (cfm) 1 2 1 2 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-
Apr-06 16:01:24' Right-
Suite* Universal 2018 18.0.11 RSU23828 Page 8 argoBGRNW\
Lotll9KensingtonReseFveLargoBGRNW.rup Calc = MJ8 House faces: NW
d a
9w wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CqNDITIQNING
531 CODISCO WAY, SANFORD, FL32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM
Job: Lot I I Wen sin gto n ReserveL
Date: 7125/2015
By: FJF
1 Room name loft
2 Exposed wall 25.0 ft
3 Room height 8,0 ft heat/cool
4 Room dimensions 1.0 x 289.0 ft
5 Room area 289.0 ft2
Ty Construction
number
U-value
Btuhift 2,-F)
Or HTM
Btu fill
Area (ft
or perimeter (ft)
Load
Bt h)
Area
or perimeter
Load
Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat CoolI
6 t 12C-Osw 0.091 ne 2.52 2,85 168 153 386 436
2A-2Dm 0.350 ne 9,69 21.97 15 0 145 330
13A-2ocs 0.201 ne 5.57 5.29 0 0 0 0
2A-2orn 0.350 ne 9.69 21.97 0 0 0 0
1 1 VL-G
0sw 0.091 Se 2,52 Z85 0 0 0 021'AC2orn 0,350 se 9.69 21.42 0 0 0 0
13A-2ocs
2.A-2om
0.201
0.350
se
se
5.57
9.69
5.29
10.46
0
0
0
0
0
0
0
0
2A-2omd 0.620 se 17.17 16.92 0 0 0 0
12C-Osw 01091 SW 2.52 2.85 0 0 0 0
2A-2om
2A-2orn
0.350
0.350
sw
sw
9.69
9.69
21.14
21,42
0
0
0
0
0
0
0
0
W 13A-2ocs 0.201 sw 5.57 5.29 0 0 0 0
0.091 rrw 2,52 2,85 32 32 81 91
2A-2om 0,350 rrw 9.69 21,97 0 0 0 0TE
12C-Osw
2A-2om O.350 nw 9,69 21,97 0 0 0 0
2A-2orn 0.350 nw 9.69 21.97 0 0 0 0
t 1 3A-2ocs 0.201 nw 5.57 5.29 0 0 0 0
11DO 0.3% nw 10.80 12,03 0 0 0 0D
OIM 252' 1,45 0 0 0 0L-D2C-Osw
1 DO11 0.390 n 10.80 1ZO3 0 0 0 0
C 16B -30ad 0M2 OM 1.74 289 289 256 503
F 20P-11t 0,078 2,16 1A2 48 48 104 54
F 22A-tol 0.989 27.40 OM 0 0 0 0
6 c) A ED excursion 43
Envelope loss/gain 972 1370
12 a) Infiltration 246 83
b) Room ventilation 0 0
13 Internal gains: Occupants @ 230 0 0
Appliancesiother 0
Subtotal (lines 6 to 13) 1217 1453
Less external load 0 0
Less transfer 0 0
Redistribution 0
14 Subtotal 1217 1453
15 Duct loads 26% 41% 317 590
Total room load 1534 2043
Air required (cfm) 1 81 90
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
4' we lghtsof°C 2018-Apr-06 16:01:24
A'4w- Right-SuiteO Universal 2018 18,0. 11 R U23828 Page 9
Aonk . 'argoBORNW\LotllgKensingtonReserveLargoBGRNW,rup Cale = M,18 House faces: NW
wrightsoft Duct System Summary Job: Lot1l9lKensingtonReser
Date: 7/25/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM
For: RYAN HOMES
3883 CRAWLEY DOWN LOOP, SANFORD, FL32773
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
0202 in/ I 00ft
1160 cfm
Cooling
0.30 in H2O
0.06 in H2O
024 in H2O
O. 120 / 0.120 in H2O
0.202 in/100ft
1160 cfm
119 ft
Supply Branch Detail Table
Name
Design
Btuh)
Htg
cfm}
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg. Eqv
Ln (ft) Trunk
bth 1 h 440 23 18 0.237 4.0 Ox 0 VlFx 16.1 85.0 stl
great rm h 3552 188 138 0208 0 Ox 0 VlFx 23.2 92.0 st2
great rm-A h 3552 188 138 0.218 8.0 Ox 0 VlFx 18.0 92.0 st2
kitchen h 3636 192 145 0.219 8.0 Ox 0 VlFx 17,4 92.0 st2
laundry c 1086 16 48 0.235 4.0 Ox 0 VlFx 16.9 85A SO
loft C 2043 81 90 0.295 6.0 Ox 0 VlFx 11.3 70.0
mstr bth C 1485 56 65 0.295 5.0 Ox 0 VlFx 11.3 70.0
mstr rm c 3925 90 172 0.304 8.0 Ox 0 VlFx 9.1 70.0
mstr we c 50 1 2 0.304 4.0 Ox 0 VlFx 8.9 70.0
mstr wic h 325 17 15 0.294 4.0 Ox 0 VlFx 11.6 70.0
mstr wic in( c 57 1 2 0.326 4,0 Ox 0 VlFx 15 70.0
mud rm h 982 52 28 0.212 4.0 Ox 0 VlFx 213 92.0 st2
pdr h 799 42 19 0.202 4.0 Ox 0 VlFx 27.1 92.0 st2
rm 2 C 1320 42 58 0.232 6.0 Ox 0 VlFx 18,4 85.0 stl
rm 3 C 2640 95 116 0.227 6.0 Ox 0 VlFx 20.8 85.0 stl
rm 3 wic c 1148 38 50 0.209 4.0 Ox 0 VlFx 29.8 85.0 SO
rm 4 c 1273 37 56 0.300 6.0 Ox 0 VlFx 10.1 70.0
Trunk Htg Clg Design Veloc Diarn H x W Duct
Name Type cfm) cfm) FR f pm) in) in) Material Trunk
st2 Peak AVF 662 468 0.202 619 14.0 0 x 0 VinlFlx
stl Peak AVF 214 290 0.209 531 10.0 0 x 0 VinIFIx
wrightsaft, Right -Suite® Universal 2018 18,0. 11 RSU23828
ACCK ... argoBGRNW\Lotll9KensingionReserveLargoBGRNW.rup Calc = MJ8 House faces: NW
2018-Apr-06 16:01:25
Page 1
Name
Grille
Size (in)
Htg
cfm)
CIg
cf M)
TEL
ft)
Design
F R
Veloc
fpm)
Diarn
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rbl Ox 0 1160 1160 0 0 0 0 Ox 0 VlFx
wrightsoft,
2018-Apr-06 16:01:25
At —1— —, 1-,,—, 1—- Right-SuilaO Universal 2018 18,0, 11 RSU23828 Page 2
ACCk, ,.arqoBGRNW\Lotll9KensingtonReserveLargoBGRNW.rup Calc = MJ8 House faces: NW
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lotl 19KensingtonReserveLargoBGRNW Builder Name: RYAN HOMES
Street: 3883 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL , 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a seating material.
requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed- shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed, a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
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 spa c as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind p'ping and widpo.
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sprinkler Qgver plaigs gnd walls gr Qgili[las
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400,
4/612018 4:03 PM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
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1'1 ( "" ) t '( ;
DESCRIPTION AS FURNISHED: Lot 119, KENSINGTON ,RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc.
LOT 122
S 40013'15" W
40. 00'
Ok to construct single family home
with setbacks and impervious area
shown on Plan. 4(0.0.1.
V S c7 LOT 119
26.0'
ABC EXTENDED LANAI
5.00, —
5,00' —
300
5.00'
L6
b
PROPOSED MODEL 0 ti
LARGO VS I - 8
GARAGE RIGHT
5.00'
7'
TRY
LOT 120
21.3'
5' OD,
16' DRIVE
25.50 _5.50'
LOT 118
JA
10' UT/L. ESMT.
P.0G. 75.00' Vl
it- - - - - - - - - - - - - -
I I . . . . . . . . . .
5' WALK
CURB
S 40"13'15" W
40. 00'
CRAIVLEr -DOIVIV 100.4P
50' PRIVATE RIW)
FINSHEO SPOT GRADE ELEVATIONSPEOPOORSAEIDNZE PLOT PLAN ONLY NOT A SURVEY FRONT- i'
PLANS PLOT PLAN AREA CALCULATIONS REAR 20'
PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 2,118:f SQUARE FEET OR 46.0% SIDE = 5' FOR 40' LOTS
LOT GRADING TYPE 8 LOT CONTAINS 4,600± SQUARE FEET SIDE 7,5' FOR 60' LOTS
C
PROPOSED FINISH FLOOR PER PLANS = JV7 19,0 LIVING AREA CONTAINS 1,3531 SQUARE FEET SIDE 10' FOR 75' LOTS
CONSLLANAVPORCH CONTAINS 7651 SQUARE FEET SIDE STREET = 25'
CRUSEjUIE.KER -SCOTT ASSOC, 1,1VC - 1AND SURVEYOR 1)
t_Ccr.o LEGEND -
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-14,36
P PLAT P.D.L.POINT ON LINE
NOTES:
VP FIELD TYR. TYPICAL
P
SE V VATURrONPIPEPRICPOINTOFREVERSE
R i1RION ROD POINT OF COMPOUND HE UNDERSIGNED DOES HERESY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OFIT
P,CC. CH COMCRCTC•MONUMENT RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER &/-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FIORIOA STATUES
MAD SET 1/2, LR /#LB 4596 R. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SE4, THIS SURVEY MAP OR COPIES ARE NOT VALID.
RCC RECOVERED wp. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION F7JRNISHE0 TO THE SURVEYOR. THERE MAY RE OTHER RESTRICTIONS
o
POINT OF BEGINNING CALL. • CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY,
POINT OF COMMENCEMENT PRA PERMANENT REFERENCE HDMVMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
CENTERLINE FF. FINISHED FLOOR ELEVATION
NLD NAIL O.St. BUILDING SETBACK LINESKAY
S. THIS SURVEY 15 PREPARED FOR THE SOLE BENEFIT OF THOSE C&FITIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY,
IIIQ/, • R1 , I OF SM, ENCHRARM 6. DIMENSIONS SHOWN r CATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNES, OR THE LOCATION
ESMT. EASEMENT D.B. BASE BEARING 7, BEARINGS, ARE E14SCO ASSUMED DATUM AND ON THE UNE SHOWN AS BASE BEARING (B.S.)
DRAIN, DRAINAGE 8' ELEVATIONS, IF SHOWN, ARE aASCE, ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED
UTIL UTILITY
CLFC, CHAIN L FENCE 91 CERTIFICATE OF AUTHORIZATION No. 4596.
DFC, WOOD FENCE
C/8 CONCACTE BLOCK SCALE F_ I- - 20 DRAWN BY: ...
P.C.OINT OF CURVATURE
PT POINT OF TANGENCY CERTIFIED BY. DATE ORDER No,
LESC DESCRIPTION
HRADIUS NGTCCLTA PLOT PLAN 03-27-2016 1821 - 18
D DEL
C CHORD
C B CHORD REARING
NORTH
V
THIS ITLI(L00401PROPERTY DOES NOT Lie WITHIN
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM' jd!RUCeNj:RR.L.4714
OTT, R L
R5 ZZONEY'
MAP # 12117CO09OF (09-28-07) S1
4801
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
S A III'- C, D
Permit #
Project Location Address:'7 &,2
As required by Florida Statute 553.842 and Florida Adminis*QtWe Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized onthe construction project forvvh|chyouanaapp|yingfo[abu||dingpenniL VVerecommend that you contact
your local product supplier should you not know the product approval number for any of the applicable |isbsU
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
beobtained at . The following information
must be available on the jobsite for inspections: 1-l[his
entire product approval form Categoryl Subcategory Manufacturer
Product Florida Approval # 1. Exterior Doors
Automatic Other 2.
Windows
Single
Hung Ply
Gem 1500 16103 Horizontal Slider Casement
Double Hung
Fixed
Awning Pass
Through
Pr
ectecl Mullions
Ply Gem
1500 16118 Wind Breaker Dual
Action Other
I
Categoty/Subcategory Manufacturer Product
Descri ttion
Florida Approval #
includinc,decimq
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 meats InterWrap Inc. Rhino Roof Underlayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Water raofin
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofin slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofin S stems
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 deqtTAIL_
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Engineered Lumber
Rallin
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
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
0
AL al l
PH: 772-409-1010
FX 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER: RYAN HOMES
PROJECT KENSINGTON RESERVE
COUNTY: SEMINOLE
LOT/BLK/MODEL: LOT. 119 / MODEL: LARGO V1 l ELEV: B GAR R
a
a 0 a
Lumber design values are in accordance with ANSI/TPi 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCLG1BE9 A-1 Roof Trusses
4451 St Lucie Blvd
Site Information:
Fort Pierce, FL 34946
Customer Info: RYAN HOMES Project Name:
Lot/Block: Model: LARGO v1 "B"
Address: Subdivision:
City: County: VARIES State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC20171TPI2014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150 MPH
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes -90 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 A0219160 A01 1/17/18 13 A0219172 CJ3 1/17/18 25 A0219184 F1.04 1/17/18
2 A0219161 A02 1/17/18 14 A0219173 CJ4E 1/17/18 26 A0219185 FL05 1/17/18
3 A0219162 A03 1117/18 15 A0219174 CJ5 1/17/18 27 A0219186 FL06G 1/17/18
4 A0219163 A04 1/17/18 16 A0219175 E01 1/17/18 28 A0219187 FL07GE 1/17/18
5 A0219164 A05 1/17/18 17 A0219176 F03 1/17118 29 A0219188 FL08 1/17/18
6 A0219165 A06 1/17/18 18 A0219177 F04 1/17/18 30 A0219189 FL09 1/17/18
7 A0219166 803 1/17/18 19 A0219178 F05 1/17/18 31 A0219190 FL10 1/17/18
8 A0219167 B03GE 1/17/18 20 A0219179 FG02 1/17/18 32 A0219191 FL11 1/17/18
9 A0219168 B04 1117/18 21 A0219180 FG03 1/17/18 33 A0219192 FL12GE 1/17/18
10 A0219169 CA 1117/18 22 A0219181 FL01 1/17/18 34 A0219193 HJ2A 1/17/18
E 11 A0219170 CAA 1/17/18 23 A0219182 FL02GE 1117/18 35 A0219194 HJ3A 1/17/18
12 A0219171 CJ2E 1117/18 24 A0219183 FL03 1/17118 36 A0219195 HJ6E 1/17/18
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses.
Ltd.
Truss Design Engineer's Name: Anthony Tombo ill
My license renewal date for the state of Florida is February 28,2019.
NOTE:The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown.
The suitability and use of components for any particular building is the responsibility of the
building designer, per ANSUTPIA Sec. 2.
The Truss Design Drawing(s)(TDD(sj) 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 NI PE by (Al Roof
Trusses or specific location]. These TDDs (also referred to at times as 'Structural
Engineering Documents') are specialty structural component designs and may be part of the DN: GW'
project's deferred or phased submittals. As a Truss Design Engineer (i.e., Speciawhony T. Tombo, Ill O-W—
Engineer), the seal here and on the TDD represents an acceptance of professional pi*ro , s. ion i
engineering responsibility for the design of the single Truss depicted on the TDD only, The
a`.1', 201
Building Designer is responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs and all Anthony Tom
related notes.
tit Fit+ttt
mo woo
12
P.E.
3BBCA22100 0000004C1287DF Page 1 of 2
Lumber design values are in accordance with ANSI1TPI 1-2007 section 6,3
A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCLG I BE9
No. Seal # Truss Name Date
137 A0219196 HJ7 1/17/18
38 A0219197 J2A 1/17/18
i39 A0219198 J3A 1/17118
40 A0219199 ME 1/17/18
141 A0219200 J7 1/17/18
42 A0219201 M7G 1/17/18
43 A0219202 VM3 1/17/18
44 A0219203 VM5 1/17/18
45 STDI-01 STD. DETAIL 1/17118
8146STDI-02 STD. DETAIL 1/17/188
i 47 STDI-03 STD, DETAIL 1/17/18
48 STDI-04 STD. DETAIL 1 81/17/18
49 STDI-05 STD. DETAIL 1/17/18
50 STDI-06 STD, DETAIL 1/17/18
51 STDI-07 STD. DETAIL 1/17/18
52 STDI-08 STD. DETAIL 1/17/18
53 STDI-09 STD. DETAIL 1/17/18
154 STDL10 STD. DETAIL 1/17/18
55 STDL1 1 STD. DETAIL 1/17/18
56 STDL12 STD. DETAIL 1/17/118
157 STDL13 STD, DETAIL 1/17/18
58 STDL14 STD. DETAIL 1/17/18
59 STDL15 STD, DETAIL 1/17118
60 STDL16 STD, DETAIL 1/17/18
Page 2 of 2
V1
W?,CLG1B69 IA01 I Hip Girder
A0219160
Al Roof Fort -Pierce, FL 34946, design@a-l-truss.com-_ Run: _8120-s --Nov 12-20-17 -Print: 8.120s Nov 12 2017 MiTek Industries, Inc. Tue Jan 1609:34:48 2018 Pagel
ID:hA3xRN7kH8GY - sQsevricy2zOBnp-4nMOmiTTINGmv6YcH3SiBDb3hPcVsleF2NHE91 zuqIr
1- 7-0-0 12-4-9 17-7-7 23-0-0 30-0-9 1 -0
f - 5-4-9 I - __ 5-2-13 _ i-- __ 1_111_1 4_g 7-0-0 _0111 -7-6-0
27 28 " 29 30 11 31 32 33 -
We
2x4 11 U8 500 MT20HS
2x4 11
U6
17-7-7
LOADING (ps" SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Lid
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.29 10-12 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.5810-12 624 240
BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0,11 7 n/a n/a
BCDL 10,0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.26 10-12 999 240
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-4-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 9-3-9 oc bracing.
MiTek recommends
I
that Stabilizers
I
an
I
d -
1
required-
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS, (lb/size)
2 2494/0-3-8 (min. 0-2-1)
7 = 2494/0-3-8 (min. 0-2-1)
Max Herz
2 59(LC 12)
Max Uplift
2 582(LC 4)
7 582(LC 5)
Max Grav
2 = 2494(LC 1)
7 2494(LC 1)
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5140/1148, 3-20=-636711376,
20-2 1 =-6367/1376, 4-21 =-6367/1376,
4-22=-6367/1376, 22-23=-6367/1376,
23-24=-6367/1376, 5-24=-6367/1376,
5-25=-6390/1382, 25-26=-6390/1382,
6-26=-6390/1382, 6-7=-5136/1146
BOT CHORD
2-13=-968/4652, 13-27=-967/4668,
27-28=-967/4668, 12-28=-967/4668,
12-29=-1266/6390, 29-30=-1266/6390,
11-30=-1266/6390, 11-31=-126616390,
10-31=-1266/6390, 10-32=-973/4664,
3233=-973/4664, 9-33=-973/4664,
7-9=-974/4648
BOTCHORD
2-13=-968/4652, 13-27=-967/4668,
27-28=-967/4668, 12-28=-967/4668,
12-29=-1266/6390, 29-30=-1266/6390,
11-30=-1266/6390, 11-31=-126616390,
10-31=-1266/6390, 10-32=-97314664,
32-33=-973/4664, 9-33=-973/4664,
7-9=-974/4648
WEBS
3-13=-51504, 3-12=-339/2061,
4-12=-690/284, 5-10=-700/283,
6-10=-,348/2092, 6-9=-2/494
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= I 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18, MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate gnp DOL=1.60
3) Provide adequate drainage to prevent water
pending.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) * This truss has been designed for a live load of
20,Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot=lb) 2=582, 7=582.
Dead Load Defl, = 5/16 in
9
4x10
30-0-0
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 164 lb FT = 0%
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 240
lb down and 200 lb up at 7-0-0, 123 lb down and 74 lb
tip at 9-0-12, 123 lb down and 74 lb up at 11-0-12,
123 lb down and 74 lb up at 13-0-12, 123 lb down and
74 lb up at 15-0-0, 123 lb down and 74 lb up at
16-11-4, 123 lb down and 74 lb up at 18-11-4, and
123 lb down and 74 lb up at 20-11-4, and 240 lb down
and 200 lb up at 23-0-0 on top chord, and 365 lb
down and 119 lb up at 7-0-0, 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 15-0-0, 88 lb down at 16-11-4, 88 lb down at
18-11-4, and 88 lb down at 20-11-4, and 365 lb down
and 119 lb up at 22-11-4 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=l .25
Plate Increase=l . 25
Uniform Loads (plo
Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20
Concentrated Loads (lb)
Vert: 3=-193(F) 6=-193(F) 13=-365(F) 9=-365(F)
20=-123(F) 21=-123(F) 22=-123(F) 23=-123(F)
24=-123(F) 25=-123(F) 26=-123(F) 27=-70(F)
28=-70(F) 29=-70(F) 30=-70(F) 31=-70(F) 32=-70(F)
33=-70(F)
I biro", I.E. w,
kl,2,n,0,u,"[.Y.a"4enol,tp.s,,Wa"O..TiDD,,p,sw'.."""e014r A,,.W,%..,Al"".tdn,s,tut,,j,M*".*I,.,st:Pt'i.4,1t**"OkI 7klt"p."."t.,W,9,".""RAlkt Arlhony T. Tomb,',) :I1, d 1, 0
f. U., N rA."* 1)19 1 4t W445 01'" 1 "1 WW 0 1. it', X S * (k, 1.0 as R 1 '4 qj, 4 .'a Mni to "Bane 1 r 80083 4451
Y, Lilde blvd, 0-
toa 4 'd'w q1d M. . M4 k, of F.I.-I'd 1k t io,t P,tce, FL 349,16 liodi'
mes hi,todwiOR of this 40(umni'm 48Y fotfi"i pwh'itised withosiuht wrlpeo pemsvisif how A 11CONs"s
I-
ll -
Job Truss Truss Type
16ty Ply RYAN kbMts / LAA66 vi
WRCLG1BE9 A02 I Hip 2 1 A02191611
I _ ] __ __ _ tonal) __,,I Job- Reference (op( 1 Roof Trusses, Fart Pierce, FL 34946, design@al truss.com Run: 8.120 s -Nov 1-2 2-017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue,lan1609:34:4926_11fllpialgell
ID:hA3xRN7kH8GY—sQsevney2zOBnp-Y_wmzIU5WhOdXG7ormzxkQ8HRptGbKUOG11niTzuqlq
21-0-0 -0-0" f_ '_' ",_" __ - __ I - "--, , , __ , __ - ------ q0
9-0-0 6-0-0 6-0-0 9-0-0 11-0-0
4X6 ,
3x4 4x6 :
Dead Load Deft, = 3/16 in
an
4
3x6 11
3x4 4x6 == 3x4
3x6 11
3 19-9-3 30-0-0
10-2-13 9 -6 -6 I
10-2-13
Plate Offsets (XY)--t?:0-345 04-41,-- :0- -3-15,O-PA
LOADING (pso SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0,1712-15 999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0,96 Vert(CT) 0,3812-15 946 240
BCLL 0.0 Rep Stress Incr YES WB 031 Horz(CT) 0,09 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0,2012-15 999 240 Weight: 129 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No,3
SLIDER
Left 2x4 SP No,3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-7-5 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
Mitek recommends that Stabilizers -and required -
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS, (lb/size)
2 = 126010-3-8 (min, 0-1-8)
8 126010-3-8 (min. 0-1-8)
Max Harz
2 74(LC 12)
Max Uplift
2 =-357(LC 8)
8 -357(LC 9)
Max Grav
2 = 1260(LC 1)
8 1260(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten- - All forces 250 (lb) or less except
when Shown.
TOP CHORD
2-3=-950/0, 3-4=-2125/1421,
4-5=-1992/1451, 5-6=-1992/1450,
6-7=-2125/1421, 7-8=-950/0
BOT CHORD
2-12=-110111872, 11-12=-133612204,
10-1 1=-1336/2204, 8-10=-1104/1872 WEBS
4-
12=-104/469, 5-12=-404/271, 5-
10=-404/271, 6-10=-104/469 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7-10; Vult=1 50mph (3-second gust) Vasd=
I 16mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat,
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1 .60 plate grip DOI_= 1.60 3)
Provide adequate drainage to prevent water pending.
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 In uplift at joint(
s) except (jt=lb) 2=357, 8=357. LOAD
CASE(S) Standard
Anliony
T. rombo N!, R E, 80083
4451
5«t, tunp Blvd, U- 1,W k, 1 '5*0 Wi "m v" ky 01 lov. e, -d N, I Vort
P;erce. t L 34946 Rf,
ptedwiop of lha dot000tnt"o Qy fom4 ii poll'batif .40.1 the will'A pe'M4,i6. hom AA Roof Ims"s I "'"
I BE9 IA03 I Hip
A0219162
I
if Trusses, Fort Pierce, FL 34946, design@a 1 truss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:50 2018 Page 1
10:hA3xRN7kH8GY—sQsevncy2zOBnp-OAU8BNVjH?WU9Qi_PUUAGehQICJvKotXVhnKEwzuqlp
171-04 5-7-14 19-0-0 24-4-2 30-0-0 .I-Ojl
11-0-01 - 5
1 -
7- 14
I'll
5-4- f —4 a- - 6-0 -- --5-7-14 1-0-
4X6 11
40
30 ---
4x8
U6
3x4
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 20,0 te Grip DOLPlate 1.25 TC 037 Vert(LL) 0.2211-20 999 360
TCDL 10.0 Lumber DOL 1.25 BC Ok2 Vert(CT) 0.4611-20 788 240
BCLL 0.0 Rep Stress Incr YES WS 0.24 Horz(CT) 0.08 9 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.19 11-13 999 240
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0.
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-5 orc
purlins,
BOT CHORD
Rigid ceiling directly applied or 6-2-2 oc bracing.
WEBS
1 Row at midpt 6-13
MiTelk recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide, _ _ I
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min.0-1-8)
9 1260/0-3-8 (min.0-1-8)
Max Herz
2 = 89(LC 13)
Max Uplift
2 = 339(LC 12)
9 339(LC 13)
Max Grav
2 1260(LC 1)
9 = 1260(C 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1207/130, 3-4=-2239/1628,
4-5=- 1932/1362, 5-6=- 1739/1343,
6-7=-1932/1362, 7-8=-2239/11628,
8-9=-1208/129
BOT CHORD
2-13=-1341/2009, 12-13=-96311739,
11-12=-96311739, 9-11=-1348/2009 WEBS 4-13=-
322/
427, 5-13=-81/417, 6-11 =-82/
417, 7-11 =-322/427 NOTES- 1) Unbalanced
roof
live loads have been considered for this design.
2) Wind: ASCE
7-10: Vult= 1 50mph (3-second gust) Vasd=1 16mph;
TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp
C; Encl., GCpi=0.18; MWIFIRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical
left exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60 3) Provide adequate
drainage to prevent water pending. 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 (
jt=lb) 2=339, 9=339. LOAD CASE(S)
Standard W Dead
Load
Defl. =
1/8 in 4x6 11 PLATES
GRIP MT20
244/190
Weight: 145 lb
FT = 0% 0*0 mp"'
ot "T.Adaf 1, ft t"r, V N'.0r I'- f'-f V* W! 4tt P, i 7be ("y' —r-, W.; .Ww' wo*' Anthony T. lornbo :I!, P.E, 1"tr ; 80083
c W. % foe
Nwrru"mol r4'k—fl, won(""— i00' 1w.W.t0u f*k'W 4M " Au ,, -0-01op—, A.' 4451 St. LUCle Blvd, wt ;Yeice, R
34946 litploovamn of tlrix
ift(urnw, in Goy form, k proOhd walroot the .."to pewwoo to. A I toot lwwl
WRCLG1BE9 I A04 I Hip
LARGO v1 I
A0219163
ws, Fort Pierce, FL 34946, design(cpaltruss,com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:50 2018 1 Pige i
ID:hA3xRN7kH8GY-sQsevncy2zOBnp-OAU86NVjH?WU9Qi_PUUAGehNQCDJKoi)(VhnKEwzuqlp
1-0-9__ 113-0-0 17-0-0 23-6-3 30-g-9 1-0
1-0-6 6-5-13 C6-3 4-6--d- -- I- - - - - -6_6_-i --- 1 11 1 __ - -
6-5-13 _ _6
U4 :
4x6 11
4X6 it
Plate Offsets.(X,Y)-- 5,0-0-41, t5:0-3_1,Edgej, 16:0-3-11,Edgej, fg:P-3-15,0-0-41
4x6 11
4x6 3x4
LOADING (pso SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d
TCLL 20.0 I Plate Grip DOL 1,25 TC 1.00 Vert(LL) 0,45 13-16 799 360
TCOL 110.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.6011-13 596 240
BCLL 0,0 Rep Stress Incr YES WEI 0,25 Horz(CT) 0.10 9 n/a n/a
BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.31 13 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No-3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied,
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
M it ek recommends that - Stabilizers and required-
cross bracing be installed during truss erection, in
accordance with Stabilizer installation guide.
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min. 0-1-8)
9 1260/0-3-8 (min. 0-1-8)
Max Herz
2 = 104(LC 13)
Max Uplift
2 = 358(LC 12)
9 358(LC 13)
Max Grav
2 1260(LC 1)
9 = 1260(LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1078/170, 3-4=-224911650,
4-5=-1926/1395, 5-6=-1532/1289,
6-7=-192611395, 7-8=-2249/1649,
8-9=-1078/170
BOTCHORD
2-13=-135912017, 13-22=-845/1532,
12-22=-845/1532, 12-23=-845/1532,
11-23=-845/1532, 9-1 1=-1365/2017
WEBS
4-13=-465/531, 5-13=-223/498,
6-11 =-222/498, 7-11 =-4651531
NOTES-
1) Unbalanced roof live loads have been considered for
this design,
2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5,Opsf,, h=25ft;
Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1,60
3) Provide adequate drainage to prevent water
pending.
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=358, 9=358.
LOAD CASE(S)
Standard
Dead Load Dell. = 3116 in
0
fQ
W-4 14"A."Tko, . ...... V. V, Of I 1au c. f E tow., atW trove mn do"t 41-11 iolol . 11 To .4 Ailthorly
T. Tombo T, "),E, r4 ., 0 lo, N" 4, . Wbitti ,q-tdo! 0 It 9- 'k G..",xt. t.*.i 0'o4 . :—No 0 is W, V t W * W. w r1l 74'lv'., 0 t4 V .4 . 1,04 OWT,,., .1"W" A'W 4451
St. Wde Blvd, Fort
Pierce, FL 34946 opylighl
C, 206 A I toot hotsts WhoyLloakoll0f,
WRCLG1BE9 IA05 I Common 5
RYAN H
A0219164
At O&W-trus-'ses, Fort Pierce, FL 3494--6-,-de--si-g-n@a-l--t-ru'ss.--com' --Run: 81-20 s Nov I - 2 -, 201 - 7 -, Print
1
8 - .120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:51 2018 Page 1
ID:hA3xRN7kH8GY-sQsevncy2zOBnp-VM2WOiVM2leKmaHByB?PprDbgcZR395hkLWumMzuqlo
1-08 -9 -0-0 15-0-0 22-0--1____'' 30-0-0 V-0T -0- 5.
0010 4X6 , 30 =
44 : 3x4 - 4x6
11 4x6
11 Dead
Load Defl, = 1/4 in 19
10-
0-15 10-
0-15 19-
11-1 3U_u_0 9-
10-2 10-0-15 Plate -
Offsets _(x,Y)-_ [2:Edge,0-0-0jj10:Ed9e,0-0-0j LOADING (
psf) SPACING- 2-0-0 CS1, DEFL. in (loc) I/defl L/d PLATES GRIP TCLL
20,O Plate Grip DOL 1.25 TC 0,80 Vert(LL) 0.4312-14 841 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0,68 12-14 533 240 BCLL
0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 10 n/a n/a BCDL
10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.18 12-14 999 240 Weight: 137 - lb I
FTmO%
LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No,2 WEBS
2x4 SP No.3 SLIDER
Left
2x4 SP No.3 1-6-0, Right
2x4 SP No.3 1-6-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc purfins,
BOTCHORD
Rigid
ceiling directly applied or 2-2-0 oc bracing. hilifelk
re'c tammen cls that Stabilizers and required cross
bracing be installed during truss erection, in r
cacodanceStabilizer guide. withStabilizeInsI_— 11 -
11 1 11 _ "I I'll - I t'' REACTIONS. (lb/
size) 2 = 126010-
3-8 (min. 0-1-8) 10 1260/
0-3-8 (min. 0-1-8) Max Harz
2 = 118(
LC 12) Max Uplift
2 374(
LC 12) 10 374(
LC 13) Max Grav
2 1260(
LC 1) 10 1260(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
944/109, 3-4=-2207/1601, 4-5=-
199611528, 5-6=-1909/1552, 6-7=-
1909/1552, 7-8=-199611528, 8-9=-2207/1601,
9-10=-9441109 BOT CHORD 2-14=-
1295/1966,
14-23=-737/1363. 13-23=-737/1363,
13-24=-737/1363, 2-24=-737/1363,
10-12=-1299/1966 IEBS 12=-4711701, 8-
12=-
425/553, 4=-471/701, 4-
14=-425/554 NOTES- 1) Unbalanced roof
live
loads have been considered for this design, 2)
Wind: ASCE 7-
10; Vult= 1 50mph (3-second gust) Vasc1=1 16mph TCDL=
5.Opsf; BCDL=5,Opsf; h=25ft; Cat. 11; Exp C;
Encl., GCpi=O. 18; MWFRS (envelope) and C-C Exterior(
2) zone; cantilever left and right exposed; end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60 3) Plates checked for
a plus or minus 0 degree rotation about its center.
4) This truss has
been designed for a 10.0 psf bottom chord live load nonconcurrent
with any other live loads, 5) * This truss
has
been designed for a live load of 20.Opsf on the
bottom chord in all areas where a rectangle 3-6-0
tall by 2-0-0 wide will fit between the bottom chord and any
other members, with BCDL 10.opsf. 6) Provide
mechanical connection (
by others) of truss to bearing plate capable
of withstanding 100 lb uplift at joint(s) except (jt=
lb) 2=374, 1 0=374. LOAD CASE(S) Standard
sp"lot Ftt-
A' "
o Too 1","W'.'."t'- ON pmnArt horsy 1. T=0 411, ;1 1 70 8 083 it. VWol}
W P0.11
Olt".$ (.t.W Skim po W4 MWEA ?.4., It, t A!T wt", 4451 S T, Lucie Blvd, Fo,t Ptefce, I'L
34946 2016 A I kool Imsts
blitony 1, Tomb III P1, Rept0000lm of Iht' tootimmi'm ORY Ivmi, P(Abled Aw & -teen Powisioo hom A 194.1 1-tts Aptite. 1, Tomb fit, P I
Job
WRCLG1BE9 I A06 Roof Special Girder
RYAN V I
A0219165
1_ -_ -1-Job Reference (optional) At Roof Trusses, Fort Pierce, FL 349,46, deitgn@altruss.com Run: 8-120s Nov 12 20-17 Print: 8.120 s Nov 12 2017 MiTek Indust , ries, Inc _ . Tue Jan _ 16 09: U:U -2618 "Page J
1
10:hA3xRN7kFf8GY—sQsevncy2zOBnp-zZcuc3W_pcnBOksNWvWeL3mlOOvToYcqy?GRIozuqln
8-0 144-0 18-6-4 23-0-0 25-2- -0-915 PA-01
4-2-9 3-8-0 4-24 4-5-12 2-2--15 4-9-1 11-0-0
4
4x4 -
Dead Load Defl. = 114 in
4x6 -- 3x8 : 500 MT20HS-
3x8 -- 6X6 : 010
LOADING (psi) SPACING- 2-0 0 CS1. DEFL, in (loc) I/defl L/d
TCLL 20.O Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.29 11-12 999 360 TCDL
10.0 Lumber DOL 1,25 BC 0.93 Vert(CT) 0.5711-12 633 240 BCLL
0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.10 9 n1a n/a BCDL
10,0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.33 11-12 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 *Except* T3:
2x4 SP M 30, T4: 2x4 SP M 31 BOT
CHORD 2x6 SP 2400F 2.0E WEBS
2x4 SP No.3 WEDGE
Left:
2x4 SP No.3, Right:
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-1 oc purfins.
BOT
CHORD Rigid
ceiling directly applied or 7-6-8 oc bracing, WEBS
I
Row at midpt 5-14 Mifek-
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance-
with Stabilizer Installation guide-. REACTIONS, (
lb/size) 2
1835/0-3-8 (min. 0-1-8) 9
2787/0-3-8 (min. 0-2-5) Max
Herz 2
86(LC 12) Max
Uplift 2 -.
542(LC 8) 9 -
933(LC 9) Max
Grav 2 =
1835(LC 1) 9 =
2787(LC 1) FORCES. (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-3639/1088, 3-4=-3330/1034, 4-
5=-3313/1022, 5-6=-6077/2040, 6-
7=-6077/2040, 7-8=-5802/1953, 8-
9=-5878/1975 BOT
CHORD 2-
14=-979/3280, 13-14=- 1598/5344, 12-
13=-1598/5344, 12-21=-1690/5418, 11-
21=-1690/5418, 9-1 1=-172915318 WEBS
3-
14=-325/297, 4-14=-665/2263, 5-
14=-3079/1134, 5-12=-462/1043, WEBS
3-
14=-325/297, 4-14=-665/2263, 5-
14=-3079/1134, 5-12=-462/1043, 6-
12=-2691195, 7-12=-325/810, 7-
11 =-383/1293 NOTES-
1)
Unbalanced roof live loads have been considered for
this design, 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph: TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=0,18; MWFRS (envelope); cantilever
left and right exposed ; end vertical left exposed;
Lumber DOL=1.60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water pending,
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 (all 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) 2=542, 9=933, 9)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 290 lb
down and 200 lb up at 23-0-0 on top chord, and 1544
lb down and 547 lb up at 21-4-12, and 365 lb down
and 119 lb up at 22-11-4 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) 30-
0-0 PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
171 lb FT = 0% Standard
Vert:
1 A-60, 4-5=-60, 5-7=-60, 7-10=-60, 15-
18=-20 Concentrated
Loads (lb) Vert:
7=-193(6) 1 1=-365(B) 21 =-1 544(8) I—
4m—000,,,sinwzjt to, 10-04 lool.fle IDA Anthony T.
Tom Go, 0083 4451
St
LU600 Copyright 0
2016 A I toot Imsti Anthony lloorhollf,pl, Itpolvoon of lhlowmfrl,,rt Qoy form, 11 ptokibiled -ithoul the -Men poell1siort liar A I Roof Trert" Anthony l,foroboill, j. Fort P,,r e,
F L yA
LG1BE9 ( B03 lCommon 13 1 1 A0219166
Pierce, FL 34946, design@altruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:53 2018 Page I
10:hA3xRN7kH8GY—sQsevncy2zOBnp-RIA[ipPXcawv2OtRZ4c2tuGJ 1 7QEzX8i_Bf??rFzuqlm
1-0-0 6-5-8 10-8-0 14-10-9 21-4-0 22-4111'i-Z 4 6-5-8—I Zi-4- 4-2-8 6-5-7 1 i--6:0
04 -
Dead Load Defl. = 3116 in
3x6 11 5x8 3X6 11
10-8-0 211-14-0
10-8-0
Plate b4sets_(-X,y)-- -[2:Ed - - - 0
1 - -
0],
1
E - d
I
g
I
e0-0 0][IQ-'_0-4-0,0-3-0j_ LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL
20,0 Plate Grip DOL 1,25 TC 0L41 Vert(LL) 0,1710-13 999 360 MT20 244/190 TCDL
10,0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.3510-13 726 240 BCLL
0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n1a BCDL
10.0 Code FBC2017rTP12014 Matrix -MS Wind(LL) 0,06 10 999 240 Weight: 96 lb FT = 0% LUMBER -
TOP
CHORD 2x4 SP No,2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 SLIDER
Left
2x4 SP No.3 1-6-0, Right
2x4 SP No.3 1-6-0 BRACING-
TOPCHORD
Structural wood
sheathing directly applied or 4-7-11 oc purfins. BOT
CHORD
Rigid ceiling
directly applied or 2-2-0 oc bracing, iTek recommends
that Stabilizers and require cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation guide. REACTIONS. (lb/
size) 2 913/
0-3-8 (min, 0-1-8) 8 = 913/
0-3-8 (min. 0-1-8) Max Harz
2 86(
LC 12) Max Uplift
2 274(
LC 12) 8 274(
LC 13) Max Grav
2 913(
LC 1) 8 913(
LC 1) FORCES. (lb)
Max. Comp,/
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
923155, 3-4=-143311075, 4-5=-
1 1271850, 5-6=-1 127/850, 6-7=-
1433/1075, 7-8=-923/55 BOT CHORD
2-1
0=-832/1271, 8-1 0=-837/1271 WEBS 5-
10=-
394/604, 6-10=-370/444, 4-10=-
370/444 NOTES- 1)
Unbalanced
roof live loads have been considered for this design.
2) Wind:
ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1
16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. It
Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-
C Exterior(2) zone; cantilever left and right exposed ; end
vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.
60 plate grip DOL=1,60 3) Plates
checked for a plus or minus 0 degree rotation about
its center. 4) This
truss has been designed for a 10,0 psf bottom chord live
load nonconcurrent with any other live loads. 5) *
This
truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members, 6) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 Ity uplift at joint(s)
except Ot=lb) 2=274, 8=274. LOAD CASE(
S) Standard AWCAKION'
t.,
1,40'11 lr-4ww"" .' I Is
I— b"'" far." fiyw' 1, ,a ..T 100 T'P'N" ON I'm k '0 lm (q.14 to 4, ft *, '4tt M i Anthony T. iomho TIT, P.E. WWONIV, OW00.
4- bet 01.1"'—4"k"' A"J" W 0 Z 0083 N lop
Wi, pw"" M fWaaa, OM 1064(imp. Wm' WWA w d—'4 *;—t ?#*' T?`lONi*'-'K"*"-41* 4451 St. LucieLucieBlvd. P Poet
erce, FI- '34946 Refin.40(
tion.f th" dowayeal. in any lot., " InolTbood .4"1 ik ."tte" powls,00 hom A I Roof buslei WhoyLlointolIl'I'A. ZE
Job Truss Truss Type Qty Ply 7AN HOMES /LARGO v1
WRCLG1BE9 B03GE Common Supported Gable 1 1
A0219167
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. Tue Jan 16 09:34:54 2018 Page I
ID:hA3xRN7kH8GY-sQsevncy2zOBnp-vxkf0lYELD1vd1OmeJZ6RUrH2qpiGec7QJIYNhzuqlI
4-
1-0-0 10-8-0 10-8-0 1-0-09
4x4
5.001 i2 7
6 10
5 TI 11TI
3x4 4 ST4
ST5
ST4 12 3x4
ST3 ST3 133ST2ST2
2 14WI $T1 STI 14
I 1I fj--- .
17 R. at F— at I --
15
9 3x4
24 23 22 21 20 19 18 17 16 U4 II 5X6
21-
4-0 214-
6 Plate
Offsets V?-Y-)-- [2:0-12-3(0041,(14:6-213- 0-0-4 1
J, [
2 1
0 :
0-3 1
0
1
0-
3-0 - I I
LOADING (
psO SPACING- 200 CS11. DEFL. in (loc) lldefl Lld PLATES GRIP TCLL
20.0 Plate Grip DOL 1,25 TC 0.08 Vort(LL) 0.00 14 n/r 90 MT20 2441190 TCDL
10,0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 14 nir 80 BCLL
0.0 Rep Stress Incr YES W6 0.06 Horz(CT) 0,00 14 n/a n1a BCDL
10.0 Code FBC2017ITP12014 Matrix-S Weight: 110 lb FT = 0% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 OTHERS
2x4 SP No.3 SLIDER
Left
2x4 SP No.3 1-6-7, Right
2x4 SP No.3 1-6-7 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc purfins,
BOT
CHORD Rigid
coiling directly applied or 10-0-0 oc bracing. REACTIONS.
All beatings 21-4-0. lb) -
Max Herz 2=
86(LC 16) Max
Uplift All
uplift 100 lb or less at joint(s) 2, 21,
22, 23, 19, 18, 17, 14 except 24=-
110(LC 12),16=-104(LC 13) Max
Grav All
reactions 250 lb or less at joint(s) 2,
20, 21, 22, 23, 24, 19, 18, 17, 16, 14
FORCES. (
lb) Max,
Comp,/Max. Ton, - All forces 250 (lb) or less except when
shown. TOP
CHORD 7-
8=-115/271, 8-9=-1 15/271 NOTES- 1)
Unbalanced
roof live loads have been considered for this design.
2) Wind:
ASCE 7-10; Vult=150mph (3-second gust) Vasd=1
16mph; TCDL=5.Opsf: BCDL=5,Opsf: h=25ft; Cat. 11;
Exia C; Encl., GCpi=0.18; MWFRS (envelope) and C-
C Exterior(2) zone; cantilever left and right exposed: end
vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.
60 plate grip DOL=1.60 3) 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/TP1
1. 4) All
plates are 11.50 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 nonconcurrent with any other live loads. 9) *
This
truss has been designed for a live load of 20,Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 20-0 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, 21, 22, 23, 19, 18, 17, 14 except (jt=lb) 24=110,
16=104. 11) Beveled
plate or shim required to provide full bearing surface
with truss chord at joint(s) 2. LOAD CASE(
S) Standard We '--
h%
tz}i Rqu, 10L %'i W'.1vWt. t ft)flh pi Mes—a ' to., m W'o*-' MO.N14 xq i"ttAe dawr
i3li gauu'i as rr.0tarce d!s YRhti'wtiewer xg W.'O W W Anthony T. Tomto 1174, P.E. 80083 4451 St, Luof,,
Blvd,
Foe Pkmce, H, 34946
9411
ES / LARGO v1
B04 !Common
A0219168
ierce, FL 34946, design@al truss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:55 2018 Page 1
ID:hA3xRN7kH8GY—sQsevncy2zOBnp-N8H 1 E5Zs6X9mFBayB 1 4LzhONVDwO?2DHfZU5v7zuqlk
1-0-0 6-5-8 10-8-0 14-10-9 21-4-0
i-tol- 6-5-8 a 4-2-9 4-2--8 6-5-7
4x4 -
Dead Load Defl. = 3/16 in
3x6 11 5x8 3x6 11
LOADING (ps" SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.17 9-12 999 360
TCDL Mo Lumber DOL 1.25 BC 0,98 Vert(CT) 0.36 9-12 720 240
BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.07 9-12 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-7-4 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing'
MAltkrecommends that -Stabilizers --and required cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation guide, REACTIONS. (lb/
size) 8 = 852/
Mechanical 2 = 915/
0-3-8 (min. 0-1-8) Max Horz
2 95(
LC 16) Max Uplift
8 245(
LC 13) 2 274(
LC 12) Max Grav
8 852(
LC 1) 2 = 915(
LC 1) FORCES. (lb)
Max. Comp./
Max, Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
923/52, 3-4=-1436/1081, 4-5=-
1130/856, 5-6=-1131/857, 6-7=-1 440/
1084, 7-8=-954/104 BOT CHORD 2-9=-
869/1274,
8-9=-874/1280 WEBS 5-9=-401/
606,
6-9=-376/449, 4-9=-369/443
NOTES- 1) Unbalanced roof
live
loads have been considered for this design. 2) Wind:
ASCE 7-
10; Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=
5,Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C;
Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(
2) zone; cantilever left and right exposed '' end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL= 1,60 plate
grip DOL= 1.60 3) Plates checked for
a plus or minus 0 degree rotation about its center,
4) This truss has
been designed for a 10.0 psf bottom chord live load nonconcurrent
with any other live loads, 5) * This truss
has
been designed for a live load of 20.Opsf on the
bottom chord in all areas where a rectangle 3-6-0
tall by 2-0-0 wide will fit between the bottom chord and any
other members. 6) Refer to girder(
s) for truss to truss connections. 7) Provide mechanical connection (
by others) of truss to bearing plate capable
of withstanding 100 lb uplift at joint(s) except Ot=
lb) 8=245, 2=274. LOAD CASE(S) Standard
PLATES GRIP MT20
244/
190 Weight:
94 lb FT =
0% W-N WX kJI
TAAL f I' 0"r, W,m , .0 "0.", IM, Dop N-1 WW, 1 104 fi P Wr,w No I0., st. 5a Win. ia;YO N 10 450', A,)thony I. T=
Lo III, P.E. 4, . tr*4 0 0,
Zd 4W . tk t"*4 e i reNew" rtrelr U V W V ad M4N * W NW-110A 4WM 14 IA he 1.I!' --" -0-4 *W .4 410, N ?-wh 0 9 80083 WW", t, 4451 St, t.
u(IP Blvd 44,,OF Eq— " -01 N
t.4, In— e m , it, A k N, to- , T; EastPietCe, mot tcpttigkf t N16 k I Root
iruxtcti kobofly 1 Tog,40 111, P.I. ktpo&1 0. dik's6im"t mofty Iuw as p,hh'k .4441 tht .01opem o, I(Q A I koo Two A41hoy 1, 10-6. 111 P F,
WRCLGIBE9 Cil I Comer Jack
RYAN HOMES / LARGO v1
A0219169
Jot
truss.com Run: 191.120s Nov-1-2 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, _ In _ c. Tue Jan 16 09:34:56 2018' age I
ID: hA3xRN7kH8GY_sQsevncy2zOBnp-rKrPRRZUtrHdtL981kbaWvxcFdVckY3QtdEfRZzuqij
1-6-6 0-11-11
U6 11
0-11-VI
LOADING pso SPACING- 2-0-0 CS1. DEFL, in loc) I/defl Lid
TCLL 20.0 Plate Grip DOL 115 TC 0.17 Vert(LL) 0.00 5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0,02 Vert(CT) O.00 5 999 240
BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) -0.00 3 n1a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) -0.00 5 999 240
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 0-11-11 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and require
I
d
11
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 15010-3-8 (min. 0-1-8)
3 10/Mechanical
4 5/Mechanical
Max Herz
5 37(LC 9)
Max Uplift
5 88(LC 8)
3 I O(LC 1
4 5(LC 1
Max Grav
5 = 150(LC 1)
3 12(LC 8)
4 1 1(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=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) 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) 5, 3, 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 0%
14 Too n3e 1014 is I 0op fw-,r " sm'", u0 . or In t't'otc' . ouNfi"'t 1. pot000.onn't" "4-4116f * I" 0.f P W.V, 1"1, 04 "'1 . rk, lot .1, Maa it I ftt dui tn.pw (W'N wtm.s' '001vo An' hony 1. FoAnbo 'I I T, P, F,
abate 0 4'r N" wicq " 14 tw.INim 0 o' N.. rk 0.." , ':w"d.PA v 14 Nil, Dnq.+. r" mt'd a In IV V C .4 M tom 1'4 q .0 .119.1 0 1* 7RD W . 44 ,, a ft, !"', .1.6of foCo;wq" wt.110. .4 k 9' 80083
ok — t4 lot tof nt Vhn M killq (" ovy lw.aom 'VIIf0l"vn n In "i A(A -0-0 o' f-c ?4— *irn I— temp., M 1— sc nrrrs.aku 4451 St Lucie Blvd. Fort
P'erct, FIL, 34946 Coptrigblt
201641belhouti-lat6ocgi,ta,abn111,k.t. kIrpodwroo'hh" kumm"a 4%y for., 4 pirrh'brW .0tvithe Rooflmm h1hof[
Job Truss Truss type Qly Ply RYAN HOMES / LARGO v1
LGIBE9 1CJ1A I Corner Jack 6 1
A0219170
com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:56 2018 Page 1
ID: hA3xRN7kH8GY_sQsevncy2zOBnp-rKrPRRZUtrHdtL981kbaWvxdSdVmkY3QtdEfRZzuqlj
1-0-0 0-11-11
2x4
0-11-11
0-11 -11-
LOADING'(psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20,0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180
BCILL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.00 5 999 240
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.
IVI i f e-- k recommends-- that Stabilizers and required ---
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS. (lb/size)
3 8/Mechanical
2 = 130/0-8-0 (min, 0-1-8)
4 1/Mechanical
Max Horz
2 35(LC 8)
Max Uplift
3 4(LC 12)
2 71 (LC 8)
4 I(LC 1)
Max Grav
3 = 8(LC 22)
2 130(LC 1)
4 13(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=I 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=I 5ft;
Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) 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) 3, 2, 4,
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 0%
W4, 0"ftr"Sll 14 14 'All -r*1 `11: N'r, I [t O r rt. W-1 41, 10"I"
io"-; ete 0 tu 4' 14 wr, ek saga F." Pp.- At too.4 ntoW -4in, ...... AnhcNny T. I ombo iF, p' Er.
14 M. N 'k N!tr4rt0 1. K z' C 00 * *9 k.0.6 W 'R 2 lepros$'AVrrlxel "q 0 Z" I I" kr04 a.n' .4m. W 4451 St,
Lud,-, Blvd, 40 Fott
aterce, VL 34946 todimses Aotkotty
1, tomb 111, ?J, Rtplooww V( *6 Immew"n opy twee, n pfah,Wed .4hot the -Pon ptmis,o 1,000 A I Root ltm6
WRCLG1BE9 jCJ2E 1 Comer Jack
Ply I RYAN V1
A0219171
truss.com s Nov 12 2011 Print: 8.120 s Nov 12 2017 Wek Industries, Inc. Tue Jan 16 09:34:57 2018 Page I
ID:UumEBPzQXokuwJ2P5W?E2TyuPl h-JWPnfna6e8PUUVkKJS6p26ToMlqYT?JZ6HzC—OzuqlI
1-5-1
3x4
9-3-12
93-12 1-2-3
LOADING (pso SPACING- Plate 2-0 CS1. DEFL. in loc) I/defl L/d
TCLL Grip DOL 1.25 TIC 0.08 Vert(LL) 0.00 5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.00 5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.00 5 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 1-5-15 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends-----t-h-a-t-St-a-bit-ize-rs andrequired cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation guide. REACTIONS. (lb/
size) 3 4/
Mechanical 4 3/
Mechanical 2 177/
0-3-0 (min, 0-1-8) Max Ho
2 32(
LC 8) Max Uplift
3 8(
LC 9) 4 8(
LC 9) 2 = 140(
LC 8) Max Grav
3 8(
LC 3) 4 11 (
LC 3) 2 177(
LC 1) FORCES. (lb)
Max. Comp,/
Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES- 1)
Wind:
ASCE 7-10; Vuft=150mph (3-second gust) Vasd=1
16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=15ft; CaL 11;
Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C-
C Exterior(2) zone; cantilever left and right exposed: end
vertical left exposed; porch left exposed;C-
C for members and forces & MWFRS for reactions shown;
Lumber DOL=1 .60 plate grip DOL=1,
60 2) 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)
3, 4 except (jt=lb) 2=140. LOAD CASE(
S) Standard T
PLATES
GRIP
MT20 244/
190 Weight: 6
lb FT = 0% Woor 100
rj"
Aw "_'Iq ""41,4"t, A, k,v k ", N!, t","d I'll, KV4, '4V MI :S'V'P 0 % le *
Vj IwJoi " I. P-Wof It N h., U 'p'A ,• 'k Nook OV'j.! I V1101", 0 IV it, A, flW 4, 4oq kA'j V W rh I 'k, qr"' 0 14 *00 W I. low V, 0 4, 1"". cl" $A '4 11.4, ."WIVIVI W k.n 40 . N wf.'O Il It aft W14" I.
m"WW F 4_ 4451 $t. lude Blvd, Fork pierce, FI.
WM Zt bkoyl,lombollt!"t, pep'oduam offlItl dolmol"A ofty foo"I, k pohiholed wAool the VIM" ptMA"oo hooll A I goof lmws Who"I'AM40ill, A,
Job Truss RYAN HOMES / LARGO v1
Cj
Truss Type
A0219172
WPCLGlBE9 3 Corner Jack 6
ply__
11 Job Reference (optional)
M-keoftru
I
Trusses, Fort Pierce, F - L 34946,- -, desi , g , n@ - a , I _ truss.co
I
m Run
1
8.120
1 1 1
s -
1
Nov 12 2017 " Print: 8.120 s Nov 12 2017 Mifek Industries, Inc, Tue Jan 16 09:34:58 2018 Page 1
ID: hA3xRN7kH8GY-sQsevney2zOBnp-nizAs6biPSXL6fJXt9d2bKOxwRAICSZjLxjmWSzuqlh
1-0-0 2-11-11
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/deff L/d
TCLL 20.0 Plate Grip DOL 1,25 TC 0.22 Vert(LL) 0.00 4-5 999 360
TCDL 10,0 Lumber DOL 1.25 BC 0,11 Vert(CT) 0.01 4-5 999 240
BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) 0,00 3 n/a n/a
BCOL 10.0 Code FBC20171TP12014 Matrix -MR Wind(LL) 0,00 4-5 999 240
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 2-11-11 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Welk recommends that -Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 194/0-3-8 (min. 0-1-8)
3 69/Mechanical
4 28/Mechanical
Max Herz
5 69(LC 12)
Max Uplift
5 = 72(LC 8)
3 57(LC 12)
Max Grav
5 194(LC 1)
3 = 69(LC 1)
4 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-166/258
NOTES-
1) Wind: ASCE 7-10, Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed : end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown, Lumber
DOL= 1 .60 plate grip DOL=1,60
2) 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) 5, 3.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 0%
Iml, riarykyirnx W& 1 UV rb"M *V.lkr0,11A, 4w I- i"Of him to W "A.*: Na N, 3s r I It—, W", 0W.", 144 reSe IN - 1
IN -im:, am rAmmd'oll—t ""Ain,,, 14 4" r, ", rk '0V,1, 01,14 N m ft*, t* l I Anth,,,ny T. Tomtio ill, D.F. 80083 Il -
11V-!
1rb1 P't., It 1#""%*, 4451 14, Lude Blvd, Fo,t
P:oce, FL 34946 Opirqlil 0
2016 A I bof k.sql, ARthotyl. 1040111, PJ, RqW.&A 041hi, hwwftl',11A001tht ..Ile" Ftwilillo 4M A I koofir,lleI Aillhoti, 1. 104, 111, U.
WRCLGIBE9 1 CJ4E I Comer Jack
V1 I
A0219173
946, clesign(c_Da 1 truss,com Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc, Tue Jan 16 09:34:59 2018 'Page 1
ID: UumEBPzQXokuwJ2P5W?E2TyuPl h-GvXY4ScN9mfCkoujQt8H8XY7srtJOxvpsZbSJ2uzuqlg
4 --- 11111, "1-,,,- 1 1111 1 - 11-fi-!5-- 1111111 - I,-,,,,- - 1 11 - -- -- I1-0-0 3-5-15
I
3x4
0-3-12 1 15
0-3-12 3-2-3 I
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC OA4 Vert(LL) 0,01 4-9 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0.14 Vert(CT) 0.01 4-9 999 240
BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
HOT CHORD 2x4 SP No2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-15 oc
purfins,
BOT CHORD
Rigid coiling directly applied or 10-0-0 oc bracing.
1 MiTek recommends'that Stabilizers 'and require- d
cross bracing einstalledllduring truss erection n 1 accordance"
witbinsta 1h Stabilizeed ruring -
Installation guide. REACTIONS. (lb/size)
3 72/Mechanical
4 36/Mechanical
2 22710-3-
0 (min. 0-1-8) Max Horz 2
53(LC
8) Max Uplift 3 =
44(1-
C 8) 4 30(LC
9) 2 163(LC
8) Max Grav 3
72(LC
I 4 53(LC
3) 2 227(LC
1) FORCES. (lb) Max.
Comp./Max.
Ten, - All forces 250 (lb) or less except when shown. NOTES-
1) Wind:
ASCE
7-10; Vult= 1 50mph (3-second gust) Vasd=1 16mph;
TCDL=S.Opsf; BCDL=5,Opsf; h=15ft; Cat. 11; Exp
C; Encl., GCpi=0.18; MWFRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed; end vertical
left exposed; porch left exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber
DOL=1,60 plate grip DOL=1.60
2) 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 Itt uplift at joint(s) 3,
4 except Ot=lb) 2= 161 LOAD CASE(S)
Standard Aithcmiy T,
Fcmtio
T, P,E W M64 d1*70(0W.!W4,-fW1.i, 4451 Lucie Blvd,
Fotiloce, Fl, 34946
Opf,ijklt) 206A
160figsw Aathtot G iemkc lN. P1 hp,oducioe of this imm"t"A QAY WUL 4 pokib4d cthotthf -Peg pews 4 tiom A I llcoflwm APUqlA#mhlIl,P1
Job Truss Truss Type
WRCLG1BfE9 CJ5 Corner Jack
A0219174
truss,com 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:59 2018 Page 1
ID:hA3xRN7kH8GY sQsevncy2zOBnp-GvXY4ScNgmfCkoujQt8H8XY16rRlxvpsZbSJ2uzuqlg
4-11-11
4x6 11
4-11-11
PI ate -Offsets (_X(Y [k_.0'-0_-_1 2_.0_ -I -1_ 0_1-1?] L5,0-0-0,
SPACING- LOADING(psf)--- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 115 TC 0.57 Ver-t(LL) 0.02 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.05 4-5 999 240
BCLL 0,0 Rep Stress Iner YES WB 0.00 Horz(CT) 0,02 3 n1a n/a
BCDL 10,0 Code FBC2017fTP12014 Matrix -MR Wind(LL) 0.04 4-5 999 240 Weight: 1 71 b 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 4-11-11 oc
pudins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
IhAtTek-recommends that -Stabilizers -and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
5 = 268/0-3-8 (min. 0-1-8)
3 127/Mechanical
4 55/Mechanical
Max Harz
5 109(LC 12)
Max Uplift
5 = 77(LC 8)
3 = 98(LC 12)
Max Grav
5 268(LC 1)
3 127(LC 1)
4 = 89(LC 3)
FORCES. (lb)
Max, Comp,/Max, Ten, - All forces 250 (lb) or less except
when shown,
TOP CHORD
2-5=-228/343
NOTES-
1) Wind: ASCE 7-10; Vuft= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed:C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=I .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) 5, 3.
LOAD CASE(S)
Standard
I Anthony 1. Farnbo il% PT
80083tP4., 4451 St, Uqe Blv d.
Fart erce, FL 34946
4py,illile, 70104 1 Roof Rtfurrulunio, Olh.s afly form, jr polibiltil without to( Written I 10011ru-i Anthuftyl, Tombolil'I"LZ
Job Truss Truss Type kYANFwfOS/LARGO o -- - - - f --
WRCLGIIBE9 IE01 Half Hip Girder 1 1 A0219175
Al Roof Trusses, Fort Pierce, FL 34946, design@a 1 truss, com Run-: 6A20 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09.35:00 2018 , Page 1
ID:hA3xRN7kti8GY—sQsevncy2zOBnp-k55wHoc?w3n3LyTv_agWgl5E3EnkgGUOoFCsbLzuqlf
1 0-0 3-" 5-8-0
2x4::
Plate Offsets
LOADING (psf) SPACING- 2-0-0
TCLL 200 Plate Grip DOL 1,25
TCOL 10:0 Lumber DOL 1,25
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FBC2017/TP(2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-5-13 oc bracing.
MiTekre-co-mmendsihaiS(abifi-zer-s-an-drequired
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 462/0-" (min. 0-1-8)
11 377/0-3-8 (min. 0-1-8)
Max Horz
2 = 69(LC 8)
Max Uplift
2 = 297(LC 4)
11 = 259(LC 4)
Max Grav
2 462(LC 1)
11 = 377(LC 1)
FORCES. (lb)
Max, Comp,/Max. Ten. - All forces 250 (1h) or less except
when shown.
TOP CHORD
2-3=-750/506, 3-12=-670/484,
12-13=-670/484, 4-13=-6701484
BOT CHORD
2-6=-477/663
WEBS
4-6=-347/460, 4-11 =-426/290
NOTES-
1) Unbalanced roof live loads have been considered for
this design,
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph TCDL=5.Opsf; BCDL=5,Opsf; h=15ft;
Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; porch left exposed; Lumber DOL=11.60 plate
grip DOL= 1 .60
3) Provide adequate drainage to prevent water pending.
4x4
U4
11
CSL DEFL. in loc) I/defi L/d PLATES GRIP
TC 0.43 Vert(LL) 0.06 5-6 999 240 MT20 244/190
BC 033 Vert(CT) 0.07 5-6 999 240
WB 042 Horz(CT) 0.01 11 n/a n/a
Matrix -MP Weight: 39 In FT = 0%
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) Bearing at joint(s) 11 considers parallel to grain
value using ANSIrTPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=297, 11 =259.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 93
lb down and 119 lb up at 3-0-0, and 39 lb down and
47 lb up at 5-0-12, and 39 lb down and 47 lb up at
7-0-12 on top chord, and 52 lb down and 110 lb up at
3-0-0, and 21 In down and 45 lb Up at 5-0-12, and 21
lb down and 45 lb up at 7-0-12 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others,
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 (pin
Vert: 1-3=-60, 3-4=-60, 5-8=-20
Concentrated Loads (lb)
Vert: 3=-26(F) 6=41 (F) 12=-11 (F) 13=-11(F) 14=-17(
F) 15=-17(F) ijeWc ins
W'
o' {
n.M0
u.tuw Too
0 tra4a. rra
0 Ile,",
If., t""'j r4n M I An'h,)ry F. Toml)D :17, P E 1044 " th 'hqr 0 WDOW t,, teit—f m: T,o, J,4" W Wei A'r N m U-IvR tv 0 g 80083 4451 St. '
Lucie Blvd, h1hopyl, Tomb
III, I"t, pocbiltd mthcof the -Mee pemwoo hom A I Rol lrm'SFort P:erce,,
Fl- 341)46
RYAN HOMES / LARGO v1
WRCLG1BE9 IF03
Roof Trusses, Fort Pierce, FL 34946,
Hip Girder
truss.com Run: 8.120 s
2 Job Reference
A0219176
ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-gUCgiUeFShl nbGdl6?i_[AASp2MI88niGZt)zfDzuqld
05-6-0 10-6-9 1- - 1 - 20-6-0 . . ........ .. ..... .. .. 26-0-0,_ _ _ ?7.0-q 11-0-0, 5-0-9 4-10-13 5-0-9 5-6-0 1-0-0 Dead
Load Defl. = 7116 in 27
28 - 29 30 1131 32 33 3x6
1,
5x4 11 3X8 5x
10 MT20HS 1,
5x4 If 34 ARUN
LOADING (
ps" SPACING- 2-0-0 CS1. TCLL
20.0 Plate Grip DOL 1.25 TIC 0.93 TCDL
110.0 Lumber DOL 1.25 BC 0.811 BCLL
0.0 Rep Stress Incr NO WB 0.56 BCDL
10.0 Code FBC2017fTP12014 Matrix -MS 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 6-3-2 oc bracing. REACTIONS, (
lb/size) 2
1869/0-3-8 (min.0-1-8) 7 =
1869/0-3-8 (min. 0-1-8) Max
Herz 2
28(LC 4) Max
Uplift 2
1302(LC 4) 7
1302(LC 5) Max
Grav 2 =
1869(LC 1) 7 =
1869(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-6459/4470, 3-20=-8990/6251, 20-
21 =-8990/6251, 4-21 =-8990/6251, 4-
22=-8990/6251, 22-23=-8990/6251, 23-
24=-8990/6251, 5-24=-8990/6251, 5-
25=-9015/6270, 25-26=-901516270, 6-
26=-9015/6270, 6-7=-6455/4468 BOT
CHORD 2-
13=-430816242, 13-27=4333/6271, 27-
28=-4333/6271, 12-28=4333/6271, 12-
29=-6212/9015, 29-30=-621219015, 11-
30=-6212/9015, 11-31=-6212/9015, 10-
31=-6212/9015, 10-32=-4302/6266, 32-
33=-4302/6266, 9-33=4302/6266, 7-
9=-427716237 WEBS
3-
13=-244/389,3-12=-1983/2917, 4-
12=-529/321, 5-10=-541/325, 6-
1 0=-2007/2948, 6-9=-239/384 NOTES-
U4 :
15-
5-7 20-6-0 DEFL.
in (loc) I/def! L/d Vert(
LL) 0.84 10-12 >370 240 Vert(
CT) -0,89 10-12 >350 240 Hofz(
CT) 0.11 7 n/a n/a 1)
2-ply truss to be connected together with 1 Od 0.
13 1"x3") nails as follows: Top
chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom
chords connected as follows: 2x4 - 1 row at 0-
9-0 oc. Webs
connected as follows: 2x4 - I 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; Vuft=1 50mph (3-second gust) Vasd=
I 16mph; TCDL=5.Opsf: BCOL=5,0psf; h=1 5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope): cantilever
left and right exposed ; end vertical left exposed-,
porch left and right exposed; Lumber DOL=
1,60 plate grip DOL=1.60 5)
Provide adequate drainage to prevent water pending.
6)
All plates are MT20 plates unless otherwise indicated.
7)
Plates checked for a plus or minus 0 degree rotation
about its center. 8)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
9) *
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 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) except Ot=lb) 2= 1302, 7= 1302. PLATES
GRIP MT20
244/190 MT20HS
1871143 Weight:
218 lb FT = 0% 11)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 228 lb
down and 231 lb up at 5-6-0, 79 lb down and 98 lb up
at 7-6-12, 79 lb down and 98 lb up at 9-6-12, 79 lb down
and 98 lh up at 11-6-12, 79 lb down and 98 lb up
at 13-0-0, 79 lb down and 98 lb up at 14-5-4, 79 lb down
and 98 lb up at 16-5-4, and 79 lb down and 98 lb
up at 18-5-4, and 228 lb down and 231 lb up at 20-
6-0 on top chord, and 134 lb down and 196 lb up at 5-
6-0, 58 lb down and 82 lb up at 7-6-12, 58 lb down and
82 lb up at 9-6-12, 58 lb down and 82 lb up at 11 -
6-12, 58 lb down and 82 lb up at 13-0-0, 58 lb down
and 82 lb up at 14-5-4, 58 lb down and 82 lb up at
16-5-4, and 58 lb down and 82 lb up at 18-54, and 134
lb down and 196 lb up at 20-5-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others. LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1 .25 Plate
lncrease=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated
Loads (lb) Vert:
3=-181(6) 6=-181(B) 13=-126(B) 9=-126(B) 20=-
79(B) 21=-79(B) 22=-79(B) 23=-79(B) 24=-
79(B) 25=-79(B) 26=-79(B) 27=-53(B) 28=-
53(B) 29=-53(8) 30=-53(B) 31 =-53(B) 32=-
53(B) 33=-53(B) aeen....
caleNh Anthony I I cmtx) : F, P.E. adeze
0 % Iz- Vr lwk0 N N., ft 0- 1. wltar D'," n V, W'. 0 In IK 'H C .4 It, leerk'4.1A, .1 R 1 1, %V." 0 6, '40 W "! tell,, 0 c.1'*q "",I wqe "Wo. w ker M '.4.04'n 0 8008 ; jr) tea
1 0 V I ': Nura 1"' 4451 5t. Lucie MIA, FartPS,me,
V 34945 Zh AohoyI'lembo III, P'L Replaty(tio of Ik.' immm, m oy ImL k proh,h,ted cthwt the -HeR pe-woft hom A I Ruf Imms
Job truss Truss Type Qty Ply RYAN HOMES IIAR130 V1 ,
WRCLG1BE9 F04 Hip 1 A0219177
if Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09
1 :
35: 03
1
261_8'Rage _1
ID:UumEBPzQXokuwj2P5W?E2TyLiPl h-8gm3vqftD_9dCQCLJfiDDINietSkJtdqSUCQWBgzuqlc
7-6-0
111 , 1 11-11--- -11, 1181-6-01 -1 11 -9- 97-9-92§ 9- --- ----------
1-0-0 74-6 1 - - 5-6-0 5-6-0 7-6-0 1-0-0
5x10 IAT2OH5--
3.00112 1.5x4 H 5x10 MT20H&:
Dead Load Dell. = 1/4 in
3x8 , 1.5x4 11 5X8 1,5x4 11
Us
7-6-0_ 13-0-0 18-6-0
7-2-12
Plate Offsets KY
LOADING (psf) SPACING- 2-0-0 CS1 DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0_38 Vert(LL) 425 9 999 360
TCDL 10'0 Lumber DOL 1,25 BC 0,66 Vert(CT) 0.51 9 617 240
BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0,11 6 n/a n/a
BCDL 10,0 Code FBC2017/TP12014 Matrix MS Wind(LL) 0.59 9 532 240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3A--3 oc
puffins,
BOT CHORD
Rigid ceiling directly applied or 2-11-15 oc bracing.
Mite-k-reccimmends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer, -Installation guide,
REACTIONS. (lb/size)
2 = 1100/0-3-8 (min. 0-1-8)
6 = 1100/0-3-8 (min. 0-1-8)
Max Herz
2 = 34(LC 9)
Max Uplift
2 730(LC 8)
6 730(LC 9)
Max Grav
2 1100(LC 1)
6 1100(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3142/4437, 3-4=-3575/5084,
4-5=-3575/5084, 5-6=-3142/4437
BOT CHORD
2-1 0=-4207/3015, 9-1 0=-4242/3030,
8-9=-4250/3030, 6-8=-421613015
WEBS
3-1 0=-457/295, 3-9=-739f782,
4-9=-346/270, 5-9=-739/782,
5-8=-457/295
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft
Cat. 11; Exp C; Encl., GCpi=0,18; MWFIRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; porch left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1 .60 plate grip
DQL=1,60
3) Provide adequate drainage to prevent water
pending,
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center,
6) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live
loads,
7) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot=lb) 2=730, 6=730.
LOAD CASE(S)
Standard
25-8-12
PLATES GRIP
MT20 244/190
MT20HS 1871143
Weight: 104 lb FT = 0%
Anttiany T Tcmbo iV, P.E.
7 $0083
40 "'4 to fit 1.
4451 St, Lucie Blvd.
Fxt fierce, Q 34946
J, hpoiloin of lh's 40(owrit"Acal fow " ploh,4404 withcol tht wdleit P"in,wou 6. A I goof Imm
Truss Trus
LG1BE9 F05 Hip
AN HOMES / LARGO v1
A0219178
Al Roof Trusses, Fort- Pierce, FL 3-49-46,--d-es-ign- @---a 1 -truss. com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:03 2018 Page I
ID:UumEBPzQXokuwJ2P5W?E2TyuP1h-8gm3vqftD-9dCOCUfiDDINieXSiltgaSUCQWBgzuqlc
5-11-2, 16-6-0 20-0-14
11-0-0 5-11-2 3-6-14 7-0-0 3-6-14 5-11-2 1-0-0 3.
0o I, z U8
LOADING (
ps" 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 1 Code FBC2017ITP12014 LUMBER -
TOP
CHORD 2x4 SP M 30 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No,3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-6-8 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 2-2-0 oc bracing. K4
if e-k- recommends that Stabilizers I -
I and
I
required
I
cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. fff REACTIONS. (
lb/size) 2
1100/0-3-8 (min.0-1-8) 7 =
1100/0-3-8 (min.0-1-8) Max
Horz 2
42(LC 13) Max
Uplift 2 =
721(LC 8) 7
721(LC 9) Max
Grav 2 =
1100(LC 1) 7 =
1100(LC 1) FORCES. (
lb) Max.
Comp./Max. Ton. - All forces 250 (1h) or less except when
shown. TOP
CHORD 2-
3=-3253/4560, 3-4=-2778/4012, 4-
5=-2690/3958, 5-6=-2778/4012, 6-
7=-3253/4559 BOT
CHORD 2-
11 =-4357/3140, 10-11 =-3780/2689, 9-
1 0=-3780/2689, 7-9=-4369/3140 WEBS
3-
11 =-507/672, 4-11 =-690/414, 5-
9=-691/414, 6-9=-508/672 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 5x10
MT20HS-- 3x8
CS1,
TC
0.80 BC
0.82 WB
0.21 Matrix -
MS 5x10
MT20HS -- 10
4x4
3x4
DEFL.
in (loc) I/clefl L/d Vert(
LL) 0-66 9-17 >476 240 Vert(
CT) -0.47 9-17 >670 240 Horz(
CT) -0. 11 7 n/a n/a 2)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
116mph; TCDL=5,Opsf; BCDL=5.Opsf; h=15ft; Cat,
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed; porch left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL= 1 .60 plate grip DOL=
1.60 3)
Provide adequate drainage to prevent water ponding.
4)
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 2-40-0 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 Ot=lb) 2=721, 7=721. LOAD
CASE(S) Standard
25-
8-12 Dead
Load Deg, = 1/4 in U8 -
PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
1101b FT=O% AnIhony
1. lombo III, ;) E a
1. V.4 We 0*C'.-J0qk.+'j v 80083 h
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I,--- I -
110-- - - At Roof Trusses, Fort Pierce, FL34946, design@a I truss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:04 2018 age I
ID:hA3xRN7kH8GY-sQsevncy2zOBnp-csKR7AgW(_IHUqamhDQkSrbGqhs2ir,z7bjSA4k6zuqlb
6-8-4 8-7-8 .. .... ....... I ......... .. . . 11-6-0 -1- 13-"_ _1'5-6-12 17-8-4 20-1-8
2-1-8 1 218 -1-114 2-1-6-8 1-11-4 2-1-8 --2-1-8 2-5-4
1.5x4 11 3x8 - 1.5x4 11 3x4 - 3x4 - 1.5x4 11 5x8 1.5x4 11
1 300 -:
Dead Load Deft, = 3116 in
300 :=--
10
4x4 i 1 400 -, 700 MT20HS 3X8 2x4 11. 2x4 H 3x8 2x4 11 4x10 4x4 11
2-5-9 4-6-12 6-8-4 11-64
2-6-4 1-9-1
LOADING (pso SPACING- 2-0-0 1 CS]. I OEFL. in (loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1.00 T C 0.71 I Vert(LL) 0.59 15-16 400 360
TCDL 10-0 Lumber DOL 1.00 BC 77 Vert(CT) 0,80 15-16 294 240
BCLL 0.0 Rep Stress Incr YES WB 0 90:8 Horz(CT) 0.08 11 n/a n1a
BCDL 5.0 Code FBC20171TPI2014 Matrix -MS
LUMBER -
TOP CHORD 20 SP M 31
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No,3 *Except*
Wl: 2x6 SP No.2, W2: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-6 oc,
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc; bracing,
REACTIONS. (lb/size)
20 5621/0-5-0 (min. 0-1-9)
11 = 4993/0-3-8 (min. 0-1-8)
Max Grav
20 5621(LC 1)
11 4993(LC 1)
FORCES. (lb)
Max, Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-20=-4027/0, 1-2=-974110, 2-3=-9741 /0,
3-4=-22338/0,4-5=-22338/0,
5-6=-2556010, 6-7=-22233/0,
7-8=-22233/0, 8-9=-9830/0, 9-10=-9830/0,
10-11=-4044/0
BOT CHORD
19-20=0/1033,18-19=0/18135,
18-21 =0/18039,17-21 =0/18039,
17-22=0/25560,16-22=0/25560,
16-23=0/25560,15-23=0/25560,
15-24=0/25560,14-24=0125560,
14-25=0/18088,13-25=0/18088.
13-26=0/17985, 12-26=0/17985, 12-27=
0/1 105,11-27=0/1 105 WEBS 1-
1
9=019461, 3-19=-9174/0, 3-18=0/1 436, 3-17=
0/4698, 5-17=-391710, 5-16=0/1422, 6-15=0/1475,
6-14=-4030/0, 8-14=0/4509, 8-13=0/1
547, 8-12=-8958/0,10-12=0/9479 NOTES- 1) 3-ply
truss
to be connected together with 1 Od 0. 13 1"x3")
nails as follows: Top chords connected as
follows: 2x6 - 2 rows staggered at 0-9-
0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as
follows: 2x6 - 2 rows staggered at 0-7-
0 oc. Webs connected as follows:
2x4 - 1 row at 0-9-0 oc, 2) All loads are
considered equally applied to all plies, except if noted as
front (F) or back (B) face in the LOAD CASE(S) section.
Ply to ply connections have been provided to distribute
only loads noted as (F) or 6), unless otherwise indicated,
3) Unbalanced floor live
loads have been considered for this design. 4)
All plates are
MT20 plates unless otherwise indicated. 5) Plates checked
for
a plus or minus 0 degree rotation about its center.
6) Recommend 2x6 strongbacks,
on edge, spaced at 10-0-0 oc
and fastened to each truss with 3-10d 0.131" X 3")
nails, Strongbackstobeattached to walls at their outer ends
or restrained by other means. 7) Hanger(s) or other
connection device(s) shall be provided sufficient to support concentrated
load(s) 848 lb down at 0-2-
12, 845 lb down at 2-6-4, 845 lb down at 4-6-4, 845
lb down at 6-3-12, 845 lb down at 8-3-12, 845 lb
down at 10-3-12, 845 Ito down at 12-3-12, 845 lb
down at 14-3-12, and 845 Ito down at 16-3-12, and 845
lb down at 18-3-12 on bottom chord, The design/selection of such
connection device(s) is the responsibility of others. LOAD
CASE(S) Standard 1)
Dead + Floor Live (
balanced):
Lumber lncrease=1.00, Plate Increase=
1.00 Uniform Loads (plf) Vert: 1-
10=-100, 11-
20=-10 Concentrated Loads (lb) Vert: 20=-
848(F) 19=-
845(F) 18=-845(F) 21 =-845(F) 22=-845(F) 23=-845(
F) 24=-845(F) 25=-845(F) 26=-845(F) 27=-845(
F) 20-1-8 PLATES GRIP
MT20 2441190 MT20HS
187/143
Weight: 326
lb FT = 0%
W"An N". l.qhl!
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JOG Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
A0219180
WJRCLGIBE9 FG03 FLAT GIRDER 1 2 Job Reference (optional)
of - Trusses,
11
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34946,
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russ,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:05 2018 Page 1
ID: hA3xRN7kH8GY-sQsevncy2zOBnp-43upKWg8ir-PLSiLtn7FhNoo2KFPULRQIyWvdGYzuqla
34-2 6-4-7 94-1 11-9-11 14-10-0 17-10-6 21-2-8
3-4-2 3-0-5 3-0-5 2-4-14
I.
3-0-6 3-0-6 3-4-2
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x6 SP 240OF 2.01E
WEBS 2x4 SP No.2 *Except*
W11: 2x6 SP No.2, W3: 2x4 SP No, 3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-0-11 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
18 224210-7-4 (min. 0-1-8)
10 2243/0-7-4 (min, 0-1-8)
Max Herz
18 = -24(LC 4)
Max Grav
18 2434(LC 2)
10 = 2434(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten- - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-18=-2060/0, 1-19=-6337/0,
19-20=-633710, 2-20=-6337/0.
2-21 =-6337/0, 3-21 =-633 7/0,
3-22=-12851/0, 22-23=-12851/0,
4-23=-12851/0, 4-24=-12851/0,
5-24=-12851/0, 5-25=-12851/0,
25-26=- 12851/0, 6-26=- 12851 /0,
6-7=-6338/0, 7-8=-6338/0, 8-27=-6338/0,
27-28=-6338/0, 9-28=-633810,
9-10=-2061/0
BOT CHORD
18-29=0/742, 29-30=01742, 17-30=0/742,
16-17=0/1 1187, 15-16=0/1 1187,
15-31 =0/1 1187, 31-32=0/1 1187,
14-32=0/11187, 14-33=0/12851,
13-334/12851, 13-34=0/11190,
34-35-0/11 1190, 12-35=0/1 1190,
12-36=0/1 1190, 11-36=0/1 1190,
11-37=01742, 37-38=Of742, 10-38=01742
WEBS
1-1 7=015843, 2-17=-550/0, 3-17=-5078/0,
3-14=0/1742, 4-14=-613/0, 5-13=-613/0,
Continued on Daae 2
WEBS
1-1 7=0/5843, 2-17=-550/0, 3-17=-5078/0,
3-14=0/1742, 4-14=-613/0, 5-13=-613/0,
6-13=0/1 738, 6-11 =-5079/0,
8-11 =-550/0, 9-11 =0/5844
NOTES-
1) 2-ply truss to be connected together with 1 Od
0.131'x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc,
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
8), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= I 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left and
right exposed, Lumber DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water
pending.
5) All plates are MT20 plates unless otherwise
indicated.
6) Plates checked for a plus or minus 0 degree
rotation about its center.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads,
8) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,
9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been
modified. Building designer must review loads to verify
that they are correct for the intended use of this truss.
Dead Load Deb. = 9/16 in
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 11
lb down and 29 lb up at 2-5-4, 7 In down and 21 lb up
at 3-0-0, 7 lb down and 21 lb, up at 5-0-0, 7 lb down
and 21 lb up at 7-0-0, 7 lb down and 21 lb up at 9-0-0
1 7 Ith down and 21 lb up at 10-7-4, 7 lb down and 21
lb up at 12-2-8, 7 lb down and 21 lb up at 14-2-8, 7 lb
down and 21 lb up at 16-2-8, and 7 lb down and 21 lb
up at 18-2-8, and 11 lb down and 29 lb up at 18-9-4
on top chord, and 10 lb down at 2-5-4, 9 lb down at
3-0-0, 9 lb down at 5-0-0, 9 lb down at 7-0-0, 9 lb
down at 9-0-0, 9 lb down at 10-7-4, 9 lb down at
12-2-8, 9 lb down at 14-2-8, 9 lb down at 16-2-8, and
9 lb down at 18-2-8, and 10 lb down at 18-9-4 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1 .00
Plate Increase=1.00
Uniform Loads (plf)
Vert: 10-18=-10
Concentrated Loads (lb)
Vert: 7=-2(B) 16=-9(B) 19=-3(B) 20=-2(B) 21 =-2(B)
22=-2(B) 23=-2(B) 24=-2(B) 25=-2(B) 26=-2(B)
27=-2(B) 28=-3(8) 29=- 1 O(B) 30=-9(B) 31 =-9(B)
32=-9(B) 33=-9(B) 34=-9(B) 35=-9(B) 36=-9(B)
37=-9(6) 38=- 1 O(B)
Trapezoidal Loads (plf)
Vert: 1=-165-to-24=-235,24=-235-to-9=-165
2) Dead + 035 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=l .00, Plate Increase=1.00
Uniform Loads (pit)
Vert: 10-18=-10
Concentrated Loads (lb)
Vert: 7=-2(B) 16=-8(B) 19=-3(B) 20=-2(6) 21=-2(B)
22=-2(6) 23=-2(B) 24=-2(B) 25=-2(B) 26=-2(B)
27=-2(B) 28=-3(B) 29=-8(B) 30=-8(8) 31 =-8(B)
32=-8(B) 33=-8(B) 34,---8(B) 35=-8(B) 36=-8(B)
37=-8(B) 38=-8(B)
Trapezoidal Loads (plf)
Vert: 1=-189-to-24=-250, 24=-250-to-9=-189
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Pit, metal=0.90
Uniform Loads (plf)
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Job Truss Truss Type QtY Ply RYANHOMES -/- LARGO --V1 - 180
WRCLG1BE9FG03FLATGIRDER 1 A0219 FL
34946, design@a1truss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 6645:WM1610age-2 ID:
hA3xRN7kH8GY-sQsevncy2zOBnp-43upKWg8ir-PLSjLtn7FhNoo2KFPULRQIyWvdGYzuqia LOAD
CASE(S) Standard
Uniform
Loads (plf) Vert:
10-18=-10 Concentrated
Loads (lb) Vert:
7=-2(B) 16=-3(B) 19=-3(6) 20=-2(B) 21 =-2(B) 22=-
2(B) 23=-2(6) 24=-2(B) 25=-2(B) 26=-2(B) 27=-
2(B) 28=-3(B) 29=-3(B) 30=-3(B) 31=-3(B) 32=-
3(B) 33=-3(B) 34=-3(B) 35=-3(B) 36=-3(B) 37=-
3(B) 38=-3(B) Trapezoidal
Loads (plf) Vert:
1=-180-to-24=-215, 24=-215-to-9=-180 15)
Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0,
75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=
11,60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
10-18=-10 Horz:
1-18=15, 9-10=4 Concentrated
Loads (lb) Vert:
7= 1 6(B) 1 9=21 (B) 20= 16(6) 21 = I 6(B) 22= 1 6(B) 23=
16(13) 24= 1 6(B) 25= 1 6(B) 26= 1 6(B) 27= 16(B) 28=
21(B) Trapezoidal
Loads (plf) Vert:
1=-132-to-24=-220, 24=-220-to-9=-132 16)
Dead + 0.75 Roof Live (bal,) + 0.75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg, Int) Right): Lumber Increase=
1.60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
10-18=-10 Horz:
1-18=-4, 9-10=-15 Concentrated
Loads (lb) Vert:
7= 16(B) 19=21 (B) 20= 1 6(B) 21 = 1 6(B) 22= 1 6(B) 23=
16(6) 24= 16(13) 25= 1 6(B) 26= 1 6(B) 27= 1 6(B) 28=
21 (B) Trapezoidal
Loads (plf) Vert:
1=-129-to-24=-197, 24=-197-to-9=-129 17)
Dead + 0.75 Roof Live (bal,) + 035 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber
Increase=1,60, Plate InGrease=1,60 Uniform
Loads (plf) Vert:
10-18=-10 Herz:
1-18=12, 9-10=2 Concentrated
Loads (lb) Vert:
7=16(B) 19=21(B) 20=16(6) 21=16(B) 22=16(B) 23=
16(B) 24=16(B) 25=16(B) 26=16(B) 27=16(B) 28=
21(B) Trapezoidal
Loads (pit) Vert:
1-131-to-24=-214, 24=-214-to-9=-131 18)
Dead + 035 Roof Live (bal.) + 0,75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber
Increase= 1 .60, Plate Increase= 1.60 Uniform
Loads (pit) Vert:
10-18=-10 Horz:
1-18=-2, 9-10=-12 Concentrated
Loads (lb) Vert:
7=16(B) 19=21(6) 20=16(B) 21=16(B) 22=16(B) 23=
16(B) 24=16(B) 25=16(B) 26=16(B) 27=16(B) 28=
21(B) Trapezoidal
Loads (plf) Vert:
1=-129-to-24=-197,24=-197-to-9=-129 iwqmft":
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A0219181
FL01 Floor ---
Job Refere - nee --- optional)_
Cf Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: -8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 KkiTek Industries, Inc. Tue Jan 16 09:35:06 2018 Page 1
ID: yPUCgGfLZTqtoRCQb7?lNaz2jnS-ZFSBYshmWvXC3tw3LmwwOLCEfh54umuAAfBo_zuqIZ
0-1-8
2-6-0 1-5-8 j l 1-3-0 0 -11
Dead Load Deft. = 3/16 in
3x8 3x4 = = 3x6 FP--- 3x4 3x8 -
4 S, 6 7 8 9 10 11
3x6 -- 3x8 = 3x4 : 3x3 -= 302 MT20HS FP 3x8 - 3X6 :
LOADING (psO SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL L00
BCLL 0.0 Rep Stress Incr YES
BCOL 5.0 Code FBC2017fTP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 1146/0-7-4 (min. 0-1-8)
18 = 1146/0-7-4 (min. 0-1-8)
Max Grav
12 1146(LC 1)
18 1146(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3716/0, 3-4=-3716/0, 4-5=-4908/0,
5-6=-4908/0, 6-7=-4908/0, 7-8=-4908/0,
8-9=-3712/0, 9-10=-3712/0
BOT CHORD
17-18=0/2167, 16-17=0/4623,
15-16=0/4908, 14-15=014616, 13-14=0/
4616, 12-13=0/2159 WEBS 10-12=-
2387/
0, 2-18=-2396/0, 10-13=0/
1717, 2-17=011712, 9-13=-261/0, 8-13=-1000/
0, 4-17=-1003/0, 8-15=-951729,
4-16=-1 511714, 7-15=-369/
25 NOTES- 1) Unbalanced
floor
live loads have been considered for this design. 2)
All plates
are MT20 plates unless otherwise indicated. 3) All plates
are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked
for a plus or minus 0 degree rotation about its center,
5) Recommend 2x6
strongbacks, on edge, spaced at 10-0-0
oc and fastened to each truss with 3-10d (0131" X 3") nails,
Strongbacks to be attached to walls at their outer ends or
restrained by other means. 1 219 2:
2
21-21-6
21-
2-8 CSI.
DEFL. in (loc)
I/defl L/d PLATES GRIP TC 0.58 Vert(
I-L) 0.4516-17 559 360 MT20 244/190 BC 0.91 Vert(
CT) 0.63 16-17 397 240 MT20HS 187/143 WB 0.82 Horz(
CT) 0.10 12 n/a n/a Matrix-S Weight: 104
lb FT = O%F, O%E LOAD CASE(S) Standard
41 00--w
to,
stf,
S,-( We* M" 04 4. '- 4.1p i."R, G;nl4lr it `,"k, "o Ww'SW, . c'"", 0 t. goo'.d -J—," nf"Addf W 0,V q C, 114 K of to .1, max, TJ I Te i"V —,ni- lwt4 1",- t041" An"hony T. combo It', ;) E, She; me oft le,
1, V Wet, W IM ",jv dWoto!W 0 ev, 1" "q m", n*10. W k-i Ae( , 1y 0 ; "083 W 10— *1 IM
4 111 e $,I", Nil", I: , N"V""qp- mo con -15 4451 51, Lurie blvd. MkWW,;4*.,—td.4'
0N PA 1'e,1ce, FL 34946 qy,qht0 2016 A
I kootimso WhoylA.40111 N. R'p,edoi0o of 1ho b(mmm." 1.., 6 pahMed•Aw the "tmepptwmmhmA I Roollmm
WRCLGlBE9
Truss
FL02GE
e, FL 346413-,
Floor Supported Gable
Run: 8.1
HOMES /
tl—[- 1_ ]
rqnce,(qptional49bRefer
s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:06 201it t"Page I ID:
hA3xRN7kH8GY-sQsevncy2zOBnp-ZFSBYshmWvXC3tw3LmwwOLK3fv2442uAAfBo_,.zuqlZ 4-
10-0 LOADING (
psf) SPACING- 2 CSI. DEFL. in (loc) I/deft L/d TCI-
L 40,0 Plate Grip DOL 1%00 BIC Vert(LL) n/a n/a 999 TCDL
10 Lumber DOL 1.00 N 02 Vert(CT) n/a n/a 999 BC
0 LL01
Rep
Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL &
0 Code FBC2017fTP12014 Matrix-R LUMBER -
TOP
CHORD 2x4 SP No.2(fiat) BOT
CHORD 2x4 SP No.2(flat) WEBS
2x4 SP No,3(flat) OTHERS
2x4 SP No.3(flat) BRACING-
TOPCHORD
Structural
wood sheathing directly applied or 4-10-0 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-" oc bracing. REACTIONS.
All bearings 4-1 0-0. lb) -
Max Grav All
reactions 250 lb or less at joint(s) 10,
6,9,8,7 FORCES. (
lb) Max.
Comp,/Max, Ten, - All forces 250 (lb) or less except when
shown. NOTES-
1)
All plates are 1.5x4 MT20 unless otherwise indicated. 2)
Plates checked for a plus or minus 0 degree rotation about
its center. 3)
Gable requires continuous bottom chord bearing. 4)
Truss to be fully sheathed from one face or securely braced
against lateral movement (i.e. diagonal web). 5)
Gable studs spaced at 1-4-0 oc. 6)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d (0.131" X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 Weight:
22 lb FT = O%F, O%E Anthony
T. fi)m Lo I I i' P.E. ow..
80083 4451
St, Luop NO, opyn4to
2014 A I Roof hs"s Arthool I lomb, III P kq'od.aoto of thlsdmwo A 4q It, M, "pobti,od .0with, -11'0 pmtmo Ito. A I toot lw,o What, 1, To,oho III P I. Fc,!
Nelce, FL 341446
Truss
RCLG' F LO 3
i Roof Trusses, Fort Pierce, F , L —
0-1-8
1 2-6-0
JTruss
Type QtY
JPIY 1IRYANHOMES/LARG00
A0219183
Floor
t onal) I — (gpj
itruss.coiln Fzun:-8.12-0- s---N-ov-12 2017 Print: 8.126 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:07 2018 Page I
ID:yPUCgGfLZTqtoRCQb7?lNaz2jnS-IROZIBiOHDf3h1VFuYlASDuKF3OMpL12PqOkKRzuqlY
0 34 -01-11173 1 l-2-
111 H- 1-3-- I
3x4 , 3x4 - 3x3 =- 3x6 FP= 3x8
1-111-3--O_ 11 11-9-4 II 0f4TO
Dead Load Dell. = 3/16 in
3x3 II 3x3 5X6 --
3x6 3X8 Us MT20HS FP--- 3x8 3X8 3x3
U6 --
LOADING (pso SPACING- 2-0-0
TCLIL 40,0 Plate Grip DOL I .00
TCOL 10.0 Lumber DOL I .00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP No.2(flat) *Except*
T1: 2x4 SP M 31 (flat)
BOT CHORD 2x4 SP M 30(flat) *Except'
B2: 2x4 SP M 31 (flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-21-0 oc
purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
15 102/0-3-8 (min. 0-1-8)
26 1095/0-7-4 (min. 0-1-8)
19 1579/0-3-8 (min. 0-1-8)
Max Uplift
15 -78(LC 3)
Max Grav
15 210(LC 4)
26 1099(LC 10)
19 = 1580(LC 9)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3514/0, 3-4=-3514/0, 4-5=-460810,
5-6=-4608/0, 6-7=-4129/0, 7-8=-3196/0,
8-9=-3196/0, 9-1 0=-319610, 10-11 =0/608,
11-12=0/605
BOT CHORD
25-26=0/2062, 24-25=0/4324,
23-24=0/4324, 22-23=014129,
21-22=0/4129, 20-21 =014129,
19-20=0/1693
WEBS
2-26=-2280/0,10-19=-2422/0,
2-25=011 605, 10-20=011 679, 3-25=-25 1 /0,
4-25=-896/0, 7-20=-1 420/0, 4-23=0/41 0,
5-23=-408/0, 7-21 =0/385, 6-22=-365/0,
6-23=-1 20/866, 12-1 9=-68510
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
CS1. DEFL. in (loc) I/defi L/d
TC 0.82 Vert(LL) 0.49 22-23 502 360
BC 0.97 Vert(CT) 0.6722-23 366 240
WB 0.80 Horz(CT) 0.08 19 n/a n/a
Matrix-S
3) All plates are 1,5x4 MT20 unless otherwise
indicated.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 78 lb uplift at
joint 15.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
0,131" X 3") nails- Strongbacks to be attached to
walls at their outer ends or restrained by other means.
7) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
8) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 128 lb FT = O%F, O%E
foo— a+iat rst NO -
Anthony r. To;nho 111, PE
r 80083
0., Wit," (.Vetio Wpm,w , M " WA.", I—g* P.V?14— TP1 141*1 r,paw,aaen aeENI IVV "t, WN, 4451 St. Lucie Blvd. Vo,k
Pierce, 1[ 34946 optillif V
Mi, A I fool hossts Tiollion, 1, Tomb* 11V lit, Ropl000(tiom of 10" komol"it afty form, is PO'li'led wACVI the -11Ca fewwo. hom A I Rot TwIes Who" I lollio Ill, P.I.
Truss Truss Type
1-
6ty Ply - RYAN HOMES / LARGO v1
A;219184LG1BE9FL04Floor
FL UW, design( --at truss.- _ ss- -Run: 6.126 s Nov 12- -2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. -
Job Reference {optional)
T , u a J , an - I , 6 - 0 - 915W26160.-ge 1ofTrusses, Fort Pierce, com
I
ID:yPUCgGfLZTqtoRCQb7?lNaz2jnS-1 ROZIBiOHDf3h I VFuYlASDuJB302pKt2PqOkKRzuqlY
0-1-8
if 2- 1-3-0 2-,374 1-3-0 2-1-4 0-IJ-8
Dead Load Defl, = 3/16 in
3x6 3x4 3x4 - 3x4 3x6 FP Us 3x3 11 3x4
3x4 Us Us MT20HS FP 3x8 Us 3x6
U6
rawsm
viate insets (x,y)-- 11:tage,0-0-12], 16:0-1-8,Edgel, [7:0-1-8,Edge], [10:0-3-4,Edge], 12:0-1-8, Edge], [15:0-2-12,Edge], [16:0
L25:0-1-8,-0-0-121
LOADING p so SPACING- 2-0-0 C SI D EFL. in (to c) I/d ell L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.47 18-19 >523 360
TCDL 110.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.65 18-19 >381 240
BCLL 0.0 Rep Stress Incr YES WB 0,89 Horz(CT) 0.06 15 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 31 (flat) 'Except* NOTES.
T2: 2x4 SP No 2(flat)
BOT CHORD 2x4 SP M 31 (flat) *Except' 1) Unbalanced floor live loads have been considered
B 1 : 2x4 SP M 30(flat) for this design.
WEBS 2x4 SP No.3(flat) 2) All plates are MT20 plates unless otherwise
BRACING- indicated.
TOP CHORD 3) All plates are 1,5x4 MT20 unless otherwise
Structural wood sheathing directly applied or 5-10-15 oc indicated.
purlins, except end verticals.4) Plates checked for a plus or minus 0 degree
BOTCHORD rotation about its center.
Rigid ceiling directly applied or 2-2-0 oc bracing. 5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 453 lb uplift at
REACTIONS. (lb/size) joint 14.
22 1006/0-7-4 (min. 0-1-8) 6) Recommend 2x6 strongbacks, on edge, spaced at
14 -271/0-3-8 (min. 0-1-8) 10-0-0 oc and fastened to each truss with 3-10d
15 = 205810-3-8 (min. 0-1-8) 0,131" X 3") nails. Strongbacks to be attached to
Max Uplift walls at their outer ends or restrained by other means,
14 -453(LC 3) 7) CAUTION, Do not erect truss backwards,
Max Grav
22 = 1007(LC 3)
14 108(LC 4) LOAD CASE(S)
15 2058(LC 1) Standard
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3126/0, 3-4=-3126/0, 4-5=-3848/0,
5-6=-3848/0, 6-7=-3161/0, 7-8=-2019/0,
8-9=-201910, 9-1 0=-2019/0, 10-11 =0/2058,
11-12=0/2056
BOT CHORD
21-22=0/1 868, 20-21 =0/3743,
19-20=013743, 18-19=0/3161,
17-18=0/3161, 16-17=0/3161, 15-16=0/335,
14-15=-1064/0
WEBS
2-22=-206510, 10-15=-2612/0,
2-21 =0/1 391, 10-16=0/1 870, 3-21 =-25210,
4-21 =-682/0, 7-16=- 1596/0, 4-19=0/261,
5-19=-441/0, 7-17=0/445, 12-14=0/1 173,
12-15=-1379/0, 6-19=011042, 6-18=-422/0
4-1
23:0-
25 911
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 129 lb FT = O%F, O%E
SJjjr, QUAi rltlkli 1., 41, In,pM.0-4 ,el"" JIV, wriA4.fi 104. * Tirl W4
Its 1- or- itit- II w 100 r.Ft'toe, . ftro,:, 0 14 pol'uhm 1%4I" 1., 14 tot Is, * 0" im, 01,14 IKW .4t 1-1 '4 nor, .-P., 1wj mon., Mwirl, Anrhony T. TDmbo 11% u,F6.11KI
9 80083
4451 St, Lucie Blvd,
2016 A I birl
Fort ?:,rce, VI 3494641LInnAlreIII, PA, hpWors, Olko 40mment, irsorly orillimille ."Hen pomoiiopflonsA 1110.1 Imses
WRCLG1 BE9 FLO5 I FloorI
Al Roof Trusses. Fort Pierce, FL 34946, design(o)al truss.com
0-1-8
111 2-6-0
3x4 - 3x3 30 11 3X8
Qty Ply RYAN
4
A0219185
Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:08 2018 Page 1
ID:yPUCgGfl-ZTqtoRCQb7?lNaz2jnS-VeayzXiO2XowJB4SSGpP?QQXgTMZYoGBeU8HttzuqlX
1-7-8 0-1)-8
Dead Load Deft. m 3/16 in
3x4 - 3x6 FP - 3x4 -- U6
26691If
3x4 - 3x8 3x6 FP--- 3x4 3x8 3X6 -
U8
Plate Offsets (XY)_- 11_:Edge,0-0-1 21, R;9-11'78,Edgels tT:(
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10,0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC20171TPI2014
LUMBER -
TOP CHORD 2x4 SIP M 30(flat)
BOT CHORD 2x4 SIP No.2(flat) *Except*
B2: 2x4 SP M 30(flat)
WEBS 2x4 SP No3(fiat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
20 1635/0-3-8 (min. 0-1-8)
23 135/0-7-4 (min. 0-1-8)
14 1022/0-3-8 (min, 0-1-8)
Max Uplift
23 -125(LC 4)
Max Grav
20 = 1637(LC 8)
23 = 299(-C 3)
14 = 1025(LC 7)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less except
whenshown.
TOP CHORD
2-3=-3181485, 3-4=0/1021, 4-5=0/1023,
5-6=-2734/0, 6-7=-2734/0, 7-8=-3848/0,
8-9=-3848/0, 9-10=-3848/0,
10- 11 =-3260/0, 11-12=-326010
BOT CHORD
22-23=-485/318, 21-22=-485/318,
20-21 =-485/318,19-20=0/1 210,
18-19=0/1 210, 17-18=0/3848,
16-17=0/3848, 15-16=0/3908,
14-15=0/1968
WEBS
2-23=-350/534, 3-20=-919/0,
12-14=-2160/0, 5-20=-2263/0,
12-15=0/1428, 5-18=0/1717, 6-18=-273/46,
10- 1 5=-716/0, 7-18=- 1330/0,
10-16=-358/425
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 1.5x4 MT20 unless otherwise indicated.
Jgel, [16:0-1 -8,-Ed1gql, L24:0-1-8,0-0-121, fM:01-11 -8,9-0-121
CSL DEFL. in (loc) I/defl L/d
TC 0,65 Vert(LL' 0*43 15-16 546 360
BC 0.97 Vert(CT) 0.61 15-16 384 240
WS 0,82 Horz(CT) 0.07 14 n/a n/a
Matrix-S
3) Plates chocked for a plus or minus 0 degree
rotation about its center.
4) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 125 lb uplift at
joint 23.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131" X 3") nails. Strong backs to be attached to
walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards,
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 129 lb FT = O%F, O%E
A." JjV')-'4Ro:W1kk1W"T %'ki it to-O"'o-,
ZE - -
11' An} bony (, Vomt)D IL, ;',E,
80083
4451 St, Lude Blvd,
ww*j 91 eat".' NA ;Ye,ce, Ft, 34946
qyfilhl 0 ?N6 A I loot Imin kollooflyl, tombs 111, P.E. . Reptduaif this immem"A ooy fmm, ii prohihited .0"I the -Ifefl pewwoo hom A I too( Twm
Ply LARGO
WRCLGlBE9___ F
I
L06 G
Ai"Roof Trusses, - Fort Pierce, FL 34946,
11-3-0
FLOOR GIRDER 1
Jab Reference
A0219186,11-9 - ". - - - -", ----"_(4?p , - ", 4, -2rtional
tniss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:09 2018 Page 1
ID: hA3xRN7kH8GY-sQsevncy2zOBnp-zq8KAtiepqwnwLfeOzKeYezj9toOHLEKt8trPJzuqlW
I - -2-4 , i
4x6 - :
4x6 : =
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/d
TCLL 40.0 Plate Grip DOL 1,00 TC 0,60 Vert(LL) 0,07 10 999 360
TCDL 10.0 Lumber DOL 1,00 BC 0.64 Vert(CT) 0.09 10 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.02 7 n/a n/a
BCOL 5.0 Code FBC2017fTP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SIP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 904/0-6-14 (min, 0-1-8)
7 897/0-3-8 (min. 0-1-8)
Max Grav
12 904(LC 1)
7 902(LC 4)
FORCES. (lb)
Max, Comp./Max, Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-13=-191410.13-14=-1914/0,
3-14=-1 914/0, 3-15=-2482/0,
15-16=-2482/0, 4-16=-2482/0,
4-17=-183010, 5-17=- 1830/0 BOT
CHORD 11 -
1 2=0/1 277, 10-11 =0/2482, 9-1 0=0/2482, 8-
9=0/2482, 7-8=0/1 176 WEBS
2-
12=-1568/0, 2-11 =0/813, 3-11 =-724/22, 5-7=-
1443/0, 5-8=0/805, 4-8=-824/0 NOTES- 1)
Unbalanced
floor live loads have been considered for this design.
2) Plates
checked for a plus or minus 0 degree rotation about its
center. 3) Recommend
2x6 strongbacks, on edge, spaced at 10-0-
0 oc and fastened to each truss with 3-10d (0.131" X 3')
nails. Strongbacks to be attached to walls at their outer ends
or restrained by other means. 4) Hanger(
s) or other connection device(s) shall be provided sufficient
to support concentrated load(s) 190 lb down
and 178 lb up at 2-5-4, 135 lb down and 178 lb up
at 4-5-4, and 190 lb down and 178 lb up at 6-5-
4, and 192 lb down and 172 lb up at 8-5-4 on top chord. The
design/selection of such connection device(s)
is the responsibility of others. LOAD CASE(
S) Standard 1)
Dead +
Floor Live (balanced): Lumber Increase=1.
00, Plate Increase=1.00 Uniform Loads (
plo Vert: 7-
12=-10, 1-6=-100 Concentrated Loads (
lb) Vert: 3=-
1 14 13=-1 14 14=-1 10 15=-1 10 16=-1 14 17=- 110
18=- 117 PLATES GRIP
MT20 244/
190 Weight: 53
lb FT = O%F, O%E r W '
k AeA.' I laaN t' t i Ift- %w W", o' DO, 0 ..... . 104 . A, TOD 41hDuy T.
lonbt) T, F.E. 44-0m' 4451 St.
Lucie h[vd, opynght07016A lkoefl-
w h1hoeyl.Twbollf P.1 Replodoiop 00h's imm"t, in0AY lefffi, is pah'bhd w'Ihoqt the ma FtmiwDo begsI Roflmm Fort Pierce, FL
34946
lob muss truss Type _Ply -- WHOMES 1LARGQ VI A02 -
19 1
1
1
8 -
7 N,
RCLGIBE9 FL07GE Floor Supported Gable - 2 1]JobReference ------ - -- ---- - ----- ----- -"(
qp Al
Roof Trusses, Fort Pierce, FL 34946, design@al truss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:09 2018 Page I ID:
hA3xRN7kH8GY_sQsevncy2zOBnp-zq8KAtiepqwnwLfeOzKeYezrFtA - RnKtBtrPJzuI 0
8 011f8 1
2 3 4 5 6 11
j 9"
B0 ST1 ST1 S1 ST1ST16
26
25 24 23 mmk
E-IME101-MOMMS, 22
21 LOADING (
psf) SPACING- 2-0-0 CSI. TCLL
40.0 Plate Grip DOL 1,00 TC 0.08 TCDL
10,0 Lumber DOL 1.00 BC 0.01 BCLL
0.0 Rep Stress Incr YES 1 0,03 IWEIBCDL
5,0 Code FBC2017fTP12014 I Matrix-S LUMBER -
TOP
CHORD 2x4 SP No.2(flat) BOT
CHORD 2x4 SP No.2(flat) WEBS
2x4 SP No,3(flat) OTHERS
2x4 SIP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 10-0-0 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing, REACTIONS.
All hearings 16-1 -0. lb) -
Max Grav All
reactions 250 In or less at joint(s) 26,
14, 25, 24. 23, 22, 21, 20, 19, 18, 17,
16, 15 FORCES. (
lb) Max.
Comp,/Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
All plates are 1.5x4 MT20 unless otherwise indicated, 2)
Plates checked for a plus or minus 0 degree rotation about
its center, 3)
Gable requires continuous bottom chord bearing. 4)
Truss to be fully sheathed from one face or securely braced
against lateral movement (i.e. diagonal web). 5)
Gable studs spaced at 1-4-0 oc. 6)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 Od (0. 13 1" X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. LOAD
CASE(S) Standard
7
U3 -
8
9 10 11 20
19 18 17 16 3x3
16-
1-0 16-
1-0 DEFL.
in (loc) I/defl Ud Vert(
LL) n/a n/a 999 Vert(
CT) n/a n/a 999 Horz(
CT) 0.00 14 n/a n/a 12
13 15
14 PLATES
GRIP MT20
244/190 Weight:
72 lb FT = O%F. O%E tworase
W4 I lc')i Wj Alithoy
T. lombo Ifl, P E 1
u".Mt 1' 0 1a1 0— 1 MW Z4 "W wt'j3S qex. 6,l two ON 41 N V .4 1". Nllwe 0 %, 11%, .4 0, l, *,n k 10 WN,
W t,*4 ensav, a,a 'it'": .4 WA v."_'V V4., iw— M il- ww"ll vil", 4451 Lucie Blvd 0, T'- "'
r lN i,' il.*4 N,j. ,, o' Wv f"' 0 . Wil", P, ti"W"ie t, v, " I" it, Fol P,,
we, H 0946 tsFYziygl 2016A
1hQlINAwi k"llililyl lombolli'liJ, Ifildhli"t, Aqft"l imbollLP'L, zt
Job Truss Truss.
IWRCLG1BE9 FL08 Floor
Al Roof Trusses, Fort Pierce, FL 3494-6, d--esign-@a-l--t-rus-s-.com
0-1-8
1, 1 i --- -- 124-0 - _ __ _ I
1
pe ___
jQl`
Y
I
Ply RYAN HOMES / LARGO v1
A02191884
Job Reference (option*)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2W MJT-ek Industries, Inc. Toe Jan 16 09:35:09 2018 Page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-zq8KAtiepqwnwLfeOzKeYezjRtiQHKYKt8trPJzuqlW
1 6-0 2-1 -0 i I 1-6-0 011f8
Dead Load Deft, = 1/16 in
3x6 30 3x3 7
2 3 4 5 6
U6
7
3x4 3x6 -- 3x6 3x6
16-1-0
16-1-0
Plate Offsets (X,Y)-- 11'Edge,0-0-1 2],115:0-178,0-0- 121, tl 7:0-1 -8,0-0-121
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Ved(I-L) 018 10-11 999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 1,00 Vert(CT) 0.25 10-11 770 240
BCLL OLO Rep Stress Incr YES WEI 0.50 Horz(CT) 0,05 9 n/a n/a
BCDL 5,0 Code FBC2017ITP12014 Matrix-S Weight: 81 lb FT = O%F, O%E
LUMBER -
TOP CHORD 2x4 SP No,2(fat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No,3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc;
purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
9 = 861/0-3-8 (min. 0-1-8)
14 = 867/0-7-4 (min,0-1-8)
Max Grav
9 = 861(LC 1)
14 = 867(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2519/0, 3-4=-2519/0, 4-5=-279110,
5-6=-2536/0, 6-7=-2536/0
BOT CHORD
13-14=0/1 578, 12-13=0/2791,
11-12=0/2791, 10-11=0/2791, 9-10=0/1607
WEBS
7-9=-1763/0,2-14=-174410,7-10=0/1027,
2-13=0/1041, 5-10=-589/31, 4-13=-603/16
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 1,5x4 MT20 unless otherwise indicated.
3) Plates checked for a plus or minus 0 degree rotation
about its center,
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards,
LOAD CASE(S)
Standard
kllhq " W P"!'Wo! 0 N 1—IN a.." "fta d -4 " 10 IA'.g k'jw m r—W, 0 N K 1, "t .4 *' 1.x Wo ":.ft W R 11. qvv, 0 is V W "! I'M w d 6, 'J'A'j luAl'j, ;I W qAttoa W i"' nrd.t b.arnu4:::nd
4451 't, Lucie Blvd,
tort P:erce, FL 34946
kppf.60iop Dfirailowmi,in ORY lorm, up*bded Acquht -11'pomh'iophom A I Reoflmue WWI, L Tomb III, PA.
Truss Truss Type City Ply
IRYAN
HOMES / LARGO V1
A0219189
G 1 B 1-:9 FL09 Floor 10 i, Job _Reference -((?ptional),,
f-Tru-s-s-e-s', Fort Pierce - FL 34946, 946, d
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esi
I
gn - @a
11
1truss,conn Run: 8.126 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Tue Jan 16 09:35:10 2018 Page I
ID: hA3xRN7kH8GY__sQsevncy2zOBnp-ROhiNDkGa82eYVEqagrt4rWuZG2Y
0-1-8
1-6-0 -- -
Dead Load Defl. = 1/16 in
3x6 1.5x4 11 3x3 3x3 1.5x4 11 3x6 1,5x4 11
2 3 4 5 6 7 8
3x4 3X6 - 1.5x4 11 1.5x4 11 Us = 3x4
PIatq1O1ff1sets_(X,Y)— t1:EClge,0-0-12j, t15:0-17810-0-121
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017fTP12014
LUMBER -
TOP CHORD 2x4 SP No,2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 1-4-12 oc bracing.
REACTIONS. (lb/size)
9 = 855/Mechanical
14 = 855/0-7-4 (min. 0-1-8)
Max Grav
9 = 855(LC 1)
14 = 855(LC 1)
FORCES. (lb)
Max- Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2468/0, 3-4=-2468/0, 4-5=-2707/0,
5-6=-2463/0, 6-7=-2463/0
BOT CHORD
13-14=0/1551, 12-13=0/2707,
11-12=0/2707, 10-11=0/2707, 9-10=0/1552
WEBS
7-9=-1716/0, 2-14=-1715/0, 7-10=011007,
2-13=0/1014, 5-10=-595/28, 4-13=-570/31
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Refer to girder(s) for truss to truss connections,
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 131
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
15-9-8
15-9-8
CS1. DEFL. in (loc) I/defl L/d
TC 0.62 Vert(LL) 0,18 12-13 999 360
BC 1.00 Vert(CT) 0.24 12-13 763 240
W8 0.48 Horz(CT) 0.05 9 n/a n1a
Matrix-S
PLATES GRIP
MT20 244/190
Weight: 79 lb FT = O%F, O%E
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ww. Anthony T Tombe I't, P f,
80083
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F[ 34946 206
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WRCLGlBE9 FL10
AtRoofTrusses, Fort Pierce, F I
L
Truss
Type Floor
16,
design@altruss.com 0-
1-8 11
ll5xf "I'l - -- - ------ 7
6
NrA
V1 AAq1Q1Qn
3 _
I 1111-111,1Job'Reforencq Run:
8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 69:35:fd-2m F go I ID:
yPUCgGfLZTqtoRCQb7?lNa72jnS-ROhiNDkGa82eYVEqagrt4rWr3GCJOrzU5odOxmzuqlV 2-
6-0 U3
M 3x3
11 4-
5-0 41-
2-0 Plate
Offsets (X,Y)-- 11:Edge,0-0-1 21,16:0-1 -8,0-6-421 LOADING (
pso SPACING- 2-0-0 CSI. DEFL. in loc) I/dofl L/d PLATES GRIP TCLL
40.0 Plate Grip DOL 1,00 TC 038 Vert(LL) 0.00 5 ... 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 038 Vert(CT) 0,05 4-5 >999 240 BCLL
0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 4 n1a n/a BCDL
5.0 Code FBC2017fTPI2014 Matrix-P Weight: 25 lb FT = O%F, O%E LUMBER -
TOP
CHORD 2X4 SP M 30(flat) BOT
CHORD 2x4 SP No,2(flat) WEBS
2x4 SP No,3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-5-0 oc purlins,
except end verticals, BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 4
659/0-3-8 (min, 0-1-8) 5
735/0-7-4 (min. 0-1-8) Max
Grav 4
659(LC 1) 5
735(LC 1) FORCES. (
lb) Max.
Comp,/Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 34=-
299/0 BOT
CHORD 4-,
5=01736 WEBS
2-
4=-810/0, 2-5=-951 /0 NOTES-
1)
Plates checked for a plus or minus 0 degree rotation about
its center. 2)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d (0131" X
3") nails, Strongbacks to be attached to walls at their outer
ends or restrained by other means. 3)
CAUTION, Do not erect truss backwards, 4)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (8). LOAD
CASE(S) Standard
1)
Dead + Floor Live (balanced): Lumber Increase= I .00, Plate
Increase= 1 .00 Uniform
Loads (ptf) Vert:
4-5=-10, 1-8=-350(F=-250), 3-8=-100 ij ""
U"
M . S-
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hmy T. Tombo ili, PT, H.-i *r 1 30083
4451 $
1, Lucie Blvd, 0PYfqjM0nl6A
lkoollmses Antdocp t. tomko tit N' Repoboro, of 14" h(ument"o any form, i1pro0od .4ketht ."Ito. poom4mp fiom A-1 Roof ltom'sApTho"I tomko6l'1`1 Fort P4ete,
Fl- 34946
I B169 FL1 1 Floor --- --- -- --- -- -- -- 3___ 1 -
1 Aerial), A02191911tI , I , , , - _j Job Reference (optional)
russes, Fort Pierce, FL 34946, design@aItruss.com Run: 8,120 s Nov 12 2017 Print: 8.120s Nov 12 2017K*fok Industries, Inc. Tuejan 1609:26:11 2018 Pagel
ID:hA3xRN7kH8GY—sQsevncy2zOBnp-vDF4bZlvLSAVAepl 70M6d32BGgcyIK6dKSMyTCzuqlU
0-1-8 3x3 5x6
II It5xf- j! j I 17170,3it5x4 II 4 5 1, 04-01
10
t
30
0
Plate Offsets [1-Ed e,0-0 121, f5:0-1-2,Edgej, [10:0-1-8,0-0-1211 — -- - "I'll -1 -9- —7
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defi
TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) 0.02 6 999
TCDL 10.0 Lumber DOL 100 BC 0.10 Vert(CT) 0.03 6 999
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a
BCDL 5.0 Code FBC2017ITP12014 Matrix-S I
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No,2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-0 oc
purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
5 214/0-3-8 (min. 0-1-8)
9 214/0-6-14 (min. 0-1-8)
Max Grav
5 214(LC 1)
9 = 214(LC 1)
FORCES. (lb)
Max, Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center,
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Old (0. 131
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
9
9
L/d PLATES GRIP
360 MT20 244/190
240
n/a
Weight, 24 lb FT = O%F, O%E
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am Anthcuy T. Tornbc, 711,
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Fort ',Ierco, FL 34946
ollynglaO 7016A I lioOkilles b1hei,yl, Tomb Ill. PJ, I linfli"ws
JOE) I Fuss type "'Y RYAN HOMES / LARGO V1
WRCLG1BE9 FL12GE GABLE A1 219192
1 russ UIY
job
Al Roof Trusses, Fort Pierce, FL 3-4946-, d--es-ign-@al-tr-uss.com kun-:--8,120 " s Nov
1
1
11
2
11
2
1
017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 69:35: 1 i 26m "i'ag-e I
ID:hA3xRN7kH8GY—sosevncy2zOBnp-vDF4bZlvLSAVAep1 70M6d32BtgdGlLldKSMyTCzuqlU
9-111 TIP
1 2 3 4
I
10
8 7 6 5
Plate Offsets (X Y)-_jj:Ecl9e,0-0-12j, [11:0-1-8,0-0-12]
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d
TCLL 40,0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WEI 0.03 Horz(CT) 0.00 5 n/a n/a
BCDL 5,0 Code FBC2017fTP12014 Matrix-R
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No,2(flat)
WEBS 2x4 SP No, 3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-1-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 4-1 -0.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
8,5,7,6
FORCES. (lb)
Max, Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4-0 oc.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
12
PLATES GRIP
MT20 244/190
Weight: 20 In FT = O%F, O%E
A 1(1WN'NLA" RNM IRC t A(Wv%VEkr1- %- t' !a .1 w— 1 1'.'*W tt I'l—, *.I 4k'— 'I'M.1. 14, W 0*
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T!
V- x.
an. "V"d .
a *e 1n 0'" '.0' 7— t" t' M an
W,
linfl-w!eoaju var
ra' -s
Anthony T. lmibr) 111, P.E. 40"
0 4451
St, LUcSe 131A, Fo,*
Pkene, Ft 34946
1BE9 IHJ2A
Truss Type
Diagonal Hip Girder
V 1
A0219193
Al Roof Trusses,
2x4 --
s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:12 2018 Page 1
ID:hA3xRN7kH8GY—sQsevncy2zOBnp-NPpSovmX51IMooODh5tL9GbLd4x?UnlnZ66VOezuqlT
3-5-11
I
3-5-11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/d PLATES GRIP
TCLL 20.O Plate Grip DOL 1,25 TC 014 Vert(LL) 0.00 4-7 999 360 MT20 2441190
TCDL 10,0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-7 999 240
BCLL 0.0 Rep Stress Incr NO W13 0.00 Horz(CT) 400 3 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -IMP Wind(LL) 0.01 4-7 999 240 Weight: 13 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 3-5-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required I
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 80/Mochanical
2 = 243/0-10-15 (min. 0-1-8)
4 42/Mechanical
Max Harz
2 78(LC 4)
Max Uplift
3 51 (LC 8)
2 155(LC 4)
4 = I(LC 8)
Max Grav
3 80(LC 1)
2 = 243(LC 1)
4 = 58(LC 3)
FORCES. (lb)
Max. Comp,/Max, Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1 .60
2) 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 51 lb uplift at
joint 3, 155 lb uplift at joint 2 and I lb uplift at joint 4.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 8 lb
down and 7 lb up at 1-4-9, and 8 lb down and 7 lb up
at 1-4-9 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (8).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 8=-7(F=-3, 6=-3)
W.." Wd(f."—o 1'' M' PE -
Ott f.p—;' 1e u6 . f 10 -t'a 14 1,4"low r., q '4olkl 74t"j-3 proo f.Wq'm- mo k" Antfiony T, I omba !I-,, d'F-
80083
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3B4lv9d4T1, 6
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WRCLGIBE9 I HJ3A
Type
Diagonal Hip Girder
RYAN HOMES /
A0219194
Al Roof Trusses,
2x4
I_ 1_ _J4qb_Referenqo,(qp!cn'a1) I " I
8.120 s Nov-12 -2-017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:15-.13M16`03ge I
ID:hA3xRN7kH8GY sQsevncy2zOBnp-rbNrOFm9s3QDPyyPFpPaiU8VBUGDDEGwnmr2Y4zuqlS
4-2-3
4-2-3
4-2-3
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TIC 0.22 Vert(LL) 0.03 4-7 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.03 4-7 999 240
BCLL 0.0 Rep Stress Incr NO WEI 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 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 4-21-3 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiT4 recommends that Stabilizers and required
cross bracing be installed during truss erection, in
a-ccordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 100/Mechanical
2 = 269/0-10-15 (min, 0-1-8)
4 52/Mechanical
Max Horz
2 = 79(LC 4)
Max Uplift
3 63(LC 4)
2 196(LC 4)
4 42(LC 5)
Max Grav
3 100(LC 1)
2 269(LC 1)
4 72(LC 3)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less except
when shown,
NOTES-
1) Wind: ASCE 7-10: Vult=l 50mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf: h= 1 5ft;
Cat, 11; Exp C; Encl., GCpi=O. 18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; porch left exposed: Lumber DOLm1.60 plate
grip DOL=1,60
2) Plates checked for a plus or minus 0 degree rotation
about its center,
3) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 63 lb uplift at
joint 3, 196 lb uplift at joint 2 and 42 lb uplift at joint 4.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 49
lb down and 7 lb up at 1-4-9, and 49 lb down and 7 lb
up at 1-4-9 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (6),
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1,25
Plate lncrease=1,25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 8=-7(F=-3, B=-3)
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IK
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eice, FL 34946 Tomho III
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Job-- - - - -- -- Truss Type Qty Rly RYAN HOMES / LARGO V I
A0219195
W,RCLG1 JTmss ] HJ6E Diagonal Hip Girder 2 1
Reference japtional) AlJobFIZod(Trusses, Fort Pierce, FL 34946, design@altruss,com Run: 6.12o-s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:14 2018 Page 1
ID: UumEBPzQXokuwJ2P5W?E2TyuPlh-KnxDDbnndNY416XcpV4wpEligWFuVDyhW300bc4XzuqlR
1-5-0 7- -15 I
1-5-0 7-8-15
Dy of d Deft. = 1/8 in
2.12112
10
2 4
BI
IX-1 12 4
30 -
P-4 7-8-15
7-4-5
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(I-L) 0.28 4-9 326 240 MT20 244/190
TCDL 10,0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.29 4-9 321 240
BCLL 0,0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 25 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 00
purfins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
M it6k - - - -' - - recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 188/Mechanir-al
4 = 101/Mechanical
2 = 428/0-4-4 (min. 0-1-8)
Max Horz
2 75(LC 4)
Max Uplift
3 = 114(LC 4)
4 83(LC 4)
2 307(LC 4)
Max Grav
3 188(LC I
4 132(LC 3)
2 428(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= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h= I 5ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) 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 114 lb uplift at
joint 3, 83 lb uplift at joint 4 and 307 lb uplift at joint 2.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 38
lb down and 48 lb up at 4-10-15, and 38 lb down and
48 lb up at 4-10-15 on top chord, and 49 lb down and
10 lb up at 2-1-0, 49 lb down and 10 lb up at 2-1-0,
and 18 lb down and 47 lb up at 4-10-15, and 18 lb
down and 47 lb up at 4-10-15 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 (pI0
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 11 =-1(F=-0, B=-O) 12=-16(F=-8, B=-8)
41
W-4
kap Eiy.. V11Npr To@rfftFSMlmttiTw, ON ft f'f e* 'q, if'4' swim! " r. IN '0' "k P11 Anthuny 1. Tomt;,,)
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Fo,t Pierce, I'L 34946
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jot)
1
truss
Jtruss
type Qb Ply RYAN HOMES / LARGO v1
WRCLG1BE9 HJ7 Diagonal Hip Girder 3 1
A0219196
Job Reference(optional) R fe n
41'Roof trusses, Fort Pierce, FL 34946, design@altruss,com -Run: 8.120 s Nov 12 201 7 -Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:15 2018 page 1
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-oybRwoPOggxfG6oMER2nvDmPHsoh3tDF4K9czzuqIQ
1-5-0-
1-5-0 4-11-0 4-11-0
4A 11 1.5x4 11 3x4 6
4-11-0 9-10-1
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in lac) I/defl L/d
TCILL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360
TCDL 10,0 Lumber DOL 1.25 BC 0.55 Vert(CT) 410 7-8 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017fTP[2014 Matrix -MS Wind(LL) 0,03 7-8 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No,3
SLIDER
Left 2x4 SP No3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purfirs,
BOT CHORD
Rigid ceiling directly applied or 9-11-1 oc bracing.
MITekrecommends that Stabilizers and -required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS, (lb/size)
5 155/Mechanical
2 468/0-4-9 (min. 0-1-8)
6 323/Mechanical
Max Horz
2 169(LC 4)
Max Uplift
5 1 13(LC 4)
2 = 261(LC 4)
106(LC 8)
Max Grav
5 155(LC I
2 468(LC I
6 = 323(LC I
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-281/118, 3-13=-755/259,
4-13=-699/260
BOT CHORD
2-15=-351/697, 15-16=-351/697,
8-16=-3511697, 8-17=-3511697,
7-17=-351/697
WEBS
4-8=0/255, 4-7=-749/377
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph TCDL-5.Opsf; BCDL=5,Opsf-, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1,60 plate grip DOL=1.60
2) 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
leads.
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 113 lb uplift at
joint 5, 261 lb uplift at joint 2 and 106 lb uplift at joint 6,
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 78
lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb
up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb
down and 54 lb up at 4-2-8, and 71 lb down and 106
lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7
on top chord, and 10 lb down and 9 lb up at 1-4-9, 10
b down and 9 lb up at 1A-9,13 lb down at 4-2-8,13
b down at 4-2-8, and 33 In down at 7-0-7, and 33 lb
down at 7-0-7 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others,
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 (plo
Vert: 1-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42)
16=A(F=-2, B=-2) 17=-54(F=-27, 6=-27)
PLATES GRIP
MT20 2441190
Weight: 44 lb FT = 0%
W-1 r." ri-Jml '-r. % I IM" 11151 'itlfft" MCI, RW 4 MIJAWlt"'; rnCV'Q5#tNr I., V"t( top 'A ,A 'As .1%, 1!- 3u,, W*, 40.fl ],,b q It t,f- W.' W,: dW- Mi .1, IN -
tAntc)ny T, TomO ly,
4A*%-sfow g 9
nos ;
4451 St. Lucie Blvd.
tort Werce,11- 3494.6
Truss Truss Type Qty Ply RYAN HOMES I LARGO V1
G1B9 IJ2A Jack -Open 9 1
A0219197
Fort Pierce, FL 34946, d es-ig n @-a 1 tru-ss. com Run: 8-A 20 s - Nov 12 20-1-7 Print: 8-A-20 _s Nov -12 -2017 MiTek Industries, I ne. Toe Jan 16 09 : 35 : 15 2018 Page I
ID:hA3xRN7kH8GY—sQsevncy2zOBnp-o,,_VbRwoPOggxfG6oMER2nvDtVH_Rh8mDF4K9czzuqlQ
1-0-0 2-6-0
i-d -0 __
11 _- I I __ - -, 2_6_0
20 -
OzZil
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0,10 Vert(LL) 0,00 7 999 360
TCDL 0.0 Lumber DOL 1.25 BC 0,06 Vert(CT) 0.00 7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 7 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-6-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with -SItabilizer, Installation guide.
REACTIONS. (lb/size)
3 56/Mechanical
2 = 170/0-8-0 (min. 0-1-8)
4 = 29/Mechanical
Max Horz
2 65(LC 12)
Max Uplift
3 = 39(LC 12)
2 71 (LC 8)
Max Grav
3 = 56(LC 1)
2 = 170(LO 1)
4 42(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=l 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) 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 39 lb uplift at
joint 3 and 71 lb uplift at joint 2,
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 10 lb FT = 0%
ZI
W-4
Anlony T. Tornba :11, %,E
Ww 0 w Rt. v 4: W tl' *k,01 A w [A i 1"kr z 80083
4451 St, Woe, Blvd.
Fo,t Piece, K 34946
opf"ght 'V 7016 k I Roof Gasses- Aniho"t, 1, Tomb 111, H, ReP1460ion of lh's iowmw' 'S aarfotm, is poh'Wed wilhoot The wfme. PC M'Won twi A I Roof Nosel hohboy 1. Tomb 111, N,
WRCLG1 BE9 IJ3A
Truss Type Qty "Ply RYAN _Hbmts i CAkdo-Vi-
A0• 2 - 19 - 198Jack -Open 13
At
499rceTevence _j9pyonai)" __ - - - __ - - "," .* ,Iitruss-'com Run: 8--.-12-0-s Nov -12-20-117 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:16_M18 Page I
ID:hA3xRN7kH8GY—sQsevncy2zOBnp-GA3zeGpl9—onGQh_w)(yHK6mlahiNQbOMUk4i9PzuqlP
1_0_0 -0-01 ___ - - __
1-0-0 3-0:0
LOADING (ps"' 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 FBC2017fTP12014
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc,
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
wiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 71/Mechanical
2 188/0-8-0 (min. 0-1-8)
4 37/Mechanical
Max Horz
2 67(LC 12)
Max Uplift
3 43(LC 12)
2 103(LC 8)
4 31 (LC 9)
Max Grav
3 71 (LC I
2 188(LC 1)
4 521LC 3)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less except
when shown,
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11 ' Exp, C; Encl.,GCpi=0,18; MWIFIRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=11,60
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,
2x4
CS1. DEFL. in loc) I/defi L/d
TC 0.14 Vert(LL) 0.01 4-7 999 240
BC 0.14 Vert(CT) 0.01 4-7 999 240
WB 0.00 Horz(CT) 0.00 3 n/a n/a
Matrix MP
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 43 lb uplift at
joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 0%
K- *"" -t* 'i I 13CF flj'5i4 '4 111% VC1W RW &(Wicks 0431fa"Aflr ta, V"I( W,r ""14 'A'c . Ni I- h,V, N.l'jftV'W*' Ai., I P 114- Wd Jold ea rte lilt
smwtiW-: 1, .0 . .011 sat xxA- at* IU .4Kt AnIhiny 7, %xTtm 11, P,E, TV I
0"p' 1-W'VH' f4M., I", )"Vfar- .0,$, 4451 St, hicie Blvd. alhopy Lhmllo
111, P'F. Reptad.din DfM immeni"itoy lual, 6 pe'.wonh.m A -I Real Im"es WhAyl, tomb III, PJ' Fact tierce.
FL 34946 A
Truss
1 BE9 JISE Jack -Open M
RYAN
Al Roof Trusses, Pierce, FL 34946, design@aItr-uss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:17 2018 Page 1
ID:hA3xRN7kH8GY—sQsevncy2zOBnp-kMdLrcqWweuZGAUFrWsK16w5YD92GWiOpGhszuql0
3x4
0-3-t1 57670
6-3-4 5-2-12
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.16 4-7 414 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.09 4-7 727 240
BCLL 0,0 Rep Stress Incir YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SPA No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-0 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Kfek recommends that StaJbiiiz'ersand required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 139/Mechanical
4 = 7311VIechanical
2 = 283/0-3-8 (min, 0-1-8)
Max Horz
2 = 75(LC 8)
Max Uplift
3 87(LC 8)
4 60(LC 8)
2 196(LC 8)
Max Grav
3 139(LC I
4 98(LC 3)
2 283(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph: TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1 .60 plate grip
DOL=1,60
2) 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 87 lb uplift at
joint 3, 60 lb uplift at joint 4 and 196 lb uplift at joint 2.
LOAD CASE(S)
Standard
U10110s.'i*Sp lr9111A, THAT 3,:'r An!Ilony
T. I oink) 111, P E wwc' WW
OlUK ""c WT., I Air. P'4.tm ;r 80083 N 1110w
1. T.09- 0 lo, Nib" Wrf.'w so., lo,'INAA 'yr, po'ww In "CA(A .' '0-0 * I— r4re" TV, I k*1 rAI W 4451 St, Lucie BIA All Fort
D'erce, F1 34946 ti,p4m
0 2016 &1 Root bosm Repawkil, of th's do(owl"o on 1oIo"qloh'hItd I'thovi the uIlirtg pomnsioo Tom A I Root iwm
Job
I BE9 JJ7
Truss
Jack -Open
Qty Ply RYAN HOMES I
10 J A0219200
Trusses, Fort Pierce, FL34946, design@altruss.com Run: 8.120 s Nov 12 20-1-7 Print: 8.120 s Nov 1-2 2-017--MiT--e-k,--I,n-d,,u-stri-,e-s- Inc. Tue Jan 16 09:35:18 2018 Page 1
1-0
ID:hA3xRN7kH8GY—sQsevncy2zOBnp-CZAk3yqlhb2VWjrN1 M_IPXrCrVqPuVWfx2ZpDlzuqlN
o 7-0-0
100 7-0 -0
3x6 11
Plate Offsets
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defi Lld
TCLL 20.0 Plate Grip DOL 1.25 TC 0,86 Vert(LL) 0.10 5-8 818 360
TCDL 10.O Lumber DOL 1.25 BC 0.75 Vert(CT) 0,24 5-8 350 240
BCLL 0.0 Rep Stress Incr YES WEI 0.00 Hor-z(CT) 0.04 5 n/a n/a
BCDL mo Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.21 5-8 402 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
INATek recommends- thatStabilizersand required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide, REACTIONS. (
lb/size) 4
183/Merhanical 2
342/0-3-8 (min. 0-1-8) 5
90/MechaniGal Max
Herz 4
156(LC 12) Max
Uplift 4
64(LC 12) 2 =
165(LC 12) Max
Grav 4
183(LC 1) 2 =
342(LC 1) 5 =
128(LC 3) FORCES. (
lb) Max,
Comp,/Max. Ton. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-412/20 NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
l 16mph; TCDL=5,Opsf; BCDL=5,Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1 .60 plate grip DOL= 1,60 2)
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 64 lb uplift at joint
4 and 165 lb uplift at joint 2. LOAD
CASE(S) Standard
Dead
Load Defl. = 1/8 in N
0 PLATES
GRIP MT20
244/190 Weight:
26 lb FT = 0% 01
W-
4 Ft"', No.0, I W, it" Vs 'SRtfrR'W I M A (V[10 (351 V WwjUAV 1- W4 Inp F—o", W read A't . Ni 1'. 4, V )-4 jm: . h AM., I h k' t ( 1A.- %w W., ,, W, 0-'MOI . 0' Too 14
sptV, t.pt 0., y too "-% pONifaAZAA:.m An'hT. loi 4n. 0 *qWtNit1* h, 0 0—pl-- 1k '.AZd 4, kw'i, 0"'", a f. Ir, * 1:'w * *0 o'('q '41 .1 R Of it, W 'Do W . .. Mkl.- .,1'04 ""t .'q' .'Wo. .0 'W y 0 nbD F'
PF,
V 80083 4451
S(. Lude
BNd, PyTqh1* 20164 Amhcmy
I. Tombs 111, Kf. Rao! trusserPod Pietce, IL ',41)
46
Job -- -- - -- - * - - - -- -- - - - Truss— - - - -- -- - - --
I
Truss Type I Qty Ply RYAN HOMES ILARGO V1
WRCLG1 M7G Jack -Closed Girder ,
A0219201
desig,n-63-11176ss,co-m -Run-: 81-20-s --- Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:19 2018 Page I
ID: hA3xRN7kH8GY,-sQsevncy2zOBnp-glk6GIrwSvAM7tQZb3V-XINXAu7QdojpAiiNmkzuqiM
3-6-0 .. .. ........ 74-9-
3-6-0 3-6-0
1.5x4 11
3
3x6 11 4x4 -
6x6 --
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/d
TCLL 20.0 Plate Grip DOL 025 TC 0.18 Vert(LL) 0.03 4-5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.95 Ved(CT) 0.05 4-5 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) 0.03 4-5 999 240
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x6 SP N0.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-9 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 8-94 oc bracing'
i4ifek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordancewith Stabilizer Installation guide.
REACTIONS. (lb/size)
1 148010-3-8 (min.0-1-12)
4 1564/Mechanical
Max Horz
1 138(LC 23)
Max Uplift
1 432(LC 8)
4 527(LC 8)
Max Grav
1 = 1480(LC 1)
4 1564(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-21091600
BOT CHORD
1-9=-651/1912, 5-9=-651/1912,
5- 1 0=-651/1912, 4-1 0=-65111912
WEBS
2-5=-43411579, 2-4=-2152t732
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasc1=1 16mph; TCDL=5.Opsf: BCDL=5,Opsf; h=25ft:
Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1,60 plate grip DOL=1.60
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 432 lb uplift at
jointoint 1 and 527 lb uplift at joint 4.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 832
lb down and 265 lb up at 1-6-12, and 832 lb down and
265 lb up at 3-6-12, and 832 lb down and 265 lb up at
5-6-12 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, 4-6=-20
Concentrated Loads (lb)
Vert: 5=-832(F) 9=-832(F) 10=-832(F)
PLATES GRIP
MT20 244/190
Weight: 40 lb FT=O%
IV" , 10Y 11W
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4451 St I- " oe bivd,
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i
u5s ype PIUty y HOMES /LARGO V1
WRCLG1 BE9 VM3 Valley 1 1I JRYAN A0219202
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120
Job Re fonen
s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:19 2018 Page I
ID: hA3xRN7kH8GY-sQsevncy2zOBnp-glk6GIrw$vAM7tQZb3V-xINYCuLTdy[pAiiNmkzuqlM
3-0-0
3-6-0-
5,00
3
2x4
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.12 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,05 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n1a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight: 8 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 3-0-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTelik recommends that Stabilizers and required
cross bracing he installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 90/2-11-6 (min. 0-1-8)
2 67/2-11-6 (min. 0-1-8)
3 2212-11-6 (min, 0-1-8)
Max Herz
I n 46(LC 12)
Max Uplift
I 22(LC 12)
2 53(LC 12)
Max Grav
1 90(LC 1)
2 67(LC 1)
3 45(LC 3)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of
20,Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,
6) Bearing at joint(s) 2 considers parallel to grain value
using ANSI[TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 22 lb uplift at
joint 1 and 53 lb uplift at joint 2,
LOAD CASE(S)
Standard
KJO k;'Imy.xterxamikOnw, e.q¢;Ini Thi 1, TQmb,) 117, P.E.
1 003Otwt, V'0-' 0* 6.X" W--Y'V 'ahhOM W Wk-0-4*' k—e' I.., 4451
St, Lucie LINd, qynaki
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Diorrk,, N 341)46
Job Truss Truss Type Ply RYAN HOMES / LARGO v1
A0219203
WRCLGIBL9 VM5 Valley 1
City
Job Reference (optional)
Ai - Roof Trusses, Fort Pierce, FL 3446,- design@aItruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:20 2018 Page 1
ID:hA3xRN7kH8GY—sasevncy2zOBnp-8x[UUesYDDIDI 1?19n1 DUywivlhg
5.001 i-2
2x4 - 1,5A i1
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999
TCDL 11 Lumber DOL 1 25 BC O 06 Vert(CT) n/a n/a 999
C 0B 'LL 0
1
Rep Stress Incr YES WB 0,00 Horz(CT) 0,00 3 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix-P
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 5-0-0 oc
purfins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends -that -Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide. 1 111-1 1-1111-1--
REACTIONS. All bearings 4-11-6.
lb) - Max Horz
1= 86(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s) 1,
3 except 5=-104(LC 12)
Max Grav
All reactions 250 lb or less at joint(s)
1,3,5,4
FORCES, (lb)
Max. Comp,/Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-183/320
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=S,Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord hearing.
4) This truss has been designed for a 10.0 pst 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 bottorn 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 ANSIITPI I 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 except Ot=lb) 5= 1 04.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 16 In FT = 0%
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JANUARY 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTL01
t J
1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
A
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 50' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach King Jack w/ (3) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ SC
Attach End Jack's
Attach Corner Jack's
w/ (4) 16d Toe Nails @ TC
w/ (2) 16d Toe Nails @ TC &
3) 16d Toe Nails @ BC BC (Typ)
0
r~
3ch Corner Jack's
2) 16d Toe Nails
TC & BC (Typ)
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FEBRUARY 17, 2017 ( ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
ALTERNATE DIAGONAL BRACING TO THE B TTQM CHQRD
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES e
24' O.C.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 349445
777-409-1010
1'-3'MAX,
DIAL. BRACE
AT 1/3 POINTS
IF NEEDED 1_)
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.
END WALL
2X6 DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MIN,).
r • , •miss r , • • r , , •
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
lDd NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
CEILING SHEATHING
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL
NAILING SCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d 031'
X 3') NAILS SPACED 6' O.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-9B, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUSS
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHDDS 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
STUDS ARE NOT ADDRESSED HERE.
STANDARD GABLE
TRUSS
URn4
TRUSS
n in
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JULY 17, 2017 STANDARD PIGGYBACK TRUSS
STDTL04
CONNECTION DETAIL
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7-98, ASCE 7 -02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
wrs
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24"O.C. OR LESS,
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' OJC.) 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"0,C, PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48"O,C,
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1.5- X 0,099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8"TEE-LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION,
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blvei Fort
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JULY 17,2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTI-05
A-1 ROOF TRUSSES
II .. — I 1 11- .. —
FOF
SECURE VALLEY TRUSS
W1 ONE ROW OF 10d
NAILS 6" Q.C.
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W1 TWO USP
WS45 (1/4" X L5") WOOD SCREWS
INTO EACH BASE TRUSS,
FaTMETW.,
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.
t 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" Q.G.
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 11 BUILDING
EXPOSURE
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24" O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
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JULY 17,2017 1 TRUSSED VALLEY SET DETAIL 2=
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
SECURE VALLEY TRUSS
Wl ONE ROW OF I Od
NAILS 6"O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W1 TWO USP
WS3 (1/4- X 3-) WOOD SCREWS
INTO EACH BASE TRUSS,
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3'X 0.131"= 10d
2. WOOD SCREW = 3"WS3 USP OR EQUIVALENT.
3, INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL
A'.
4, BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS,
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
To THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6, NAILING DONE PER NDS - 01,
7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3112 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE
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,
T T
w'R' z $0063
st lume
P eit'e' Fi
iQpyl'p V 1064 lio'444im kltAoy i't"WIl't'i itl;,e4,4,e>OlA,,tc,,rtpl,mayiofx "PtAim i.rews IiAt'l L 10,4441 pf
JULY 17, 2017
1 vr"%L-L-L- I %JL- I "L- I r"%IL-
I (HIGH WIND VELOCITY
I
STDTI-07
A-1 ROOF TRUSSES
4451 ST ' LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
ATTA(
WIND DESIGN PER ASCE 7-98, ASCE 7-1
WIND DESIGN PER ASCE 7-10: 170 MPf
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY 11 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
0Urrl,)K 1 11'VI 1 KUOWtZ) UIMM, I L T UFN(JC.M VALU: T I MU,)lZM0 MUO I MtC
DESIGNED WITH A MAXIMUM UNBRACEO LENGTH OF 2'- 10" ON AFFECTED
TOP CHORDS,
NOTES:
1, SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES,
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER,
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
NON -BEVELED MAXIMUM 6112 PITCH
BOTTOM CHORD u I NOWBEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12112 PITCH)
n'l I CAI W` ,N'01'. ARAt 741( 9 iWlAW QA'It 1119" 9W"*JKW'kl' Iv'.
tl"I ombo 11, 1, Tm %4W14 I, 1"', 4"r 'V4, 44—: .'-6. -'4, 0 r*,..w 0"44 ' U Wl N 6"r, ',"w 441
Si:.Woe Bivd. A—'t
fe-i of tww"vw NAg1.1M mw i-p 1,9— !' -11 fi" wv'4 N4f' I, h" I'I "pMuto- I, A' vl'Mo 4ti Fott F(- 34946 A .i, IF—i,' 6i p....... 1--, T I. —III of
FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08 ,
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVO.
FORT PIERCE, FL 34946
772-409.1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/10d NAILS, 6' O.C,
VERTICAL
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY,
VERTICAL 2XG SP OR SPF
STUD 2 DIAGONAL
BRACE
4) - 16d
NAILS 16d NAILS
SPACED 6' O.C.
2) 10d NAILS
INTO 2XG
2X6 SP OR
SPF #2
2X4 SP DR
SPF #2 TYPICAL HORIZONTAL
BRACE NAILED TO
2X4 VERTICALS
SECTION A -A W/(4) - 10d NAILS
IAGONAL BRACE 4' - 0' Q.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
VARIES TO COMMON TRUSS
THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH ENO.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
is
4) Bd NAILS MINIMUM, ROOF
B
3X4= PLYWOOD SHEATHING TO SHEATHING
L- a _ 2X4 STD SPF BLOCK
is DIAGONAL BRACING 'k* L — BRACING REFER -
4 v n
REFER TO SECTION A -A TO SECTION B-B 24' MAX,
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. N ILS 10d
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12, MAX.
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3, BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG,
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
4,
SYSTEM.
L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR IBETTERWITHONEROWOF10dNAILSSPACED6' O.C. TRUSSES 11 24' D.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 2X6 DIAGONAL BRACE
WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) -
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED
7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) -
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS.
9, 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10. 10d AND 16d NAILS ARE 0.131'X3.0' AND 0.131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE
RESPECTIVELY, SEE SECTION A -A)
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
2) DIAGONAL
BRACES AT
1/3 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 4.9-12 6.6-11 9-10-15
2X4SP#31STUD 24"O.C. 2-8-6 3.11.3 5-4-12 8-1-2
2X4 SP #2 12" O.C. 3.10-15 5-6.11 6-6-11 11-8-14
2X4 SP #2 16" O.C. 3-6-11 4-9-12 6-6.11 10-8-0
2X4SP#2 24'O.C. 1 3-1-4 1 3-11-3 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 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
END WALL
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE 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
F"EBRbARY 17, 2017 I T_
WITH 2XIBRACEEON Y
IL I STDTL09 I
40TES:
BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH.
HIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TC
ONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409.1010
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6" O.C.
NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
SPACING
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 20 2X4 T-BRACE 2X4 [-BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 [-BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I -BRACE
1(
NAILS
WEB
T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTLIO
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST. LUCIE BLVD_
FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM 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 (00 NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) -10d
TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3`). ATTACH TO VERTICAL
BWITH LS
3)-
0
31X3NAILS ) BLOCKING
BEHIND THE VERTICAL WEB
IS RECOMMENDED WHILE NAILING
THE STRONGBACK USE
METAL FRAMING J ATTACH TO VERTICAL ANCHOR
TO ATTACH WEB WITH (3) - 10d TO
BOTTOM CHORD NAILS (0.131' X 3') ATTACH
2X4 VERTICAL TO
FACE OF TRUSS. FASTEN
TO TOP AND BOTTOM
CHORD WITH 2) -
lod NAILS (0.131' X
3') IN EACH CHORD ATTACH
TO VERTICAL SCAB
WITH (3) - 10d NAILS (
0.131' X 3') TRUSS
2X6 4' - 0' WALL STRONGBACK (
TYPICAL SPLICE) (BY OTHERS) ATTACH
TO CHORD WITH (
2) #12 X 3' WOOD
SCREWS 0.
216' CIA.) INSERT
SCREW THROUGH OUTSIDE
FACE OF CHORD INTO EDGE
OF STRONGBACK (DO NOT USE
DRYWALL TYPE SCREWS) THE
STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED
BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED
ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY
SPACED. ALTERNATE
METHOD OF SPLICING: OVERLAP
STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -- 10d
NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN
STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING
BY
OTHERS)
L7
FLBROARY 17, 2017
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE. FL 34W
772-409.1010
LATERAL TOE -NAIL DETAIL
NOTES:
L TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45• WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE --NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
o 135 93.5 85.6 74.2 72.6 63.4
162 108.8 99.6 86.4 84.5 73.8
ri
128 74.2 67.9 58.9 57.6 50.3
c z
0
131 75.9 69.5 60.3 59.0 51.1
in 148 81.4 74.5 64.6 63.2 52.5
N
ri
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF L15:
3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 2915 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60'
45M'
ANGLE MAY
VARY FROM
30' TO 60°
STDTLI 1
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
ANGLE MAY
VARY FROM
30' TO 60•
45M'
FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 R. ,.
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 31r WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD,
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
TOE -NAIL WITHORAWAL VALUES
PER NOS 2005 (LB/NAIL)
OIA. SP OF HF SPF SPF-S
LD
131 59 46 32 30 20Z
0
135 60 48 33 30 20
162 72 58 39 37 25
J
0 128 54 42 28 27 19
00
Z
O 131 55 43 29 28 19
W
148 62 48 34 31 21J
N
Q
Z
120 51 39 27 26 17
C_2
Z 128 49 38 26 25 17
0
131 51 39 27 26 17
r
148 57 44 31 28 20
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0.162' 01A. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WINO DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR Sl
E
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
1
NAIL
NAIL
SIDE VIEW END VIEW
F.E BFZUARY 5, 2016 TYP W NAILER ATTACHMENT STDTL13
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
1.3 x 4
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
STDTL14
1 10% , .I
A-1 ROOF TRUSSES
4451 ST. LUCIE BLV
FORT PIERCE, FL 349 6
772-409-1010
I
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)
2411 O.C.
SIMPSON H5
lWi "WR "W' 6."W RW I v ' It M—, 14 rein
A"th( y T TeWK
4,01 St L-:, W,l
Amb— 1, 1—h€ M p'l
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
FENJARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES STDTL15
A-1 ROOF TRUSSES
4451 ST- LUCIE BLVD,
FORT PIERCE, FL 04946
772-409-1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK *
X
INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767
44 66 Q. 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 031' 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
10d NAILS NEAR SIDE
10d NAILS FAR SIDE
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
FEBRUARY 17, 2017 ( SCAB APPLIED OVERHANGS I STDTI-16
F-
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
772.409.1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 115
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2XG
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
MGM
L ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS 046' DIA, X 3') SPACED G' Q.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,
I
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 409 SPACED 24'
D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING SD PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY,
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES`
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CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
K Application No: 2,
n Documented Construction Value: $ 47T14"t- r
Job Address: Historic District: Yes n N rkpll
0)-13NJ
Parcel ID:
w.. ..... Residentiao commercial El
Type of Work: New Addition[] Alteration[] Repair El Demo 0 Change of Use 0 MoveEl Description
of Work: Plumbing New Residential Construction Plan
Review Contact Person: Jamie Black -well Title: Clerical Phone:
407-323-7515 Fax: 407-323-8954 Email: —infQ Property
Owner Information Name -- — --- ----------
Phone: Street:
w
Resident of property? PJ 0 City,
State Zip: Contractor
Information Name
Advarjta jllumbi Inc. Phone: 407-323-7515 1-
111-11-1- . .............. . --.— Street:
PO Box I t 17 Fax: 407-323-8954 City,
State Zip: Sanford, Ft, 32772 State License No.: (T'-('057881 Arch
itect/Engi neer Information Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNINC
TO OWNER: YOUR FAILURE TO RECORD ANOTICE OF COMMENCEMENT MAY ",SULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CMM OENCENT E .NT MUST BE RFCORDED AND
POSTED ON TlIE JOB SITE BEFORETHE FIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RE("ORDING YOUR NOTICE OF COMMENCEMENT. Applicwion is hT"
by
madc to obtaut a permit to do the work and insizillationsas indicatcd. I certify Qvil no work or installation has commenced prior to the
issuancc of to permit and that all work will be petfornwil to mcotstandards, of all laws regulating construction in this jurisdiction, I
understand that a separate perinit must lac secured for electrical work, plumbing, signs, wells, polits, fornaves, boilers, heaters, tanks,
and air conditioners, etc. FBC 105.3 Shall
be inscribed with the date of application and the code ill effect as of that claw 541 Edition (2014) Florida Building Code Kevised: June 30, 2015
PQnrw tit pticaliov
NQ='. 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 then may be additional permits required from other govaumental entities such as water
manaBement 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 Lion Law, FS 713.
11w City of Sonford requires paymant of a plan review &0 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 JCC Valuation Table in cffect 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.
O"ER'S I certify that all of the foregoing information Is accurate and that all work will
lee O—Re- In compliance with all applicable laws regulating construction and zoning.
SiPAUM OfOwnCT/Agent
Print OVIMdAgmt's Name
Da s,, QfC0n#scWAgcnt
Signature ofNotary-SUft of Florida Date
Owner/Agent is Personally Known to Me
or Produced W _ Type of ID
A. Thy Smith
Nam
0 "k,owq. Dft
NOTARY PUSIX
STATE OF FLORIDA
E)OMS 8121/2021
Contractor/Agent is X Personally Known to Me or
Produced ID T _ Aw of ID
Permits Required: Building Electrical n MechawcalEl Plumbing[] Gas[] Roof []
Construction Type: Occupancy use: Flood Zone:
Total Sq Ft of Bldg: , - 1 111 Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures..... . .
Fire Sprinkler Permit: Yes[] NoE] # of Heads
APPROVALS: ZONING:
ENGINEERING:
Lei, V 14 9 1
Fire Alarm Permit: YesEl NoEl WASTE
WATER FIRE:
BUILDING: Rvvijod-
Iona 30, 2015 Peamt Appkadon
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 . . . . . 18-00002449 Date 7/31/18
Application pin number . . . 816784
Property Address . . . . . . 3883 CRAWLEY DOWN LP
Parcel Number . . 17.20,31.5VC-0000-1190
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . PUD
Application valuation 313915
Application desc
NEED NOC
Owner Contractor
RYAN HOMES RYAN HOMES
4307 VINELAND RD H20
ORLANDO FL 32811
407) 692-9831 (407) 692-9820
Structure Information 000 000 ----------------------
Construction Type . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone . . . . . . * * NONE
Other struct info . . . . . ELEC - # AMPS 200.00
PLUMBING FIXTURES 18.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 2918.00
Permit . . . I . . PLUMBING PERMIT -NEW RESIDENC.
Additional desc . .
Phone Access Code 1067560
Permit pin number 1067560
Sub Contractor . ADVANTAGE PLUMBING INC
Permit Fee . . . . 108.00
Issue Date 7/31/18 Valuation . . 4550
Expiration Date 1/27/19
Qty Unit Charge Per Extension
18.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 108.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.5058 or at
dave.aldrichosanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees . . . . . . . . I 01-APPLCTN FEE -BUILDING 25.00
01-APPLCTN FEE -PLUMBING 25.00
01-BLDG PLAN REVIEW 1167.00
02-CURB CUT/DRIVE - SIF 40.00
01-FIRE IMP-RS 9-2017 383.81
01-LIBRARY IMPACT FEE 54.00
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 2
Application Number . . . . . 18-00002449 Date 7/31/18
Application pin number . . . 816784
Other Fees . . . . . . 01-PARKS IMP-RS SINGLE 17 1103,95
01-POLICE IMP-RS 09.1.17 384.82
01-SEM CNTY RD IMPACT FEE 705.00
01-SCHOOL IMPACT FEE 9000.00
WD IMPACT:SINGLE FAMILY 1343.00
SD IMPACT:SINGLE FAMILY 3025.00
01-BLDG DCA SURCHARGE 36,30
01-BLDG DBPR SURCHARGE 53.45
Fee summary Charged Paid Credited Due
Permit Fee Total 108.00 00 .00 108.00
Other Fee Total 17346.33 17317.33 .00 29.00
Grand Total 17454.33 17317.33 .00 137,00
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 . . . . . 18-00002449 Date 7/31/18
Property Address . . . . 3883 CRAWLEY DOWN LP
Parcel Number 17.20.31.5VC-0000-1190
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . , . . . . PUD,
Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC.
Additional desc . .
Phone Access Code 1067560
Permit pin number 1067560
Required inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 322 UNPB PLUMBING UNDERGROUND
10-1000 311 PL03 SEWER
20 312 PL04 TUB SET
1000 313 PL05 PLUMBING FINAL
Application No: I S , iJ 4-1
Documented Construction Value: $_ _3.1LP1 -
Job Address:39M -" C,(i- bc4i-"- r - c J" Historic District: YesEl NoEl Parcel ID:
Residentiaq4 Commercial 11 Type of
Work: Newt4 AdditionEl AlterationEl Repair 0 Demo El Change of UseEl move El Description of Work: Plan
Review Contact Person:
Phone: Fax: Email: Property
Owner Information Title-,
Name K L'
I
a r-) [-6 ry, C'. Phone: t 4o"I - if)(),) "(-') Street: r, rid' 4(
A N Resident of property? City, State Zip: Contractor
Information Name - pm
Phone: - 10
04& -3vm Street: -Fax:75 City,
State Zip: K,
State License No.: Architect/Engineer Information Name:
Phone: Street: City,
St, Zip:
Bonding
Company: Address: Fax:
E-mail:
Mortgage
Lender:
Address: WARNING
TO OWNER:
YOUR
FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAX 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 perfortned to meet standards of all laws regulating construction in this jurisdiction. I
understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks,
and air conditioners, etc. FBC 105.3 Shall
be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: Junc 30, 2015
Pcrnut Application
N-Q=: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may he
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.
Signature of Owner/Agent Date -
Print Owncr/Agcat's Name
Signature of Notary -State of Florida Date
1 19nature of ContractorAgcrit Date
rrint IWontractor/Agcnt's Name
Signatup pl PA
Notary-StateMELASTdofFloriERNUSaDate Commission #
GG 110622 Expires
Augm notayaarti ust
7,2071 Owner/
Agent is — Personally Known to Me or Contractor/Agent is_ Personally Known to Me or Produced
ID X— TypeofIDProducedID _ Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building[] ElectricaIE] Mechanical F1 PlumbingEl GasE] Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load-, New
Construction: Electric - # of Amps Fire
Sprinkler Permit: YesE] No [] APPROVALS:
ZONING: ENGINEERING:
N
of Heads UTILITIES:
FIRE:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: YesF1 NoE] WASTE
WATER: 1011H1101M
Revised:
June 30,2015 Pcrnot Applicaumi
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855,541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407,688.5080
Page 2
Application Number 18-00002449 Date 8/06/18
Application pin number . . . 816784
Other Fees 01-LIBRARY IMPACT FEE 54.00
01-PARKS IMP-RS SINGLE 17 1103.95
01-POLICE IMP-RS 09.1.17 384.82
01-SEM CNTY RD IMPACT FEE 705.00
01-SCHOOL IMPACT FEE 9000.00
WD IMPACT:SINGLE FAMILY 1343.00
SD IMPACT:SINGLE FAMILY 3025.00
01-BLDG DCA SURCHARGE 38.30
01-BLDG DBPR SURCHARGE 55.45
Fee summary Charged Paid Credited Due
Permit Fee Total 80.00 00 80,00
Other Fee Total 17375.33 17346.33 .00 29.00
Grand Total 17455.33 17346.33 .00 109.00
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.
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value:$,
Job Address: M F) L.10 A, LclHistoric District: Yes D NoK Parcel
ID: ResidentiaQ commercial L Type
of Work: New§q AdditionEl Alteration El Repair DDemo E1 Change of UscEl Move 11 Description of Work:
Plan Review Contact
Person: SIAU-J.. Title: Phone: Email: Ltaj,&
LL ror7lyll weer Information
C Name Phone:
tStreet: CA
tj
Vwsa)"L,LV (J Resident of property? City, State Zip:
z.C--Isd I Contractor Information
Name A-I
n C C"
t '
t e"
i - N ,r — Phone: — qo :7 Street: ts )OLLA
Fax: State License No.:
CkQ_5aq49' City, state zlp.;g?1-1 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 1053 Shall
be Inscribed with the date of application and the code in effect as of that date: 541 Edition (2014) Florida Building Code Revised: June 30,
2015 Permit Application 0 kl$0 4
NQTJ : 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 Lion 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.
Q&N&R'S AFFIDAVIT: I certify that all of the foregoing information is accurate"work will
be done in compliance with all applicable laws regulating construction and Z'Ophrg-."
Signature Q(Owner/Agent Date
Print Owner/Agent's Name
Signature ofNotary-State of Florida Date
of Contractor/Agent to
Name
Signature of Noty-Stato of Florida Date CHERYL
D AKERS MY
COMMISSION # FF9989 r '2 EXPIRES
itin. 05, 2020 J
06
Owner/
Agent is Personally Known to Me or Contractor/Agent is personally Known to Me or Produced
ID Type of ID Produced ID _ Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building[] Electrical[] Mechanicalo PlumbingEl Gas[] Roofn Construction
Type: Occupancy Use: Flood 7,one: Total
Sq Ft of Bldg; Min. Occupancy Load: III of Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit- Yes R No R # of Heads APPROVALS:
ZONING: UTILITIES: COMMENTS:
Fire
Alarm Permit: YesFJ NoE] WASTE
WATER: ENGINEERING:
FIRE: BUILDING: Revised:
June 30, 2015 Permit Application
STATEWIDE State Cert CAC032448
1.888-831-2665 •W •"'AIR
HEATING , AM 0QNl11T11ININlI
JASMINE COVE VERSION I OPT
LUXURY OWNER'S SMITE 3.0 15.0 3 4,604.00
JASMINE COVE VERSION I OPT
SITTINGI'ING RM 3.0 15.0 3 4 {19,00
LARGO 3.0 15.0 4 5,530.00
LAUDERDALE 3.5 15.0 3 4 878.00
LAUDERDALE OPT BONUS 5.() 15,0 3 6 733.00
LAUDERDALE OPT BONUS BATH 5.0 15.0 4 6,818.00
LAUDERDALE OPT BONUS BDRM 5.0 15.0 4 6,929.00
PALMDALI' 2.0 / 2.5 15.0 4 8 029.00
PONNE VI.)RA 2.5 15.0 3 4,712.00
SANDPIPER POINT VERSION 2 3.0 15.0 2 4,2:50.00
SANDPIPER POINT VERSION 2 OPT
IS`I' FL. BI:)RM/BDRIVi 5 3.0 15.0 3 1$4,389.00
SANDPIPER POINT VERSION 2 OPT
LUXURY OWNER'S SUITE; BATH 3.5 15M 3 4901.00
SANDPIPER POINT VERSION 2 OPT
OWNER'S BATH 3.0 15.0 2 4,295.00
SANDPIPER POINT VERSION 2 OPT
SITTING RM 3.5 15.0 2 4.65.00
SANDPIPER POINT VERSION 2 OPT
STUDY 3.0 15.0 2 4,333.00
SANIBEL VERSION 1 2.0 / 2.5 15.0 4 8,098.00
SANIBEL VERSION I OPT I ST FL
BDRM 2.5 / 2.5 15.0 5 8,750.00
SANIBEL VERSION I OPT BATH 2 2.0 / 25 15.0 5 81273.00
SANIBEL VERSION I OPT GUEST
SUITE 2.5 / 2.5 15.0 5 8 406.00
SANIBEL VERSION I OPT MORNING;
RM 2.5 / 2.5 15.0 4 8 455.00
SANIBEL VERSION I OPT STUDY 2.0 / 2.5 15.0 4 8,200.00
SANTA ROSA 3.5 15.0 4 5 496.00
SANTA ROSA OPT BDRM 4 3.5 15.0 4 5 526.00
SANTA ROSA OPT MORNING RM 3.5 15.0 4 5,600.00
SANTA ROSA OPT STUDY 3.5 15.0 4 5,581.00
SAWGRASS 3.5 / 2.0 15.0 4 9,232.00
SAWGRASS OPT Is"' FFI:, SUI'11- 3.5 / 2.0 15.0 5 9,485.00
SAWGRASS OPT 2"" n EXTENSION 3.0 / 3.0 15.0 5 9 725.00
SAWGRASS OPT BATH 2 3.5 / 2.0 15.0 5 9 288.00
SAWGRASS OPT BONUS BDRM 3.5 / 2.0 1 15.0 14 9,222.00
In (t
t. 1?i71
r.}a1i zz t_('t 1(fl
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 2
Application Number . . . 18-00002449 Date 8/22/18
Application pin number . . . 816784
Other Fees . . . . . . 01-FIRE IMP-RS 9-2017 383.81
01-LIBRARY IMPACT FEE 54.00
01-PARKS IMP-RS SINGLE 17 1103,95
01-POLICE IMP-RS 09.1.17 384.82
01-SEM CNTY RD IMPACT FEE 705.00
01-SCHOOL IMPACT FEE 9000.00
WD IMPACT;SINGLE FAMILY 1343.00
SD IMPACT:SINGLE FAMILY 3025.00
01-BLDG DCA SURCHARGE 40.30
01-BLDG DBPR SURCHARGE 57.48
Fee summary Charged Paid Credited Due
Permit Fee Total 110.00 00 .00 110.00
Other Fee Total 17404,36 17375.33 '00 29.03
Grand Total 17514.36 17375.33 .00 139.03
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 3
Application Number 18-00002449 Date 8/22/18
Property Address . . . . . 3883 CRAWLEY DOWN LP
Parcel Number 17.20,31.5VC-0000-1190
Application description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name
Property Zoning . . . . . . PUD
Permit . . I I I , MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1072727
Permit pin number 1072727
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 409 MH01 MECHANICAL ROUGH IN
1000 410 MH02 MECHANICAL FINAL
DESCRIPTION AS FURNISHED: Lot 119, KENSINGTON RESERVE, as recorded in Plot Book 81,' Pages 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: John R. Jorquera; NVR Inc. dbo Ryon Homes; Stewart Title Guaranty
Company; NVR Settlement Services, Inc.; NVRM
LOT 122
SET 112" I.R. S 4 Ol 3'15 " W SET 112- I.R,
4596
40. 00' If 4596
8, 3 I I ) C
t'c k_, 31,60' 31,60'
I LOT 119
244 25.9
5.00, (
j COVD.
r__1 rn CONC.
5.00'
AC PAD
TWO STORY
RESIDENCE
LO F.F.- 31.72'
zIt
COVD,
0 '7' CONC.
LOT 120 5.00
5,00
P.C. . . . . . . . 75, 00'
sE ET4V?.- R.
i -
I
BRICK
WALK
16.3'
30.90, BRICK
25.50'
DRIVE
1 0 UTIL. E-5fT.
mm
1
5' CONC. WALK
S 40"13'15" W(B-B-)
40.00'
5.00'
M_
11
LOT 118
5,00,
50'
0.3'
OFF
SEfETj%;).`R!. R.
54996
CRA IVLEY -DO IrzV 100-11 P
50' PRIVATE RIW)
PROPOSED - FINSHED SPOT GRADE ELEVATIONS LU"' ' IIAGK,', A*,, _UIINI,111 11K_NT - 5PERDRAINAGEPLANS
PROPOSED DRAINAGE FLOW
PLOT PLAN AREA CALCULATIQNS REAR 20'
IMPERVIOUS COVERAGE - 2,118.f SQUARE FEET OR 46.07 SIDE g 5' FOR 40' LOTS
LOT GRADING TYPE 8 LOT CONTAINS 4,600± SQUARE FEET SIDE 7.5' FOR 60' LOTS
PROPOSED FINISH FLOOR PER PLANS = 31,7' LIVING AREA CONTAINS 1,353.+ SQUARE FEET SIDE 10' FOR 75' LOTS
CONSLLII YA!,/PORCH CONTAINS 7651 SQUARE FEET SIDE STREET = 25'
CRUSEjVffEY,FR — SCSI TT ASSOC, 1AIrC — 1AAD SURVEy0jyIS'
LEGEND LEGEND -
P PLAT PLLI_ • POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)--658-1436
F FIELD Tye, TYPICAL
ipLqlp • IRON PIPE PR P_ POINT OF REVERSE CURVATURE
IRON ROD P.C.C.P•POINT OF CONII UND CURVATURE
NOTES,
1. THE UNDERSIGNED COE$ HEREBY CERTIFY TT4AT THIS SURVEY A&M THE STANaARDS OF PRAC77CE SET FORTH tr.ate F1, OOM4) OF
C*1 CONCRETE KINUKENT RAP,RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 51-17 FLORIDA ADWINISTRATNIF CODE PURSUANT TO SCCTIO 472.0;',7, 'I,QRIOA STAR1P 5
SE LR. I/e, lit L8 4596 R, NON -RADIAL 2, UNLESS rW6OSSED WON $074YER'S SIGNATURE AND ORIGINAL RAISED S&Aj, THIS SURVEY U4P OR COPIES ARE N -IT VALIA
RE RECOVERED WA WITNESS POINT 1 THIS SURVEY WAS PREPARED FROM 77TLE wFDRACAOON FURNISHED TO THE SURVVYOR, THERE MAY BE OTHER RE1HI7CT,'0N3P.1- POINT OF BEG144ING CALC, CALCULATED
r, R EASEMENTS THAT AFFrCr THIS PROPERTY, PA w POINT OF COMMENCEMENT PJR A PERMANENT REFERENCE MONUMENT
ERLINC FF. ELEVATIONFINISHEDFLOURCEVATION 4, NO UNDCRGR(")ND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN,
CCMy DISKNAIL B.SJ-BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERMED TO AND SHOULD NOT BE RUED UPON BY Wr OTHER CIITY
R/x BRIGHT-OF-VAY II)t •EME HMARK 6. OI9&hw,)NS SHOWN FOR THE LOI-AI70H Or IMPROVEMENTS HEREON SHOULD NOT BE USED TO RCCONSFRUCRECONSTRUCTLIOUNW?( ONE'S.S, CS4T. • EASEMENT BF. •BASE BEARING
DRAIN. DRAINAGE 7, 8C4A4`1S, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (6.0,)
LITIL, • UTILITY B. ELEVATIONS, IF SHOWN, ARE BASSO ON NADQUAL GEODETIC VER77CAL DATUM OF 1929, UNLESS OIHERWfSC NOTED,
CLFCCHAIN LINK FENCE EN9. CFRTIF)CAT&' OF AVITRIXZATION Na. 4596, Warr
V OOD FENCE CID •
CONCRETE BLOC P.
C. • POINT OF CURVATURE SCALE• By, I P.P.T.PONT OF TANGENCY DESCI
DESCRIPTION CERTIFIED BY.• DATE ORDER No. R •
R ADIUS L •
ARC LENGTH PLOT PLAN 03-27-2018 1821-18 D
DELTA C
CHORD FORMBOARD FOUNDATIONIELEVS. 08-07-2018 5048-18 C'
L CHORD DCARING NORTH
FINALIELEVS. 11-14-2018 7189-18 I
THIS
BVILDINGIPROPERTY DOES NOT CIE WITHIN THE
ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM" 4714 ZONE
MAP I 12117CO09OF (09-28-07) ES M SCiCEI 4801