HomeMy WebLinkAbout3634 Crawley Down Lp 18-3299; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100006 DATE: August 01, 2018
BUILDING APPLICATION #: 18-10000655
PERMIT NUMBER: 18-10000655BUILDING
UNIT ADDRESS: CRAWLEY DOWN LOOP 3634 17-20-31-5VC-0000-0430
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: 3634 CRAWLEY DOWN LOOP / KENSINGTON
RESERVE / SFR
FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N/A
Single Family Housing .00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Single Family Housing 54.00 1.000 dwl unit 54.00
SCHOOLS CO -WIDE ORD
Single Family Housing 9,000.00 1.000 dwl unit 9,000.00
PARKS N/A
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE,. LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING 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 OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE YTHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT.
l
f
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT U
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE ( 0 ,
Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #20181y14992 Book:9226 Page:480; (1 PAGES) RCD: 10/8/2018 1 :27:27 AM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: 18-3299
Parcel ID Number: 17-20-31-5VC-0000-0430
C
SS tVlitaiJi.l: f,:1,, :,ti•:-may
I,ppkjTj CLERK
03
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 # 43 of Kensington Reserve 3634 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:
a. corirRAcroR: Name: NVR, Inc dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
5. SURETY (if applicable, a copy of the payment bond is attached): Name: NA
Phone Number: 407-692-9820
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.
Mitchell
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition, Owner designates
Phone Number: 407-692-9820
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 TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Dayna Mitchell Assistant Secretary
Signat of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Tlge/Office)
Authorized Officer/rector/Partner/Manager)
State of Florida county of Orange
The foregoing instrument was acknowledged before me this day of O C 20 18
by , Dayna Mitchell Who is personally known to me IBC OR
Name of person mating statement
who has produced identification type of identification produced:
TRACY LEIGH MCDOP!F LL i
MY COMMISS:ON 11 Fc9250 i'
ti, .; ; Notary Signature
t }, E:(PINCS OOuber Oo 26"19 {
4
J :
u•51 - rf'tarb:,•,SC _
s
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: I
Project Name: Kensington Reserve Project Address:
1
Building Permit #:_'; — J
C
Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCI outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Scott James Faber Ryan Homes
Print Name of w e nant
Signature f r enant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
Scott James Faber - Ryan Homes
Print Name of n for
1
Signature f e ontractor
CGC151715
Gen. Contractor License #
CALLED INTO: Progress Energy
Rev. 02/10/15)
Scott L Easterbrook - Palmer Electric
Print Name of El. Contractor
Signature of El. Contractor
EC0003096
El. Contractor License #
Florida. Power and Light on
JUL ajMW CITY OF SANFORD
t BUILDING' & FIRE PREVENTION
a
t PERMIT APPLICATION
Application No: I " 5: aq9
Documented Construction Value: $
Job Address: 3634 Crawley Down Loop Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-0430 Residential X Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title: Production Admin
Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC, dba man Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property?
City, State Zip: Orlando FL 32811
Contractor Information
Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820
Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821
City, State Zip: Orlando FL 32811 State License No.: CBC1257565
Architect/Engineer Information
Name: AB Design Phone: 407-774-6078
Street: 1441 N Ronald Reagan Blvd Fax:
City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com
Bonding Company.
N/A Mortgage Lender: N/A
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Sth Edition (2014) Florida Building Code
Revised: June 30, 2015 ';z O 1 `
3 ' ! y,. j, 2 j Permit Application
V _`"1 1
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of 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 co iance with all applicable laws regulating construction and zoning.
7/26/2018 7/26/2018
Sign e of O ent Date Signatu of C ntra Agent Date
Tracv McDonald Tracy cDonald
Print Owne /Agent's Name
7/26/2018
Signature of Notary-S t of Florida Date
A',?e,
c
KRISTIN R FERRILL
Commission # GG 233069
Expires July 11, 2021
tor"'os Bonded Ttinr6udgatNotary Servlees Owner/
Agent is X Personally Known to Me or Produced
ID Type of ID Print
Co ractor/Ag is Name 7/
26/2018 Signature
of Not State of Florida Date PRY
puk KRISTIN R FERRILL 40 ' °
Commission # GG 233069 Expires
July 11, 2021 Ny
Ft,r "01P )) SoNed TAru Budget Notary SONW$ Contractor/
Agent is x Personally Known to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building R Electricals Mechanical R- Plumbing® Gas[] Roof Construction
Type: 46 Occupancy Use: 23 Flood Zone: Y,-Sc'6 N
rAcRfo Total
Sq Ft of Bldg: '1 LA Min. Occupancy Load: I!R # of Stories: New
Construction: Electric - # of Amps 0 Fire
Sprinkler Permit: Yes No X # of Heads APPROVALS:
ZONING OkopUTILITIES: COMMENTS
ENGINEERING:
M,L e-G- L9 FIRE: Ok
to construct single family home with
setbacks and impervious area shown
on plan. 35 • S'I- Pay. C
S fir- t.( - Gr 9- Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING: '
54=7 Revised:
June 30, 2015 Permit Application
0 '916 CITY OF SANFORD
BUILDING' & FIRE PREVENTION
APPLICATION
Application No: G 1
Documented Construction Value: $ 110,480
Job Address: 3634 Crawley Down Loop
Parcel ID: 17-20-31-5VC-0000-0430
Type of Work: New FX] Addition Alteration
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald
Phone: 407-692-9831 Fax:
Historic District: Yes No 0
Residential X Commercial
Repair Demo Change of Use Move
Title: Production Admin
Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC. dba Ryan Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property?
City, State Zip: Orlando FL 32811
Contractor Information
Name NVR, Inc, dba Ryan Homes
Street: 4307 Vineland Rd # H-20
City, State Zip: Orlando FL 32811
Phone: 407-692-9820
Fax: 407-692-9821
State License No.: CBC1257565
Arch itectlEnginee r Information Name: _
AB Design Street:
1441 N Ronald Reagan Blvd City,
St, Zip: Longwood FL Bonding
Company: Address:
N/
A Phone:
407-774-6078 Fax:
E-
mail: brian@abdesigngroup.com Mortgage
Lender: Address:
N/
A WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO ' YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in co iance with all applicable laws regulating construction and zoning.
7 7/26/2018
7/26/2018
Sign ( of0 ent Date Signatu of ntra Agent Date
Tracy McDonald Tracy cDonald
Print One / Agent's
Namewory7/26/2018
Signature fNotaS t of Florida Date
1tAY ?o6r
c
KRISTIN R FERRILL
Commission # GG 233069
N„ oQ Expires July 11, 2021 - - - -
rFOFr oQ Bonded TWBudget Notary Servkes Owner/
Agent is X_ Personally Known to Me or Produced
ID Type of ID M
ractor/
Ag is Name 7/
26/2018 Signature
of No -State of Florida Date 1rAY
Pia KRISTIN R FERRILL VCommission #
GG
233069 O°
T Expires July 11, 2021 FUF
F"' Bonded nn Budget Notary Smk" Contractor/
Agent is _X Personally Known to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps, Fire
Sprinkler Permit: Yes No APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
of
Heads UTILITIES:
FIRE:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures, Fire
Alarm Permit: Yes No 19-
3 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 Prepour
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:
Min 'Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
RMB7!N.GPERMIT"
Inspection DescriptionMinMax
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
1VIECHANICAL PERMIT
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
a
MUM 10=914011ifivila
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: 3634 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0430
Phone Number: 407.692.9820 Email: trmcdonapnvrinc.com
The reason for the flood plain determination is:
New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
QFFAIY- CSNp ti'
x
a aa.
Flood
Zone:
X Base Flood Elevation: NSA Datum: N/A FIRM Panel
Number: 120294 009O F Map Date: Sept. 28, 2007 The referenced
Flood Insurance Rate Map indicates the following: The parcel
is in the: floodplain floodway A portion
of the parcel is in the: floodplain floodway 0 The
parcel is not in the: N floodplain floodway The structure
is in the: floodplain floodway The structure
is not in the: floodplain floodway If the
subject property is determined to be flood zone `A', the best available information used to determine the
base flood elevation is: BP# 18-
3299 Reviewed by:
Michael Cash, CFM Date: August 6, 2018
Application for Paved Driveway, Sidewalk or
Walkwa Includin Ri ht-of-Wa Ilse & Y 9 9 Y
ti°$ 7- Landscaping in Right -of -Way
www.sanfordfl.gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone:407.688.5140 Fax:407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other c
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Knowwhar'sbelow.
size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig.
1. Project Location/Address: 3634 Crawley Down Loop, Sanford, FL 32773
2. Proposed Activity: X Driveway Walkway
3. Schedule of Work: Start Date Completion Date
4. Brief Description of Work: Construction of New Single Family Home
This application is
Property Owner. /
Signature:
Address: 4307
by:
H-20 Orlando, FL 32811
Phone: (407) 692-9831 Fax:
Other:
Print Name: Tracy McDonald
Emergency Repairs
Email: trmcdona@nvrinc.com Date: 07/26/2018
Maintenance Responsibilities/Indemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the
Requestor's property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right-of-way.
I have
Signature:
Pre -pour Inspection by:
the above statement and by signing this application I agree to its terms.
Date: 07/26/2018
This permit shall be posted on the site during construction.
Please call 407.688.6080 24 hours in advance to schedule a pre -pour inspection.
Date:
Official Use Only
Application No: Fee: Date:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
Date:
Date:
Date:
Date:
November 2015 ROW Use Driveway. pdf
7/26/2018 SCPA Parcel View: 17-20-31-5VC-0000-0430
dppJotppuuw,. cFA
p
p
se ouc counrn. a.ocmw
Property Record Card
Parcel: 17-20-31-5VC-0000-0430
Property Address: 3634 CRAWLEY DOWN LOOP SANFORD, FL 32773
j Value Summary
2018 Working
Values
2017 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 0 0
Depreciated Bldg Value _
Depreciated EXFT Value
Land Value (Market) 67,000 14,000
Land Value Ag
Just/Market Value " 67,000 14,000
Portability Adj —
Save Our Homes Adj 0 0
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 67,000 14,000
Tax Amount without SOH: $266.58
2017 Tax Bill Amount $266.58
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 43
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund $67,000 $0 $67,000
Schools -- $67,000$0 --- $67,000
City Sanford $67,000 $0 $67,000
SJWM(SaintJohns Water Management) $67,000 — — $0 $67,000 County
Bonds $67,000 $0 $67,000 Sales
Description
Date Book Page Amount Qualified Vac/Imp No
Sales Fiter9
Caraparab Sate Sate Land
Method
Frontage Depth Units Units Price Land Value LOT
0.00 0.00 I 1 $67,000.00 $67,000 Building
Information Permits
Permit #
Description Agency Amount CO Date Permit Date http://
parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=1720315VC00000430 1/2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint:
an agent of:
Tracv McDonald
NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application forwork located at:
Address)
Expiration Date for This Limited Power of Attorney
License Holder Name: Robert Lattanzi
State License Number:
Signature of License I-1
STATE OF FLORIDA
COUNTY OF Orange
May 20,2018
The foregoing instrument was acknowledged before me thiQLday of ,
200is, by Robert Lattanzi who is persona 1 own
to me or o who has produced as
identification and who did (did not) tak an oath. ,
Notary Seal)
ruB, KRISTIN R FERRILL
o
wv
Commisslon # GG 233069
N,oT Expires July 11, 2021
uR eondedThruBudget Notary Services Rev.
08.12) Notary
Public - State of Floridil Commission
No.' 93,3b (09 My
Commission Expires: a,l
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot43KensingtonReserve Estero BayMGRW Builder Name: RYAN HOMES Street:
3634 CRAWLEY DOWN LOOP Permit Office: SANFORD City,
State, Zip: SANFORD , FL, 32773 Permit Number: Owner:
Jurisdiction: 691500 Design
Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1.
New construction or existing New (From Plans) 9. Wall Types (2736.6 sqft.) Insulation Area 2.
Single family or multiple family Single-family a.
Frame - Wood, Exterior R=13.0 1384.00 ft2 b.
Concrete Block - Int Insul, Exterior R=4.1 960.56 ft2 3.
Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 392.00 ft2 4.
Number of Bedrooms 4 d. N/A R= ft2 5.
Is this a worst case? No 10. Ceiling Types (1825.0 sqft.) Insulation Area a.
Under Attic (Vented) R=38.0 1825.00 ft2 6.
Conditioned floor area above grade (ft2) 2823 b. N/A R= ft2 Conditioned
floor area below grade (ft2) 0 c.
N/A R= ft2 11.
Ducts R ft2 7.
Windows(355.4 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 219.2 a.
U-Factor: Dbl, U=0.35 307.43 ft2 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 336 SHGC:
SHGC=0.29 b.
U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC:
SHGC=0.29 a.
Central Unit 23.4 SEER:15.00 b.
Central Unit 28.4 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 23.2 HSPF:8.50 SHGC:
b. Electric Heat Pump 28.0 HSPF:8.50 Area
Weighted Average Overhang Depth: 3.001 ft. Area
Weighted Average SHGC: 0.290 14. Hot water systems a.
Electric Cap: 50 gallonsEF: 8. Floor Types (2823.0 sqft.) Insulation Area 0.
950 a.
Slab -On -Grade Edge Insulation R=0.0 1097.00 ft2 b. Conservation features b.
Floor Over Other Space R=0.0 1096.00 ft2 None c.
other (see details) R= 630.00 ft2 15. Credits Pstat Total
Proposed Modified Loads: 74.08 Glass/
Floor Area: 0.126 PASS TotalBaselineLoads: 77.73 1 7 7 I
hereby certify that the plans and specifications covered by Review of the plans and TTxEST,gT this
calculation are in compliance wit he Florida Energy specifications covered by this CI
ti , _
0 Code.
calculation indicates compliance j,;, ''T =.
with
the Florida Energy Code. PREPARED
BY: '"''- Before construction is completed DATE:
7-13-18 Srntt Pratt this building will be inspected for compliance
with Section 553.908 I
hereby certify that this building, as designed, is in compliance Florida Statutes. CpU4
withtheFloridaEnergyCode. OWNER/
AGENT: BUILDING OFFICIAL: DATE:
7/13/2018 DATE: Compliance
requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified
factory -sealed in accordance with R403.3.2.1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope
leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 7/
13/2018 2:12 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
SQ.FT. CALC.'S
IST. FLR LIVING 1091 SGl FT.
2ND. FLR LIVINCa 1126 SQ. Fr.
TOTAL LIVING 2823 SQ FT.
2-GAR / TANDEM GARAGE 635 5Q FT.
ENTRY II6 5a FT.
LANAI 100 50. FT.
TOTAL 3614 $Q FT.
EXTERIOR MASONRY NOTE: PRIOR TO DRYWALL
WALL ESRa. NEIGWT5 INSTALLATION ALL FRAMING
MEMBERS 2'-O' FROM THE FIN15H
FLOOR WILL BE SPRAYED AND
TREATED W/ 'BORATE' A TERMITE
9'-4' BRa. TREATED SPRAY
LOAD®L
Fp3T Fig WIDOW CALCB
COWON ENT AND CLADOIKI WID LOADS BASIC WIND EXPOBUFE
FOH 3 SECOND OUSTS
CALL.
AM ZCFE lO IAi WLDpocMAGEL71'tim
I 112
I6 _m: 5 24B/ -301OJ4
2 31 o w DR. 4 26.9/ -25A
3 19 2)26-5H 5 303/ -38.6
4 34 2) 25-SH 4 26.9/ -29.4
5 34 2) 25-S44 5 213/ -351
6 34 2) 25-5H 4 26.9/ -234
qg 6050 51GD. 5 26.4/ -333
WIND DESIGN CRITERIA
A BASIC WIND SPEED MPH (3 SECOND GUST)
WLT•150 / VASD•116 MPH
B. INTERNAL PRESSURE COEFFICIENT— JS
C. RISK CATEGORY*, v II
EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS k CLADDING PRESSURE ARE
BASED ON THE Vint DESIGN WIND SPEED. FBCR 6TH ED. (2011)
ALLOWS TI$SE PRE58URES TO BE MULTIPLIED BY Ob TO
MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY
PRODUCT MAAFACTURERS.
I
3 1/2'
DBL. 2' I'-4'
TOPPLATE MAX. —
2x4WOODFRAMED
C 16, OC.
0
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nl CABINET SECTION
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I J 16k16' CmCOLU'N STONE p BASE b •
MABOVEVENEER 0 VENEER I6'-0'xl'-m' OJ-1. TYR 2) 4'
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S' 40'-0• FIRST
FLOOR PLAN
ELEVATION M pA
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ry
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RONALD REAGAN BLVD. LONG WOOD, FL
327M PH: 407-77"
078 FA%:407-77"
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KENSINGTON
RESERVE LOT #
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MODELESTERO
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02) PROJECT
02997.000/
043R1
PAGE: FIRST FLOOR
PLAN
ARCFITECT:
STATE CIF
FLORIDA
DATE: 7 /9 /
113 SCALE: 1/4"=
1'-0" 8PMET 3 of
8
A R C H IT E C T S
SECOND FL R WIDOW CALCD
COAPON ENT AND CLADDM WIND LOADS BASIC WIND E6'MM
FOR 3 SECOND GLUM
CALL # DACE fM7IoN ZONE II01PH N'oeNGW9
1 2) 3050-5I-I 5 213/ -29.830EGRESS
2 15 3050-S4 4 28,6/ -31.1EGRESS
3 12
3040-SH
TEMP.)
5 29J/ -31b
4 15 3050-SP 4 28b/ -3I.1EGRESS
5 15 3O50-gH 4 28b/ -31.1EGRESS
6 15 3050-SH 4 28.6/ -31.1
15 3050-514 5 28b/ -3lB
a 15 3050-SW 5 28b/ -31.8
9 15 3050-SI4 4 28b/ -31.1
10 3050-5H 5 28b/ -31Z15EGRESS
11 6 2030-514 4 29J/ -31.6
WIND DESIGN CRITERIA
A BASIC WIND SPEED MPH (3 SECOND GUST)
VULT•150 / VA5D•116 MPH
B. MTERNAL PRESSURE COEFFICENT. • .IS
C. RISK CATEGORY -TYPE 11
D. EXPOSURE CATEGORY C
NOTE:
VALUES FOR OOMFONENTB 4 CLADDING PRESSURE ARE
BASED ON THE Wit DES[r.N WIND SPEED. FBCR 6TH ED. (201-o
ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0b TO
MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY
PRODUCT MANUFACTURERS.
3'-6' 4'-2' 5'-8' 19'-10' 6'-10'
5'-9' ..-5' ., 12'-6' 10'-4'
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B
9'-4- 3'-4' 4'-6' 5'-10'
20'-8'
40'-0'
LINE OF IST. FLR EELOW
SECOND FLOOR PLAN
ELEVATION M
ro
6
G
Design
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32150
i
StMDIV. & LOT:
KENSINGTON
RESERVE
LOT #43)
MODEL-
ESTERO BAY
VERSION#02)
PROJECT
02997.0 0/043R1
PAGE:
SECOND
FLOOR PLAN
ARCFQTECT
STATE OF LORIDA
DATE: 7 /9 /16
scALE: 1/4"=1'-O"
SHEET
4 of 8
c
z-
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot43Kensington Reserve Estero BayMGRW Builder Name: RYAN HOMES Street:
3634 CRAWLEY DOWN LOOP Permit Office: SANFORD BU City,
State, Zip: SANFORD , FL, 32773 Permit Number: # 1+8 - 3 2 9 9 sq Owner:
Jurisdiction: 691500 0 '
c0 Design
Location: FL, Orlando County:: Seminole (Florida Climate Zone coo R q
I
1.
New construction or existing New (From Plans) 9. Wall Types (2736.6 sqft.) Insulation ---ArTa 2.
Single family or multiple family Single-family a.
Frame - Wood, Exterior R=13.0 1384.00 ft2 b.
Concrete Block - Int Insul, Exterior R=4.1 960.56 ft2 3.
Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 392.00 ft2 4.
Number of Bedrooms 4 d. N/A R= ft2 10.
Ceiling Types (1825.0 sqft.) Insulation Area 5.
Is this a worst case? No a. Under Attic (Vented) R=38.0 1825.00 ft2 6.
Conditioned floor area above grade (ft2) 2823 b. N/A R= ft2 Conditioned
floor area below grade (ft2) 0 c.
N/A R= ft2 11.
Ducts R ft2 7.
Windows(355.4 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 219.2 a.
U-Factor: Dbl, U=0.35 307.43 ft2 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 336 SHGC:
SHGC=0.29 b.
U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC:
SHGC=0.29 a.
Central Unit 23.4 SEER:15.00 b.
Central Unit 28.4 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 23.2 HSPF:8.50 SHGC:
b. Electric Heat Pump 28.0 HSPF:8.50 Area
Weighted Average Overhang Depth: 3.001 ft. Area
Weighted Average SHGC: 0.290 14. Hot water systems a.
Electric Cap: 50 gallonsEF: 8. Floor Types (2823.0 sqft.) Insulation Area 0.
950 a.
Slab -On -Grade Edge Insulation R=0.0 1097.00 ft2 b. Conservation features b.
Floor Over Other Space R=0.0 1096.00 ft2 None c.
other (see details) R= 630.00 ft2 15. Credits Pstat Glass/
Floor Area: 0.126 Total
Proposed Modified Loads: 74.08 PASS TotalBaselineLoads: 77.73 I
hereby certify that the plans and specifications covered by Review of the plans and TJI E ST,q, this
calculation are in compliance wit he Florida Energy specifications covered by this 4V0- r _ Code.
calculation indicates compliance with
the Florida Energy Code. PREPARED
BY: '`" ` '''-- Before construction is completed DATE:
7-13-18 Srott Pratt this building will be inspected for compliance
with Section 553.908 I
hereby certify that this building, as designed, is in compliance Florida Statutes. with
the Florida Energy Code. CODWS OWNER/
AGENT: BUILDING OFFICIAL: DATE:
7/13/2018 DATE: Compliance
requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified
factory -sealed in accordance with R403.3.2.1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope
leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 7/
13/2018 2:12 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: Lot43Kensington Reserve Este Bedrooms: 4 Address Type: Street Address Building
Type: User Conditioned Area: 2823 Lot # 43 Owner
Name: Total Stories: 2 Block/Subdivision: KENSINGTON of
Units: 1 Worst Case: No PlatBook: Builder
Name: RYAN HOMES Rotate Angle: 0 Street: 3634 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 Temp Design
Location TMY Site 97.5 % 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
Block1 1097 10202.1 2
Block2 1726 13808 SPACES
Number
Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1
1st Floor 1097 10202.1 Yes 4 0 1 Yes Yes Yes 2
2nd Floor 1726 13808 No 1 4 1 Yes Yes Yes FLOORS
Floor
Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1
Raised Floor 2nd Floor -___ ---- 100 ft2 13 0 0 1 2
Floor over Garage 2nd Floor ---- -_-- 530 ft2 13 0.1 0 0.9 3
Slab -On -Grade Edge Insulatio 1 st Floor 102.5 ft 0 1097 ft2 0.35 0 0.65 4
Floor Over Other Space 2nd Floor ---- __-- 1096 ft2 0 0 0 1 ROOF
Roof
Gable Roof Solar SA Emitt Emitt Deck Pitch V #
Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1
Gable or Shed Composition shingles 1842 ft2 354 ft2 Medium 0.85 No 0.85 No 0 22.6 ATTIC
Area
RBS IRCC V # Type Ventilation Vent Ratio (1 in) 1
Full attic Vented 300 1701 ft2 N N 7/
13/2018 2:12 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) 2nd Floor 38 Blown 1825 ft2 0.11 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar BelowoSpace
1 S Exterior Frame - Wood 2nd Floor 13 46 0 8 0 368.0 ft2 0 0.23 0.6 0
2 S Exterior Concrete Block - Int Insul 1st Floor 4.1 10 0 9 4 93.3 ftZ 0 0 0.6 0
3 W Exterior Frame - Wood 2nd Floor 13 40 6 8 0 324.0 ft2 0 0.23 0.6 0
4 W Exterior Concrete Block - Int Insul 1st Floor 4.1 20 5 9 4 190.6 ftZ 0 0 0.6 0
5 N Exterior Frame - Wood 2nd Floor 13 46 0 8 0 368.0 ft2 0 0.23 0.6 0
6 N Exterior Concrete Block - Int Insul 1st Floor 4.1 42 0 9 4 392.0 ft2 0 0 0.6 0
7 E Exterior Frame - Wood 2nd Floor 13 40 6 8 0 324.0 ft2 0 0.23 0.6 0
8 E Exterior Concrete Block - Int Insul 1st Floor 4.1 30 6 9 4 284.7 ft2 0 0 0.6 0
9 Garage Frame - Wood 1st Floor 13 42 0 9 4 392.0 ft2 0 0.23 0.3 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 W Insulated 1st Floor None 25 3 8 24 ft2
2 Wood 1st Floor None 25 2 8 6 8 17.8 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 S 1 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 4 in None Exterior 5
2 S 2 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 11 ft 0 in 0 ft 2 in None Exterior 5
3 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 4 in None Exterior 5
4 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 4 in None Exterior 5
5 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 3 ft 11 in None Exterior 5
6 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 9.8 ft2 1 ft 0 in 1 ft 4 in None Exterior 5
7 W 4 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft2 7 ft 0 in 0 ft 2 in None Exterior 5
8 N 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 4 in None Exterior 5
9 N 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 11 ft 0 in None Exterior 5
10 E 7 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 4 in None Exterior 5
11 E 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft2 1 ft 0 in 1 ft 4 in None Exterior 5
12 E 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 11 ft 0 in None Exterior 5
13 E 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 11 ft 0 in None Exterior 5
7/13/2018 2:12 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 635 ft2 635 ft2 77 ft 8.3 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000378 2801.2 153.78 289.21 .34 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1
2
Electric Heat Pump/
Electric Heat Pump/
None
None
HSPF:8.5 23.2 kBtu/hr 1
HSPF:8.5 28 kBtu/hr 2
sys#1
sys#2
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1
2
Central Unit/
Central Unit/
None
None
SEER: 15 23.4 kBtu/hr 0 cfm 0.75 1
SEER: 15 28.4 kBtu/hr 0 cfm 0.75 2
sys#1
sys#2
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft2
DUCTS
Supply ----
Location R-Value Area
Return ---- Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT QN RLF
HVAC #
Heat Cool
1
2
Attic 6 219.2 ft
Attic 6 336 ft2
2nd Floor
2nd Floor
55 ft2 Default Leakage 2nd Floor (Default) (Default)
84 ft2 Default Leakage 2nd Floor (Default) (Default)
1 1
2 2
7/13/2018 2:12 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
MIlei Vau: Will r7
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling Jan Feb Mar Apr May Jun X Julf X] Aug X Sep X Oct X Nov X Dec
IXjHeatingX) Jan XFeb XjXMar jxj XAprIXI XMay IXIXJun jXj X Jul X] AugSep Oct X Nov X Dec Venting X Jan X Feb
X Mar X Apr X May X Jun X Jul X Aug lx X Sep lX X OctX Nov XDec 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 7/13/2018 2:12
PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 95
The lower the EnergyPerformance Index, the more efficient the home.
3634 CRAWLEY DOWN LOOP, SANFORD, FL, 32773
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13.0 1384.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 960.56 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 392.00 ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1825.00 ft2
6. Conditioned floor area (ft') 2823 b. N/A R= ft2
c. N/A R= ft'
7. Windows"* Description Area
11. Ducts R ft 2
a. U-Factor: Dbl, U=0.35 307.43 ft2 a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 219.2
SHGC: SHGC=0.29 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 336
b. U-Factor: Dbl, U=0.62 48.00 ft2
SHGC: SHGC=0.29 12. Cooling systems kBtu/hr Efficiency
c. U-Factor: N/A ft2 a. Central Unit 23.4 SEER:15.00
SHGC: b. Central Unit 28.4 SEER:15.00
d. U-Factor: N/A ft2
13. Heating systems kBtu/hr Efficiency
SHGC: a. Electric Heat Pump 23.2 HSPF:8.50
Area Weighted Average Overhang Depth: 3.001 ft. b. Electric Heat Pump 28.0 HSPF:8.50
Area Weighted Average SHGC: 0.290
8. Floor Types Insulation Area 14. Hot water systems
Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1097.00 ft2 a. Electric
EF: 0.95
b. Floor Over Other Space R=0.0 1096.00 ft2
b. Conservation features
c. other (see details) R= 630.00 ft2
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. herwise, a new EPL Display Card will be completed
based on installed Code compliAt,flatures.
Builder Signature:
Address of New Home:
Date: 7/13/2018
City/FL Zip: 32773
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
7/13/2018 2:12 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 3634 CRAWLEY DOWN LOOP Permit Number:
SANFORD , FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakagdVindows, 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.
7/13/2018 2:12 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 60oC).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916
7/13/2018 2:12 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia . Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by. a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
7/13/2018 2:12 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to 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 ofAPSP-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.
7/13/2018 2:12 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
This checklist
A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, 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).
Energy Performance Level (EPL) Display Card (one page)
HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
A completed Envelope Leakage Test Report (usually one page)
If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge@ - USRGSB v6.0
7/13/2018 2:11:45 PM Page 1 of 1
wrightsofft® Manual S Compliance Report
Zone 1
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3634 CRAWLEY DOWN LOOP, SAN FORD, FL32773
Design Conditions
Job: LoMWensingtonResem..
Date: 8-30-11
By: EJH
Outdoor design DB: 92.5°F Sensible gain: 17208 Btuh Entering coil DB: 78.5°F
Outdoor design WB: 76.2°F Latent gain: 3310 Btuh Entering coil WB: 64.1°F
Indoor design DB: 75.0°F Total gain: 20518 Btuh
Indoor RH: 50% Estimated airflow: 780 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140241K+ASPT29B14A
Actual airflow: 780 cfm
Sensible capacity: 19102 Btuh 111% of load
Latent capacity: 3554 Btuh 107% of load
Total capacity: 22656 Btuh 110% of load SHR: 84%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 16433 Btuh Entering coil DB: 68.8°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Goodman Mfg. Model: GSZ140241K+ASPT29B14A
Actual airflow: 780 cfm
Output capacity: 23200 Btuh 141% of load Capacity balance: 34 °F
Supplemental heat required: 0 Btuh Economic balance: -99 °F
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 780 cfm
Output capacity: 4.5 kW 93% of load Temp. rise: 50 °F
Meets all requirements of ACCA Manual S.
Wt79htso tm
2018-Jul-1314:01:16
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M ,.,., „ w,.,..,, mN., Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1
ACCA...BayMGRW\Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
wrightsoft® Manual S Compliance Report
Zone 2
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3634 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Job: Lot43KensingtonReserv..
Date: 8-30-11
By: EJH
Outdoor design DB: 92.5°F Sensible gain: 22529 Btuh Entering coil DB: 78.1°F
Outdoor design WB: 76.2oF Latent gain: 3461 Btuh Entering coil WB: 64.0°F
Indoor design DB: 75.0°F Total gain: 25989 Btuh
Indoor RH: 50% Estimated airflow: 947 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: SplitASHP
Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A
Actual airflow: 947 cfm
Sensible capacity: 23693 Btuh 105% of load
Latent capacity: 3862 Btuh 112% of load
Total capacity: 27556 Btuh 106% of load SHR: 86%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 15422 Btuh Entering coil DB: 69.0°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Goodman Mfg. Model: GSZ140301K+ASPT37C14A
Actual airflow: 947 cfm
Output capacity: 28000 Btuh 1820% of load Capacity balance: 28 IF
Supplemental heat required: 0 Btuh Economic balance: -99 IF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 947 cfm
Output capacity: 4.2 kW 93% of load Temp. rise: 50 IF
Meets all requirements of ACCA Manual S.
wrightsoft,
2018-Jul-13 14:01:16
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2
iICCA...BayMGRW\Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
Component Constructions Job: Lot43KensingtonReserv...
VNI'IQiI$SOft® Date: 8-30-11
Entire House By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3634 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (°F) 70 75
Elevation: 105 ft Design TD (°F) 28 18
Latitude: 28ON Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (°F) 42 93 Infiltration:
Daily range (°F) - 16 M) Method Simplified
Wet bulb (OF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ft Btuh/ft' °F ft%*FBtuh Btuh/ft' Btu Btuh/ft' Btu
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 353 0.091 13.0 2.52 890 2.35 830
fnsh, 2"x4" wood frm, 16" o.c. stud a 282 0.091 13.0 2.52 711 2.35 663
s 338 0.091 13.0 2.52 852 2.35 795
w 239 0.091 13.0 2.52 603 2.35 563
all 1212 0.091 13.0 2.52 3056 2.35 2852
16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" n 5 0.049 19.0 1.36 7 2.66 13
gypsum board intfnsh ne 3 0.049 19.0 1.36 4 2.66 8
e 10 0.049 19.0 1.36 13 2.66 25
se 3 0.049 19.0 1.36 4 2.66 8
s 5 0.049 19.0 1.36 7 2.66 13
sw 3 0.049 19.0 1.36 4 2.66 8
w 10 0.049 19.0 1.36 13 2.66 25
nw 3 0.049 19.0 1.36 4 2.66 8
all 41 0.049 19.0 1.36 56 2.66 109
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh: n 360 0.201 4.1 5.57 2002 4.37 1572
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh a 220 0.201 4.1 5.57 1224 4.37 961
s 45 0.201 4.1 5.57 252 4.37 198
w 129 0,201 4.1 5.57 717 4.37 563
all 754 0.201 4.1 5.57 4196 4.37 3295
Partitions
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int 374 0.091 13.0 2.52 943 1.45 543
fnsh, 2"x4" wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 15 0.350 0 9.69 145 10.5 157
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; e 30 0.350 0 9.69 291 39.0 1169
foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 1.33 ft s 30 0.350 0 9.69 291 20.7 622
sep.); 6.67 ft head ht all 75 0.350 0 9.69 727 26.0 1948
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 32 0.350 0 9.69 314 10.5 339
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5.25 ftwindow ht, 11 ft sep.); 6.67 ft head ht e 65 0.350 0 9.69 628 29.0 1875 all
97 0.350 0 9.69 942 22.8 2214 w
rightsOft- 2018-
Jul-13 14:01:16 Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 1 AC01...
BayMGRW\L°t43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 12 0.350 0 9.69 116 39.0 468
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium;
foreground = new concrete (0.32); 1 ft overhang (4 ft window ht, 1.33 ft
sep.); 6.67 ft head ht
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 48 0.620 0 17.2 824 16.9 812
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft
window ht, 0.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 10 0.350 0 9.69 95 39.0 380
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium;
foreground = new concrete (0.32); 1 ft overhang (3.17 ft window ht,
1.33 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 30 0.350 0 9.69 291 39.0 1169
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium;
foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 3.92 ft
sep.); 6.67 ft head ht
213-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 45 0.350 0 9.69 436 44.0 1979
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new
concrete (0.32); 1 ft overhang (5 ft window ht, 1.33 ft sep.); 6.67 ft head
ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 39 0.350 0 9.69 374 12.3 472
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 7
ft overhang (6.25 ft window ht, 0.17 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type w 24 0.390 0 10.8 259 12.0 289
n 18 0.390 0 10.8 192 12.0 214
all 42 0.390 0 10.8 451 12.0 503
Ceilings
168-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1781 0.026 38.0 0.72 1283 1.41 2517
gypsum board intfnsh
Floors
20P-13t: Flr floor, frm flr, 6" thkns, r-13 cav ins, amb ovr 100 0.068 13.0 1.88 188 0.98 98
20P-13t: Fir floor, frm fir, 6" thkns, r-13 cav ins, gar ovr 530 0.068 13.0 1.88 997 0.98 517
22A-tpl: Bg floor, light dry soil, on grade depth 103 0.989 0 27.4 2822 0 0
wrightsoft®
2018-Jul-13 14:01:16
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2
ACCA... Bay MGRW\t_ot43KensingtonReserveEsteroBay MGRW.rup Calc = MJ8 Front Door faces: W
Component Constructions Job: Lot43KensingtonReserv...
wrightsoft® p Date: 8-30-11
Zone 1 By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
x .. ro r forrriatlo;n t" ' y s , ect
lif
Y
A
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (°F) 70 75
Elevation: 105 ft Design TD (°F) 28 18
Latitude: 281N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (IF) 42 93 Infiltration:
Daily range (OF) - 16 ( M) Method Simplified
Wet bulb (°F) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ft' Stuh/V °F ft? °FBtuh BtuhM Btuh Btuh/V Btu
Walls
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh: n 360 0.201 4.1 5.57 2002 4.37 1572
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh a 220 0.201 4.1 5.57 1224 4.37 961
s 45 0.201 4.1 5.57 252 4.37 198
w 129 0.201 4.1 5.57 717 4.37 563
all 754 0.201 4.1 5.57 4196 4.37 3295
Partitions
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int 374 0.091 13.0 2.52 943 1.45 543
fnsh, 2"x4" wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 32 0.350 0 9.69 314 10.5 339
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5.25 ft window ht, 11 ft sep.); 6.67 ft head ht e 65 0.350 0 9.69 628 29.0 1875
all 97 0.350 0 9.69 942 22.8 2214
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 48 0.620 0 17.2 824 16.9 812
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft
window ht, 0.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 39 0.350 0 9.69 374 12.3 472
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 7
ft overhang (6.25 ft window ht, 0.17 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type w 24 0.390 0 10.8 259 12.0 289
n 18 0.390 0 10.8 192 12.0 214
all 42 0.390 0 10.8 451 12.0 503
Ceilings
none)
Floors
22A-tpl: Bg floor, light dry soil, on grade depth 103 0.989 0 27.4 2822 0 0
wrightsoft
1 mom„
Right -Su2018-
J u1-13 14:01:16 ite®
Universal 2018 18.0.13 RSU23828 Page 3 MCA...
BayMGRW\Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
wrightsoft®
2018-Jul-13 14:01:16
Right -Suite@ Universal 2018 18.0.13 RSU23828 Page 4
CCA ...BayMGRW\Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
Component Constructions Job: Lot43KensingtonReserv...
wrightsoft® Date: 8-30-11
Zone 2 By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone:407-831-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM
ME . 0 0 0 0 etc Y1 t;
For: RYAN HOMES
3634 CRAWLEY DOWN LOOP, SANFORD, FL32773
k..
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (IF) 28 18
Latitude: 281N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (°F) 42 93 Infiltration:
Daily range (OF) - 16 ( M) Method Simplified
Wet bulb (°F) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ft Btuh/ft- °F ft'-°F/Btuh Btu hV Btu Btuh/ft2 Btu
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2"
gypsum board intfnsh
Partitions
none)
n 353 0.091 13.0 2.52 890 2.35 830
e 282 0.091 13.0 2.52 711 2.35 663
s 338 0.091 13.0 2.52 852 2.35 795
w 239 0.091 13.0 2.52 603 2.35 563
all 1212 0.091 13.0 2.52 3056 2.35 2852
n 5 0.049 19.0 1.36 7 2.66 13
ne 3 0.049 19.0 1.36 4 2.66 8
e 10 0.049 19.0 1.36 13 2.66 25
se 3 0.049 19.0 1.36 4 2.66 8
s 5 0.049 19.0 1.36 7 2.66 13
sw 3 0.049 19.0 1.36 4 2.66 8
w 10 0.049 19.0 1.36 13 2.66 25
nw 3 0.049 19.0 1.36 4 2.66 8
all 41 0.049 19.0 1.36 56 2.66 109
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 15 0,350 0 9.69 145 10.5 157
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; e 30 0.350 0 9.69 291 39.0 1169
foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 1.33 ft s 30 0.350 0 9.69 291 20.7 622
sep.); 6.67 ft head ht all 75 0.350 0 9.69 727 26.0 1948
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 12 0.350 0 9.69 116 39.0 468
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium;
foreground = new concrete (0.32); 1 ft overhang (4 ft window ht, 1.33 ft
sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, W 10 0.350 0 9.69 95 39.0 380
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium;
foreground = new concrete (0.32); 1 ft overhang (3.17 ft window ht,
1.33 ft sep.); 6.67 ft head ht
wrights2018-
Jul-13 14:01:16 7"
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 5 Bay
ZRW\Lot43KensingtonRes erveEsteroBay MGRW.rup Calc = MJ8 Front Door faces: W
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, w 30 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium;
foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 3.92 ft
sep.); 6.67 ft head ht
2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 45 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground= new
concrete (0.32); 1 ft overhang (5 ft window ht, 1.33 ft sep.); 6.67 ft head
ht
Doors
none)
Ceilings
16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1781 0.026
gypsum board intfnsh
Floors
20P-13t: Flr floor, frm flr, 6" thkns, r-13 cav ins, amb ovr 100 0.068
20P-13t: Flr floor, frm flr, 6" thkns, r-13 cav ins, gar ovr 530 0.068
0 9.69 291 39.0 1169
0 9.69 436 44.0 1979
38.0 0.72 1283 1.41 2517
13.0 1.88 188 0.98 98
13.0 1.88 997 0.98 517
2018-J u I-13 14:01:16
WrlghtSOft® gRi ht-Suite® Universal 2018 18.0.13 RSU23828 Page 6
iICC*. ...BayMGRW\Lot43KensingtonReserveEsteroBayMGRW.rup Galc = MJ8 Front Door faces: W
Notes: RVSD: 4-12-13 JM
L.S. 07-13-18 SRP
D.es n Iln,MWforlmation
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 F Outside db 93 F
Inside db 70 F Inside db 75 F
Design TD 28 F Design TD 18 F
Daily range M
Relative humidity 50
Moisture difference 46 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 22983 Btuh Structure 25562 Btuh
Ducts 8873 Btuh Ducts 14174 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 31855 Btuh Use manufacturer's data y
Rate/swing multiplier
Equipment sensible load
1.00
39736 BtuhInfiltration
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 4113 Btuh
Ducts 2657 Btuh
Central vent (0 cfm) 0 Btuh
Heating Cooling
6771 BtuhArea (ft2) 2823 2823 Equipment latent load
Volume (ft3) 25000 25000
Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 46507 Btuh
Equiv. AVF (cfm) 171 87 Req. total capacity at 0.70 SHR 4.7 ton
Heating Equipment Summary Cooling Equipment Summary
Make n/a Make n/a
Trade n/a Trade n/a
Model n/a Cond n/a
AHRI ref. n/a Coil n/a
AHRI ref. n/a
Efficiency n/a Efficiency n/a
Heating input Sensible cooling 0 Btuh
Heating output 0 Btuh Latent cooling 0 Btuh
Temperature rise 0 of Total cooling 0 Btuh
Actual air flow 0 cfm Actual air flow 0 cfm
Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat n/a Load sensible heat ratio 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
r
2018-Jul-1314:01:16
m Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1
ACCP.... BayMGRW\Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
For: RYAN HOMES
3634 CRAWLEY DOWN LOOP, SANFORD, FL32773
Notes: RVSD: 4-12-13 JM
L.S. 07-13-18 SRP
Desrgln Iffforinatio.ln
Weather
Winter Design Conditions
Outside db
Inside db
Design TD
42 OF
70 OF
28 OF
Heating Summary
Structure 12641 Btuh
Ducts 3792 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 16433 Btuh
Infiltration
Method
Construction quality
Fireplaces
Area (ft2
Volume W)
Air changes/hour
Equiv. AVF (cfm)
Orlando/Jetport, FL, US
Simplified
Average
0
He tin Co oling
1097 1097
10752 10752
0.38 0.20
69 35
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI
Model GSZ140241 K
AHRI ref 8242618
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 34 OF
Backup:
8.5 HSPF
23200 Btuh Qa 470F
27 OF
780 cfm
0.047 cfm/Btuh
0.40 in H2O
Input = 5 kW, Output = 15356 Btuh, 100 AFUE
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 11095 Btuh
Ducts 6113 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier
Equipment sensible load
1.00
17208 Btuh
Latent Cooling Equipment Load Sizing
Structure 2293 Btuh
Ducts 1017 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 3310 Btuh
Equipment Total Load (Sen+Lat) 20518 Btuh
Req. total capacity at 0.75 SHR 1.9 ton
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI...
Cond GSZ140241 K
Coil ASPT29B14A
AHRI ref 8242618
Efficiency 12.5 EER, 15 SEER
Sensible cooling 17550 Btuh
Latent cooling 5850 Btuh
Total cooling 23400 Btuh
Actual air flow 780 cfm
Air flow factor 0.045 cfm/Btuh
Static pressure 0.40 in H2O
Load sensible heat ratio 0.84
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsoftm
2018-Jul-13 14:01:16
i ,,.,,. • ,,...._.,. .,.., Right -Suite® Universal 2018 18.0.13 RSU23828 Page 2
CCA ...BayMGRW\Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
Project Summary
Job: LM43KensingtonReserv...
W rightsofta Y Date: 8-30-11
Zone 2 By: EJH
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
0 0
For: RYAN HOMES
3634 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Notes:..
a, Des'i niI`Informatioln
Weather
Winter Design Conditions
Outside db 42 OF
Inside db 70 IF
Design TD 28 IF
Heating Summary
Structure 10342 Btuh
Ducts 5080 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 15422 Btuh
Infiltration
Method
Construction quality
Fireplaces
Area (ft2
Volume W)
Air changes/hour
Equiv. AVF (cfm)
Orlando/Jetport, FL, US
Simplified
Average
0
Heating Cooling
1726 1726
14248 14248
0.43 0.22
102 52
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI.
Model GSZ140301 K
AHRI ref 8242621
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 28 OF
Backup:
8.5 HSPF
28000 Btuh @ 470F
27 OF
947 cfm
0.061 cfm/Btuh
0.40 in H2O
Input = 4 kW, Output = 14357 Btuh, 100 AFUE
Summer Design Conditions
Outside db 93 OF
Inside db 75 IF
Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 14467 Btuh
Ducts 8061 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 22529 Btuh
Latent Cooling Equipment Load Sizing
Structure 1820 Btuh
Ducts 1641 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 3461 Btuh
Equipment Total Load (Sen+Lat) 25989 Btuh
Req. total capacity at 0.75 SHR 2.5 ton
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI...
Cond GSZ140301 K
Coil ASPT37C14A
A H R I ref 8242621
Efficiency 12.5 EER, 15 SEER
Sensible cooling 21300 Btuh
Latent cooling 7100 Btuh
Total cooling 28400 Btuh
Actual air flow 947 cfm
Air flow factor 0.042 cfm/Btuh
Static pressure 0.40 in H2O
Load sensible heat ratio 0.87
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsoT-
M Right -Suite® Universal 2018 18.0.13 RSU23828
2018-Jul-1314:01:16Page 3
iICCA...BayMGRW\Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
F'- wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot43Ken sin gtonReserveEs... Date:
8-30-11 By:
EJH 1
Room name Entire House Zone 1 2
Exposed wall 276.0 It 103.0 it 3
Room height 8.5 It 9.3 It 4
Room dimensions 5
Room area 2933.0 ft2 1152.0 ft2 Ty
Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number
Btuh/ft2-*F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
y/ 12C Osw 0,091 n 2.52 2.35 368 353 890 830 0 0 0 0 G
2A-2om 0.350 n 9.69 10.46 15 0 145 157 0 0 0 0 W
16B-19ad 0.049 n 1.36 2.66 5 5 7 13 0 0 0 0 1¢
1 Blk'Wall, stucco ext 0.201 n 5.57 4.37 392 360 2002 1572 392 360 2002 1572 11
2A'-2664 0.350 n 9.69 10.46 32 0 314 339 32 0 314 339 W
16B-19ad 0.049 ne 1.36 2.66 3 3 4 8 0 0 0 0 12C-
Osw 0.091 a 2.52 2.35 324 282 711 663 0 0 0 0 2A-
2om 0.350 a 9.69 38.96 12 0 116 468 0 0 0 0 2A-
2om 0.350 a 9.69 38.96 30 0 291 1169 0 0 0 0 W
1613-19ad 0.049 a 1.36 2.66 10 10 13 25 0 0 0 0 1
1 Blk wall, stucco ext 0.201 e 5.57 4.37 285 220 1224 961 285 220 1224 961 G
2A-2om 0.350 a 9.69 28.96 65 0 628 1875 65 0 628 1875 W
16B-19ad 0.049 se 1.36 2.66 3 3 4 8 0 0 0 0 V/
12C-0sw 0.091 s 2.52 2.35 368 338 852 795 0 0 0 0 2A-
2om 0.350 s 9.69 20.73 30 24 291 622 0 0 0 0 G_ W
16B-19ad 0.049 s 1.36 2.66 5 5 7 13 0 0 0 0 yI
t--
G Blk
wall, stucco ext 0.201 s 5.57 4.37 93 45 252 198 93 45 252 198 2A-
2omd 0.620 s 17.17 16.92 48 48. 824 812 48 48 824 812 W
16B-19ad 0.049 sw 1.36 2.66 3 3 4 8 0 0 0 0 Vh12C-
0sw 0.091 w 2.52 2.35 324 239 603 563 0' 0 0 0 2A-
2om 0.350 w 9.69 38.96 10 0 95 380 0 0 0 0 2A-
2om 0.350 w 9.69 38.96 30 0 291 1169 0 0 0 0 2B-
2fm 0.350 w 9.69 43.98 45 0 436 1979 0 0 0 0 W
16B-19ad 0.049 w 1.36 2.66 10 10 13 25 0 0 0 0 Blk.
wall, stucco exit 0.201 w 5.57 4.37 191 129 717 563 191 129 717 563 2A=
2om 0.350 w 9.69 12.25 39 35 374 472 39 35 374 472 11DO
0.390 w 10.80 12.03 24 24 259 289 24 24 259 289 W
16B-19ad 0.049 nw 1.36 2.66 3 3 4 8 0 0 0 0 R
L-
D i2C-
0Sw 0.091 2.52 1.45 392 374 943 543 392 374 943 543 11D0
0.390 n 10.80 12.03 18 18 192 214 18 18 192 214 C
161J-38ad 0.026 0.72 1.41 1781 1781 1283 2517 0 0 0 0 F
ZOP-13f 0.068 1.88 0.98 100 100 188 98 0 0 0 0 F
20P-13t 0.068 1.88 0.98 530 530 997 517 0 0 0 0 F
22A-tp( 0.989 27.46 0.00 1152 103. 2822 0 1152 103 2822 0 6
c) AED excursion 0 0 Envelope
loss/gain 17797 19874 10552 7839 12
a) Infiltration 5185 1678 2089 676 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants Qa 230 7 1610 6 1380 Appliances/
other 2400 1200 Subtotal (
lines 6 to 13) 22983 25562 12641 11095 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 22983 25562 12641 11095 15
Duct loads 139 55% 8873 14174 30% 55 % 3792 6113 Total
room load 31855 39736 16433 17208 Air
required (cfm) 1727 1727 780 780 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt'•
2018-Jul-1314:01:16 Right-
Suite(E) Universal 2018 18.0.13 RSU23828 Page 1 BayMGRW\
Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
F wrightsoft, Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot43Ken sin gtonReserveEs... Date:
8-30-11 By:
EJH 1
Room name Zone 2 2
Exposed wall 173.0 ft 3
Room height 8.0 ft 4
Room dimensions 5
Room area 1781.0 ftz Ty
Construction number
U-
value Btuh/
ft2°F) Or
HTM Btuh/
ftz) Area (
ft2) or
perimeter (ft) Load
Btuh)
Area
or
perimeter Load
Heat
cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
Vt__G 12C-
0sw 0.091 n 2.52 2.35 368 353 890 830 2A-
20m 0.350 n 9.69 10.46 15 0 145 157 W
16B-19ad 0.049 n 1.36 2.66 5 5 7 13 yJ
Bilk wall; stucco ext 0.201 n 5.57 4.37 0 0 0 0 11
2A-2om 0.350 n 9.69 10.46 0 0 0 0 W
168-19ad 0.049 ne 1.36 2.66 3 3 4 8 12c-
0sw 2A-
2om 0.
091 0.
350 a
a
2.
52 9.
69 2.
35 38.
96 324
12
282
0
711
116
663
468
2A
20m 0.350 a 9.69 38.96 30 0 291 1169 W
168-19ad 0.049 e 1.36 2.66 10 10 13 25 BIk
wall, stucco ext 0.201 a 5.57 4.37 0 0 0 0 G
2A-2om 0.350 a 9.69 28.96 0 0 0 0 W
16B-19ad 0.049 se 1.36 2.66 3 3 4 8 V!
12C-Osw 0.091 s 2.52 2.35 368 338 852 795 2A-
2om 0.350 s 9.69 20.73 30 24 291 622 W
1613-19ad 0.049 s 1.36 2.66 5 5 7 13 y/
Blkwall,, stucco ext 0.201 s 5.57 4.37 0 0 0 0 L--
G 2A-2omd 0.620 s 17.17 16.92 0 0 0 0 W
1613-19ad 0.049 sw 1.36 2.66 3 3 4 8 0.
091 w 2.52 2.35 324 239 603 563 2A-
2om 0.350 w 9.69 38.96 10 0 95 380 V12C-0sw
2A-
2om 0.350 w 9.69 38.96 30 0 291 1169 2B-
2fm 0.350 w 9.69 43.98 45 0 436 1979 W
1613-19ad 0.049 w 1.36 2.66 10 10 13 25 1
Bilk wall, stucco ext 0.201 w 5.57 4.37 0 0 0 0 G
2A-2om 0.350 w 9.69 12.25 0 0 0 0 p
11 DO 0.390 w 10.80 12.03 0 0 0 0 W
1613-19ad 0.049 nw 1.36 2.66 3 3 4 8 f
tD
0.
091 2.52 1.45 0 0 0 0 11D0
0.390 n 10.80 12.03 0 0 0 0 12C-
Osw C
1613-Mad 0.026 0.72 1.41 1781 1781 1283 2517 F
20P-13t 0.068 1.88 0.98 100 100 188 98 F
2OP-13t 0.068 1.88 0.98 530 530 997 517 F
22A-tpl`. 0.989 27.40 0.00 0 0 0 0 6
c) AED excursion O Envelope
loss/gain 7245 12035 12
a) Infiltration 3097 1002 b)
Room ventilation 0 0 13
Internal gains: Occupants @ 230 1 230 Appliances/
other 1200 Subtotal (
lines 6 to 13) 10342 14467 Less
external load 0 0 Less
transfer 0 0 Redistribution
0 0 14
Subtotal 10342 14467 15
Duct loads 49% 56% 5080 8061 Total
room load 15422 22529 Air
required (cfm) 947. 947 Calculations
aDDroved by ACCA to meet all requirements of Manual J 8th Ed. FW
wr7ghtsoft- 2018-Jul-13 14:01:16 AC
GARight -
Suite® Universal 2018 18.0.13 RSU23828 Page 2 BayMGRW\
Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
AL
F wrightsoft, Right-JO Worksheet
Zone 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot43Kensin gtonReserveEs... Date:
8-30-11 By:
EJH 1
Room name Zone 1 Din/Foyer/Liv 2
Exposed wall 103.0 ft 19.0 ft 3
Room height 9.3 ft 9.3 ft heat/cool 4
Room dimensions 1.0 x 306.5 ft 5
Room area 1152.0 ft2 306.5 ft2 Ty
Construction number
U-
value Btuh/
ftz°F) Or
HTM Btuh/
ft2) Area (
ft2) or
perimeter (ft) Load
Btuh)
Area (
ft2) or
perimeter (ft) Load
Btuh)
Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
VjJL- 0.091 n 0.00 0:00 0 0 0 0 0 0 0 0 12C-Osw 2A-
2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W
168-19ad 0.049 n 0.00 0.00 0 0 0 0 0 0 0 0 V/
Blk wall, stucco ext 0.201 n 5.57 4.37 392 360 2002 1572 112 80 443 348 11
2A-2om 0.350 n 9.69 10.46 32 0 314 339 32 0 314 339 GW
1613-19ad 0.049 ne 0.00 0.00 0 0 0 0 0 0 0 0 12C-
0sw 2A-
2om 0.
091 0.
350 a
e
0.
00 0.
00 0.
00 0.
00 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-
2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 W
168-19ad 0.049 a 0.00 0.00 0 0 0 0 0 0 0 0 Vi/
Blk wall; -'stucco ext 0.201 e 5.57 4.37 285 220 1224 961 0 0 0 0 G
W
2A-
2om 1613-
19ad 0.
350 0.
049 a
se
9.
69 0.
00 28.
96 0.
00 65
0
0
0
628
0
1875
0
0
0
0
0
0
0
0
0
Vjl
12C-osw 0.091 s 0:00 0.00 0 0 0 0 0 0 0 0 L-
C 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 W
168-19ad 0.049 s 0.00 0.00 0 0 0 0 0 0 0 0 yJ
Blk wall, stucco ext 0.201 s 5.57 4.37 93 45 252 198 0 0 0 0 1--
G 2A-2omd 0.620 s 17.17 16.92 48 48 824 812 0 0 0 0 W
168-19ad 0.049 sw 0.00 0.00 0 0 0 0 0 0 0 0 0.
091 w 0.00 0.00 0 0 0 0 0. 0 0 0 M-2ow 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 28-
2fm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W
1613-19ad 0.049 w 0.00 0.00 0 0 0 0 0 0 0 0 Blk
wall, stucco ext 0.201 w 8.51 4.37 191 i29 717 563 65 41 230 181 2A-
2om 0.350 w 9.69 12.25 39 35 374 472 0 0 0 0 LL
ppp11DO 0.390 w 10.80 12.03 24 24 259 289 24 24 259 289 W
1613-19ad 0.049 nw 0.00 0.00 0 0 0 0 0 0 0 0 12C-
osw 0.091 2.52 1.45 392 374. 943 543 149 132 332 191 11D0
16B-
38ad 0.
390 0.
026 n
10.80 0.
00 12.
03 0.
00 18
0
18
0
192
0
214
0
18
0
18
0
192
0
214
0
CF
20P-13t 0.068 0.00 0.00 0 0 0 0 0 0.' 0 0 F
20P-13t 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F
22A-tpl 0.989 27.40 0.00 1152 103 2822 0 307 19 521. 0 6
c) AED excursion 0 193 Envelope
loss/gain 10552 7839 2291 1368 12
a) Infiltration 2089 676 385 125 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 6 1380 1 230 Appliances/
other 1200 0 Subtotal (
lines 6 to 13) 12641 11095 1 2676 1723 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 12641 11095 2676 1723 15
Duct loads 30 % 55 % 3792 6113 30 % 55 % 803 949 Total
room load 16433 17208 3479 2672 Air
required (cfm) 780 780 165 121 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft
2018-Jul-1314:01:16 A --
Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 3 BayMGRW\
Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
wrightsoft, Right-M Worksheet
Zone 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot43Kensin gtonReserveEs... Date:
8-30-11 By:
EJH 1
Room name Dinette/Kitchen Family 2
Exposed wall 33.5 ft 27.0 ft 3
Room height 9.3 ft heat/cool 9.3 ft heat/cool 4
Room dimensions 13.5 x 20.0 ft 1.0 x 409.8 ft 5
Room area 270.0 ft2 409.8 ft2 Ty
Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number
Btuh/ft2°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
l?/ 12C-0sw 0.091 n 0.00 000 0 0 0 0 0' 0 0 0 G
2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W
1613-19ad 0.049 n 0.00 0.00 0 0 0 0 0 0 0 0 ViJ
Blk wall, stucco ext 0.201 n 5.57 4.37 187 187 1039 816 0 0 0 0 11
I--G 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0' 0 0 0 W
1613-19ad 0.049 ne 0.00 0.00 0 0 0 0 0 0 0 0 12C
Osw` 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A
2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 IIIL 2A-2om 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 W
1613-19ad 0.049 e 0.00 0.00 0 0 0 0 0 0 0 0 Blk
wall, stucco ext 0:201 e 5.57 4.37 126 94 521 409 159 126 703 552 2A'
20m 0.350 a 9.69 28.96 32 0 314 938 32 0 314 938 W
168-19ad 0.049 se 0.00 0.00 0 0 0 0 0 0 0 0 Vtl
12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 W
168-19ad 0.649 s 0.00 0.00 0 0 0 0 0 0 0 0 y1
Blk'walf stucco ext 0.201 s 5.57 4.37 0 0 0 0 93 45 252 198 G
2A 2omd 0.620 s 17.17 16.92. 0 0 0 0 48 48 824 812 W
1613-19ad 0.049 sw 0. GO 0.00 0 0 0 0 0 0 0 0 0.
091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 TE12C-
Osw 2A-
2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2B-
2fm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W
1613-19ad 0.049 w 0.00 0.00 0 0 0 0 0 0 0 0 Elk
wall, stucco ext 0.201 w` 5.57 4.37 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 9.69 12.25 0 0 0 0 0 0 0 0 11
DO 0.390 w 10.80 12.03 0 0 0 0 0 0. 0 0 W
166-19ad 0.049 rtw 0.00 0.00 0 0 0 0 0 0 0 0 fi
i2C-Osw 0.091 2.52 1.45 0 0 0 0 140 140 353 203 q-
D 11 DO 0.390 n 10.80 12.03 0 0. 0 0 0 0 0. 0 C
1613-38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F
20P-13t 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F
20P-13t 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F
22A-tpl 0.989 27.40 0.00 270 34 918 0 410 27 740 0 6
c) AED excursion 48 383 Envelope
loss/gain 2792 2115 3186 2321 12
a) Infiltration 679 220 548 177 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 4 920 Appliances/
other 1200 10 Subtotal (
lines 6 to 13) 3472 3535 3734 3418 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 3472 3535 3734 3418 15
Duct loads 30 % 55 % 1041 1948 30 % 55 % 1120 1 1883 Total
room load 4513 5483 4854 5301 Air
required (cfm) 214 249 230 240 Calculations
approved bV ACCA to meet all requirements of Manual J 8th Ed. wrigF
tsofit" . A
Right -
Suite® Universal 2018 18.0.13 RSU23828 2018-
Jul-13 14:01:16 Page
4 BayMGRW\
Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
wrightsoft' Right-J® Worksheet
Zone 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot43Ken sin gtonReserveEs... Date:
8-30-11 By:
EJH 1
Room name Powder STUDY 2
Exposed wall 0 ft 23.5 it 3
Room height 9.3 It heat/cool 9.3 It heat/cool 4
Room dimensions 5.5 x 5.6 It 13.5 x 10.0 ft 5
Room area 30.7 ft2 135.0 ft2 Ty
Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number
Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
12C-0sw 0.091 n 0.00 0.00 0 0 0 0 0"• 0 0 0 2A-
2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 n 0.00 0.00 0 0 0 0 0 0 0 0 v
Blkwallstucco ext 0.201 n 5.57 4.37 0 0 0 0 93 93 520 408 11
G 2A=2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 ne 0.00 0.00 0 0 0,. 0_ 0 0 0 0 12C-
0sw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 W
168-19ad 0.049 a 0.00 0.00 0 0 0 0 0 0 0 0 Vi/
Blk wall; stucco ext 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 G
2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 W
168-19ad 0.049 se 0.00 0.00 0 0 0 0 0 0 0 0 12C-
0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 T--G 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 s 0.00 0.00 0 0 0 0 0 0 0. 0 yJ
Blk wall, stucco ext 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 L--
G 2A-2omd 0.620 s 17.17 16.92 0 0 0 0 0 0 0 0 W
168-19ad 0.049 sw 0.00 0.00 0 0 0 0 0 0 0 0 12C-
0sw` 0.091 w 0.00 0.00 0: 0 0 0 0 0 0 0 2A-
2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2B-
2fm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W
1613-19ad 0.049 w 0.00 0.00 0 0 0 0 0 0 0 0 Blkwall,
stucco ext 0.201 w 5.57 4.37 0 0 0 0 126 87 487 382 2A-
2om 0.350 w 9.69 12.25 0 0 0 0 39 35 374 472 11
D0 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 nw 0.00 0.00 0 0 0 0 0 0 0 0 fl
12G=0sw 0.091 2.52 1.45 103 103 259 149 0 0 0 0 D
i1170 0.390 n 10.80 12.03 0 0 0. 0 0' 0 0 0 C
1613-38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F
200-13t 0.068 0.00 0:00 0 0 0} 0 0 0 0 0 F
20P-13t 0.068 0.00 0.00 0 0 0 0 0 0 0 0 F
22A'tpl- 0.989 27.40 0.00 30 0 0 0 135 24 644 0 6
c) AED excursion 15 638 Envelope
loss/gain 259 134 2024 1901 12
a) Infiltration 0 0 477 154 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants Qa 230 0 0 1 230 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 259 134 2501 2285 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 259 134 2501 2285 15
Duct loads 30 % 55 % 78 74 30 % 551. 750 1259 Total
room load 336 2G81 3251 3544 Air
required (cfm) 16 91 154 161 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. F
i- wrigt-tsoft AC
P - W
Right -Suite® Universal 2018 18.0.13 RSU23828 2018-
Jul-13 14:01:16 Page
5 BayMGRW\
Lot43KensingtonRes erveEsteroBay MGRW.rup Cale = MJ8 Front Door faces: W
I + wrightsoftn Right-M Worksheet
Zone 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot43Ken sin gtonReserveEs... Date:
8-30-11 By:
EJH 1
Room name Zone 2 Bdrm 2 2
Exposed wall 173.0 It 15.5 It 3
Room height 8.0 ft 8.0 ft heat/cool 4
Room dimensions 1.0 x 191.5 It 5
Room area 1781.0 ft2 191.5 ft2 Ty
Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number
Btuh/ft2°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
Vt/' 12C-0sw 0.091 n 2.52 2.38 368 353 890 830 124 109 275 256 t--
G 2A-2om 0.350 n 9.69 10.46 15 0 145 157 15 0 145 157 W
16B-19ad 0.049 n 1.36 2.66 5 5 7 13 0 0 0 0 Vf
Pik wall, stucco ext 0.261 n 0.00 0.00 0 0 0 0 0 0 0 0 11
2A-2om 0.350 n 0.00 0.00 0 0: 0 O.l, o 0 0 0 W
1613-19ad 0.049 ne 1.36 2.66 3_ 3 4 8. 0 0 0 0 12C-
Osw 0.091 a 2.52 2.35 324 282 711 663 0 0 0 0 2A-
2om 0.350 a 9.69 38.96 12 0 116 468 0 0 0 0 2A-
2om 0.350 a 9.69 38.96 30 0 291 1169 0 0 0 0 W
16B-19ad 0.049 a 1.36 2.66 10 10 13 25 0 0 0 0 Elk
wall, stucco ext 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-
20m 0.350 a 0.00 0.00 0 0 0 0' 0 0 0 0 W
i6B-19ad 0.049 se 1.36 2.66 3 3 4 8 0 0 0 0 V
J 12C-0sw 0.091 s 2.52 2.35 368 338 852 795 0 0 01 0 G
2A-2om 0.350 s 9.69 20.73 30 24 291 622 0 0 0 0 W
168-19ad, 0.049 s 1.36 2.66 5 5 1 13 0 0 0 0 y/
Blk wall; stucco ext 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 t -
G 2A-2omd 0.620 s 0.00 0.00 0 0 0 0 0 0 0 0 W
1613-19ad 0.049 sw 1.36 2.66 3 3 4 8 0 0 0 0 12C-
0sw 0.091 w 2.52 2.35 324 239 603 563 0 0 0 0 2A
2om 0.350 w 9.69 38.96 10 0 95 380 0 0 0 0 2A
2om 0.350 w 9.69 38.96 30 0 291 1169 0 0 0 0 28
2fm 0.350 w 9.69 43.98 45 0 436 1979 0 0 0 0 W
1613-19ad 0.049 w 1.36 2.66 10 10 13 25 0 0 0 0 blk
wall, stucco ext 0.201 w 0.00 0.00 0 0: 0 0:-' 0 0 0 0 2A-
2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0` 0 11
DO 0.390 w 0.00 0.00 0 0 0 0 0' 0 0. 0 W
16B-19ad 0.049 nw 1.36 2.66 3 3 4 8 0 0 0 0 12C-
0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 tFjD11DO0.390 n 0.00 0.00 0 0. 0 0 0 0 0 0 C
1613-38ad 0.026 0.72 1.41 1781 1781 1283 2517 192 192 138 271 F.,
20P-13t add b 1.88 0.98 100 100. 188 98 0 0 0 0 F
2OP-13t 0.068 1.88 0.98 530 530 997 517 0 0 0 0 F.
22A=tpl 0.989 0.00 0.00 0 0 0. 0" 0 0 0 0 6
c) AED excursion 0 60 Envelope
loss/gain 7245 12035 558 624 12
a) Infiltration 3097 1002 269 87 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 1 230 0 0 Appliances/
other 1200 0 Subtotal (
lines 6 to 13) 10342 14467 828 711 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 10342 14467 828 711 15
Duct loads 49% 56% 5080 8061 49% 56% 407 396 Total
room load 15422 22529 1234 1107 Air
required (cfm) 947 947 76 47 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. F°
li- wrigF tsoTt 2018-Jul-13 14:01:16 4CA
Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 6 BayMGRW\
Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
wrightsoft, Right-M Worksheet
Zone 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot43KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name Bdrm 3 Bdrm 4
2 Exposed wall 29.5 ft 16.5 ft
3 Room height 8.0 ft heat/cool 0 ft heat/cool
4 Room dimensions 1.0 x 191.5 ft 1.0 x 199.0 ft
5 Room area 191.5 ft2 199.0 ft2
Ty Construction
number
U-value
Btuh/ft2°F)
Or HTM
Btuh/ft2)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 V J
G
W
12C-Osw
2A-2om
1613-19ad
0.091
0.350
0.049
n
n
n
2.52
9.69
1.36
2.35
10.46
2.66
124
0
0
124
0
0
313
0
0
292
0
0
32
0-
0
32
0
0
81
0
0
75
0
0
yJ Blk wall; stucco ext 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0
11 L-G 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0.:: 0 0
W
V..
E- G
16B-19ad
12C-0sw
2A-2om
0.049
0.091
0.350
ne
a
a
1.36
2.52
9.69
2.66
2.35
38.96
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I- G
W
2A-2om
168-19ad
0.350
0.049
a
e
9.69
1.36
38.96
2.66
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V Bik wall, stucco ext 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0
W
2A-2om
1613-19ad
0.350
0.049
a
se
0.00
1.36
0.00
2.66
0
0
0
0
0
0
0
0
0
0
0•
0
0
0
0
0
VlJ
L-G
12C-0sw
2A 2om
0.091
0.350
s
s
2.52
9.69
2.35
20.73
0
0
0
0
0
0.:.
0
0
0
0
0
0.
0
0
0
0
W
VL_.GBlk
1613-19ad
wall, stucco ext
0.049
0.201
s
s
1.36
0.00
2.66
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2omd 0.620 s 0.00 0.00 0 0 0 0 0 0 0 0
W
Vh72C
1613-19ad
0sw :
2A 2om
0.049
0.091
0.350
sw
w
w
1.36
2.52
9.69
2.66
2.35
38.96
0
112
0
0
82
0
0
207
0
0
193
0
0
100
10,
0
75
0
0
190
95
0
177
380
2A 2om
2B 2fm
0.350
0.350
w
w
9.69
9.69
38.96
43.98
30
0
0
0
291
0
1169
0
0
15
0
0
0
145
0
660
W
t2Blk
168-19ad
wall, stucco ext
2A-2om
0.049
0.201
0.350
w
w
w
1.36
6.00
0.00
2.66
0.00
0.00
0
0
0
0
0
0
0
0
0;
0
0.
0
0
0
0
0
0
0:
0.
0
0
0
0
0
W
11 DO
168-19ad
0.390
0.049
w
nw
0.00
1.36
0.00
2.66
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
R
D
126-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0
11 DO
168-Mad
0.390
0.026
n 0.00
0.72
0.00
1:41
0
192
0
192
0
138
0
271
0
199
0
199
0
143
0
281C
F 20P=13t:. 0.068 1.88 0.98 0 0 0 0 0. 0 0 0
F 200-13t 0.068 1.88 0.98 0 0 0 0 96 96 181 94
F 22A-tpl 0.989 0.00 0.00 0 0. 0 0 0 0 0 0
6 c) AED excursion 215 168
Envelope loss/gain 948 2139 835 1835
12 a) Infiltration 513 166 287 93
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants t7a 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 1461 2305 1121 1928
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1461 2305 1121 1928
15 Duct loads 499% 56% 718 1284 49% 561% 551 1074
Total room load 2179 3589 1672 3002
Air required (cfm) 134 151 103 126
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrigF tsoTt 2018-Jul-13 14:01:16
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 7
AC ..BayMGRW\Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
FF wrightsoft^ Right-JO Worksheet
Zone 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot43Ken sin gtonReserveEs... Date:
8-30-11 By:
EJH 1
Room name Bthrm 1 Hall/Stairs 2
Exposed wall 0 ft 0 It 3
Room height 8.0 ft heat/cool 8.0 It heat/cool 4
Room dimensions 11.0 x 5.5 It 1.0 x 134.8 It 5
Room area 60.5 ft2 134.8 ft2 Ty
Construction number
U-
value BtuWftz°
F) Or
HTM Btuh/
ft2) Area (
ft2) or
perimeter (ft) Load
Btuh)
Area (
ft2) or
perimeter (ft) Load
Btuh)
Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
y! 12C-0sw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 1--
G 2A-26m1 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 n 1.36 2.66 0 0 0 0 0 0 0 0 Blk
wall, stucco ext 0:201 n 0.00 0.00 0 0 0 0 0 0 0 0 11
2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 ne 1.36 2.66 0 0 0 0 0 0 0 0 12C
Osw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0 2A
2om 0.350 a 9.69 38.96 0 0` 0 0 0 0 0 0 2A
2om 0.350 a 9.69 38.96 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 e 1.36 2.66 0 0 0 0 0 0 0 0 Vr/
Bik wall, stucco ext 6.201 a 0.00 0.00 0 0 0 0 0 0 0 0 G
W.20m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 se 1.36 2.66 0 0 0 0 0 0 0 0 i
12C Osw 0.091 s 2.52 2.35 0 0 0 0 0 0' 0 0 I
2A 2om' 0.350 s 9.69 20.73 0 0 0. 0 0 0 0 0 W
166-19ad 0.049 s 1.36 2.66 0 0 0 0 0 0 0 0 yJ
131k wall, Stucco ext,0.201 s 0.00 0.00 0 0 0 0 0 0 0; 0 t--
G 2A 2omd: 0.620 s 0.00 0.00 0 0 0 0 0 0 0 0 W
168-19ad 0.049 sw 1.36 2.66 0 0 0 0 0 0 0 0 0.
091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 9.69 38.96 0 0 0 0 0 0 0 0 N1:20-
0sw 2A-
2om 0.350 w 9.69 38.96 0 0 0 0 0 0 0 0 2B-
2fm 0.350 w 9.69 43.98 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 w 1.36 2.66 0 0 0 0 0 0 0 0 1lk`
walI stucco ext 0.201 w 0.00 0.00 0 0 0 0 0: 0 0 0 2A-
26m' 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11
DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 nw 1.36 2.66 0 0 0 0 0 0 0 0 12C=
0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 11
DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C
168-38ad 0.026 0.72 1.41 61 61 44 85 135 135 97 190 F
2dp=Iia 0.068 1.88 0.98 0 0 0 0 0 0' 0 0 F
20P-13t 0.068 1.88 0.98 3 3 5 3 4 4 7 3 F
22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 7 15 Envelope
loss/gain 49 81 104 179 12
a) Infiltration 0 0 0 0 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 49 81 104 179 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 49 81 104 179 15
Duct loads 1 49% 56% 24 45 49% 56%1 51 100 Total
roam load 1 73 127 155 278 Air
required (cfm) 41 5 91 12 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF
tsoTt- 2018-Jul-13 14:age 8 4CZ`la Right -
Suite® Universal 2018 18.0.13 RSU23828 Page 6
BayMGRW\
Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
wrightsoft° Right-J® Worksheet
Zone 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot43Ken sing ton ReserveEs... Date:
8-30-11 By:
EJH 1
Room name Laundry Loft 2
Exposed wall 0 ft 42.5 ft 3
Room height 8.0 ft heat/cool 8.0 ft heat/cool 4
Room dimensions 8.5 x 6.0 ft 1.0 x 357.0 It 5
Room area 51.0 ft2 357.0 ft2 Ty
Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number
Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
y/ 12C-Os'w 0.091 n 2.52 2.35 0.' 0 0 0 0 0 0 0 G
2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W
168-19ad 0.049 n 1.36 2.66 0 0 0 0 0 0 0 0 1
Blk wall, stucco ext 0.201 n 0.00 0.00 0; 0 0 0 0 0 0 0 11
G 2A-2om 0.350. n 0.00 0.00 0. 0 0 0 0 0 0 0 W
1613-19ad 0.049 ne 1.36 2.66 0 0 0 0 0 0 0 0 12C-
0sw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0 2A-
2om 0.350 a 9.69 38.96 0 0 0 0 0 0 0 0 2A-
2om 0.350 a 9.69 38.96 0 0 0 0 0 0 0 0 W
160-19ad 0.049 e 1.36 2.66 0 0 0 0 0 0 0 0 Blk
wall; stucco ext 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 a 0.00 0.00 0 0 0 0 0. 0 0 0 W
1613-19ad 0.049 se 1.36 2.66 0 0 0 0 0 0 0 0 Vjl
12C-Osw 0.091 s 2.52 2.35 0 0 0 0 228 198 499 466 L-
G 2A 2dm. 0.350 s 9.69 20.73 0 0 0 0 30 24 291 622 W
168-19ad 0.049 s 1.36 2.66 0 0 0 0 0 0 0 0 y/
blk'wall, stucco ext 0.201 s 0.00 0.00 0 0 0 0 0 0` 0 0 G
2A-2omd 0.620 s 0.00 0.00 0 0 0 0 0 0, 0 0 W
16B-19ad 0.049 sw 1.36 2.66 0 0 0 0 0 0 0 0 126-
0sw 0.091 w 2.52 2.35 0 0 0 0 112 82 207. 193 2A-
2om 0.350 w 9.69 38.96 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 9.69 38.96 0 0 0 0 0 0 0 0 213-
2lm 0.350 w 9.69 43.98 0 0 0 0 30 0 291 1319 W
1613-19ad 0.049 w 1.36 2.66 0 0 0 0 0 0 0 0 Blk
wall, stucco ext 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11
DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 W
1613-19ad 0.049 nw 1.36 2.66 0 0 0 0 0 0 0 0 Fj
i. d-osw 0.091 0.00 0.00 0 0 0. 0 0 0 0 0 D
11 DO 0.390 n 0.00 0.00 0 0 0. 0 0: 0 0 0 C
168-38ad 0.026 0.72 1.41 51 51 37 72 357 357 257 504 F'<
20P-13t 0.068 1,88.: 0.98 0 0 0 0 0 0 0 0 F
20P-13t 0.068 1.86 0.98 0 0 0 0 350 350 659 342 F
22A-tpl 0.989 0.o0 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 52 144 Envelope
loss/gain 37 20 2204 3302 12
a) Infiltration 0 0 739 239 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants r7a 230 0 0 0 0 Appliances/
other 600 O Subtotal (
lines 6 to 13) 37 620 29431 3541 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 37 620 2943 3541 15
Duct loads 49 % 56 % 18 345 49 % 56 % 1446 1973 Total
room load 55 965 4388 5514 Air
required (cfm) 3 41 269 232 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. P
wrGghtsolFt 2018-
Jul-1314:01:16 t - --
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 9 p`...
BayMGRW\Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
wrightsoft' Right-JO Worksheet
Zone 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LotMensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name Mstr Bdrm Mstr Bthrm
2
3
Exposed wall
Room height
19.5 ft
8.0 ft heat/cool
19.0 ft
8.0 ft heat/cool
4 Room dimensions 1.0 x 319.3 ft 1.0 x 130.0 ft
5 Room area 319.3 ft2 130.0 ft2
Ty Construction
number
U-value
Btuh/ft2°F)
Or HTM
Btuh/ftz)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 y1
l--G
W
12C=osw
2A-2om
1613-19ad
0.091
0.350
0.049
n
n
n
2.52
9.69
1.36
2.35
10.46
2.66
s 0
0
5
0
0
5
0
0
7
0
0
13
88
0
0
88
0
0
222
0
0
207
0
0
11
y/
I- G
Bik wall, stucco ext
2A=2om
0.201
0.350
n
n
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W 168 19ad
12C Osw'
2A-2om
0.049
0.091
0.350
ne
a
a
1.36
2.52
9.69
2.66
2.35
38.96
3
156
0
3
126
0
4
318
0
8
296
0
0
64
12
0
52
0
0
131
116
0
122
468
W
2A-2om
168-19ad
0.350
0.049
a
e
9.69
1.36
38.96
2.66
30
10
0
10
291
13
1169
25
0
0
0
0
0
0
0
0
w
G
Blk wall ; -stucco ext
2A-2om
0.201
0.350
a
a
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0.
0
0
0
W 168-19ad 0.049 se 1.36 2.66 3 3 4 8 0 0 0 0
Vjl
t--G
12C-osw
2A=2om
0.091
0.350
s
s
2.52
9.69.
2.35
20.73
0
0
0
0
0
0
0
0
0;
0=
0
0
0
0
0
0
W
Vf/
G
1613-19ad
Blk wall, stucco ext
2A-2omd
0.049
0.201
0.620
s
s
s
1.36
0.00
0.00
2.66
0.00
0.00
5
0
0
5
0
0
7
0
0
13
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
Vh12C-osw
16B-19ad
2A-2om
0.049
0.091
0.350
sw
w
w
1.36
2.52
9.69
2.66
2.35
38.96
3
0
0.
3
0
0
4
0
0
8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2B-2fm
0.350
0.350
w
w
9.69
9.69
38.96
43.98
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W 1613-19ad
B lk wall, stucco ext
2A-2om
0.049
0.201
0.350
w
w
w
1.36
0.00
0.00
2.66
0.00
0.00
10
0
0
10
6
0
13
0
0
25
0
0
0
0
0
0
0
0
0
0.
0
0
0
0
W
11 DO
11613-19ad
0.390
0.049
w
nw
0.00
1.36
0.00
2.66
0
3
0
3
0
4
0
8
0
0
0
0
0
0
0
0
R 12C=osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0
LD 11DO
16B-38ad
0.390
0.026
n 0.00
0.72
0.00
1.41
0
319
0.
319
0
230
0
451
0
130
0
130
0
94
0
184C
F 20P-13t. 0.068 1.88 0.9.8 i 30 30 57 29 0 0 0 0
F 20P-13t 0.068 1.88 0.98 25 25 47 24 0 0 0 0
F 22A'tpl 0:9.89 0.00 0.00 0 0 0 0 0:' b 0 0
6 c) AED excursion 23 1
Envelope loss/gain 997 2056 563 982
12 a) Infiltration 428 139 330 107
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 1 230 0 0
Appliances/other 600 0
Subtotal (lines 6 to 13) 1425 3025 893 1089
Less external load 0 0 0 0
14
Less transfer
Redistribution
Subtotal
0
0
1425
0
0
3025
0
0
893
0
0
1089
15 Duct loads 49 % 56 % 7001 1685 49 % 56 % 439 607
Total room load
Air required (cfm)
2125
131
4710
198
1332
82
1695
71
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsoTt
2018-Jul-1314:01:16
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 10
BayMGRW\Lot43Kensington Res erveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
Fi- wrightsoftg Right-J® Worksheet
Zone 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot43KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name Mstr WC Mstr WIC 1
2 Exposed wall 6.0 ft 16.0 ft
3 Room height 8.0 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 6.0 x 4.0 ft 7.0 x 9.0 ft
5 Room area 24.0 ft2 63.0 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number Btuh/ft2-1F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 12G-0sw 0.091 n 2.52 2.35 0 0 0 0 0' 0 0 0V?/
G 2A72om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 n 1.36 2.66 0 0 0 0 0 0 0 0
Blk wall; stucco ext 0.201 n' D.00 0.00 0 0 0 0 0 0 0 0
11 2A 2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0T--G
W 1613-19ad 0.049 ne 1.36 2.66 0 0 0 0 0 0 0 0
12C-Osw 0.091 a 2.52 2.35 48 48 121 113 56 56 141 132
2A-2om 0.350 a 9.69 38.96 0 0 0 0 0 0 0 0
2A-2om 0.350 a 9.69 38.96 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 e 1.36 2.66 0 0 0 0 0 0 0 0
Blk•wall stucco ext 0.201 a 0.00 0.00 0 0 0 0': 0 0 0- 0
G 2A'2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 se 1.36 2.66 0 0 0 0 0 0 0 0
12C-Osw 0.091 s 2.52 2.35 0 0 0 0 72 72 181 169
Lam; 2A-2om 0.350 s 9.69 20.73 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 s 1.36 2.66 0 0 0 0 0 0 0 0
Vfl Blk wall, stucco ext 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0
t---G 2A-2omd 0.620 s 0.00 0.00 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 sw 1.36 2.66 0 0 0 0 0 0 0 0
12C-Osm ` 0.091 w 2.
69
2. 0 0 0 0 0: 0 0" 0
2A 2om 0.3535 0 w 9.69 38.9696 0 0 0 0 0 0 0 0
2A 2om 0.350 w 9.69 38.96 0 0 0 0 0 0 0 0
2132fm 0.350 w 9.69 43.98 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 w 1.36 2.66 0 0 0 0 0 0 0 0 Blk'
wall, stucco ext 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-
2om 0.350 w 0.00 0.00 0 0:-'. 0. 0 0 0 0 0 11
DO 0.390 w 0.00 0.00 0 0 0 0. 0 0 0 0 W
16B-19ad 0.049 nw 1.36 2.66 0 0 0 0 0 0 0 0 R
12C-Osw ' 0.091 0.00 0.00 0 0 0 0 0 0 O 0 1--
D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0: 0 0 C
16B-38ad 0.026 0.72 1.41 24 24 17 34 63 63 45 89 F
20R-13t' 0.068 1.88 0.98 0 0 0 0 63 63 119 61 F
2OP-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-tpl 0.989 0.00 0.00 0 0, 0 0 0 0 0 0 6
c) AED excursion 14 42 Envelope
loss/gain 138 133 487 410 12
a) Infiltration 104 34 278 90 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants Qa 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 243 167 765 500 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 243 167 765 500 15
Duct loads 49% 56 % 119 93 49 % 56% 376 278 Total
room load 362 259 1141 778 Air
required (cfm) 22 11 70 33 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrihtsoTt
Right-
SuitO Universal 2018 18.0.13 RSU23828 2018-
Jul-1314:01:16 Page
11 ACZ5K...
BayMGRW\Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
wrightsoft Right-J® Worksheet
Zone 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot43KensingtonReserveEs...
Date: 8-30-11
By: EJH
1 Room name Mstr WIC 2
2 Exposed wall 8.5 ft
3 Room height 8.0 ft heat/cool
4 Room dimensions 7.0 x 8.5 ft
5 Room area 59.5 ft2
Ty Construction
number
Ll-value
Btuh/ft2-°F)
Or HTM
Btuh/ftz)
Area (ftz)
or perimeter (ft)
Load
Btuh)
Area
or perimeter
Load
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 12C-Gsw 0.091 n 2.52 2.35 0 0 0 0
2A=2om 0.350 n 9.69 10.46 0 0 0 0
W 168-19ad 0.049 n 1.36 2.66 0 0 0 0
Blk wall, stucco ext 0.201 n 0.00 0.00 0 0 0 0
11 2A 2om 0.350 n 0.00 0.00 0 0 0 0
W, 1613-19ad 0.049 ne 1.36 2.66 0 0 0 0
VV II 12GOsw 0.091 a 2.52 2.35 0 0 0 0
G 2A-2om 0.350 e 9.69 38.96 0 0 0 0
Lei 2A-2om 0.350 a 9.69 38.96 0 0 0 0
W 168-19ad 0.049 e 1.36 2.66 0 0 0 0
1A/ Blk wall, stucco ext 0.201 a 0.00 0.00 0 0 0 0
I---G 2A-2om 0.350 a 0.00 0.00 0 0 0 0
W 168-19ad 0.049 se 1.36 2.66 0 0 0 0
12C Osw 0,091 s 2.52 2.35 68 68 171 160
2A...tom . 0.350 s 9.69 20.73 0 0 0 0
W 16B-19ad 0.049 s 1.36 2.66 0 0 0 0
yJ Blk wall, stucco ext 0.201 s 0.00 0.00 0 0 0 0
2A-2omd 0.620 s 0.00 0.00 0 0 0 0G
W 16B-19ad 0.049 sw 1.36 2.66 0 0 0 0
12C-0
1.
sw` 0.091 w 2.52 2.35 0 0 0 0
2A 2om 0.350 w 9.69 38.96 0 0 0 0
2A 2om 0.350 w 9.69 38.96 0 0 0 0
CGG 2B-2fm 0.350 w 9.69 43.98 0 0 0 0
W 16B-19ad 0.049 w 1.36 2.66 0 0 0 0
Blk wall, stucco ext 0.201 w 0.00 0.00 0 0 0 0
2A-26m 0.350 w 0.00 0.00 0 0 0 0
11D0 0.390 w 0.00 0.00 0 0 0 0
W 168-19ad 0.049 nw 1.36 2.66 0 0 0 0
FL-D
12C=0sw 0.091 0.00 0.00 0 0 0 0
11DO 0.390 n 0.00 0.00 0 0.. 0 0
C 168-Mad 0.026 0.72 1.41 60 60 43 84
F 20P-13t.: 0.068 1.88 0.98. 7 s: 7 13..,;, 7
F 20P-13t 0.068 1.88 0.98 53 53 99 51
F 22A-tpl 0.989 6.00 0.00 0 0 0 0
6 c) AED excursion 27
Envelope loss/gain 326 275
12 a) Infiltration 148 48
b) Room ventilation 0 0
13 Internal gains: Occupants @ 230 0 0
Appliances/other 0
Subtotal (lines 6 to 13) 474 323
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 474 323
15 Duct loads 1 49 % 56 % 233 180
Total room load 1 707 503
Air required (cfm) 43 21
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
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BayMGRW\Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
wrightsofte Duct System Summary
Zone 1
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3634 CRAWLEY DOWN LOOP, SANFORD, FL32773
Job: LotMensingtonReserv...
Date: 8-30-11
By:, EJH
Heating Cooling
External static pressure 0.40 in H2O 0.40 in H2O
Pressure losses 0.06 in H2O 0.06 in H2O
Available static pressure 0.34 in H2O 0.34 in H2O
Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O
Lowest friction rate 0.249 in/100ft 0.249 in/100ft
Actual air flow 780 cfm 780 cfm
Total effective length (TEL) 136 ft
Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv
Name Btuh) cfm) cfm) FR in) in) Matl Ln (ft) Ln (ft) Trunk
Din/Foyer/Liv h 3479 165 121 0.249 7.0 Ox 0 VIFx 41.3 95.0 st3
Dinette/Kitchen c 5483 214 249 0.252 9.0 Ox 0 VIFx 39.7 95.0 st2
Family c 5301 230 240 0.283 9.0 Ox0 VIFx 24.9 95.0 st2
Powder h 336 16 9 0.280 4.0 Ox0 VIFx 26.3 95.0 st2
STUDY -A c 3544 154 161 0.249 7.0 Ox0 VIFx 41.5 95.0 st3
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st2 Peak AVF 461 498 0.252 634 12.0 0 x 0 VinlFlx
st3 Peak AVF 319 282 0.249 586 10.0 0 x 0 VinlFlx
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb6 Ox 0 780 780 0 0 0 0 Ox 0 VIFx
2018-Jul-1314:01:17
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WPIght5,0ftoft°
Right -Suite® Universal 2018 18.0.13 RSU23828 Page 1
lM...BayMGRW\Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W,
wrightsoft® Duct System Summary
Zone 2
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: RYAN HOMES
3634 CRAWLEY DOWN LOOP, SANFORD, FL32773
Job: Lot43KensingtonReserv...
Date: 8-30-11
By: EJH
Heating Cooling
External static pressure 0.40 in H2O 0.40 in H2O
Pressure losses 0.06 in H2O 0.06 in H2O
Available static pressure 0.34 in H2O 0.34 in H2O
Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O
Lowest friction rate 0.285 in/ 100ft 0.285 in/ 100ft
Actual air flow 947 cfm 947 cfm
Total effective length (TEL) 119 ft
Supply' BranchDetail
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Mat]
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
Bdrm 2 h 1234 76 47 0.316 6.0 Ox0 VIFx 22.6 85.0 st1
Bdrm 3 C 3589 134 151 0.298 7.0 Ox0 VIFx 29.2 85.0 st1
Bdrm 4 C 3002 103 126 0.305 6.0 Ox0 VIFx 26.5 85.0 st1
Bthrm 1 C 127 4 5 0.456 4.0 Ox0 VIFx 4.5 70.0
Hall/Stairs c 278 9 12 0.447 4.0 Ox0 VIFx 6.0 70.0
Laundry c 965 3 41 0.318 4.0 Ox0 VIFx 21.9 85.0 st1
Loft h 4388 269 232 0.415 9.0 Ox0 VIFx 12.0 70.0
Mstr Bdrm c 4710 131 198 0.425 8.0 Ox 0 VIFx 10.0 70.0
Mstr Bthrm h 1332 82 71 0.297 6.0 Ox 0 VIFx 29.6 85.0 st1
Mstr WC h 362 22 11 0.285 4.0 Ox0 VIFx 34.5 85.0 st1
Mstr WIG 1 h 1141 70 33 0.407 5.0 Ox0 VIFx 13.5 70.0
Mstr WIG 2 h 707 43 21 0.456 4.0 Ox 0 VIFx 4.6 70.0
Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
st1 Peak AVF 420 446 0.285 568 12.0 0 x 0 VinlFlx
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ACCA... BayMGRW\Lot43KensingtonReserveEsteroBay MGRW.rup Calc = MJ8 Front Door faces: W
Return Branch Detail'TA
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb7 Ox 0 947 947 0 0 0 0 Ox 0 VIFx
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H iVl1 ... BayMGRW\Lot43KensingtonReserveEsteroBayMGRW.rup Calc = MJ8 Front Door faces: W
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot43Kensington Reserve Estero BayMGRW Builder Name: RYAN HOMES Street:
3634 CRAWLEY DOWN LOOP Permit Office: SANFORD City,
State, Zip: SANFORD , FL, 32773 Permit Number: Owner:
Jurisdiction: 691500 Design
Location: FL, Orlando COMPONENT
AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General
A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The
exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements
Breaks or joints in the air barrier shall be sealed. Ceiling/
attic The
air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the
insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access
openings, drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed. Walls
The junction of the foundation and sill plate shall be sealed. Cavities within 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 s. 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 piping and wiring. Shower/
tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on
exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/
phone box or The air barrier shall be installed behind electrical or communication exterior
walls boxes or air -sealed boxes shall be installed. HVAC
register boots HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -floor or drywall. Concealed
When required to be sealed, concealed fire sprinklers shall only be sprinklers
sealed in a manner that is recommended by the manufacturer. I
Caulking
or other adhesive sealants shall not be used to fill voids between
fire sorinkler cover olates and walls or cemlinas. a.
In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 7/
13/2018 2:13 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
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RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval
Permit ## 1 8- 3 219 9
Project Location Address '3G!D-`
1 C
Specific
0'
Form
Mfi RD
cq ;Ril,ia
Lo
As required by Florida Statute 553.842 and. Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging Therma Tru Smooth Star 20461-R3
Sliding Ply Gem 4780 SGD 14634-R3
Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12
Roll Up
Automatic
Other
2. Windows
Single Hung Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hung
Fixed
Awning
Pass Through
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
Category/Subcategory Manufacturer Product
Description
Florida Approval #
including decimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12
Underla ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1
Other
June 2014
Category Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867 - R1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
is
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
RECORD copy
0 -- 3 r7Jt r G- , /2s rvVIVA./ S
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18-
299 3
DESCRIPTION AS FURNISHED: Lot 43, KENSINGTON RESERVE, as recorded in Plat. Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc.
LOT 29 LOT 28
LOT 27
S 00019' 09" E , e
60. 00'
0.
38.50' 38.50'
Ok to construct single family home
LOT 43 with setbacks and impervious area
shown on plan. 35.5 % p
10.00'
30.0' 10' ,
0
LANAI
10.0'
10.00' ^
p Q) O
LOT 42 N LOT ¢4
PROPOSED RESIDENCE
MODEL: ESTERO BAY
oo ELEV.M 2CAR GARAGE RIGHT
CO
U
6.50'
O Q f
1-
10. oo'
19.3'
o ENTRY
19.3' o
20.7'
10. oo'
j WA K 16' DRIVEc)
25.5' 5.50'
10' UTIL. ESMT.
I I-f.---292.1'--A, -PCe
WALK
0
CURB
S 000 9 9' 09" E
60.00'
CRA TVLEY D0Tr1V- LOOP
50' PRIVATE R/W)
PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY " "w ocion no. no rvnivrancv
PER DRAINAGE PLANS FRONT = 25
PLOT PLAN AREA CALCULATIONS REAR = 20'•
PROPOSED DRAINAGE FLOW G O IMPERVIOUS COVERAGE = 2,453t SQUARE FEET OR 35.51— SIDE = 5' FOR 40' LOTS
LOT GRADING TYPE A 5Q05 LOT CONTAINS 6,9001 SQUARE FEET SIDE = 7.5' FOR 60' LOTS
PROPOSED FINISH FLOOR PER PLANS = 27.5' QQ LIVING AREA CONTAINS 1,766f SQUARE FEET SIDE = 10' FOR 75' LOTS
CONC/LANAI/PORCH CONTAINS 687t SQUARE FEET SIDE STREET = 25'
CRUSENM2YER-S'COTT & ASSOC, INC. - LAND SURVEYORS
LEGEND - LEGEND -
P = PLAT Po = POINT 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436I. ON LINE
F = FIELD TYP, TYPICAL NOTES;
I.P, =IRON PIPE PR.C. = POINT OF REVERSE CURVATURE
IRON ROD P.C.C. POINT OF COMPOUND CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF
CML.M. CONCRETE MONUMENT = RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES
SET I.R. _ !/2' IR. r/pLB 1396 MR. = NON -RADIALMR. 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID.
PEG. RECOVERED N.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS
P.0.8. POINT OF BEGINNING CALL CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY.
P.O.C. POINT OF COMMENCEMENT PR.K PERMANENT REFERENCE MONUMENT
FINISHED FLOOR ELEVATIONCENTERLINEI.8S
4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
N&D = .S.= BNAIL6DISKBL. UILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R"
RIGHT-OF-WAY BM. = BENCHMARK 6. DIMENSIONS SHOWN FOP. THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESHT, =
EASEMENT B.B. = BASE BEARING 7, BEARINGS, ARE WED ASSLIMEL• DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. = DRAINAGE U71L.
UTILITY 8, ELEVATIONS, IF SHOWN, ARE BASED. ON NATIONAL GEODERC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED, CLFC. =
CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4598, VDTC.
WOOD FENCE C-
CONCRETE BLOCK SCALE r— I a 20 —1 DRAWN BY j•` PI :C, PONTOFCURVATURE P.T.
PONT OF TANGENCY DESC.= DESCRIPTION
CERTIFIED BY: ORDER No. US L =
ARCLENGTHPLOT
PLAN 07-02-2018 4304-18 O DELTA C
CHORD 1. -
CHORD BEARING
NORTH CC THIS
BUILDING/
PROPERTY
DOES NOT LIE WITHIN -- RUS VVTHE ESTABLISHED 100 YEARFLOODPLANEASPER "FIRM" OM MEYERR.L((5. 4714 ZONE "X" MAP # 12117CO09OF (
09-28-07)WT R.L.S Lf 4801
J:
a
s
A'_
o
4, N
Co
r
k
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING,
BUILDER: RYAN HOMES
a
0
PROJECT: KENSINGTON RESERVE
0
u
COUNTY: SEMINOLE
LOT/BLK/MODEL: LOT.43 / MODEL:ESTERO BAY V2 / ELEV:M / GAR R
JOB#: 72814
MASTER#: WRCEB2MM
OPTIONS: MASTER TRAY
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 WRCEB2MM
JOB #72814
Site Information:
Customer Info: RYAN HOMES Project Name:
Lot/Block:
Address: LOT#43
City:
Model: ESTERO BAY v2 "M"
Subdivision:
County: VARIES
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading
Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 55 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 A0031190 A01GT 6/1/18 13 A0031202 B06 6/1/18 25 A0031214 D06 6/1/18
2 A0031191 A02 6/1/18 14 A0031203 B07 6/1/18 26 A0031215 FG1C 6/1/18
3 A0031192 A02T 6/1/18 15 A0031204 C01 6/1/18 27 A0031216 FL01E 6/1/18
4 A0031193 A03 6/1/18 16 A0031205 C01GE 6/1/18 28 A0031217 FL02 6/1/18
5 A0031194 A03T 6/1/18 17 A0031206 C05E 6/1/18 29 A0031218 FL03G 6/1/18
6 A0031195 A04 6/1/18 18 A0031207 CA 6/1/18 30 A0031219 FL04 6/1/18
7 A0031196 A05 6/1/18 19 A0031208 CAB 6/1/18 31 A0031220 FL05G 6/1/18
8 A0031197 A06 6/1/18 20 A0031209 CJ3 6/1/18 32 A0031221 FL06 6/1/18
9 A0031198 A07 6/1/18 21 A0031210 CJ3B 6/1/18 33 A0031222 FL07G 6/1/18
10 A0031199 A08 j 6/1/18 22 A0031211 CJ5 6/1/18 34 A0031223 FL08 6/1/18
11 A0031200 Al5G 6/1/18 23 A0031212 CJ513 6/1/18 35 A0031224 FL09G 6/1/18
12 A0031201 B05G 6/1/18 24 A0031213 D05E 6/1/18 36 A0031225 FL10 611/18
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under mydirect supervision based on the parameters provided byA-1 RoofTrusses, Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019.
NOTE: The seal on these drawings indicate acceptance of professional engineering
responsibility solely forthe truss components shown.
The suitability and use of components for any particular building is the responsibility of the building
designer, perANSVrPI-1 Sec. 2.
The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction
documents (also referred to at times as 'Structural Engineering Documents) provided by the Building
Designer indicating the nature and characterof the work.
The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses orspeciric
location]. These TDDs (also referred to at times as'Structural Delegated
Engineering Documents') are specialty structural component designs and may be part of the project's
deferred or phased submittals. As aTuuss Design Engineer (i.e., Specialty Anthony T.
Engineer), the seal hereand on the TDD represents an acceptance of professional engineering responsibility
forthedesign ofthesingle Truss depicted ontheTDDonly. The Building Designeris responsible for and
shall coordinate and review the TDDs for compatibility with theirwritten
engineering requirements. Please review all TDDs and all related notes. 3B BCA22100 0000004C12S70F
Page 1 of 2
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 '
A—' ROOF These truss designs rely on lumber values established by others. Ao==TRUSSES
A FLORIDA CORPORATION
RE: Job WRCEB2MM
No. Seal # Truss Name Date
37 A0031226 FL11E 6/1/18
38 A0031227 FL12 6/1118
39 A0031228 FL13 6/1/18
40 A0031229 FL14 6/1/18
41 A0031230 FL15E 6/1/18
42 A0031231 FL16G 6/1/18
43 A0031232 FL20 6/1/18
44 A0031233 HJ5 6/1/18
45 A0031234 HJ7 6/1/18
46 AO031235 HJ7B 6/1/18
47 A0031236 J5 6/1/18
48 A0031237 J7 6/1/18
49 A0031238 J713 6/1/18
50 A0031239 J7T 6/1/18
51 A0031240 MG7C 6/1/18
52 A0031241 V06 6/1/18
53 A0031242 V10 6/1/18
54 A0031243 VM3 6/1/18
55 A0031244 VM5 6/1/18
56 STDL01 STD. DETAIL 6/1/18
57 STDL02 STD. DETAIL 6/1/18
58 STDL03 STD. DETAIL 6/1/18
59 STDL04 STD. DETAIL 6/1/18
STDL05 STD. DETAIL 6/1/18E6061STDL06STD. DETAIL 6/1/18
62 STDL07 STD. DETAIL 6/1/18
63 STDL08 STD. DETAIL 6/1/18
64 STDL09 STD. DETAIL 6/1/18
65 STDL10 STD. DETAIL 6/1/18
66 STDL11 STD. DETAIL 6/1/18
67 STDL12 STD. DETAIL 6/1/18
68 STDL13 STD. DETAIL 6/1/18
69 STDL14 STD. DETAIL 6/1/18
70 STDL15 STD. DETAIL 6/1/18
71 STDL16 STD. DETAIL 6/1/18
Page 2 of 2
Job
11
Truss Truss Type Oty Ply RYAN HOMES / ESTERO BAY v2
WRCEB2MM A01GT Hip Girder 1 2
A0031190
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
5.00 F12
1.5x4
1
Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:14 2018
ID:zRSRE VFepZFZ_OLY7U9j Iztn LF-wn KvGdefN b56SUUzdP3Ajx_pdUnHdRU bsnGX:
19-0-1 24-0-12 25-4-12 29-2-6 1 33-0-0 1 36-0-6 40-0-0 41-0-0
4x4 = I 1 74 = I 14x4 = 16x8 =
9 16,10
1.5x4 i
Dead Load Detl. = 1/2 in
E.-O
46 47 " 48 49
28 27 26 4x4 =
5x8 11
5x10 =
3x4 11
8x10 =
1
50 51
4x4 =
55
7 21Ok14'g22
5220 53 MT20HSz
6x8
rn
1516
o [
o 19
18 54 17 5x8 =
4x4 =
5x8
II 4x8 =
25-
4-12 7-
0-0 9-2d 91 0 14-1-3 1941 23-4-0 2 1 2 29-2-6 33-0-0 40-0-0 7-
0-0 2-2-4 0-7- 2 4-3-3 4-10.15 4-3-152 3-9-10 3-9-10 7-0-0 Plate
Offsets (X,Y)-- 5:0-2-8,0-3-12], [8:0-2-4,0-4-8], 10:0-3-0,0-2-81, [12:0-2-0,0-3-8], [25:0-4-4,0-2-0] LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.48 21-23 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.98 21-23 488 240 MT20HS 187/143 BCLL
0.0 ' Rep Stress Incr NO WB 0.95 Horz(CT) 0.26 15 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.47 21-23 999 240 Weight: 564 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP 2400F 2.0E 'Except' T2,
T3: 2x6 SP2400F 2.0E BOT
CHORD 2x6 SP 2400F 2.0E 'Except' B2:
2x4 SP No.3 WEBS
2x4 SP No.3 *Except* W4,
W3,W7: 2x4 SP No.2 SLIDER
Left
2x6 SP No.2 2-0-0, Right
2x6 SP No.2 2-0-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 5-3-11 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. Except:
10-
0-0 oc bracing: 25-27 REACTIONS. (
lb/size) 2 =
3437/0-3-8 (min.0-1-8) 15 =
3433/0-3-8 (min.0-1-8) Max
Horz 2 =
59(LC 32) Max
Uplift 2 =
821(LC 4) 15 =
793(LC 5) Max
Grav 2 =
3437(LC 1) 15 =
3433(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-2524/555, 3-4=-6543/1554, 4-
5=-6836/1613, 5-6=-11142/2557, 6-
37=-11334/2596,37-38=-11334/2596, 7-
38=-1 1334/2596, 7-39=-14607/3274, 39-
40=-14607/3274, 8-40=-14607/3274, 8-
41=-15983/3518, 41-42=-15983/3518, 9-
42=-15983/3518, 9-43=-15077/3255, 10-
43=-15077/3255,10-44=-8768/1940, 11-
44=-8768/1940, 11-45=-8771/1942, 12-
45=-8767/1942, 12-13=-6855/1558, 13-
14=-6541/1498, 14-15=-2472/526 BOT
CHORD 1gAmt)
eVWi52W-28=-184/749, BOT
CHORD 2-
28=-1 326/5833, 27-28=-1 84/749, 25-
27=-64/448, 6-25=-614/215, 25-
46=-3161/14607, 46-47=-3161/14607, 24-
47=-3161/14607, 24-48=-3407/15983, 48-
49=-3407/15983, 23-49=-3407/15983, 23-50=-3156/15107,
50-51=-3156/15107, 21-51=-3156/15107,
20-53=-2182/10539, 19-53=-2182/10539,
18-19=-1352/6355, 18-54=-1352/6355,
17-54=-1352/6355, 15-17=-1285/5825,
21-55=-2546/12391, 20-55=-2554/12376
WEBS 4-28=-133/
714,
5-28=-3087/729, 25-28=-1319/6072,
5-25=-1587/7303, 7-25=-3648/750,
7-24=-99/985, 8-24=-1559/271,
9-23=-280/1000, 11-19=-536/216,
12-19=-640/3255, 13-17=-131/751,
10-20=-6094/1370, 10-19=-2408/479,
10-21=-1783/8422, 9-21=-490/203
NOTES- 1) 2-ply
truss
to be connected together with 10d 0.131"x3") nails
as follows: Top chords connected as
follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows
staggered at 0-9-0 oc. Bottom chords connected as
follows: 2x6 - 2 rows staggered at 0-9-
0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows:
2x4 - 1 row at 0-9-0 oc. 2) All loads are
considered equally applied to all plies, except if noted as
front (F) or back (B) face in the LOAD CASE(S) section.
Ply to ply connections have been provided to distribute
only loads noted as (F) or B), unless otherwise indicated.
3) Unbalanced roof live
loads have been considered for this design. 4)
Wind: ASCE 7-
10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=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 5) Provide adequate drainage
to prevent water ponding. 6) All plates
are
MT20 plates unless otherwise indicated. 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) Provide mechanical connection (
by others) of truss to bearing plate capable
of withstanding 821 lb uplift at joint 2 and 793
lb uplift at joint 15. 10) Hanger(s) or
other connection device(s) shall be provided sufficient to support
concentrated load(s) 253 lb down and 210
lb up at 7-0-0, 123 lb down and 74 Ib up at 9-0-
12, 111 lb down and 59 lb up at 11-0-12, 111 lb down and
59 lb up at 13-0-12, 111 lb down and 59 lb up at
15-0-12, 111 lb down and 59 lb up at 17-0-12, 111
lb down and 59 lb up at 19-0-12, 111 lb down and 59 lb
up at 20-11-4, 111 lb down and 59 lb up at 22-114,
123 lb down and 74 lb up at 24-114, 123 lb down and
74 lb up at 26-114, 123 lb down and 74 lb up at
28-11-4, and 123 lb down and 74 Ib up at 30-11-4, and
253 lb down and 210 lb up at 33-0-0 on top chord, and 345
lb down and 115 lb up at 7-0-0, 88 lb down at 9-
2-4, 106 lb down and 25 lb up at 11-0-12 106 Ib down and
25 lb up at 13-0-12, 106 lb down and 25 lb up
at 15-0-12, 106 lb down and 25 lb up at 17-0-12, 106
lb down and 25 lb up at 19-0-12, 106 lb down and 25 lb
up at 20-11-4, 106 Ib down and 25 lb up at 22-11-
4, 88 lb down at 24-11-4, 88 lb down at 26-114, 88 lb
down at 28-11-4, and 88 Ib down at 30-11-4, and
345 lb down and 115 lb up at 32-11-4 on bottom chord. The design/
selection of such connection device(s) is
the responsibility of others. LOAD CASE(S) Standard
1) Dead + Roof
Live (
balanced): Lumber Increase=1.25 Plate Increase=1.25
Uniform Loads (plf) Vert:
1-5=-60,
5-12=-60, 12-16=-60, 27-29=-20, 26-27=-20, 21-
25=-20, 20-22=-20, 20-33=-20, 20-21=-20 Concentrated
Loads (lb) ztend9-
neev Henr,rerr!!
H.
He•a_imr:.-ricK>s>ufr, GW& W uIVITIn USTAf'IVJ*j' KGC1%KfCI., Verity knit.1-81,,Wrex.9nr,rv,tam!hipkn.ixiTra;to He ark.pt.T.t D,n.to—!u:f, hi.!— Un! dkn.0 Ati.Hr TOP, .1 wl!kcrmrt•* kdl- If
He i7Dt x.dd. ssel ns Desig Egee. ye Dv _n!.»s.dno 7DD epesulsneevxa:ednepd>ssiad ea , sp.nillaF i. Mfesp?He s:rf T. sey;all.. ne1DD..n Walk t?yt. 6tn sg. ns nple.id:ey mmn!...adilh Anthony T. Tornbo Ill, P.E. ad esedtisf, i.r1'
le .is He espee dlihdtieJ !MO.vrs.a tde eM ee He killnDsl .z:nhndl l2(, a!1::..1 H.I!ka. s. e.f SRR 1. legrne d18e.DDnImhllsdHt inst.uinay Axd . 9.'q shlierene an sgsad as tie pmik hd z80083 Her+k en tesgae .
a(aM. z: eY. ,.. a.uH iDD.liu yrmn sa lynld sin uaag ceapmm dgh raena;t x; pkhstrt sT T4 ra suz n.;d, uapen.!pul trfa u, n!;ey. s,n!s naa saKt rpot .t nsleiy .peneoar ., p, d. x.!;..e:: 4451 St. Lucie Blvd. Hr>nutd.tl!!e:.
5•m.ged.>..nwnhglydlr.r:tsrneseiL<insa a.yhex.;aCiuktddhrCe,igw,rtl•essyr.!xf.yu!err:araaiA+iira:s!erosd!esadHeti.nu. Fort Pierce, FL 34946 copyright(, 2016 A I
loaf Trusses- Anthony T. Tombo ill. P1. Reprodudion of this document, in any form, is prohibitedwithcut the written permission hors A -I Roof Trusses Aothanr T. Tomlin 111, P.E.
Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
WRCEB2MM A01GT Hip Girder 1 2
A0031190
Job Reference (optional)
u aiyailwa iuua,-wan Run: 8.120 s Dec n zuy7 runt: 8.120 s Dec 11 2011 MITek Industries, Inc. Fri Jun 1 12:09:14 2018 Pagcr2
I D:zRSREVFepZFZ_OLY7U9j Iztn LF-wnKvGdefN b56S U UzdP3Ajx_pdUnHdRU bsnGX3bzAgFJ
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 5=-206(F) 12=-206(F) 27=-70(F) 6=-123(F)
28=-345(F) 8=-111(F)23=-93(F)11=-123(F) 19=-70(F)
17=-345(F) 37=-111(F)38=-111(F)39=-111(F)
40=-1 11 (F) 41=-1 11 (F) 42=-1 11 (F) 43=-123(F)
44=-123(F) 45=-123(F) 46=-93(F) 47=-93(F) 48=-93(F)
49=-93(F) 50=-93(F) 51=-93(F) 52=-70(F)53=-70(F)
54=-70(F)
q Rn:e tia yN ,tk'A-I13C IiL'.S3;SILL[r,DIal-iW58(It,!DiS GSi:sY "En7 ;';(ICA'e:',AEX. M. I;Di hup ptodm aal Fed alx ar Fk 1 - 3rieek rq'f[v"; tre ne AA fl1 fa ,IE tderxr UFSI F•a Ud at,, is' udM one 1DD, Fa?e1lil <otnhw lF'e fu. .r,elfu ne i)o-nx off 1 eF sDesphy Fex a tae ilt Eace.;,ne seol.—lDDrepeseds a e 1,"a Fitt, p1m,aw emr—iF sf-011atir IF irs ,tfks0F 1. s Fy:l IF nr3DD loft, eater Trl kF-pa lssrnN ea.11dF < dern, s.ildilry i t
th PA4
sr:vs!`nroa t.11tF is nrres Glin d,+e N. Ift o.,er:F.re• reF xar Fk tal(irFD - An'hony T. Tembo,l., ?.E. pe•,a;krd:ddenelY.ns.:aeEnelcal`is+.FlFxsCellegpnF dakro-6tain.hdisedn rs n:lrarsE.sk:a.sagr.iNldionekFigiut...nd :
80083nrtote, aK M oY fc9"'tti. F.:ni ex neiM aM lx pRiiae®i 3nid rs dntnlg4(r¢.po. Sorry Ir-tua f(i. pkl,,W sr In a a Sl(A derinea `n De Ys.:ont IN kix lh:e,Wa..Wos Fit h-,e. i l s.De:pn; 1r 3es:p ug.a as rr, psad".r xes
F1E<rise ldiori 1p m tuna sped apo a rlinq lr, dl pr,:Fs ianenel toe ins, Eux Eq Feer ;, III to, W1,1 Ns„per,,, N!s Sls.a -giver r ®r prilLq. Ali r! o e{ a ms ae cs leN ei is Rl 1. 4451 St. Lude Blvd.
e -
Io-pFort Piece, FL 34946trighl(41DI6 A iaaf Lasses - Anikaay 1. Tornio III,P.E. Feprodatlioa of this domment,incoy fmm,is prohibited without the written permission brim A -I Raaihuues-dxthanv 1. Tomb If, P.[.
N
Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2
A0031191
WRCEB2MM A02 Hip 1 1
Job Reference (optional)
All Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:15 2018 Page 1
ID:zRSREV FepZFZ_OLY7U9j Iztn LF-O_uHTzfH8vDz4e29B7aPG8 WvEu7_M?uk5R?5cYzAg FI
1-0-p 6-3-2 9-0-0 , 16 4-9 23-7-7 31-0-0 33-8-14 , 40-0-0 41-0 0
i-0- 6-3-2 2-8-14 7-4-9 7-2-13 7-4-9 2-8-14 6-3-2 -0-
5x8 =
3x4 = 4x6 = 1.5x4 11
5.00 12 5 6 7 8
TA1Sx4
5x8 =
9
Dead Load Dell. = 5/16 in
4 10
4x8 %
3 3 3 4x8
3 11
a
19
18
17 16
15
14
5x10 II
3x4 =
4x6 =
3x4 = 3x10 =
4x6 =
3x4 = 500 11
9-0-0 16-4-9 23-7-7 31-0-0 40-0-0
9-0-0 7-4-9 7-2-13 7-4-9 9-0-0
Plate Offsets (X Y)— 2:0-6-7 Edge] [5:0-5-12 0-2-8] [7:0-3-0 Edge] [9:0-5-12 0-2-8][12:0-6-7 Edge]
LOADING (psf) SPACING- 2-M CS1. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.32 17 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.66 16-17 729 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.18 12 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.39 16 999 240 Weight: 206 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 'Except`
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP No.2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt
5-17, 6-16, 9-16
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min.0-1-15)
12 = 1660/0-3-8 (min.0-1-15)
Max Horz
2 = 74(LC 16)
Max Uplift
2 = 498(LC 8)
12 = 498(LC 9)
Max Grav
2 = 1660(LC 1)
12 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-527/0, 3-4=-2921/1995,
4-5=-2827/1954, 5-6=-3665/2557,
6-7=-3665/2557, 7-8=-3665/2557,
8-9=-3665/2557,9-10=-2827/1955,
10-11=-2921/1995,11-12=-527/0
BOT CHORD
2-19=-1647/2593,18-19=-1546/2618,
17-18=-1546/2618,16-17=-2240/3665,
15-16=-1549/2618,14-15=-1549/2618,
BOT CHORD
2-19=-1647/2593,18-19=-1546/2618,
17-18=-1546/2618, 16-17=-2240/3665,
15-16=-1549/2618,14-15=-154912618,
12-14=-1652/2593
WEBS
5-17=-804/1291, 6-17=-498/469,
8-16=-458/468,9-16=-804/1292
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 498 lb uplift at
joint 2 and 498 lb uplift at joint 12.
LOAD CASE(S)
Standard
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safe/ y lve tit TOO nlr, Wes 10.1 :&uspmsmpivn lvd q uvdln smdllry Anthony T. Temha?]?, P.E. esednusT.—
h ,1.10vsW nF Udy0'eI hL' tmsvnxi;,I lotW eDslx . :nted0tuK.iaE:nitlel ab'I.noi n1IN.75egvv .dll d DD ,hld sedne —, lotyW1q,stgensivllo.wkmmj In u se pand E80083 thC+eq Berra
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4,nlvpedvpvivvmiglpolprts d .leelnss.<,p.gi..,s4cTua.laper,.pe,,e,lr.ssyn.e*4awdoYo„I.q. in r:a a>: trnr nemtdwdnml. Fort Pierce, FL 34946 opyrilhic,, 2016A.1 RoofTmsses
Amhony T.iombollL.f. Reprodudianofthis document, in any form, is prohibited without the written permission from A-1 Roof Trusses Anthony T.iomholl4l'.t.
Job Truss Truss Type Oty Ply RYAN HOMES / ESTERO BAY v2
WRCEB2MM A02T Hip 1 1 A0031192
Job Reference (optional)
Al Roof f russes, tort Pierce, I-L 34946, design(altruss.com - Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:16 2018 Page i
I D:zRSRE V FepZFZ_OLY7U9]iztn LF-sASfhigvvDMghodMkg5eoM36KIVg5LxuK51e8?aAg FH
1-0- 4-7-12 9-0-0 16-6-12 23-11-12 31-0-0 34-11-4 40-0-0 1-0
0- 4-7-12 4 4 4 7-6-12 7-5-0 7-0 4 3-11-4 5-0-12 -0-
5.00 F12
5x6 =
3x8 = 3x8 MT20HS= 2x4 II 6x10 =
23 22 21 I.Dx4 11
1716 15
14
4x10 11
5x6 =
1.5x4 11 3x4 = 3x6 = 5x8 =
4-7-12 9-0-0 9r10T0 16-6-12 23-4-0 31-0-0
4-7-12 4 4-4 0'-10-0 6-8-12 6-9-4 7-8-0
Plate Offsets (X,Y)— 2:0-6-7 Edge], [5:0-3-0 0-2-4], [9:0-6-8,Edge], [12:0-6-7,Edge], [14:0-4-0 0-1-81, [18:0-3-12 Edge] [20:0-4
LOADING (psf)
TCLL 20.0
SPACING-
Plate Grip DOL
2-0-0
1.25
CSI.
TIC 0.76
DEFL.
Vert(LL)
in (loc) I/deft
0.45 18-19 >999
L/d
360
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.94 18-19 >510 240
BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.28 12 n/a n/a
BCDL 10.0 Code FBC2017[TPI2014 Matrix -MS Wind(LL) 0.56 18-19 >860 240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 `Except*
B4: 2x4 SP No.3, B3: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP No.2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 4-3-5 oc bracing. Except
10-0-0 oc bracing: 16-18
WEBS
1 Row at midpt
6-20, 14-18, 9-18
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1674/0-3-8 (min. 0-2-0)
12 = 1670/0-3-8 (min. 0-2-0)
Max Horz
2 = 74(LC 16)
Max Uplift
2 = 492(LC 8)
12 = 493(LC 9)
Max Grav
2 = 1674(LC 1)
12 = 1670(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-437/285, 3-4=-2868/1906,
4-5=-3685/2427, 5-6=-3500/2379,
6-7=-4754/3176, 7-8=-4754/3176,
8-9=-4695/3149, 9-10=-2867/1927,
10-1 1=-2916/1989, 11-12=-476/0
BOT CHORD
2-23=-1589/2548, 19-20=-2899/4839,
18-19=-2899/4839,8-18=-447/453,
BOT CHORD
2-23=-1589/2548, 19-20=-2899/4839,
18-19=-2899/4839, 8-18=-447/453,
15-16=-168/318, 14-15=-168/318,
12-14=-1652/2582
WEBS
4-20=429/940, 5-20=-554/1021,
6-20=-1575/919, 6-19=0/352,
14-18=-1383/2342,9-18=-1433/2284,
9-14=-308/245, 4-23=-594/477,
20-23=-1570/2504
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 492 lb uplift at
joint 2 and 493 lb uplift at joint 12.
LOAD CASE(S)
Standard
Dead Load Defl. = 1/2 in
4x10 II
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 225 lb FT = 10%
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I Roof Trusses Anthony 1.Tomb 111,P.E. Reproduriianofthis dotumeni,inany form, is Prohibited iflicul the telinee Permission from A-1 Roof Trusses -Anthemy 1. Tomho 111, 1`1 Fort Pierce, FL 34946
Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2
WRCEB2MM A03 Hip 1 1
A0031193
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:16 2018 Page 1
ID:zRSREV FepZFZ_OLY7U9jlztn LF-sASfh IgvvDMghodM kg5eoM 35TISw5S9uK5le8?zAg FH
1-0-0 5-8-15 11-0-0 20-0-0 29-0-0 34-3-1 40-0-0 11 -Of0- 5-8-15 5-3-1 9-0-0 9-0-0 5-3-1 5-8-15 0-
5x6 =
700 MT20HS= 5x6 =
7
Dead Load Defl. = 5/16 in
16 14 <" „' 12
5x10 II
4x6 =
1.5x4 11 3x8 =
5x10 11
3x8 =
4x6 =
11-0-0 20-0-0 29-0-0
11-0-0 9-0-0 9-0-0
Plate Offsets (X,Y)-- 2:0-6-7,Edge], [5:0-3-0,0-2-4], [7:0-3-0,0-2-4], [10:0-6-7,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.30 14-16 999 360
TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0.61 14-16 781 240
BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(CT) 0.19 10 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.37 14-16 999 240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except*
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP No.2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 1-4-12 oc bracing.
WEBS
1 Row at midpt 6-16, 6-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min.0-1-15)
10 = 1660/0-3-8 (min. 0-1-15)
Max Horz
2 = 89(LC 16)
Max Uplift
2 =-473(LC 8)
10 = 473(LC 9)
Max Grav
2 = 1660(LC 1)
10 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-729/0, 34=-2933/2064,
4-5=-2766/1905, 5-6=-2541/1855,
6-7=-2541/1855, 7-8=-2766/1905,
8-9=-2933/2064, 9-10=-729/0
BOT CHORD
2-16=-1714/2609,15-16=-1952/3225,
15-25=-1952/3225,14-25=-1952/3225,
14-26=-1952/3225,13-26=-1952/3225,
12-13=-1952/3225,10-12=-1719/2609
WEBS
4-16=-130/284, 5-16=-281/644,
WEBS
4-16=-1 30/284 ; 5-16=-281/644,
6-16=-914/553, 6-14=0/346,
6-12=-914/553, 7-12=-281/644,
8-12=-130/284
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 473 lb uplift at
joint 2 and 473 lb uplift at joint 10.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 203 Ib FT = 10%
1- M.", IW ydy r? ew fie'A I IOCF R h3 i'SFELEr16ERIAI IEIRS 1("M"MONS (1sluM "irtEi'; 1(CtlCi' i)JMEM?' W, TerAIdesis, fer-I ' aA rd SAes w NS l'S! 3 'a )m 'y R!C ue IM ArNifI, t aia i:, %-,! miure - UdesS eBwk, sldel ec&e IDO,.a Rltkemu,
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pOesiem
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rise ldieel l,a eNon eped ane! r.rniy it dl pr, es mdeci iie toss Cr a.7j een:S iul.e lnaAg.e>:gau, ). .s S;. x,yieur r. ml aendiy. Ali r':ar&ro!aS neon ddr:a rtll. Fort Pierce, FL 34946 opyright 07016
A I Roof husees- Anihany T. Tombe Ill, P.E. Reproduction of this document in nay form, is prohibited without the written permission Tom A-1 Roof Trusses- Aethonv i. Tnmho Ill, P.E.
Job Truss Truss Type QtY Ply HOMES / ESTERO BAY v2RYAN
A.0031194WRCEB2MMA03THip11
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:17 2018 Page'I
ID:zRSREVFepZFZ_OLY7U9jIztnLF-KMO1 uehXgWUhJyCYIXctLZcEfipQgoUIYIUCgPeAgFG
11 11 9-2 4 11-0-0 17-5-0 23-11-12 29-0-0 32-11-12 40-0-0 Al-0710
0- 5-1-15 4-0-5 1-9-12 6-5-0 6-6-12 5-0 4 "_1 1' 7-0-4 --0-6
5x6 =
3x4 = 4x6 = 2x4 II 5x8 =
10
Dead Load Deft. = 3/8 in
25 24" 3x4 —
1918 " 16 15
4x12 = 3x4 II 3x6 = 1.5x4 II 5x10 II
4xt0 II 3x4 II
6x8 = 5x8 =
5-1-15 9-2-4 91 0 17-5-0 23-4-0 231112 29-0-0 32-11-12 40-0-0
5-1-15 4-0-5 0-7- 2 7-7-0 5-11: 0-7- 2 5-0-4 3-11-12 7-0 4
Plate Offsets (X Y)-- [2:0-6-7 Edge], [6:0-3-0 0-2-4], [8:0-3-0 Edge], [10:0-5-12,0-2-8], [13:0-6-7,Edge], [16:0-4-0,0-1-8], [20:0-2-8,Edge], [22:0-2-8,0-2-4], [25:0-3-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.91 Vert(LL) -0.34 20-21 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.72 20-21 668 240
BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.25 13 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.43 20-21 999 240 Weight: 234 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T2,T3: 2x4 SP No.2
BOT CHORD 2x4 SP M 30 'Except'
132,135: 2x4 SP No.3, B4: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP No.2 2-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
10-0-0 oc bracing: 22-24, 18-20
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1675/0-3-8 (min.0-2-0)
13 = 1671/0-3-8 (min.0-2-0)
Max Horz
2 = 89(LC 16)
Max Uplift
2 = 465(LC 8)
13 = 467(LC 9)
Max Grav
2 = 1675(LC 1)
13 = 1671(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-465/261,3-4=-2886/1938,
4-5=-3692/2450, 5-6=-3720/2555,
6-7=-3909/2671, 7-8=-3779/2605,
8-9=-3779/2605, 9-10=-3745/2585,
10-1 1=-2757/1933, 11-12=-2942/1982,
12-13=-551 /63
BOT CHORD
2-25=-1614/2569, 5-22=-246/257,
21-22=-1814/3110,20-21=-2291/3909,
9-20=-355/363,15-16=-1640/2622,
13-15=-1640/2622
BOT CHORD
2-25=-1614/2569, 5-22=-246/257,
21-22=-1814/3110, 20-21=-2291/3909,
9-20=-355/363, 15-16=-1640/2622,
13-15=-1640/2622
WEBS
22-25=-1510/2451, 6-22=-478/749,
6-21=-567/1061, 7-21=-397/387,
7-20=-264/80, 16-20=-1378/2376,
10-20=-971/1590, 10-16=-326/137,
4-25=-703/529, 4-22=-427/896
NOTES-
1)Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 465 lb uplift at
joint 2 and 467 lb uplift at joint 13.
LOAD CASE(S)
Standard
iorun IlautkangH.r=.•ir!tk'k 110E 1ZKKS51LtEt716111k: tEtNSd(lAlie61(811Jp(ttl'j:iCXCOiE,YEXi txa--_irUy iesia taraden kN rrd canrItisNs: DFsc7tl.iy;lf:lk tte kdtaS1.Irski;,1E. tdrarSlea kart KF. UA dlaaisr adeen141DD,ah
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ads Ami, l:r• "—.s ldltFtIke K elm dika tk D... skair x ik tali-!D att f-t,d d IN W-loW ld fit I'm WC.Me txl t
Anthony T.
80083
ili, P.E.
t qed t qn dtk DD ,All dfi 16alae` sn:gF stliditaekrt'r id ui•rt:atik`nd ::
Tomb
Ard 4 lDFsea rx(crna. : nzs .austleiDDxMlaetr lias®fgnei In t+ilggr UaeaSdrylz3rnvia;ttSfNHxkestfMlalSHSnt:d: xe `ax aJaa lf.lksn,tt.e.trzsi:re_a:.b sYi..l.rstlkupx,tkr,k.:¢EzgNaaAlr N.ketr:aa wes; 4451 St. Lucie Blvd.
k,k'. ldak Ft. 4,al tgttH!» aweigh dl tat:K imkre! let lau.e,.aEgre r.seel,„tW ;q M.Apet,x ln:s spr10 ngwo eaYoiliq J11 ra rv:ra: aFm3d'ael it ilEi. 41 CepyrighlQ 2016A-1 toot hussts- Anthony T. Tombt Ill, P.I. Reproduction of ibis document, in any lotm, is prohibited without the vriften permission hem Ad goof TrenesAnthony T, limbo Ill, PA. Fort
P',erce, FL 34946
Job
k
Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031195
WRCEB2MM A04 Hip 2
Job Reference (optional)
At Roof Trusses, Fort Pierce, F1 34946, design@al truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:18 2018 Page 1
ID:zRSREVFepZFZ—OLY7U9jlztnLF-oZaQ5—i9RqcYx5nksF76tn8OL6BoZMmBnPEICtzAgFF
HO - 6- 2 3 O O 20-0-0 700 33-4-4 i 11-000
0 g_
7-1 1
7-0-0
10 M 1110-07-1 6 7_;_; 6-44 6--
1
c
5x6 =
1.5x4 11 5x6 =
Dead Load Defl. = 3/8 in
1. — —
14
5x10 11
U4 = 4x6 = U8
4x6 = U4 5X10 11
c?
ip- 1-12 20-0-0 29-104 40-0-0
10-1-12 9-10-4 9-10-4 10-1-12
Plate Offsets (X,Y)— 2:0-6-7, Edge], [5:0-3-0,0-24], [7:0-3-0,0-2-41, [10:0-6-7, Edge]
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 0.92 Vert(LL) 0.3912-14 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.74 12-14 647 240
BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.17 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.35 14-16 999 240 Weight: 203 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP No.2 2-0-0
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 5-3-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1660/0-3-8 (min. 0-1-15)
10 1660/0-3-8 (min. 0-1-15)
Max Horz
2 164(LC 16)
Max Uplift
2 447(LC 8)
10 447(LC 9)
Max Grav
2 1660(LC 1)
10 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-604/b, 3-4=-2972/2098,
4-5=-2750/1948, 5-6=-2751/2048,
6-7=-2751/2048, 7-8=-2750/1948,
8-9=-2972/2098, 9-1 0=-604/0
BOTCHORD
2-16=-1 746/2652, 15-16=-1 37912351,
15-25=-1 379/2351, 14-25=-1 379/2351,
14-26=-1 380/2351, 13-26=-1 380/2351,
12-13=-1 380/2351, 10-12=-1 751/2652
WEBS
4-16=-235/410, 5-16=-155/419,
5-14=-296/663, 6-14=-466/462,
WEBS
4-16=-235/410, 5-16=-155/419,
5-14=-296/663, 6-14=-466/462,
7-14=-296/663, 7-12=-155/419,
8-12=-235/410
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=11.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of,withstanding 447 lb uplift at
joint 2 and 447 lb uplift at joint 10.
LOAD CASE(S)
Standard
41
Utuy hmseikartwimyr,-i,WA I 10V illusBi VuEr, LIEM Ell ik(krl WE.5'0111-11—.. Y.rkI,pf...g","Jr,4.0?,.mil!"I I I.k.t, utln*—m Oda m 1DO't,Oi
AUTO uattOr picls AOI te :It it, me TDD st , W& is , T-, D.ijo Ito— (i, Spbft! 56-" 1! .0 't ., IN rip es . —r- 9 tk r this 6,41—imp'l-iffil". t it, ierpt e 4, " rn! inolml to ?it, TDD .11, Wei TkI. 'kd,:p.,.p,.i,lwln.0b.5."iloilo Anthony T. Torritro 1IT, P.E.
A i, d -it, I.— Sr ut 1616" is ne "i'.sitilay 0 N I... Ik 0—', Aval " d th Widy hulte, 0 it, Itt, is it" tal 5, [do liw r ral W RL It cippic d at TOD A it! fitli ort Ft N! rais, oditrt stirip, Whilldnit, me Or di t, N t!FW0.Liy 0I . A 2 80083
A;::.11sli.1blumi.#,.O.S.lp.i.4'..Omtt.16q(.Vm OWt ei.,3ff;pM.,WiiTnWSKI.,rd.t..,J'..p—lpid. Tr-ik*.,.*tT,.i;':h.dOr.i..1i,T!.,,k p,]!,*I*Ep—.iT sio.*....:.Il,
A451 St. Lucie Blvd.
Fort P7erce, FIL 349146
Copyright V 70160 kodliusits. Afliko.yI.Tombas III, P.E. Reproduction Of this bomeril, in any form, is probibiltil without tht written permission from A-1 Roof Trasses Anthimyl.lombaffl,fi.f.
Job Truss Truss Type a Ply RYAN HOMES / ESTERO BAY V2
WRCEB2MM A05 Hip 2 1 AO031196
Job Reference (optional)
Hoot I russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:19 2018 Page"I
ID:zRSREVFepZFZ OLY7U9jlztnLF-GIBoJKinC8kOYFMxQyfLOLhZdVUs]sQK03zlIlizAgFE
15-0-0 0 25-0-0 12-4-4 40-0-0 ilAo--p
0-0 -4-4 N 5-0-0 4
7 -E L
1 -M 7 77 12 7 5- 74 7-7-12 1-0-0
5.00 F1 —2 5x6 =
3x4 = 5x6 = Dead Load Defl. = 5/16 in
19 17 16 14
500 11 1.5x4 11
4x6
3x8 3x8
4x6
1.5x4 11
5x10 11
15-04
7-4-4 7-4-4
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in floc) I/defi L/d
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.95 Vert(LL) 0.3616-17 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.7016-17 690 240
BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.18 12 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.31 17-19 999 240
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T3: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP No.2 2-0-0
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
I Row at midpt
4-17, 7-17, 7-16,10-16
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection ' in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1660/0-3-8 (min. 0-1-15)
12 1660/0-3-8 (min. 0-1-15)
Max Horz
2 119(LC 12)
Max Uplift
2 A46(LC 12)
12 -446(LC 13)
Max Grav
2 1660(LC 1)
12 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-572/91, 3-4=-2967/2075,
4-5=-2506/1777, 5-6=-2490/1806,
6-7=-2247/1770, 7-8=-2247/1770,
8-9=-2490/1806, 9-10=-2506/1777,
10-1 1=-2967/2075,11-12=-572/91
BOTCHORD
2-19=-1722/2652, 18-19=-1722/2652,
17-18=-1722/2652,17-28=-1363/2348,
28-29=-1363/2348, 16-29=-1363/2348,
15-16=-1727/2652,14-15=-1727/2652,
BOTCHORD
2-19=-1 722/2652, 18-19=-1 722/2652,
17-18=-1 722/2652, 17-28=-1 363/2348,
28-29=-1363/2348, 16-29=-1363/2348,
15-16=-1 727/2652, 14-15=-1 727/2652,
12-14=-1727/2652
WEBS
4-17=-498/526, 6-17=-298/565,
7-17=-331/174, 7-16=-331/174,
8-16=-298/565, 10-16=-498/526
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)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
1 O.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 446 lb uplift at
joint 2 and 446 lb uplift at joint 12.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight:2131b FT=10%
um" nuo j*T rl WHAL TEN& (XET1CXVUST0M1it11*" AWcr-t 411 I., Trd d"'P F.'ma"' w A.k' 5,::F )-tqJ1V'mi 1k Ank.fl 1.hl; -s' sigei . tk' TDO, .'r
W.T011.
Anthony T. Tombo !I,, P.E.
Z 83083lbrtAterDlqne .4 LrVlft. A.. ri TH m! 1. pW s .1 p4rla!, I W. Wflkq (.mr.'o sorry hf-rw Wsr. PMOA it TPI vi SIR . ro—'A fir R-1: ?A— WE kl. la Y"P-olll W ord NT!?, t. i0! Doper, Ns 5'sp upatt nor T'.si r. Ilsi
1 — Mimi ky. A.'.d '?"d "' i. 0.1 is 61 Ik' T"; s rwq. 9V e WAal Darsitorf, " Tr,sr 5y". E44. " y Wi4 0 rwo:!aq t— "t as idmd ir IN I . 4451 St. Lucie Blvd.
opyrighl 0 7016 A-1 kool Nssts - Anthony 1. Tomlm 111, Irl. Reproduction ofilhis iocoment, in any form, is prohibited without the written permission from Ad Raoflruises Anthony T, Tomb III, P.L
Fort Pierce, FIL 34946
Job
I
Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2
A0031197
WRCEB2MM A06 Hip 2 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FIL 34946, design@al truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:19 2018 Page I
ID:zRSREVFepZFZ OLY7U9jlztnLF-Gl8oJKinC8kOYFMxQyfLQ hZNVWL[scK03zllKzAgFE
8-9-3 117 0 23-0-0 31-2-14 i 100
6_ olf4 6-0-0
00000B-9-3 8-2-14
5X8 =
5.00 F1-2 5x6 — Dead Load Defl. = 3/8 in
Ri ri I R 9 B I
16
171
15
14
25
13
12
11
5x10 11 1-5x4 11
4x6 3x4 3x8
4x6
1.5x4 11
5x10 11
8-9-3 1 Z:Q-0 23-0-0 31-2-14 40-0-0
8-9-3 6-2-14 O_o 8-2-14 8-9-3
Plate Offsets (X,Y)-- 2:0-6-7,Edgel, [4:0-3-0,Edgel, [5:0-5-12,0-2-81, [6:0-3-0,0-2-4], [7:0-3-0,Edgel, [9:0-6-7,Edge]
LOADING(ps SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.2614-16 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.6014-16 >795 240
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.19 9 n/a n/a
BCDL 10.0 Code FBC20171TPI20114 Matrix -MS Wind(LL) 0.31 14-16 >999 240 Weight: 210 lb FT = 10%
LIJIMBER-
TOP CHORD 2x4 SP M 30 *Except*
T3: 2x4 SP No.2, T1: 2x4 SP 240OF 2.OE
BOT CHORD 2x4 SP M 30 *Except*
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP No.2 2-0-0
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 4-6-1 oc bracing.
WEBS
1 Row at midpt
4-14, 5-13, 7-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1660/0-3-8 (min.0-1-15)
9 1660/0-3-8 (min.0-1-15)
Max Horz
2 1 34(LC 17)
Max Uplift
2 464(LC 12)
9 464(LC 13)
Max Grav
2 1660(LC 1)
9 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-575/0, 3-4=-2974/2094,
4-5=-2342/1743, 5-6=-2079/1720,
6-7=-2343/1743, 7-8=-2974/2094,
8-9=-575/0
BOTCHORD
2-16=-1727/2655, 15-16=-1727/2655,
14-15=-1 727/2655, 14-25=-1 148/2079,
13-25=-1 148/2079, 12-13=-1 730/2655,
11-12=-1730/2655, 9-11=-1731/2654
BOTCHORD
2-16=-1727/2655, 15-16=-1727/2655,
14-15=-1727/2655, 14-25=-1 148/2079,
13-25=-1 148/2079, 12-13=-1 730/2655,
11 - 1 2=-1 730/2655, 9-11 =-1 731/2654
WEBS
4-16=0/295, 4-14=-689/656,
5-14=-235/502, 6-13=-234/502,
7-13=-688/656, 7-11 =0/295
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;
at. ; 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 lurces & MWIFIRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 464 lb uplift at
joint 2 and 464 lb uplift at joint 9.
LOAD CASE(S)
Standard
Anthony T. Tombo H!, PE
r 80083
4451 St. Lucie Blvd,
All rool rrq—' —, dedi.111 I Fort Pierce, FL 34946
Who.yT.T.robollLP.I. lititforludion of this doinment, in itay form, is probibded without the wtiflem iltmission hom A-1 Roof lrvsses AtithortyLlomholl1j.f. Zt
Job Tru s Truss Type Qty Ply HOMES/ ESTERO BAYv2 I
WRCEB2MM A07 Hip 2 1
RYAN
A0031198
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:21 2018 Page , I
ID:zRSREVFepZFZ—OLY7U9jlztnLF-D7GYkOk2kl_6oZWJXNhpVPmwyJAymg2dTNSPpC-AgFC
0 0 6- 12 -3 19010 j2l 01 27-2-13 33 5 8 40-00 41-00
0 6_t88
1
6_
9
1
6-2-13 1 6-N116__ 3 2__
5x10 11
5.00 [1-2
5x6 =
5x6 =
Zu 1 Z
18 17
au it) 10
4x6
3x4 —
3x4 = 3x4 3x4 5x10 11
4x6
N 96 5 40-0-021VV10-5-11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.3715-17 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.6915-17 693 240
BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.18 13 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.35 18-20 999 240
LUMBER -
TOP CHORD 2x4 SP N0.2 *Except*
TI: 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except*
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP N0.2 2-0-0
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 6-18,9-17
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1660/0-3-8 (min. 0-1-15)
13 1660/0-3-8 (min. 0-1-15)
Max Horz
2 148(LC 16)
Max Uplift
2 481(LC 12)
13 481(LC 13)
Max Grav
2 1660(LC 1)
13 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-652/0, 3-4=-2961/2163,
4-5=-2748/1999, 5-6=-2708/2018,
6-7=-2135/1699, 7-8=-1901/1649,
8-9=-2135/1699, 9-10=-2708/2018,
10-1 1=-2748/1999,11-12=-2961/2163,
12-13=-652/0
BOTCHORD
2-20=-1802/2641, 19-20=-1498/2399,
19-29=-1498/2399, 18-29=-1498/2399,
BOTCHORD
2-20=-1802/2641, 19-20=-1498/2399,
19-29=-1498/2399, 18-29=-1498/2399,
17-18=-1014/1901, 17-30=-1500/2399,
16-30=-1500/2399, 15-16=-1500/2399,
13-15=-1807/2641
WEBS
4-20=-209/350, 6-20=-90/397,
6-18=-740/670, 7-18=-417/578,
8-17=-417/578, 9-17=-740/670,
9-15=-90/397, 11-15=-209/350
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
in : 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) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 481 lb uplift at
joint 2 and 481 lb uplift at joint 13.
LOAD CASE(S)
Standard
PLATES
MT20
Dead Load Dell. = 5/16 in
TT 14
C,
GRIP
244/190
Weight: 219 lb FT = 10%
torvidr ft p loiw's Ni N! I'm lo hro.yl, I.E. tol—
ks,Er- Duip 5;rn,Oio,Speiht soil ion! IUD 0 or polossital 4ra, lisp ON .%,Nss inilml nor TDO .1y.,* T1,I. Anthony T. Tombo 111, P.E. d 0 iis T Isi %! in lodfiq i, fit hi, 11D Otto T 'o' J'JnDqkAl4 q sirl; b. In ros'av olnt' if Z 30083
F EoprO .1 hors 0-d."ru. -'i
All is ddid r, 1111, 4451 St. Lucie Blvd.
Imodso III, PA. Repfooludion oftl4isslocument,in oil form, is prohibited willicultht written pefmissionhomAd RoofTrusses WWII, Tombill,irl.
Fort Pierce, FL 34946
Job Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031199
WRCEB2MM A08 Common 1 1
Job Reference (optional)
Al. Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Phnt. 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:22 2018 Page 1
ID:zRSREVFepZFZ OLY7U9jWnLF-hKpwxMigU36zPj5W55C22dJ4RjYtVATmilCzLezAgFB
HO 6&-8 1 2_3 1
211-1-1 1 2-133 ff l 10-0-0 41-00
0_ 6_6_8 6_ 11 -o7-2-13 _1 6-6-8
5x6 =
5.00 R-2
10 11 Z'
16
10 10 14
5x10 11
4x6
3x8
3x4 —
3x4 — 4x6 =
19--! 1 i 20-0-0 29-6-6 40-0-0
10-5-11 9-6-6 9_'_' 10-5-11
Plate Offsets (X,Y)-- [2:0-6-7,Edge], [12:0-6-7,Edqel
LOADING (psf) SPACING- 2;0 1CS. DEFL. in (loc) I/defi L/d
TCLL 20.0 Plate Grip DOL
O
5 TC 0.91 Vert(LL) 0.3516-18 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.6716-18 718 240
BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.17 12 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.35 16-18 999 240
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T1: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP No.2 2-0-0
BRACING-
TOPCHORD
Stnictural wood sheathing directly applied or 2-2-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 5-2-14 oc bracing.
WEBS
1 Row at midpt
7-16, 8-16, 6-16
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. Ib/size)
2 1660/0-3-8 (min. 0-1-15)
12 1660/0-3-8 (min. 0-1-15)
Max Horz
2 156(LC 12)
Max Uplift
2 488(LC 12)
12 488(LC 13)
Max Grav
2 1660(LC 1)
12 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (1b) or less except
when shown.
TOPCHORD
2-3=-654/0, 3-4=-2959/2172,
4-5=-2749/2011, 5-6=-2712/2032,
6-7=-2080/1663, 7-8=-2080/1663,
8-9=-2712/2032, 9-10=-2749/201 1,
10-1 1=-2959/2172, 11-12=-654/0
BOTCHORD
2-18=-1 809/2639, 17-18=-1 518/2404,
17-27=-1518/2404,16-27=-1518/2404,
16-28=-1520/2404,15-28=-1520/2404,
BOTCHORD
2-18=-1 809/2639, 17-18=-1 518/2404,
17-27=-1518/2404,16-27=-1518/2404,
16-28=-1 520/2404, 15-28=-1 520/2404,
14-15=-1520/2404, 12-14=-1814/2639
WEBS
7-16=-835/1150, 8-16=-7651719,
8-14=-80/398, 10-14=-211/338,
6-16=-765/719, 6-18=-80/398,
4-18=-211/338
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
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) 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, with BCDL
1 O.Opsf.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 488 lb uplift at
joint 2 and 488 lb uplift at joint 12.
LOAD CASE(S)
Standard
Dead Load Defl. = 5/16 in
13
500 11
PLATES GRIP
MT20 244/190
Weight:209lb FT=10%
W.." Me. twattly I I 13F Fill SEW 'Mr, Will TIN 104 Nfllkis 0MR, to-I't 'rXIM—ENAN7 In. T'r`h friurt '—d .1viNss I T.i' K!, 11oll's awm dda,ttku 0,47
d t "M s out 41 M 1, l. '44, 4! . T... hup Egi— iu, E.Pil Its .0 TDO!'p-1, " —t— 9 rw pits"Imul oirleeri" n'W'didof * a, Asir 0 ik q, rl'ss bfin-d . It, TDO .11: ak IN ik blip ri-pur.. I.W.; u.n., intfilty Anthony T. Tornbo 11T, P.E.
T111:1 lit'r r Wfap ON Mu" fie, 0-64unwi lipli., the Win, mWO N IX,% ll' nulth buli U d Kl re ppml 01h, TDD 14 ,, full 0 ut irrs.w1wlt 4,4110l., no 4.0" sisill " lile 80083
4451 St. Lucie Blvd.
Fort Pierce, FL 34946
opylriffluC'2016A lkooffilisses Asthulryl.lorl Reprodudion of this goturnent, in out, form, is prohibited without the written irtunksion floor A-1 foof Trusses - Anthony T. Tombo 111, Irf. Zt ",
Job sS' Truss Type Qty Ply N HOMES / ESTERO BAY v2
WRCEB2MM TTruAl 513 Roof Special Girder 1 1
RYA
A0031200
I
Job Reference (optional)
At Root Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:23 2018 Pagell
ID-zRSREVFepZFZ OLY7U9jlztnLF-9WNJ9illFMEqltgifoiHaqsEl7voEVjwxhxWu5eAgFA
O 3 266 21184 10120-8-12 1 3:3-:0 0
1 25-4- 21 40-0-0 11-of0166 __
1_ 4 1 41--03 1 13 7-0-12 _4_12 4-7-4 1-0-0HOO NO-4
5. 00 FI-2
8x8 11
5x6 11
2x4 11
21 -- 19 18 — -- 17 — -- — 15
7x10 MT20HS— 3x6 11 4x12 =
6x8 = 4x6 5x10 MT20HS--
20-8-12
7-0-12
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TIC 1.00 Vert(LL) 0.59 18 819 360
TCDL 10:00 Lumber DOL 1.25 BC 0.73 Vert(CT) 1.16 18 414 240
BCLL 0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.20 13 n/a n/a
BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Wind(LL) 0.61 18 792 240
LUMBER-
TOPCHORD 2x4 SP 240OF 2.OE *Except*
T2: 2x4 SP No.2
T3,T4: 2x6 SP 240OF 2.OE
BOTCHORD 2x6 SIP 240OF 2.OE
WEBS 2x4 SP No.3 *Except*
W2,W3,W6:2x4 SP No.2
SLIDER
Left 2x6 SP No.2 3-0-0,
Right 2x6 SP No.2 3-0-0
BRACING-
TOPCHORD
Staructural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 5-10-12 oc bracing.
WEBS
1 Row at midpt 6-21,7-17
2 Rows at 113 pts 7-19
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 2739/0-3-8 (min. 0-24)
13 3468/0-3-8 (min. 0-2-14)
Max Florz
2 84(LC 9)
Max Uplift
2 703(LC 5)
13 992(LC 9)
Max Grav
2 2739(LC 1)
13 3468(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1957/366, 3-4=-5362/1480,
4-5=-5297/1486, 5-6=-5301/1485,
6-7=-8681/2466,7-30=-10128/2801,
30-31=-10128/2801, 8-31=-10128/2801,
8-9=-1012812801, 9-32=-10132/2803,
32-33=-10129/2803, 10-33=-10127/2803,
10-11=-6926/1956,11-12=-6740/1919,
12-13=-2145/599
TOPCHORD
2-3=-1957/366, 3-4=-5362/1480,
4-5=-5297/1486, 5-6=-5301/1485,
6-7=-8681/2466, 7-30=-10128/2801,
30-31=-10128/2801, 8-31=-10128/2801,
8-9=-1 012812801, 9-32=-1 0132/2803,
32-33=-10129/2803, 10-33=-10127/2803,
10-11=-6926/1956,11-12=-6740/1919,
12-13=-2145/599
BOTCHORD
2-21 =-1 245/4842, 20-21 =-2293/861 0,
19-20=-2293/8610, 18-19=-3138/11550,
18-34=-3138/11550, 34-35=-3138/11550,
17-35=-3138/11550, 16-17=-1696/6454,
16-36=-1696/6454, 36-37=-1696/6454,
15-37=-1696/6454, 13-15=-1641/6027
WEB
4-21 =-1 59/327, 5-21 =-1 006/3733,
6-21=-5322/1592, 7-19=-3293/917,
7-18=-349/1544, 7-17=-1612/565,
9-17=-882/392, 10-17=-1101/4208,
11-15=-132/627, 6-19=-406/1628
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult= I 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
3) Provi e adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 703 lb uplift at
joint 2 and 992 lb uplift at joint 13.
Dead Load Defl. = 9/16 in
4
4X4
6x12
400-0
7---O
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight:262lb FT=10%
8) Flanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 163
lb down and 74 lb up at 22-11-4, 163 lb down and 74
lb up at 24-11-4, 159 lb down and 88 lb up at 26-11-4
159 lb down and 88 lb up at 28-11-4, and 159 lb
down and 88 lb up at 30-11-4, and 300 lb down and
210 lb up at 33-0-0 on top chord, and 1410 lb down
and 472 lb up at 20-8-12, 88 lb down at 22-11-4, 88
lb down at 24-11-4, 84 lb down at 26-11-4, 84 lb
down at 28-11-4, and 84 lb down at 30-11-4, and 343
lb down and 107 lb up at 32-11-4 on bottom chord.
The design/selection of such connection device(s) is
the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-60, 5-6=-60, 6-1 0=-60, 10-14=-60,
22-26=-20
Concentrated Loads (lb)
Vert: 1 0=-203(B) 18=-1 41 O(B) 9=-1 19(B) 17=-62(B)
15=-343(B) 30=-123(B) 31=-123(B) 32=-1 19(B)
33=-1 19(8) 34=-70(B) 35=-70(B) 36=-62(B)
37=-62(B)
r, GIN 44" Roks & OrM I US US13M.Nir1*11 M I CM DSAIEN-1 lu, V,rdy Inat F.mxd, W ,A A,,. Ns It"s ),!;F N.tj lT[TV; cm N xek.j 1, h" '1, M, adu — A. ,4r, — W!, o", , ti, Tall. .1
15
Anftny T. Tombo III, P.E. Z -R 9—. ak Wlaq Dwp.!, . ft -M,t 4 Iv WL Aml k Wri b4m? -1h ati Int 1, a lk, TDO W M Irdi - 0 S, Ti— *1,64 W14 m:q', mnlidimi'd k-01; st 14 0s'.16ilay
Urntwro'. ' z: 80083
il Iffiq i1el 101. .41i IhT,- `0.fqn., Is ICTIm, Win? ouiVer, . Ir.5, sysTin '411-1 ony 111611 All o4dolaWers, .11. id.d M?l 1,
p b— M rr,i M-f".. ri
4451 St. Lucie Blvd.
1. Tombo 111, F.f. Reploduclio. of thn Jolumern"iff any form, is prohibited withoid tat written permission from A-1 Roof Tirosses AnthmiyT.TomblI1,1`1
Fort Pierce, FL 34946
Job I Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
WRCEB2MM B05G Hip Girder 1 1
A0031201
Job Reference (optional)
AN Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
1-0-01 5-0-0 5-4-0
Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:24 2018 Page 1
ID:zRSREVFepZFZ — OLY7U9jlztnLF-dixhM2mwOgMhfOEuCWEV,172ORfWEVz4l39Lh3QXzAgF9
15-8-0 20-8-0
Dead Load Defl. = 1/8 in
4x10 11 1.5x4 11 5X8 — 1.5x4 11
400 ..
LOADING (ps SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.14 9-10 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.3010-11 839 240
BCLL 0.0 Rep Stress Incr NO WEI 0.42 Horz(CT) 0.07 8 n/a n/a
BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Wind(LL) 0.12 10 999 240
LUMBER -
TOP CHORD 2x4 SIP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-0-0,
Right 2x6 SP No2 2-0-0
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-4-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8 1318/Mechanical
2 1381/0-3-8 (min. 0-1-10)
Max Horz
2 53(LC 8)
Max Uplift
8 281 (LC 9)
2 318(LC 4)
Max Grav
8 1318(LC 1)
2 1381(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-382/55, 3-4=-2339/499,
4-20=-3025/648, 20-21 =-3025/648,
5-21 =-3025/648, 5-22=-30251648,
22-23=-3025/648, 6-23=-3025/648,
6-7=-2346/498, 7-8=-424/63
BOTCHORD
2-11 =-402/2082, 11-24=-396/2087,
24-25=-396/2087, 10-25=-396/2087,
10-26=-396/2095, 26-27=-396/2095,
9-27=-396/2095, 8-9=-402/2090
WEBS
4-11 =0/251, 4-1 0=-203/1093,
WEBS
4-11 =0/251, 4-1 0=-203/1093,
5-10=-646/270, 6-10=-199/1088,
6-9=0/252
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);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) 1 his 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 281 lb uplift at
joint 8 and 318 lb uplift at joint 2.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 202
lb down and 182 lb up at 5-0-0, 64 lb down and 56 lb
up at 7-0-12, 64 lb down and 56 lb up at 9-0-12, 64 lb
down and 56 lb up at 10-4-0, 64 lb down and 56 lb up
at 11-7-4, and 64 lb down and 56. lb up at 13-7-4, and
202 lb down and 182 lb up at 15-8-0 on top chord,
and 113 lb down at 5-0-0, 48 lb down at 7-0-12, 48 lb
down at 9-0-12, 48 lb down at 10-4-0, 48 lb down at
11 -7-4, and 48 lb down at 13-7-4, and 113 lb down at
15-7-4 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber lncrease=1.25
Plate Increase=1.25
PLATES GRIP
MT20 244/190
Weight:101lb FT=10%
Standard
Uniform Loads (plo
Vert: 1-4=-60, 4-6=-60, 6-8=-60, 12-16=-20
Concentrated Loads (lb)
Vert: 4=-155(B) 6=-155(B) I 1=-91(B) 10=-34(B)
5=-64(B) 9=-91 (B) 20=-64(B) 21 =-64(B) 22=-64(B)
23=-64(B) 24=-34(8) 25=-34(B) 26=-34(B)
27=-34(B)
Opil WT 1-1, TLq,,,40-.b0' W.1h6i 0 M, h',' w m; itleiv. W h.q lull h Mt
Anthony T. Tombo 111, RE
4 $; lml %, 'f t.4:4 414.9 ? 0 80083
111 .41 W 10 . t" IN .0, P"I", W I"W" 0 1h bAk" Sfiff W-"frir! 0;'ui t TH SO —&—i 1 r 1-1 rii— Iq 1401— A, w 4451 i Lude 81A.
For- Pierce., -L 34946
tilyfighl C 2016 A I Real Imses Aebarty 1. Tom6a Ili, U. Repodoi.. of lhis dofmlll iony lurl'is P1.1libil'i clhal Ih -Ilea Femissio. ftm A I hol lm'! AAny 1, Imbo 111, P1Zh '
Job Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
WRCEB2MM B06 Hip 1 1 A0031202
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:25 2018 Pag 1
ID:zRSREVFepZFZ—OLY7U9jlztnLF-5vV3ZNnYn_UYGAp4mDllgFxeVwcJir-aDO?QdyzzAgF8
7-0-0 13-8-0 20-8-0
7-0-0 6-8-0 7-0-0
U10 11
0-0
4x6 =
3x4 =
6-8-0
4x6 =
1.5A 11
Dead Load Defl. = 1/16 in
300 11
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 0.73 Vert(LL) 0.31 8-13 792 360 MT20 244/190
TCDL Lumber DOL 1.25 BC 0.66 Vert(CT) 0.37 8-13 676 240
BCLL 00 Rep Stress Incr YES we 0.09 Horz(CT) 0-09 7 n/a n1a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.19 8-13 999 240 Weight: 82 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 1-6-0,
Right 2x6 SP No.2 1-6-0
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-7-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 6-11-13 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 825/Mechanical
2 888/0-3-8 (min. 0-1-8)
Max Horz
2 68(LC 12)
Max Uplift
7 207(LC 13)
2 251 (LC 8)
Max Grav
7 825(LC 1)
2 888(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-356/0, 34=-1310/893,
4-5=-1 144/903, 5-6=-1 310/892,
6-7=-377iO
BOTCHORD
2-10=-681/1139, 9-10=-678/1144,
8-9=-678/1144, 7-8=-68111139
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) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 207 lb uplift at
joint 7 and 251 lb uplift at joint 2.
LOAD CASE(S)
Standard
Anthony T. Tonibo 11, P.E.
A .h; Suit), M, 0, 80083NNI&I ps'ip" W "W'm
14-.40wit. 44 51 Lude 81A.
Fo-'Piere, I-L 34946
apyright C- 20M A I Roof Times ArAny T, Imb, III, P1. Iltpoktion 01 this dcuwa inny [—Js pichibited :Ihuf lh ou Felmissio. I'm A 11.01 homs Afllbopy 1. Imbo IlIr PJ.
Job 1% Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031203
WRCEB2MM B07 Hip 1 1
Job Reference (optional)
At RoofTrusses, Fort Pierce, FL 34946, design@a 1 truss. com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:25 2018 Page 1
ID:zRSREVFepZFZ OLY7U9jlztnLF-5vV3ZNnYn-UYGAp4mDllgFxgnwcziclDO?QdyzzAgF8
9-0-0 1 8 0 1 20-8-0 111-00i L _; 1 - 9-0-0 2- 9-0-0
4x6 z
4x6 :z
3x8 11 1.5x4 11 4x4 = 1.5x4 11 . 3x8 11
11-8-0 20-8-0
LOADING (ps, SPACING- 2-0-0 CS1. DEFL. in loc) I/defi L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.29 8-13 844 360
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.43 8-13 572 240
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.07 2 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.24 8-13 999 240
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 2x6 SP No.2 1-6-0,
Right 2x6 SP No.2 1-6-0
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-3-6 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 6-7-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer
REACTIONS. (lb/size)
7 825/Mechanical
2 888/0-3-8 (min. 0-1-8)
Max Horz
2 83(LC 12)
Max Uplift
7 226(LC 13)
2 255(LC 12)
Max Grav
7 825(LC 1)
2 888(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-534/0, 3-4=-1 215/850,
4-5=-1038/894, 5-6=-1215/850,
6-7=-512/0
BOTCHORD
2-1 0=-606/1033, 9-1 0=-606/1038,
8-9=-606/1038, 7-8=-606/1033
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) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
tom chord and any other members, with BCDL
10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 226 lb uplift at
joint 7 and 255 lb uplift at joint 2.
LOAD CASE(S)
Standard
Dead Load Defl. = 1/8 in
6
PLATES GRIP
MT20 244/190
Weight: 85 lb FT = 10%
Ag IN. .1ywwqflm'. a, t0f UJ5[S Sf rl, `Ebt, 7-R4.5 I 'OSO.T' rOVS (V' STOM Mr, I (00CM-NISm. THI, k-.? wmewr w r W War . r., T"'s kvp Dl-; f'-.0W d Iv T. I..k 117, N. hf"- aw W. , m. iliti eso
ml km np (i " spess, .Mr.! M to . y 1 my- Wrhi"04 A,, Ist Itirp adol moiso Anthony T. Tombo Ili, P.E.
wl?OmIT 1491 0 0 da, 145 W .' hdi-I u I ;,.Wq What ft", aw wias"M ot 0 80083
6. W.1 0.0p. W'wm All ' "I W . N IN d k a. Wcq (..W. 50-al W... %U pahai by IN w Ws J-d frii., V41 40- W 4 0 " Nis N-. TI at p 50. C." W' 4451 L.de Blvd.
Fort Pier(e., PL 34946ZiUpTiqhl02016AIPoolhuisesAmhany1. lamba III, F1. Irpiodurtion of this doturtint in any fgat'is pfolobittri W.1hout the Wfiveff Felasissior. from A I loaf I'"m Wheat, 1. Torah III, Is.f.
rus'. Truss Type Qty RYAN HOMES/ ESTERO BAY V2
MM C01 Monopitch 9
PIY
1
A0031204
I-h Rpfprence (optional)
Ai Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run., 8-120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:26 2018 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-Z53RnjoAYHcPuKOHKwH—CTUq7KydR4lMdfAAUQzAgF7
1-01 5-10-8
10 5-10-8
0
1.5x4 11
U4 = 1.5x4 11
Dead Load Dell. = 1/16 in
1 5-10-8
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defi Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.21 4-7 327 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.11 4-7 623 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 23 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-10-8 oc
purlins, 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.
REACTIONS. (lb/size)
4 224/Mechanical
2 294/0-8-0 (min. 0-1-8)
Max Horz
2 118(LC 12)
Max Uplift
4 130(LC 8)
2 149(LC 8)
Max Grav
4 224(LC 1)
2 294(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
3-4=-149/263
NOTES-
1) 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; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces 8, MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 130 lb uplift at
joint 4 and 149 lb uplift at joint 2.
LOAD CASE(S)
Standard
Zt "
I I 111 aviv Tim& opinichsosuit,
4! 0. Drop ,Spdaly m Topupe"'g- orrermt aft, f?sfruAldr an Mpin W sn%kif,ss OM!d itit IN arr, Wei T.-1 Anthony T. T—,r-:Ibo HT, P.E.
W,d. kW 4 ;% qr. wolld", urn k"k aal t. 0
z 30083
4451 St. Lucie Blvd.
Relfforludion of fitis J.,ourfral, in any fork is Prohibited witficuttht written pumissionhort A-] Roof Trusses Apthonyl.lombollij.f.
Fort Dierce, FL 34946
Job I Tru s Truss Type Qty Ply RYAN HOMES] ESTERO BAY V2
WRCEB2MM C01GE Monopitch Supported Gable 1 1
A0031205
Job Reference (optional)
AN Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:27 2018 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-2Hdp_3poJbkGWUzTueoDlgO83kRiAVVWrJvk1 s7AgF6
j'-
0-00 5-10-8
0- 5-10-8
1.5x4 11
5
8 7 6
2x4 1.5x4 11 1.5x4 11 1.5A 11
LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 20. 0 PIEate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 1 n/r 90
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 1 n/r 80
BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-10-8 oc
purlins, 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
REACTIONS. All bearings 5-10-8.
lb) - Max Horz
2= 11 8(LC 12)
Max Uplift
All uplift 100 lb or less atjoint(s) 6,
2,7,8
Max Grav
All reactions 250 lb or less at joint(s)
6,2,7,8
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTIES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 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;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSIfTPl 1.
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 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) 6, 2, 7, 8.
8) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 26 lb FT = 10%
V.," N1, A-pl, :'A. th 'A ': 10 116SES U-491i Iftyc I ';PXltTlX MIN 1 tuffil: Wfy A an m'em m 'm Wm ti M14, N-1 JW .1 N, Af1m, T Imn HL I L 1,11e- ',hel tol., i!. 0.. ,li onla . N IN, ply
AT'k -1. plo" 'hwl 4t''t th 4 l' oii k 1?'! i-o", 5'-.' 51;-;' n, 'W l, on -Faau 0 P'f'as- '4-4 W on' d"g, 9 n'. qh jqnw It-M W!, nok RI 1, N fi'p ka" "!w, S ild,, Xqthony T. Tombo Ili, RE,
80083
14.1 4451 Lude 01A. Zt (opytight 2016 A I Roof basses Anthony 1. kanhe III, H. lepooduction ofN5 dofumtnt, in any lwat:5 ptollibited nhod the --alen pelmission [to. A I bal fio-ms
Fo' Pjeie, FL 34946
Job Truss Truss Type QtY PlY HOMES/ ESTERO BAYv2
I
A0031206
WRCEB2MM C05E Common Girder 1
RYAN
Job Reference (optional)
Al Roof Trusses, Fort Pierce, F1 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8-120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:27 2018 Page 1
ID:zRSREVFepZFZ—OLY7U9jlztnLF-2Hdp_3poJbkGWUzTueoDlgO8ukRNAX?VrJvkls*zAgF6
6-8-0 13-3-4
1-0-. 6-8-0 6-7-4
6
3x8 11
4x4 =
13-3-4
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 0.10 Vert(LL) 0.00 1 n/r 90 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 1 n/r 80
BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 9 n/a n/a
BCDL 10.0 Code FBC2017/TP[2014 Matrix-R Weight: 60 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 13-3-4.
lb) - Max Horz
15= 67(LC 8)
Max Uplift
All uplift 100 lb or less at joint(s) 9,
13, 11 except 15=-1 66(LC 4), 14=-1 02(LC
8), 1 0=-1 03(LC 9)
Max Grav
All reactions 250 lb or less at joint(s)
9, 12, 13, 14, 11, 10 except
15=537(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOPCHORD
2-15=-512/178
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; VuIt=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 ; 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
ANSIITPI 1.
4) All plates are 1 5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing,
6) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
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 2-0-0 wide will fit between the
bottom chord and any other members.
10) Pro ide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 9, 13, 11 except Ot=lb) 15=166, 14=102,
10=103.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 406
lb down and 133 lb up at 0-1-12 on top chord. The
design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber lncrease=1.25
Plate lncrease=1.25
Uniforrn Loads (plo
Vert: 1-2=-60, 2-5=-60, 5-8=-60, 9-15=-20
Concentrated Loads (lb)
Vert: 2=-355
Kof WSSESCSH r RE t!"W.WMM K, 0,00, TO My
Anthony T. Tanito Ili, P.E,
80083
4451 t. Lude 131A,
re, - 34946FortPierrL
apy!igbIZ) 20116AIReullmses
Job Truss Qty Ply RYAN HOMES / ESTERO BAY V2
A0031207
WRCEB2MM Cil Corner Jack 9 1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:28 2018 Page I
ID:zRSREVFepZFZ OLY7U9ilztnLF-WUBCCPpR4vs78eYfRLJSHuZIR8nxv of4zfHZIzAgF5
l'--00-00 90-1111 -it it
3x8 11
i On- 1, 1, - I I
LOADING (ps SPACING- 2-0-0 CS1. DEFL. in loc) I/def! L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP[2014 Matrix -MR
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins, 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.
REACTIONS. (Ity/size)
5 150/0-3-8 (min. 0-1-8)
3 12/Mechanical
4 3/Mechanical
Max Hor-2
5 43(LC 9)
Max Uplift
5 81 (LC 8)
3 12(LC 1
4 6(LC 9)
Max Grav
5 150(LC 1)
3 11 (LC 8)
4 12(LC 3)
FORCES. (1b)
Max. Comp./Max. Ten. - All forces 250 (1b) 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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 3, 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 10%
41
Viiirm" V5B,VL1Er1 OHL Tim& UNCic-MAW Ne.
Ai , 7- h,p 40— ke Sprillf! 1 Im n tay IDD rq—d, c ..vt— 0 m Anthony T. Tombo 111, P.E.
r 80083
451 St. Lucie Blvd.
Fort Pierce, FL 34946
WlinyT. Tomba III, P.E. Reitiodudion Df this ilocumni, in any tarn, is prohibited witheut the witten pefaiissiofl tiom A-] R.nf Tiesses - Antisnny 1. Ininho III, P.I.
Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2
WRCEB2MM CJ1B CORNERJACK 1 1 A0031208
Job Reference (optional)
1 Roof Trusses, For[ Pierce, FL 34946, ciesign Ca)al truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:29 2018 Page"I
ID:zRSREVFepZFZ—OLY7U9j]ztnLF-_gkaPlq3rC—lo7s?3qhq55VlX77eR2oJdOq5kzAgF4
0-9-11
0-9-11
5-oo F1-2
2
1.5A 11
1
T1
1
BI
4 3
1.5x4 11
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in floc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 4 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 4 999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MR Weight: 3 lb FT = 10%
LLIMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 0-9-11 oc
purlins, 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 , 'n
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 26/0-1-8 (min. 0-1-8)
2 19/Mechanical
3 7/Mechanical
Max Horz
4 30(LC 9)
Max Uplift
4 1(LC 10)
2 19(LC 12)
3 9(LC 9)
Max Grav
4 26(LC 1)
2 19(LC 1)
3 13(LC 10)
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)
Vasc1=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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, 2, 3.
LOAD CASE(S)
Standard
1*11r V 13'r PUBB t'SRIEr, O'N. TERMS & O WIW OtTuPWOW" ) WUr FD;*N7. I., Y,: onsip p-14'r I W 1,,'I IA' - Ns Nis 5,w 3—n T[V, Ire N Aek.r T. bnn H,
A Is, OrI r T LIT, Anthony T. Tombo P.E.
80083
4451 St. Lucie Blvd.
Anthuyl. P.I. RCPr.dUdi0u D11111S 1100.111ent, in giy form, is pr.hilriied withoui the witfen peruni,ion florn A I Roof Trusses Apthenyl. Lembo 111, 1`1
Fort Pierce, FL 34946Zt
Job 11
Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031209
WRCEB2MM CJ3 Corner Jack 9 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:30 2018 Page I
ID:zRSREVFepZFZ OLY7U9jlztnLF-Sslyd5rticW6rNxi2ZmLwNJecWxRhNuHyYH8OeBzAgF3
1-0-0 2-11-11
1-0-0 2-11-11
2-11-11
2-11-11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/def] L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.01 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MR Weight: 12 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-11-11 oc
pudins, 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.
REACTIONS. (lb/size)
5 194/0-3-8 (min. 0-1-8)
3 69/Mechanical
4 28/Mechanical
Max Horz
5 72(LC 9)
Max Uplift
5 68(LC 8)
3 60(LC 12)
Max Grav
5 194(LC 1)
3 69(LC 1)
4 51 (LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-5=-166/252
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 Extenor(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 3.
LOAD CASE(S)
Standard
MT -'w h. 'A I IN OIIJ SB(7L[Er, WARL TIM & IriuOMCNS (BI0K.1BL7;7r" gKNCWIF-1W1I I., Vrrilh fis,yi t-,Ws A lesi 19?1 . W NIS D'S.F N."I JIV. 4 N kekyl. T.' H. td.- %.! uifu" ti, Dori: th-M nod . Ar TOO, .!?
Mrs pitts 0Ar 4 isti or ret TH it It all, A s c Trms Desip hone'. li, sp:"ft! E.Y."', tt! "d .. aty TOD " ..pion," d Or I'simiod 'rr"n'! tsf."Wof lot N. 1wr, d N rou, Tf,s, Wintl ., th TDO .1!. , - dut TkL Tin 6, ji wing meu- mululky An hony T. Tornbo HT, P.E.
roil - d nh h"i St , Winq i, th 0 1, 9... b 0..", 'Alv'74 ;a c 1k. witin D'ipr' wod 0 N It(, or i1r i n, 1. 64",, rdt W TITI. 1, qp,.' 0 th, TOO W M figi ,, 0 ti, T—, .[,it. Win+ urstiDaft.. W hinum oull 4 1-, 80083
1 sc W, br Or TOD oul In P'na., out 0 th k1hut (.Mid S&I, W.-M.' XV, pkio,,, M W SIDA u,? rd—d fin I-sl pi— IN uiio. out 6-r, eA!T!.! Noon, Ims Ot!f b?.n .4 1- ..'ri 4451 St. Lucie Blvd.
Fort Pierce, FIL 34946
Rept.dudion of this jocument, in any Imor, is prohibited witli the witten permission from A -I Roof Trusses -Anthony 1. Tomlin 111, 1`1
Job Tru s Truss Type Qty Ply
WRCEB2MM CJ3B Corner Jack 1 J
RYANHOMES/ESTERCIBAYv2
A00312 10
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com
1.5x,
3x3 11
Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:30 2018 Page"I
ID:zRSREVFepZFZ-OLY7U9jlztnLF-Sslyd5rhcW6rNxi2ZmLwNJedhxRVNuHyYH80eBzAgF3
2-9-11
c
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in floc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.25 Vert(LL) 0.00 3-4 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.00 34 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.01 3-4 999 240 Weight: 10 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-9-11 oc
purlins, 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.
REACTIONS. (lb/size)
4 104/0-1-8 (min. 0-1-8)
2 73/Mechanical
3 31/Mechanical
Max Horz
4 60(LC 9)
Max Uplift
4 13(LC 12)
2 60(LC 12)
Max Grav
4 104(LC 1)
2 73(LC 1)
3 50(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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, 2.
LOAD CASE(S)
Standard
i. - 11 At .4 F i ;
41
V.6" tho, 1. % I IOU 10.0 51[07 91191t FRAS OP1106 f... Y'r W"'d A?,. hslml h:1 3-iR217N., 'k Ik k9k.f I, 1 4 11' 1.1 Ider., f od-r: aw'.m ftti ' If, TO
Anthony T. ToMbo P.E.
W O's 1 01" "r Wia Ok. 0-"'Awead W 1.161 B.pr' C-494 6, 111"'? ul d o' I'm i.*-rq rd, cat TM-1 Th qpW 0 14 711DW.,! W1 " dt'. '-" dM'! W411TI, svq'. mWon, M! N ,,, rspva:!:o r 80083
d- laim kf I dforl I. nhq ' Of pw.:,-Ihd Th I hiJudi'Th 1.
4451 St. Lucie Blvd.
Copyrighl 0 2016 A I loot figsses Aniho , Pyl.ToraboULF.f. Reporludion ofthil jocurnent, in cAybron, is prohibiled willueut the wtiven permission Tom A-] Roof Trusses Anthonfl.Tornhollij.i.
Fort Pierce, FL 34946
Job I Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031211
WRCEB2MM CJ5 Corner Jack 5 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:31 2018 Page 1
ID:zRSREVFepZFZ—OLY7U9jlztnLF-w3sKqRsJNqEi?5HE7Us9vWBkhLjU6LX5mwtxAdzAgF2
1Vo 4-11-11
1 0 4-11-11
300 11
III
LOADING (psq SPACING- 2-00 CS' DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1 5 TC 0.49 Vert(LL) 0.05 4-5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.05 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0-04 3 n/a n/a
BCDL 10.0 Code FBC20171TP12014 Matrix -MR
LIJIVIBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2X4 SP No.2
WEBS 2x6 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-11-11 oc
purlins, 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.
REACTIONS. (lb/size)
5 271/0-3-8 (min. 0-1-8)
3 124/Mechanical
4 54/Mechanical
Max Horz
5 106(LC 12)
Max Uplift
5 78(LC 8)
3 98(LC 12)
Max Grav
5 271(LC 1)
3 124(LC 1)
4 87(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-5=-231/346
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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 3.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 18 lb FT = 10%
I 13V 41 RN I im; Aur W. TOY !,.iqj1CiW & ld.f I T.WM
Anthony T. Tombo H1, P.E.
t 80083
rk1,'!*5";r'!'PoCX1',trs!. Ali ..Is w .: n,'TDD "0' pai'l U.Pm sew vf MW SKA viiifttindf. r .. 1pid- 4451 St. Lucie Blvd.
Fort Pierce, FL 34946
o,pyright Fj 2016 A-1 Roof losses - Andony T. Tombo 111, F.E. Repiodvaioi of ibis imumend, in oil form, is prohibhed whevi tht riffen permission hom AA Roof Trusses -Anthmny T, lomho III, P.E.
Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2 1
WRCEB2MM CJ5B Corner Jack 1 1
A0031212
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FIL 34946, design@al truss.com
3 x'
Run: 8.12U s Dec 11 2011 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:32 2018 Page 1
ID:zR8REVFepZFZ—OLY7U9jlztnLF-OFQilnsx87NYcFsRgBOOSkjvhl56ron?adUi3 AgFI
4-9-11
4-9-11
3x4
4-9-11
4-9-11
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.02 3-4 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.05 3-4 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 4 n/a n1a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MR Wind(LL) 0-03 3-4 999 240 Weight: 16 lb FT = 10%
LUIVIBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING'-
TOPCHORD
Structural wood sheathing directly applied or 4-9-11 oc
purlins, 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.
REACTIONS. (lb/size)
4 184/0-1-8 (min. 0-1-8)
2 128/Mechanir-al
3 56/Mechanical
Max Horz
2 90(LC 9)
Max Uplift
4 80(LC 12)
2 59(LC 12)
Max Grav
4 184(LC 1)
2 128(LC 1)
3 88(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-4=-179/310
NOTES-
1) Wind: ASCE 7-10; Vu1t=1 50mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, 2.
LOAD CASE(S)
Standard
Y-W. A 1 nc rim I
Vsk c—,ill P.- Id! ti Ild I. ik UD Il k Wit 4, . 1— blip ['F_:1.!' sprOl! I'a—, 11 W " in! [Do "Putill, . ollit., d it, F Ammd I" 1mr. 9 N :.O N!, dapl-i . Ih TDD It. Ail IN Anthony T. Tombst H!, P.E. n, h.p Ild:n Mon.,
A.11 d*i I- ft,' M 1011i" il th it'Pullihilt iruw 3-0k Wir" OW X123f snith Wit Wlilrt M. l fil-1. Th 'p", el lk W Wa! till 's' 0tuT--jndq koid:4 l li" wtoldm W k". l"! 4 '. r 80083
A 451 St. Lucie Blvd.
Copyright C, 2016 A -I tool Imsts-AnIholy 1. lumbo 111, P1 Reptoducion of this dowaltill, in osIV lo,in, is pi.bilsided itheirt At wirilis peuniiiioo om A-1 Roof Irosses - Anthony 1. Tomb 111, F.f.
Fort Pierce, FL 34946Zt
Job Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V211
A0031213
WRCEB2MM D05E Monopitch Supported Gable 2 1
Job Reference (optional)
All Roof Trusses, Fort Pierce, FIL 34946, design@al truss.com
1-0-0
i
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:32 2018 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-OFQilnsx87NYcFsRgBOOSkj?Kl8lmHE?adUi3zAgF1
4-11-8
4-11-8
2x4 — 1.5x4 11 1.5x4 11
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud
TCLL 20. 0 ate Grip DOLPla 1.25 TC 0.12 Vert(LL) 0.00 1 n/r 90
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 80
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-11-8 oc
pudins, 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 ' rn
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 43/5-0-0 (min. 0-1-8)
2 169/5-0-0 (min. 0-1-8)
6 233/5-0-0 (min. 0-1-8)
Max Horz
2 11 3(LC 12)
Max Uplift
5 20(LC 12)
2 56(LC 8)
6 106(LC 12)
Max Grav
5 43(LC 1)
2 169(LC 1)
6 233(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-206/325
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) 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
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 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) 5, 2 except Ot=lb) 6= 106.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 21 lb FT = 10%
41
Wvq P.—mh.oij:,,k. ft'A im aassr,^SaEr, 094 TRW. U1rK0ITUjK1'tMIiI, WFI1I11K10WIIrWXrh,.. t, 5--.-irt 'I.M.U13, W!
SP4.., r. A F. t, A ithony T. Tombo III, RE
0 r. 1'., h, f t 1.4m Guw, It fm!wo It if III th W .9 1. led wf,4 m W Tlll 1. 480083
ejSKA-de-j! III I :1 .144.1 Ole T!,i'l "e, N1,P UP'. .111,!, Ie 4451 St. Lucie Blvd.
For' Pierce, PL 34946
Pytillkl 21116AIRtallmsts
Job --
jTru
s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
WRCEB2MM D06 Monopitch 10 1
AO031214
Job Reference (optional)
Roui i ru5tses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.121LI s Nov 12 2017 Print. 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:33 2018 Page"I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-sR 5F7tZvRVPEPQdEvvd-XG619P7aFlOEEM2E\t4zAgFO
1-0-0 4-11-8
1-0-0 4-11-8
9
2x4 - 1.5X4 11 4
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) Ildefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.02 5-8 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0.05 5-8 999 240
BCLL 0 0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Wind(LL) 0.05 5-8 999 240 Weight: 20 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No-3 LOAD CASE(S)
BRACING- Standard
TOPCHORD
Structural wood sheathing directly applied or 4-11-8 oc
purlins, 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.
REACTIONS. (lb/size)
5 190/Mechanical
2 259/0-8-0 (min. 0-1-8)
Max Horz
2 113(LC 12)
Max Uplift
5 84(LC 12)
2 79(LC 12)
Max Grav
5 190(LC 1)
2 259(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=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWIFIRS (envelope)
and C-C Extehor(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 2.
W, h 1, 1 f" IN TOO 1, k "I'L A! . 1- D'sip 1,0.. e, Spotlit by-r" oi stiel TDO!,p tsm, u 4 IN polml.0 's""killy ft, J.r
It! ", i be Ting W -9, one KI. Th qr s d A, TOO .4 Tell - 0 for T-. 4do. kA: A' 4 d*17.s,.,r,taiii,iiithfes,.ii layttl 0,411,lbee-",.i"i.7-1.lkttii.!D"il.r..IrWOOI lir Anthony T. Tombo H!, P.E.
ne 9,44. hq.! 're bo"!. A;; -, s'; -1 Ik TOO W Ike 111d'111 .1 pd.4- .1 th klint, 4inntn Wet,
4
fi., z 80083un. fing, pleh'kei f IM A SKA . ref -I In rn.0 ?J- IN k- 1 mp-i:InIs W N';., e '.k? I fhup, 1%s N,
41146;141tre-I.KodmTNI . 4451 St. Lucie Blvd.
III, P.f. Reprodudion of this tocnorent, in ..y form, is prohibited .4horn the .,itte. purnission hoor A-1 Roofirnss, - Anthony T. Tonito 111, P.f.
Fort Perce, FL 34946
Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
WRCEB2MM FG1C FLAT TRUSS 1 3 Job Reference (optional)
A0031215
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:34 2018 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-KeYTSSuBgldGsZ?pocQsX9pCV,lYeYJUFXSu6bny7AgF?
3-1-14 1 6-01 8-1 -3 1 lf8--9 1 11 71 121 20-6-8
3-1-14 0-2 3-1-14222_1
Dead Load Defl. = 7/16 in
3x3 11
4X4 = 4X4 =
4x6 = 3x3 11
14 6-0 12 8-19-22 8-1-3 11-8-5 11 8-6 71 20-6-811 123-1 4 _1 2_"_ 0-0-1 2-10-2 0-0-1 _' 13-12 1 3-1-14 -1
Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [9:0-3-0,0-1-12], [11:0-3-0,0-1-12], [17:0-3-0,0-1-121
LOADING (pso SPACING- 2-0-0 6SI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TIC 0.58 Vert(LL) -0.2714-15 >882 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.7414-15 >325 240
BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.08 10 n/a n/a
BCDL 10.0 Code FBC2017[TP[2014 Matrix -MS Wind(LL) 0.36 14-15 >661 240 Weight: 284 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP 240OF 2.OE
BOT CHORD 2x4 SP 240OF 2.OE
WEBS 2x4 SP No.2 *Except*
Wl: 2x6 SP No.2, W3: 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-9-13 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
18 4157/0-7-4 (min. 0-1-8)
10 4157/0-7-4 (min. 0-1-8)
Max Horz
18 42(LC 6)
Max Uplift
18 679(LC 4)
10 685(LC 5)
Max Grav
18 4157(LC 1)
10 4157(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-18=-3921/647,1-19=-9589/1244,
2-19=-9589/124,f, 2-3=-16111/2294,
3-20=-16111/2294,4-20=-16111/2294,
4-21 =-1 9511/2922, 5-21 =-1 9511/2922,
5-22=-1 9511/2922, 6-22=-1 9511/2922,
6-23=-19511/2922, 7-23=-19511/2922,
7-24=-16111/2288, 8-24=-16111/2288,
8-25=-9589/1235, 9-25=-9589/1235,
9-1 0=-3921/653
BOTCHORD
18-26=-76/567, 17-26=-76/567,
17-27=-1244/9589, 16-27=-1244/9589,
16-28=-2294/16111, 15-28=-2294/161 11,
15-29=-2922/19511, 29-30=-2922/1951 1,
14-30=-2922/19511, 14-31 =-2288/161 11,
13-31 =-2288/16111,.12-13=-1 235/9589,
12-32=-1235/9589, 11-32=-1235/9589,
11-33=-61/567,10-33=-61/567
WEBS
6,1 Wg4M l 7=-2978/31 1,
WEBS
1-1 7=-1 242/9555, 2-17=-2978/31 1,
2-16=-1 119/6929, 4-16=-2039/281,
4-15=-673/3612, 5-15=-880/86,
6-14=-880/86, 7-14=-674/3612,
7-13=-2039/282, 8-13=-1 119/6929,
8-11 =-2978/311, 9-11 =-1 243/9555
NOTES-
1) 3-ply truss to be connected together with 1 Od
0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at
0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
B), unless otherwise indicated.
3) 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
4) Provide adequate drainage to prevent water
ponding.
5) All plates are 5x6 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot=lb) 18=679, 10=685.
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.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 278
lb down and 254 lb up at 0-2-12, 145 lb down and 56
lb up at 1-0-0, 137 lb down and 33 lb up at 3-0-0, 211
lb down and 133 lb up at 5-0-0, 211 lb down and 133
lb up at 7-0-0, 211 lb down and 133 lb up at 9-0-0,
211 lb down and 133 lb up at 10-3-4, 211 lb down and
133 lb up at 11-6-8, 211 lb down and 133 lb up at
13-6-8, 211 lb down and 133 lb up at 15-6-8, 137 lb
down and 33 lb up at 17-6-8, and 145 lb down and 58
lb up at 19-6-8, and 278 lb down and 258 lb up at
20-3-12 on top chord, and 170 lb down and 104 lb up
at 2-0-0, 170 lb down and 104 lb up at 4-0-0, 170 lb
down and 104 lb up at 6-0-0, 170 lb down and 104 lb
up at 8-0-0, 170 lb down and 104 lb up at 10-0-0, 170
lb down and 104 lb up at 10-6-8, 170 lb down and 104
lb up at 12-6-8, 170 lb down and 104 lb up at 14-6-8,
and 170 lb down and 104 lb up at 16-6-8, and 170 lb
down and 104 lb up at 18-6-8 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
I Plate lncrease=1.00
Uniform Loads (plo
Vert: 1-9=- 180, 10-18=-20
Concentrated Loads (lb)
Vert: 1=-278 9=-278 2=-137 16=-170(B) 5=-211
6=-211 13=-170(B) 8=-1 37 19=-145 20=-211
21=-211 22=-211 23=-211 24=-211 25=-145
26=-1 70(B) 27=-1 70(B) 28=-1 70(B) 29=-1 70(B)
30=-1 70(B) 31 =-I 70(B) 32=-1 70(8) 33=-1 70(B)
2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plo
Vert: 1-9=-200,10-18=-20
Concentrated Loads (lb)
Vert: 1=-232 9=-232 2=-119 16=-147(B) 5=-184
6=-184 13=-147(B) 8=-1 19 19=-122 20=-184
21 =-1 84 22=-1 84 23=-1 84 24=-1 84 25=-1 22
26=-147(B) 27=-147(B) 28=-147(B) 29=-147(B)
30=-1 47(B) 31 =-1 47(B) 32=-1 47(B) 33=-1 47(B)
IM, n,15B SE1111% MEN TEN & (0011cis UsTam, WW', 011WDAW I.. y"lly fitin F—d W
101116 AS,T D,,,p ftp- (I ! SI,'j,ft! t! .I MD rq,-d, ., -pour, If it, ph"Mul q viq !,I tlfiq fir It, is,: ', 4 1!,!, j;;,1,4 . ih a .11 W. J,jF An" hony T. Tombo Tl, PE
W'. d ins I.— fit, ,, tmofiq is fit "sp-610! if ". 1—, lit It, 1.1tiq Onijut?: 0 1. M, dr? W i flu, 6,;1 Winri M, .1 TK-1. 11 if 4 It, TH AM bed o' rflu T.11, md4l! Wi1q. lnaq, 41%110111 rd irro:r lid! t. It! rl!1.0-141 0 80083
rktn44;0,vp-uaaft0-!, 0wooss—Isfit'IDDraltimpow .d ruld-.11h I.A., (.Psuon sr'q tnr.ea.;'KSC 04d It M WSKA 4451 St. Lucie Blvd.
Fort Pierce, FIL 34946
opyrifiIII02016Alkoothusses Anihoryl.h.bollLf.f. ReprDitudion of this domment, in any [arm, is probibiled wilkirl the wiinea permission hom A-] Roof Trusses - AothonvT, Torah III, P.I. ZE "
in" """"
Job Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY v2
WRCEB2MM FG1C FLAT TRUSS
1
1 3
AO031215
Job Reference (optional)
Al F<oot I russes, Fort Fierce, FIL 34946, design(a_)altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:34 2018 Page2
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-KeY-rSSuBgldGsZ?pocQsX9pCV4YeYJUFXSu6bn zAgF?
LOAD CASE(S)
Standard
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Pit. metal=0.90
Uniform Loads (plf)
Vert: 1-9=-1 80, 10-18=-20
Concentrated Loads (lb)
Vert: 1 =-96 9=-96 2=-64 16=-78(B) 5=-1 02 6=-1 02
13=-78(B) 8=-64 19=-53 20=-102 21=-102 22=-102
23=-1 02 24=-1 02 25=-53 26=-78(B) 27=-78(B)
28=-78(B) 29=-78(B) 30=-78(B) 31 =-78(B) 32=-78(B)
33=-78(B)
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
lnr-rease=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-9=-131, 10-18=-20
Horz: 1-18=31
Concentrated Loads (lb)
Vert: 1=159 9=162 2=20 16=70(B) 5=90 6=90
13=70(B) 8=20 19=36 20=90 21=90 22=90 23=90
24=90 25=37 26=70(B) 27=70(B) 28=70(B) 29=70(B)
30=70(B) 31=70(8) 32=70(B) 33=70(B)
16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=11.60
Uniform Loads (pif)
Vert: 1-9=-131, 10-18=-20
Florz: 1-18=-8
Concentrated Loads (lb)
Vert: 1=159 9=162 2=20 16=70(B) 5=90 6=90
13=70(B) 8=20 19=36 20=90 21 =90 22=90 23=90
24=90 25=37 26=70(B) 27=70(B) 28=70(B) 29=70(B)
30=70(B) 31 =70(B) 32=70(B) 33=70(B)
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plo
Vert: 1-9=-131, 10-18=-20
Horz: 1-18=24
Concentrated Loads (lb)
Vert: 1 = 159 9= 162 2=20 16=70(B) 5=90 6=90
13=70(B) 8=20 19=36 20=90 21 =90 22=90 23=90
24=90 25=37 26=70(B) 27=70(B) 28=70(B) 29=70(B)
30=70(B) 31 =70(B) 32=70(B) 33=70(B)
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate lncrease=1.60
Uniform Loads (plf)
Vert: 1-9=-131, 10-18=-20
Florz: 1-18=-5
Concentrated Loads (lb)
Vert: 1 = 159 9= 162 2=20 16=70(B) 5=90 6=90
13=70(B) 8=20 19=36 20=90 21=90 22=90 23=90
24=90 25=37 26=70(B) 27=70(B) 28=70(B) 29=70(B)
30=70(B) 31=70(B) 32=70(B) 33=70(B)
Or rIn5EV5fl1fr, 901; T11115 & 00ITKNS f(olcIVIDAW f... vurt, hup tranolert mi 'ol,hs . hsNu 5-mll mi to h5my 1, le", , I I. Iti.tto 9 9W 't joul u, to IDD.
610 'ro", It's AP a! net to to TH 11 k OA, 4! , I- Disup ftpat. ' p ! Smuff, ba—" 11 sul . any Tarnputor . arurpa- 9 to "o?"Wel nr he M.r. 0 to .Or Ns' or-1-1 to 6, TDID In. nor M-I To bvp I,U:q useraoi, sokilry Anthony T. Tornbo H. orl o' d * TMI for to wift! t, It, "'PWWAY 0 t-1 Nor. fe, 0—' lewn2d " r7 W 101ittf Dlsirol: -0 a to IK! I? K of ch tiu W*q.-O, ',a M J T..o q, I Ito 7DR uj , hol re f to oZiorna LAT; , 'vq, murttId'.. of W"al - to r'tpue' Ir .1
P.E.
a;!
2! 80083TMWNW11ncw. 1*1 W eo f0m V'ollrrl! Dltrp, Ttris),i I" Epre. ard 4,is
UIIQ;l lq'Ir.,,119.-4i,Tlll. 4451 St. Lucie Blvd.
I loaf Isrusses-Antfurroyl. TombollL F.I. Reproduction of1his document, in aflylorm, is prohibited without the written permission fiom A-] Roof Trusses Anthony T. Tonsfur Ill, F.I.
Fort Pierce, FIL 34946
Job Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031216
WRCEB2MM FL01E Floor Supported Gable 1 1
Job Reference (optional)
All Roof Trusses, Fort Pierce, Fl- 34946, design@altruss.com
O-A-8
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:35 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-pq6rgovqR217Tja?MJx54MLV8yAv292hhYr9JO7AgF_
O-A-8
U6 FP= 3x3 =
34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
3x6 FP—.. 3x3 —
19 18
Plate Ottsets (X,Y)--
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/clefl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 18 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 86 lb FT 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOTCHORD 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 10-0-0 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 19-3-4.
lb) - Max Uplift
All uplift 100 lb or less at joint(s)
18
Max Grav
All reactions 250 lb or less at joint(s)
34,33,32,30,29,28,27,26,25,24,
23,22,21,20,19
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 18.
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
W.'M IC31 a W-f TJ.Wri.
N) "o—'. w— e! do MW ItIll. jtpi(W. WLi. In I k"'I --tf- Anth,n, T. Tombo Ili, P.E.
W'! WiN. N9V 10, ik, Ult W ., hflt.i, 0 4, Wi,; i.W.4 WIq Met, o so' .0. d k.rot,wl ot ni 0. 80083
4451 i Lude 8W.
Fo,t Pierce, FL 34946
Itpotdo-clico ol this dommi! in cot fo;m'il plohibild .4.41 the .'rtteft Felosissio. Into A I loot Nism A"1h6Ay.LT.;oboll1jJ-
Job Tru s Truss Type QtY RYAN HOMES / ESTERO BAY V2
WRCEB2MM FL02 FLOOR 8
Pq
jj
AO031217
Job
0-1-8
H1
2-6-0
1.5x4 11
1.5x4 3x8 1.5X4 11
1 2 3Tj
19
18
3x6 3x8
Hun: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:35 2018 Page -1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-pq6rgovqR217Tja?MJx54MLNJyyv2—AhhYrgJGz.AgF_
1-9-4 2-0-0
1.5x4 11
3x4 3x6 FP= 3x4
4 5 6 7
0040
Dead Load Defl. = 3/16 in
1.5x4 11
1.5x4 11 3x8 3x6
8 9 10
15 14 13 12
1.5x4 11 U3 3x12 MT20HS FP-- 3x8 N",
20
19-10-12
19-10-12
Plate Offsets (X,Y)-- fl: Edge, 0-0-121, [4:0-1-8, Edge], [11:0-3-8, Edgej 12:0-2-8, Edgel, 21
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) 0.40 12-14 584 360 MT20 244/190
TCDL 10.0 Lumber DOL 1-00 BC 0-90 Vert(CT) 0.56 12-14 419 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.08 11 n/a n/a
BCDL 5.0 Code FBC2017rrPI2014 Matrix-S Weight: 99 lb FT = 10%F, 10%E
LLIMBER-
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 = . 106110-3-0 (min. 0-1-8)
17 1074/0-7-4 (min. 0-1-8)
Max Grav
11 1061 (LC 1)
17 1074(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-3390/0, 3-4=-3390/0, 4-5=-4262/0,
5-6=-4262/0, 6-7=-4262/0, 7-8=-3465/0,
8-9=-3465/0
BOTCHORD
16-17=0/2008, 15-16=0/4262,
14-15=0/4262,13-14=0/4178,
12-13=0/4178,11-12=0/2094
WEBS
9-11 =-2284/0, 2-17=-2221/0, 9-12=0/1 516,
2-16=0/1 527, 3-16=-285/34, 7-12=-789/0,
4-16=-1 171/0, 7-14=-259/534
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 131
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
i. - F1 *)fln W, nW.." 'A I IM FI-N.Sts 3"Mr, GEN' U- TEN I (1s[4TI[N!(TjSI5X I all " C 1-1.119[r, 1- Y,fdfkopp...g'.3i"A.A,.Nil!,is),.),.iq IEV,,OtkLdfI
4! 80083
Anthony T. Tombo P.E.
M nd SKA .? reu-1 % F-1 ?.4., W1 ft.l 1 W 11:!, V -k 1- kup, Ims 51! P ap.. .11,- 4451 St. Lucie Blvd.
Z
Fort oerce, FL -,4946
opyriffh]V H16A I Roof Losses - A.Auey 1. Tombo III, P.f. bprodudion oftuisiomment inupybreu, isprohibii,d without tht wrineop:e!rmissionhoesk-I Roof Trusses - AnthonY 1. Tomb 111, P.I.
Job ;.1 Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031218
WRCEB2MM FL03G Floor Girder 1 1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
0-1-8
H 1
2-6-0 -
d
1.5x4 11 1.5x4 11
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:36 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-HOgDt8wSBMt-5s9CvlSKGauWgMJRnOMqwCbiqqzAgEz
i
1-10-4 i 1-3-0 P:§:
Dead Load Deft. = 1/8 in
3x6 = 3x8 = 1+5x4 11 1.5x4 11 3x12 MT20HS FP-- 4x8 — 4A =
3x6 =
Plate Offsets (X,Y)-- 1: Edge,0-0-1 2], [2:0-3-12, Edge], [5:0-1-8,Edge], [10:0-2-0,Edgel, [12:Edge,0-1-8j, [13:0-2-8,Edgej, 118:0-3-12,Edgej, [20:0-1-8,0-0-121
LOADING (p sf]l SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) 0.38 15-16 619 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT) 0.52 15-16 450 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.08 12 n/a n/a I
BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight:101lb FT=10%F,10%E
LUMBER-
TOPCHORD 2x4 SP No.2(flat) *Except*
T2: 2x4 SP M 30(flat)
BOTCHORD 2x4 SP 240OF 2.OE(flat) *Except*
B2: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
19 1109/0-6-14 (min.0-1-8)
12 182710-3-8 (min. 0-1-8)
Max Grav
19 1109(LC 1)
12, 1827(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOPCHORD
2-3=-3533/0, 34=-3533/0, 4-5=-3533/0,
5-6=-4496/0, 6-7=-4621/0, 7-8=4621 /0,
8-9=-2949/0, 9-10=-2949/0
BOTCHORD
18-19=0/2083, 17-18=0/4496,
16-17=0/4496, 15-16=0/4496,
14-15=0/4059, 13-14=014059,
12-13=0/1 197
WEBS
2-19=-2303/0, 2-18=0/1604, 3-18=-266/22,
5-18=-1247/0, 10-12=-2184/0,
10-13=0/1938, 9-13=-262/0, 8-13=-1226/0,
8-15=0/621, 7-15=-328/5, 6-15=-352/536,
6-16=-268170
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 131
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
5) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 848
lb down at 19-1-0 on top chord. The design/selection
of such connection device(s) is the responsibility of
others.
6) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate lncrease=1.00
Unifon-n Loads (plo
Vert: 12-19=-10, 1-11=-100
Concentrated Loads (lb)
Vert: 10=-781(B)
01 %
vain Nu, lkoriqlly m,. h. 'A I IMF ;"F[07s 90L TRIJIS 9 (IFIAllcks USTA N771"' tWINEW11", 1— VId, fisir 1-0. "'.1 'Am . tss 11,5! hs:r 11-in jlk" 'm lk lstiuft Inch ", t L Id— sle.; .4, &—w tral u fi, 1110,
A hnt only T+ Tombo 117, P.E.
W 0 nr' 1— S? M 1.1tay is [a, d N..' IW 11—""Avat th 1.1t, lttsq.!, of 6, It' L, Is & .4 0, 1-, bli".r& .1 KL Th qpo': a It, Mll W M fidi .' I fte W" a0fint bAlm. slrq,. w0fth. W k— sill be 0. 0 r 80083
T1111.9 lis, ytul .1 p4t-,[ At Inl6ij (wilm-0 Sitly In-WXV; ptli,kh j MW SKA.,, ritmind'.. p-1 pl— TM Mots 1i ftspli:iW not e *? h,1! huper. T!.1 51! F Elp- .1 Nis ll!i 4451 St. Lucie Blvd,
Fort Merce, FL 34946
opyrighl V 7016 A I loaf T!vssts - AmIlmry 1. Tomb@ 1IL Ii.f. Reproduction of this jowmenn, in coy form, is prohibited without the wrimen pefarsssioo hom A-] Roof Tresses - Althorty L Tombo 111, F.E.
Job Truss Truss Type Q Ply RYAN HOMES / ESTERO BAY V2
WRCEB2MM FL04 Floor AO031219
Job Reference (optional)
HI 2-6-0
1.5x4 11
1.5x4 3x6 1.5x4 11
1 2 3
Nun: b.izu s Dec 1-i zuit Fnnt: d.120 s Dec 11 2017 MiTek Industries, Inc. FriJun 1 12:09:37 2018 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-ICDb5Uw4yg?dOkOTkzZ9nReJmeLWvF-9sKFMF zAgEy
1-9-4
1.5x4 ll
3x4 3x4 3x6 FP 3x6 —
4 5 6 7 A
1-3-0 94_f)
Dead Load Defl. = 1/8 in
3x3 11 6x6 =
Q in
3x6 3x8 = 3x8 MT20HS FP-- 1.5x4 11 3x6 4x8
1.5x4 11
16-11.1-1Z
18-10-12
12-2 12
0-4'0
Plate Offsets (X,Y)-- 1:Edqe,0-0-121, f2:0-2-8,Edge], 470-1-8,Edgel, [5:0-1-8,Edgel, [10.0-1-4,Edge], [13:0-1-12, Edge], [17: -3-8,Edgel, [19:0-1-8,0-0-121
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 0.33 13-14 677 360 MT20 244/190
TCDL 10 0 Lumber DOL 1.00 BC 0'91 Vert(CT) 0.46 13-14 493 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.02 10 n/a n/a
BCDL 5.0 Code FBC2017/-FP12014 Matrix-S Weight: 96 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SID No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
10 1029/0-3-8 (min. 0-1-8)
18 1029/0-6-14 (min. 0-1-8)
Max Grav
10 1029(LC 1)
18 1029(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-3208/0, 3-4=-3208/0, 4-5=-394410,
5-6=-3657/0, 6-7=-3657/0, 7-8=-3657/0,
8-9=-1091/0, 9-10=-1093/0
BOTCHORD
17-18=0/1 914, 16-17=0/3944,
15-16=0/3944, 14-15=0/3944,
13-14=0/3944, 12-13=0/2637
WEBS
2-18=-2116/0, 2-17=0/1 430, 3-17=-286/12,
4-17=-1 033/0,10-12=0/1 448,
8-12=-1 710/0, 8-13=0/1 127, 7-13=-321 /0,
5-13=-702/136
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (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
ti—IN! omqf. % I 1M Tim I ye,ift hap J—d,rs ol,,s aj-js, ftq , , J TDD,
T,k K.,i 5W ee "d At IN 1, ii 44. 4s , T- hvp i,ti- 6 e m:mo Eq—:, or .4 .. f TDDq tor " -F,— a He FMaIll-W 14VnIq M 1— 11.
Anthony T. Tomba 'IT, P.E. s0orwt lolk! D.."wwan qI jj,j-.k,4; e,j edKj T,,,,, a lk,T D .,1 ,110 dW,,k,j;m, j,&d. kA4 -I illrff
se ou ;"k, I'm." .1 p4ga, .1 ft! kitif SO& IKW,. pthw ll TM md WA . Td.1-1 ". 1-1 ?j— TPA Mrii T'sptwi:Ns .1 kal e 1? 1. s Nu;. hess ),s* Eeo.. i r'.!i 0.4,* u, -51 -80083
p 4451 St. Lucie Blvd.
I Roof Losses - Anthony 1. Tombo IT, P.f. Reproduction of this document, in net form, is prohibited without the writien permission from A -I Roof Trusses - Anthony 1. Tomho 111, P.I.
Fort Pierce, FL 34946
Job -i Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
1 A0031220
WRCEB2MM FL05G Floor Girder 2 1
i
i Job Reference (optional)
A*1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:37 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-ICDb5Uw4yg?dOkOTkzZ9nRkjmlSW—Q-9sKFMHzAgEy
M
1-5-12
3x4 = 3x4
3-2-8
3-2-8
Plate Offsets (X,Y)-- ll:Edge,0-0-12]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) 0.00 5 .... 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(CT) -0.01 4-5 >999 240
BCLL , 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 4 n/a n/a
BCDL 5.0 Code FBC2017ITP12014 Matrix-P Weight: 17 lb FT = 1 O%F, 1 O%E
LLIMBER-
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-2-8 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
5 1020/Mechanical
4 1020/Mechanir-al
Max Grav
5 1020(LC 1)
4 1020(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
BOTCHORD
4-5=0/1275
WEBS
2-5=-1502/0, 2-4=-1502/0
NOTES-
1) Refer to girder(s) for truss to truss connections.
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 4-5=-10, 1-3=-350(F=-250)
Concentrated Loads (lb)
Vert: 2=-929
P.EAqthonyT. Tor4o 11;
80083
All"" w 0 .NTN .0. p— WjWkHO. k"".Wlm SIN4 iylfl wWA —,W—j tf-dpi— TM I W I., N"r hp— WT— 4451 t. L.Cie 61A,
Fort Pierce, FL 34946
eflyiShl C; 2016A I Roof husses Repodortioll oflihis doomeal: iA.Ay wilhoul We .,illefi Femissio, fie., A I Roof lmsel
Job
FTL06
u ss Truss Typ a Qty Ply RYAN HOMES / ESTERO BAY V2
WRCEB2MM FLOOR TRUSS 8 1 A0031221
i Job Referenre (optional)
0-1-8
H 1 2-6-0
1-5x4 11
1.5x4
I
21
20
U8 1.5x4 11
mun: es. i zu s Dee i i zu i / t-nnu ij. i zu s uec i i zu 1 t mi I eK industries, Inc. Fn Jun 1 12:09:38 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-DPn_lqxijz7iKAJa1 SUoh?ztFAOuFLX7NW4pN"gEx
1-3-0 2-0-12 2-0-0 1-3-0 0 F 3
Dead Load Defl. = 1/8 in
3x3
3x4 = 1.5x4 11 3x6 FP= 1.5x4 11 3x6
3x3 11 6x6
1 1j Ile
3x6 3x12 MT20HS FP-- 3x3 1.5x4 11 3x6 4x8
3x8 =
0-
19-11-4
19-11-4
LOADING(psq SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.35 16 >682 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.48 16 >494 240 MT20HS 1871143
BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0-02 11 n/a n/a
BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight:101lb FT=10%F,10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat) *Except*
T1: 2x4 SP M 30(flat) 5) Gap between inside of top chord bearing and first
BOT CHORD 2x4 SP M 30(flat) diagonal or vertical web shall not exceed 0.500in.
WEBS 2x4 SP No.3(flat) 6) CAUTION, Do not erect truss backwards.
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-4-14 oc LOAD CASE(S)
purlins, except end verticals. Standard
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc: bracing.
REACTIONS. (lb/size)
11 1086/0-2-12 (min. 0-1-8)
19 1086/0-6-14 (min. 0-1-8)
Max Grav
11 1086(LC 1)
19 1086(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-3464/0, 3-4=-3464/0, 4-5=-4395/0,
5-6=-4395/0, 6-7=-3933/0, 7-8=-3933/0,
8-9=-3933/0, 9-1 0=-1 151 /0,
10-1 1=-1 152/0
BOTCHORD
18-19=0/2036, 17-18=0/4230,
16-17=0/4230, 15-16=0/4395,
14-15=0/4395, 13-14=0/2823
WEBS
2-19=-2251/0, 2-18=0/1 578, 3-18=-255/0,
4-18=-848/0, 4-16=-162/607,
5-16=-305/43, 11-13=0/1 527,
9-13=-1849/0, 9-14=0/1227, 8-14=-287/39,
6-14=-875/2
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Provide mechanical connection (by others) of truss to
bearing plate at joint(s) 11.
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.
W—q 1 IX Mi.531 SILLEr, UK& Tim I
wilk --, P— all: 4 1111 fl, & T)D 1, l, 141. 4! . 1— ollep Flip- i 5-aloy Eq—r), 1! al . y TDD m -p- a ek V*,-d 4? al Iris f
lie 0 Ill Tr." 1,
ie'.g . .... . fouts, wq, "ildlin Anthony T. Tombo P.E.
he T.,, l;cj,6q L
jhL1:0:.ya'l1-!WcW-Vl! AE—s lee IDD Win k'1kq(.MW Will P.NE'llei bl Tn.A U{A—d—d* Milli IN old *-410;"s Nuptr'l!- kcp Eq- ezelhlsi 4-Ar*.: —'S
t 80083
44a" ty e i-Win it dt I.r. ieiiei Tu Tills Desrp CIT., ! ITT 0. "4.1 Tr'l' oy, %Tk4 All 'PIM-lill t= tr . Jolla ft TIT 1, 4451 St. Lucie Blvd.
py4jh1C1?0l6A-Ikoaffius,,s Anthony L Toralm IlL P.f. Repodurtion of this Jocumem, in any form, is prohibited without the wrinen permission from A-1 Roof Trusses - Anthollf, 1. Tombo Ill, 1`1
Fort Pierce, FL 34946
Job Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031222
WRCEB2MM FL07G GABLE 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek 1ndustries, Inc. Fri Jun 1 12:09:38 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-DPn_lqxijz7iKAJaISUoh?ztvA2zFPy7NW4pvjzAgEx
0-1-8
2-6-0 2-54 1-3-0 1-3-0 1-2-8 0 11-8 1-2-81 O-8
H 1 1
Dead Load Defl. = 1/16 in
3x4 = 3x4 = 3x3 = 4x8 — 3x3 — U6 FP— 30 =
LOADING (psf) SPACING- 2-0 1 - DEFL. in (loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1.00 TCS 0.69 Vert(LL) 0.12 25-26 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) 0.21 25-26 590 240
BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.02 23 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
puffins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 22-23,21-22.
REACTIONS. All bearings 9-5-12 except Ot=length)
26=0-6-14.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
15, 22, 21, 19, 18, 17, 16 except
26=653(LC 1), 23=1678(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1571/0, 3-4=-1571/0, 4-5=-1571/0,
5-6=-1571/0, 6-7=0/313, 7-8=0/312
BOTCHORD
25-26=0/1 119, 24-25=0/1 571,
23-24=0/1 168
WEBS
2-26=-1 237/0, 6-23=-1 972/0, 2-25=0/500,
6-24=0/548, 5-24=-316/0, 8-23=-277/0
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable studs spaced at 1-4-0 oc.
3) 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 of restrained by other means.
4) CAUTION, Do not erect truss backwards.
5) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 920
lb down at 9-0-4 on top chord, The design/selection of
such connection device(s) is the responsibility of others.
6) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plo
Vert: 15-26=-10, 1-14=-100
Concentrated Loads (lb)
Vert: 6=-920(F)
29 09
19-11-8
19-11-0 11
PLATES GRIP
MT20 244/190
Weight: 98 lb FT = 10%F, 10%E
1.4 . P,t? A,w " .0h, *,,s Betio W.1 T, 1.44 5ell ido-t ,*,ii,.*..atWW"N DO, Ply
A; . y T. Tombo It', P.E,
Nqp-l V M,14 .1 hell -!,ON -6-pariq, W hF.h; 1411 e lm mw,mth 0 80083
4451 i L.de 31A
lWFA,W
Art Repodocion at this dowwol. in any loless, isipohilhit,d ilboul the .,Ole. pemissioe. Irm A I Roo! hosies Anibonyl.1ozebollO.F.
For' Pierce, Fl, 34946
Job Truss Truss Type QtY Fly RYAN HOMES / ESTERO BAY v2
40031223
WRCEB2MM FL08 Floor 1
Job Reference (optional)
m i nuui i i u t b, rU1 L rierue, rL a4ziiin, uesign(cya j truss.wm
13
12
0-1-8
H
2-6-0
1.5x4 11
1
Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:39 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-hbLMVAyKUHFZyKunb9OlECWIXZNe uPGcApMRgtAgEw
1-8-0
3x4 1.5x4 11
2 3
0-8-0 1-3-0
Dead Load Defl. = 1/16 in
3x3 11 5x6 =
4 U3 5 6
I 1.5x4
10 8 7
3x4 =
9
91
8-10-0 19
8-10-0 0
2-Q
Plate Offsets (X,Y)-- [1:Edge,0-0-1 21, 16-.O-_l -2,Edge], [12:0-1-8,0-0-121
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.11 10-11 >923 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT) -0.18 10-11 >584 240
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.03 6 n1a n/a
BCDL 5.0 Code FBC20171TPI2014 Matrix-S Weight: 47 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
IBRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
6 475/0-3-8 (min. 0-1-8)
11 475/0-6-14 (min. 0-1-8)
Max Grav
6 475(LC 1)
11 475(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-789/0, 3-4=-789/0, 4-5=-417/0,
5-6=-421/0
BOTCHORD
10-11 =0/736, 9-1 0=01789, 8-9=01789
WEBS
2-11 =-813/0, 6-8=0/553, 5-84265,
4-8=-724/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
U. in 'A I OF UsBi*lttfr4 ulitkLRIXS &0racks hurp—j" W 'td'o— Ni I. '5s NI go!"
told itot k-'i S' & 130 1, D.,j, Elo_ it'a, 5?.'It Eip-;, it W ., if MD rip,sw- nk."z' a N rdto.al 4, M drs.p 0 N :,V, N5, iip"il m At TDO It, W. IN. The mp .—Va5. ftaiq iskaws, Adfle" An'hony T. Tombo HT, P.E. r,J 4 hin Tms 1.'r ut 1.16., i, th .'F.'i6kfr it'. N.", k W 1.16! It"ifti, . o, ..hd 0 fit its, ,, Z A 5, lu bl q "t, W KL It qpul d Tat TO W .,! hil 0 fit, s". M.64 kM;i4-q'. WN11W. m kviltr ail t . ftiwoikll d 80083IlkIl.? O"V! W ;11 .."s Rr A, IDD W fit riksk's .1 rdkh.!"! at tilfill UottiA 5011 hw.0. %S pbhW., T1 W SKA it Tfttkid f. p.it! p4— IN it W 6!;, 0 It I!,, Nuyi,,, 1:tis Eno- .1 rmii 04iis,mm. -si 4451 St. Lucie Blvd. s ACT'l, W.r "Im, sp, 41-1 c Ay 0-11*4 MI ma lnlr.s 11, s, i1f.d.iTh 1
Fort Merce, FIL 34946ztoplighlC, 7016 A-1 Roof Is ussts -Anthony I. Tomlin III, Ii.f. Rep.doia. of [his jocoment, in NY form, is fifohibited without Ifit wirrel istrintissionhorn A- I Reof It usses-AntlicityLlorrilho III, P.f.
Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031224
WRCEB2MM FL09G Floor Truss
Job Reference (optional)
Al Koot I russes, t-orl merce, t- L j4;i4o, oesignfcya i iruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:39 2018 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-hbLMVAyKUHFZyKunb9O1 ECW35ZLw—t]GcApMR9zAgEw
1-3-0 i 2-54
3x4 1.5x4 11
2 3
j
1-3-12 OTIT8
1.50 11
3x4 1.5xAl
6
E
I L
8 3x4
3x4 =
1
Plate Offsets (X.Y)-- [1:Edqe,0-0-121,[8:0-1-8,Edqel,fll:0-1-8,0-0-121,[13:0-1-8,0-0-121
LOADING (pso SPACING- . 2-0-0 CS1. DEFL. in loc) I/defll Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) 0.15 7-8 824 360
TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) 0.21 7-8 607 240
BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) 0.02 7 n/a n/a
BCDL 5.0 Code FBC20171TPI2014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
7 954/0-3-8 (min. 0-1-8)
10 636/0-7-4 (min. 0-1-8)
Max Grav
7 954(LC 1)
10 636(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1476/0, 3-4=-1476/0, 4-5=-1476/0
BOTCHORD
9-10=0/1089,8-9=0/1476,7-8=0/1073
WEBS
2-1 0=-1 204/0, 2-9=0/669, 3-9=-361 /0,
5-7=-1 400/0, 5-8=0/445
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 131
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
3) CAUTION, Do not erect truss backwards.
4) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 528
lb down at 9-0-4 on top chord. The design/selection of
such connection device(s) is the responsibility of others.
5) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 7-10=-10, 1-6=-100
Concentrated Loads (lb)
Vert: 5=-448(B)
3x6 —
PLATES GRIP
MT20 244/190
135
9
1
Weight: 53 lb FT = 10%F, 10%E
P- -9:q(ftr-5-1'1r'k11on Anf hony T. Tombo IIII, P.E. mil. an. pu stAl a , a f" lk TDD 1, ' "Id. 4! , T."" 01q. S crift! V .0 . ory TDD up"W, . -me d t" p9mim.4 "per'q 'I".4of a, Inir, rdf ik .q, Tm, b1,1A . 4, IDD 1.1!: -19tr T1 1. inlp '
1'qP I a th TOD'a nt! ['11 '-f It, 1—. nid'umf kw-i'mn," stille., . k—j air , 1, atpo.hly d 30083
0d'4*gb* Ron t. 0 sc w. th Too tol In IlWol! W rd.4- d a! k1b" (.Vm Witty Ir.-M. lw P11"Id it M W WA . Mo—.1 It, 1-1 pod— TM khoti ond 60. ' A Ims D,,p.. 1— olsir En.. .1 111ii A!"Xv. 4451 St. Lucie Blvd.
Ti'T Fort Pieice, FIL 34946
opyrighl 0 2016 A-1 tool Ilusses Anihomyl.loorbillij.f. Repoduciam olikis dommerl, in any lmr, isprobihiied mthcut tht ritta permission from A I Roof Tfum Anthony 1. Tomb III, F.L
Job Truss Truss Type Qty Ply OMES / ESTERO BAY v2
WRCEB2MM FL10 ROOFTRUSS 10 1 IA00312 25
0-1-8
H 1 2-6-0 1-3-0
1.5x4 11
1.5x4 — 3x4 1.5x4 11
1
2 3
S CIV zu 1 i r, 11 ii. o. A zu s Dec i i 20i Y Mi I eK Inclustnes, Inc- Fri Jun 1 12:09:40 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-9nvkjWzyFbNQaUTz8tXGnQ3HbzhdjkQrqZwz&AgEv
2-4-8 -
1 1 1-3-0 —
1
1.5x4 11 3x4
4
3x6 =
E14-
L
10
9 8 3xZ7!S;'
3x3 = A. 1171.
9U:1111111
10-7-8
7
3x8
LOADING (pso
TCLL 40.0
SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCDL '0
Plate Grip DOL
Lumber DOL
1.00
1.00
TC 0.42 Vert(LL) 0.19 7-8 669 240 MT20 244/190
BCLL (,O' Rep Stress Incr YES
BC 0.79
WB 0.39
Vert(CT)
Horz(CT)
0.12
0.02
7-8
7
999
n/a
240
n/aBCDL10.0 Code FBC2017/TP12014 Matrix-S Weight: 55 lb FT = 1 O%F, I O%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 7-10-3 oc bracing.
REACTIONS. (lb/size)
10 623/0-6-14 (min. 0-1-8)
7 623/0-6-14 (min. 0-1-8)
Max Uplift
10 -286(LC 8)
7 -286(LC 8)
Max Grav
10 623(LC 1)
7 623(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1303/1581, 3-4=-1303/1581,
4-5=-1303/1581
BOTCHORD
9-1 0=-1 146/1019, 8-9=-1 581/1303,
7-8=-1 185/1055
WEBS
2-1 0=-1 127/1267, 2-9=-592/385,
5-7=- 1156/1299, 5-8=-539/338
NOTES-
1) Wind: ASCE 7-10; Vult=1 50mph (3-second gust)
Vasd=1 16mph; TCDL=6.Opsf; BCDL=3.Opsf; h=1 5ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; porch left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designedfor a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 286 lb uplift at
joint 10 and 286 lb uplift at joint 7.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Or '-- ft, A 1 13cr FARES DELI I rt UN 11,; Ift i 13pollINS 011WIttirr; kWCC—rr 30-7 I— A"4 hop A, 1% It" s J's;p D.-I! ' one tar Adair I Isom0AWtm."'pef'es sAan P Istd4l rot Mta ne',14. As. Tris, hop 5F." swmft! E.M.F., . Is .4 '. y IN r -a"
TIT; '.' F1 Id— sis! E4,1, ., W.- 09-1 WhTDD oarr
At srsro— a 0, pw—w . ! M fi,r 0 r. -V If,!, hIM-1 TDO A01, Met IM It mip mrs; fto.';ftflreq
1'4 alk 'Daul'.fiell""itul Anthony T. Tombo III, P.E.
800833,rW:';Mr,o.4('"c'!' Imm"i h, FW10-1 rkh.!, 'fit! 1o1kq(.'V.V SO""
sl
4451 St. Lucie Blvd. Zt A-1 loaf livsstj - Anthony 1, lombe 111, F.E.Reprodurtio. of this dowmelt, in any form, is prohibited without the wrinen permission from A-1 Roof Trussel - Anthony 1. Iambs 111, 1`1 Fort P;erce, FIL 34946
I
Job Tru s Truss
WRCEB2MM FL11E GAB
I Roof Trusses, Fort Pierce, FL 34946, design@al truss.com
O 48
1 2 3
Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031226
LE 1 1
Job Reference (optional)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:40 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-9nvkjWzyFbNQaUTz8tXGnQ3Mpzt4iPGQrqZwzczAgEv
OM
4 5 3x3 = 6 7 8 9
18 17 16 15 14, 12 11 10
3x3
1: 0 2 8-9 40-0 5-4-0 618-9 0-
1-90 9-1- 0-9-011I '% 1 _o '4_0 1-4-0 1 '_o 1-4-90 1 5-0
Plate Offsets (X,Y)-- [I:Edge,0-0-1 21, [19:0-1-8,0-0-12], [21:0-1-8,0 0-12]
LOADING (pso SPACING- 2-0-0, CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 10 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 50 lb FT ll 10%E
LUMBER-
TOPCHORD 2x4 SP No.2(flat)
BOTCHORD 2x4 SP No.2(flat)
WEBS 2x4f SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 10-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 10-9-0.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
18, 10, 17, 16, 15, 14,13, 12, 11
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
1" 'A 11% MIS NHUTI. R011 3415 1 '01I.-Mal NU "PIT R* 4MOC'MmEnr Sm
IW,, kq 4 .,a hs be I V . k ?.4 t' e Nis in." ji sp6e'. fee W . y TO "r. "ar, olm p 0,5 mi 1. A na 'MI, T.s *.d . *e I'll W! tel. IM I . r, loup tsw.;t— sfief M. - 1M.At! Anthony T. Tombo III, P E.
80083
4451 St. Lude Blvd.
Fo f Piefce, FL 34946
opydghi C 2016 A I Roof hassts Antba U'anhalll'p.f. Repoic-lioad this dol.WAL it, any fom,is ptakibild :Iho.] the wtu Fammio. lie. A I toot Imsei Anthony 1. 10.1ho III, ?'f. zt "
7
Job Tru s Truss Type city Ply, RYAN HOMES / ESTERO BAY v2
WRCEB2MM FL12 FLOOR 5 1
A003 227
Job Reference (onti---
Al KOOT j russes, -on: vierce, t-L j4bi4b, oesign(a_)a1truss.corn
0-1-8
H 1
2-6-0
3x6
1 2 3
Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek ndustries, Inc. Fri Jun 1 12:09:41 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-d—T6wszbOuVHBe29ia2VJdbOoN?sSkYZ3U[TV2!zAgEu
1-6-0 2-1-0 1-6-0 0--8
Dead Load Defi. = 1/8 in
U4 3x6 FP= 3x4 3x6
4 5 6 7 8 9 10 11
21
3x4 = 3x6 = 3x8 MT20HS FP-- 3x3 = 3x3 = 3x6 = 3x6 =
21-1-0
21-1-0
Plate Offsets (X,Y)-- fl:Edge,0-0-12], [13:0-1-12, Edge], [17:0-2-12,Edgel, [19:0-1-8,0-0-12], [21:0-1-8,0-0-12]
LOADING (psf) SPACING- 1-4-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) 0.33 14-15 767 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) 0.45 14-15 558 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.08 12 n/a n/a
BCDL 5.0 Code FBC2017/-FP12014 Matrix-S Weight:104lb FT=10%F,10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4SPNo.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
18 762/0-6-14 (min. 0-1-8)
12 757/0-3-8 (min. 0-1-8)
Max Grav
18 762(LC 1)
12 757(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-2467/0, 3-4=-2467/0, 4-5=-3244/0,
5-6=-3244/0, 6-7=-3244/0, 7-8=-3244/0,
8-9=-2487/0, 9-10=-2487/0
BOTCHORD
17-18=0/1437, 16-17=0/3058,
15-16=0/3058,14-15=0/3244,
13-14=0/3068,12-13=0/1466
WEBS
2-18=-1 588/0, 2-17=0/1 140, 4-17=-653/0,
4-15=-69/490, 10-12=-1.609/0,
10-1 3=0/1 130, 8-13=-642/0, 8-14=-77/481
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 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
WA I 1W RUESES i*[Rfl Wlk: TERMS I (MMIRS (2flum, otlEr, MICKM KEd-, t— * kup )-nj R 4 tk XrUfl. T.W11 fl ld—qw kw, - M's 01,-w 00A Wk T0,4yHi
Anthony T. Tomba 'IT, P.E.
800831,,Ikq C.;maw pu"Im bf I'M mA SKA F-1 Pj— IN V. kotm'l— 3's
4451 St. Lucie 61vd.
Fort P:erce, FL ' 4946CopytilhIC, Hit A I Relurculudion of ffis document, in any form, is ittobibiled without the wtinen pennission hom A I Roof Trusses - Anthony 1. Tounho 111, 1`1
Job Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031228
WRCEB2MM FL13 Floor 5 1
Job Reference (optional)
A] KOOT i russes, ron: t-ierce, r-L oqtp4cs, aesign(cgya itruss.curn
0-1-8
H 1
2-"
1.5x4 11
1.5x4 3x8 1.5x4 11
1 9 1
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:41 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-d—T6wszbOuVHBe29ia2VJdbKBNOJSgYZ3UITV2zAgEu
i
1-6-0 i 1-11-0 i 1-6-0
1.5x4 11 3x4
3x4 1_5x4 11 3x6 FP-
4 S 6 7 8
Dead Load Defi. = 3/16 in
1.5x4 11 3x8 1.5x4 11
9 10 11
3x6 = 3x8= 3xl2MT20HSFP-- 3x4 — 3x4 = 3x8 = 3x6 =
Plate Offsets (X,Y)— [ 1: Edge, 0-0-121, [2:0-3-4, Edge], [10:0-3-4,Edgel, [13:0-1-12,Edgel, [14:0-1-8, Edge], [115:0-1-8, Edge], 117:0-3-4, Edge], 119:0-1-8,0-0-12]
LOADING (pso SPACING- 2-0-0 CS1. DEFL I ' in (loc) I/defl L/d PLATES GRIP
TCLL 40 O Plate Grip DOL 1.00 TC 0.94 Vert(LL) 0.43 14-15 575 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) 0.59 14-15 419 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.09 12 n/a n/a
BCDL 5.0 Code FBC2017rTP12014 Matrix-S Weight: 102 lb FT 1 O%F, 1 O%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOTCHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat) LOAD CASE(S)
BRACING- Standard
TOPCHORD
Structural wood sheathing directly applied, except end
vertir-als.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 1130/Mechanical
18 1130/0-6-14 (min.0-1-8)
Max Grav
12 1130(LC 1)
18 1130(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-3645/0, 3-4=-3645/0, 4-5=-4762/0,
5-6=-4762/0, 6-7=-4762/0, 7-8=-4762/0,
8-9=-3645/0, 9-10=-3645/0
BOTCHORD
17-18=0/2129,16-17=0/4509,
15-16=0/4509, 14-15=0/4762,
13-14=0/4509, 12-13=0/2129
WEBS
2-18=-235410, 2-17=0/1 677, 3-17=-254/0,
4-17=-955/0, 10-12=-2354/0,
10-1 3=0/1 677, 9-13=-254/0, 8-13=-955/0,
8-14=-1 15/688, 6-14=-311/12,
4-15=-1 15/688, 5-15=-311/12
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Refer to girder(s) for truss to truss connections.
4) 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.
Arithorly T. Tombo III, P,E.
Itsoor 80083
tso Es"P!'P_ M T"5' .1 4451 i Lucie 01A.
1k-!, #di.A V'. 1 (.1.1 q-19 i, 0: Wit' i:t0d' 11t, 1— D'sir 14— is 01 fu 1.144§ Dt'ip.'o "I"s S'hs. Ei.—I WIN% V; tROAA 4 tFo' Pierce, FL 34946
opyrighl Z 2016 A I Roof Nssei Itpod.lin of this domrotal, inny prohibiltd ithool th" oo. P"otissi". [to. A I Roof Trt,"os
Job Truss Truss Type Qty Ply RYAN HOMES I ESTERO BAY V2
WRCEB2MM FL14 Floor Truss 6 1 A0031229
joh P.f—
A i moui trusses, Fort Pierce, 1--L 54!:mo, oesign(q_)a-ftruss.com Hun: 8.12U s Dec 11 2011 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:42 2018 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-5A1 U8B—DnCdBpncMGHZksr8ZJnMRB7Zjl8202lizAgEt
0-1-8
H 1 2-6-0
1 1
1-6-0 2-1-0 1-6-0 01-8
Dead Load Deft. = 1/8 in
3x4 =
3x10 3x4 3x6 FP= 3x8
2 A
21
3x6 3x10 = 302 MT20HS FP-- 3x4 3x4 300 3x6
1.5x4 SP=
21-1-0
7-10-8
Plate Offsets (X,Y)— [ 1: Edge, 0-0- 12], 12:0-3-8, Edge], [10:0-3-0, Edge], [13:0-3-8, Edge], [14:0-1-8, Edge], [15:0-1-8,Edgel, [17:0-3-8, Edge], [19:0-1-8,0-0-121, [21:0-1-8,0-0-121
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.42 14-15 >598 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT) -0.57 14-15 >435 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.10 12 n/a n/a
BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight:104lb FT=10%F,10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No.2(flat)
BOTCHORD 2x4 SID M 30(flat) LOAD CASE(S)
WEBS 2x4 SP No.3(flat) Standard
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-3-11 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 1136/0-3-8 (min.0-1-8)
18 1142/0-7-4 (min. 0-1-8)
Max Grav
12 1136(LC 1)
18 1142(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-3700/0, 3-4=-3700/0, 4-5=-4866/0,
5-6=-4866/0, 6-7=-4866/0, 7-8=-3729/0,
8-9=-3729/0, 9-10=-3729/0
BOTCHORD
17-18=0/2154, 16-17=0/4587,
15-16=0/4587, 14-15=0/4866,
13-14=0/4605, 12-13=0/2199
WEBS
10-12=-2415/0, 2-18=-2382/0,
10-13=0/1691, 2-17=011709, 9-13=-254/0,
3-17=-257/0, 7-13=-968/0, 4-17=-980/0,
4-15=-103/734, 5-15=-345/14,
6-14=-338/22, 7-14=-1 18[719
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 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.
41
W-4 )l3c, IIMESCSILL[r UN'R, TM W, ivd, d,,,p t-0. W,,A A. .hi I r,'l )':p5-irf zfN'; 'd fim 16.y T T.o' H udkis0c-."' 'to. A, TDO
1, --d. TN To, mirs —np- Wiqf.", iw'- Idh, fi, T5D ft re '04. As . T— D,,q. 5p— sycia! W v' MD up'lo'n. exam, 4 W Vkl-d 14—mil ft, 1-4 rk I all, Nsl vpN . or
f:.r"ir'r Wii" i, A, "lij.tUfty 0 1h Anthony T. Tomba 111, P.E. i 3C .0 n' 1"m b4a '& od rki. I'Rw ."hffidwww': Rl 17
tht,14.tol,"!W(r. Ali — ;,;w , IWID[lud oa poa-W pddrm' 9,k! Win" C.r.. W' le.-in.XX ptl"hd m F-1pil— z 80083
4451 St. Lucie Blvd.
sippilthic, 2016A I Repodudio. of this dowment, in any form, is Isr.fribired ithcut tht wifli,. pt,mission hom A-1 Roof Trusses - Anthony 1. Tombo 111, P.I.
Fort P:erce, FL 349146
Job 14, Tru s Truss Type Oty Ply RYAN HOMES / ESTERO BAY V2
A0031230
WRCEB2MM FL15E F1 Truss
Job Reference (optional)
Roof Trusses, Fort Pierce, FL 34946, design@al truss.com
O-A-8
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:43 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-aMbtLX?rYWI?RxBYq?4-02htAAvnwmOsXonaayzAgEs
O-A-8
3x3 = 3x6 FP= U3 —
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
T1 -- T)
I I I I i
1 ii - —
0
ST i sT I ST. 1 `wz S; '!I I I SY i sT'. 1 S1, 1 s7'!1 sit i N 2 S111 T sT. i
P .............................. B.1 ........... . .. ............. ...... B2 ..................... . ....... ........ . . .......................... . n . ..................
i6
36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19
U3 3x6 FP— 30 =
Plate Offsets (X,Y)-- [1:Edge,0-0-121,[37:0-l-q,0-0-12jj
LOADING(pso SPACING- 2_0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOTCHORD 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 10-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. All bearings 21 -1 -0.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
36,19,35,34,33,32,31,30,28,27,
26,25,24,23,22,21,20
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 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
21-1-0
CS1. DEFL. in (loc) I/defi L/d
TC 0.08 Vert(LL) n/a n/a 999
BC 0.01 Vert(CT) n/a. n/a 999
WB 0.03 Horz(CT) 0.00 19 n/a n/a
Matrix-S
PLATES GRIP
MT20 244/190
Weight: 96 lb FT = 1 O%F, 1 O%E
W N Mor .1' W..q r..l' ls.-F1'of rj'f. It, *4 i 10 USES Nil Ul" RMA IRMS L -00:11011S USTOM W [r, AW.191 MM-Etr km ill' 6 Wtp '..ftl .4 'olj * 0 W, 4-'s N ttl W-iq 15V W . 1.1-mr T. TlA. Ir., P L 1&' W., m, iWl 11
A nthor n T. Tombo 11', RE.
woml W r W'Aj 9W Ow,fi—Wi oft-dtf,ol w,,Wit; 5t,:M' ilth'!Wm. 0 mtff*' MC coot !..I W M-L 80083
P1 1 11- I'll f ion' ti ." T!'Z, U-11.1 11 t 4451 Lucie 131,d
j,,Wqg 0,,j,,; T 0.1 1 tj, ' P F I For, Pierce, 34946
opyrigill C— 2016 A I Roof fillises Ardony L Tombe 111, 1`11. Reptill-lion of this dofv.tol in fly fomjs PlAilst'd .1ho.1 the pelmissillo fiam A I Roof 1,ossas lothony Mambo III, P1Zh
117
Job Truss I Truss Type- - - QtY Ply RYAN HOMES / ESTERO BAY V2
WRCEB2MM FL16G FLOOR GIRDER 1 A003123
Job Reference (optional)
N1 Roof Trusses, Fort Pierce, FL 34946, design@altrLiss.com Run: 8-120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:43 2018 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-aMbtLX?rYWI?RxBYq?4 02hkYAhOwdBsXonaa,,qzAgEs
1-3-0 0-7-0 1 2-5-8 0-7-0
U6 11 7x10 MT20HS= , U6 11 4x6 11 11 , 3x6 11 7x10 MT20FIS= U6 11
jpl 3 3
t r_ — I —
13
6x8
6x10 =
12
U6 11
11 10
3X6 11 6x8
6x10 =
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0-69 Vert(LL) 0.09 11-12 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) 0.13 11-12 886 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.03 9 n/a n/a
BCDL 5.0 Code FBC20171TPI2014 m6trix-S Weight: 95 lb FT = 1 O%F, 1 O%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc;
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc; bracing.
REACTIONS. (lb/size)
14 3479/0-6-14 (min. 0-1-12)
9 3493/0-6-14 (min. 0-1-12)
Max Grav
14 3479(LC 1)
9 3493(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-14=-668/0, 2-3=-5746/0, 3-4=-5765/0,
4-16=-7324/0, 5-16=-7324/0, 5-6=-6494/0,
6-7=-6402/0
BOTCHORD
13-14=0/3539, 12-13=017324,
11 -1 2=0/7324, 10-11 =0/7324, 9-1 0=0/4127
WEBS
2-14=-4506/0, 2-13=0/2995, 4-13=-2609/0,
7-9=-5254/0, 7-1 0=0/3090, 5-1 0=-1 411 /0,
5-11 =-375/0, 4-12=0/318, 6-1 0=-793/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (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) 1115
lb down at 0-7-4, 1106 lb down at 2-7-4, 1030 lb down
at 4-7-4, 812 lb down at 6-3-4, and 1090 lb down at
6-7-4, and 1110 ib down at 8-5-4 on top chord. The
design/selection of such connection device(s) is the
responsibility of others.
5) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1 .00
Uniform Loads (plo
Vert: 9-14=-10, 1-8=-100
Concentrated Loads (lb)
Vert: 5=-765(F) 6=-1030(B) 3=-1030(B) 15=-1056(B)
16=-1030(B) 17=-1030(B)
wrai" - N A I IN' rfuisB, Mr, am, 4 Afrfi- T"f? saai"a'T
ojhk m"' Fos SkA; H
5f R R I 'D ';
D .1, Wtr Its
DO,
mr Anthony T. Tombo !IT, P.E.
F.Who 80083ht.j9,t;0"p!W(w't,. 411: ..'s w oti
j'
atTDOW rx, patas.l pithur gat W16q(.j.. sovy I'm iA SKA F.'I pfir-
i-is, Warily, .Vrvdq.d -vofin 4451 t. Lwk? Blvd.
oppilhIC, 7016A I Roof hums - Aotho.y 1. To.bo III, P.I. Reprodocin of ibis dosomr,fif, io opy form, is probibited wilbut tht wrinen permission from A-) Roof Irnses AnthnyLlornbollljd.
Fort Pierce, FL 34946
C
Job 1j, Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031232
WRCEB2MM FL20 F16or 2 1
Job Reference (optional)
A-T Koor I russes, t-orE merce, t-L :KV40, aesign(c_vaitruss.com
0-1-8
H
2-6-0
3x8
2 3
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:44 2018 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-2Z8FZtOTJptr25mkNibDxGDwEa3ffldOmSX76NzAgEr
1-3-0
i
2-0-8 i 1-3-0
3x4
3x4 3x6 FP=
4 5 6 7 8
O-8
Dead Load Dell. = 1/8 in
3x8
9 10
a
25
2
3x6 3x12 MT20HS FP-- 3x3 3x3 3x8 3x6
U8 —
Plate Offsets (X,Y)-- jl:Edge -1 2, [2:0-3-8, Edge],[ 10:0-3-8, Edge
LOADING(psf) SPACING- 2-0-0 CS11. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) 0.38 14-15 643 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) 0.52 14-15 468 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.09 12 n/a n/a
BCDL 5.0 Code FBC20171TPI2014 Matrix-S Weight: 101 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SIP M 30(flat) *Except*
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SIP M 30(flat) LOAD CASE(S)
WEBS 2x4 SP No.3(flat) Standard
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-5-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 1109/0-6-14 (min. 0-1-8)
18 1109/0-6-14 (min. 0-1-8)
Max Grav
12 1109(LC 1)
18 11 09(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-3560/0, 3-4=-3560/0, 4-5=-4584/0,
5-6=-4584/0, 6-7=-4584/0, 7-8=-4584/0,
8-9=-3558/0, 9-10=-3558/0
BOTCHORD
17-18=0/2084, 16-17=0/4376,
15-16=0/4376, 14-15=0/4584,
13-14=0/4379, 12-13=0/2085
WEBS
2-18=-2304/0, 2-17=0/1632, 3-17=-257/0,
4-17=-902/0, 4-15=-135/660,
5-15=-351/43, 10-12=-2305/0,
10- 1 3=0/1 629, 9-13=-255/0, 8-13=-908/0,
8-14=-135/655, 6-14=-346/44
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 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.
A
A I 10F IMZ! 5111trIGIREILL TEN A?,.
tiny Anthony T. Tombo 117, P.E.
eal'. d6:s T%'Srw' 1.16" Mat "sp.5,Wd! glkl— lk lk, Wh" OvIstr'... rw'gotst K, '? ir oul A, Wei blf, M, .5 IN. 1, qK 4 at t 80083
lkh:9:';3"V!W(Ww', ..—v fle 1110 t In pumus .1 pklo-1 A- 106.1 (.pnd SOW pilisks bi In A SKA .? A—d* P.0 pl— 4451 St. Lucie Blvd,
All 'awaW—s Fort Pierce, FL 34946
opyrighl C) 2016 A-[ koafl,usses -Whoey 1. Tomba III, F.E. Rilprodutlio, of this dotoment, in any form, is prohibited without the fitria permission from A-) goof Trusses - Anthony 1. Tombs HEM.
Job Truss Truss Type Ply RYAN HOMES / ESTERO BAY v2
WRCEB2MM HJ5 Diagonal Hip Girder 2
A0031233
Job Reference (optional)
Al F<oot I russes, Fort Pierce, FL 34946, designCa)altruss.com
3x8 11
Offsets
Kun: ts.izu s Uec I I ZU1 / Print: 1:5.120 S Uec 11 2011 MIT I ek Industries, Inc. Fn Jun 1 12:09.45 2018 Page I
ID:zRSREVFepZFZ-OLY7U9jlztnLF-WlidmDO547?igFLwxQ6SUTm3P TCOg?9-6GgeppzAgEq
7-0-2
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.10 5-8 836 360
TCDL 10.0 Lumber DOL . 1.25 BC 0.52 Vert(CT) 0.21 5-8 403 240
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.06 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.11 5-8 780 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
SLIDER
Left 2x6 SP No.2 1-6-0
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required-7crossbracingbeinstalledduringtrusserection, i
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 175/Mechanical
2 319/0-4-9 (min. 0-1-8)
5 85/Mechanical
Max Horz
2 129(LC 4)
Max Uplift
4 1 13(LC 8)
2 103(LC 4)
Max Grav
4 175(LC 1
2 319(LC 1
5 121 (LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=409/188
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);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 113 lb uplift at
joint 4 and 103 lb uplift at joint 2.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 86
lb down and 97 lb up at 1-4-9, 86 lb down and 97 lb
up at 1-4-9, and 32 lb down and 22 lb up at 4-2-8,
and 32 lb down and 22 lb up at 4-2-8 on top chord,
and 11 lb down and 7 lb up at 1-4-9, 11 lb down and 7
lb up at 1-4-9, and 14 lb down at 4-2-8, and 14 lb
down at 4-2-8 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber lncrease=1.25
Plate Increase=1.25
Uniform Loads (pig
Vert: 1-4=-60, 5-6=-20
Concentrated Loads (lb)
Vert: 3=64(F=32, B=32) 12=-3(F=-2, B=-2)
Dead Load Dell. = 1/8 in
9
PLATES GRIP
MT20 244/190
Weight: 27 lb FT = 10%
Zt
kilik( P- still -i f. flit IN 1. k4i. 1, 11- Desip sp-lift! .0 . my TDO t'rtium' . -rae, 0 lue P'fr"tiud [N-4 r!s1"u1d9f N! M dK." 0 Ik sOE Trits vw.14 it * IN all, omW TM
outs Anthony T. Tombo H!, P.E.
105W..YN11 rl'
rkt1A*9Ns!r'-T(r1t'r4! 4H ...Is w.; lk Unilm ponin .1 pdsfat mflk! 146.1corritino Wiry pdl"W il M.ei U(A,,0-Vk, mr.0 ?A- W1 ui.s kr"Jttis ),If, E. ir. im"i
2 80083
61,W:..."I'd 4451 St. Lucie Blvd.
Copyright 0 2016 A I Roof Insses Ambo.yl. Tombo III, P.I. lf,pobdion of 1his immortm, in cry form, is prohibiied Without the wrig!n permission firms A-1 Roof Trusses AnihorryLlomboill,li.f. Fort Pierce, Fl- 34946
Job r" Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031234
WRCEB2MM HJ7 Diagonal Hip Girder 2 1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:46 2018 Page I
ID:zRSREVFepZFZ—OLY7U9jlztnLF--xG?_ZlirR7ZIPw7V7ehOhJFlOn7717IDmOEBFzAgEp
1-5-0 4-6-13 9-10-1
1-5_0 4-6-13 5-3-4
U8 11 1.5x4 11
4-6-13
Plate Offsets (X.Y)-- [2:0-2-12.0-0-
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20. 0 Plate Grip DOL 1.25 TIC 0.66 Vert(LL) 0.05 7-8 999 360
TCDL 1 0.0 Lumber DOL 1.25 BC 0.61 Vert(CT) 0.13 7-8 910 240
BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.02 5 n/a n1a
BCDL 10.0 Code FBC2017/TP]2014 Matrix -MS Wind(LL) 0.04 7-8 999 240
LLIMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6.SP No.2 1-6-0
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 9-10-12 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 1168/Mechanical
2 464/0-4-9 (min. 0-1-8)
6 303/Mechanical
Max Horz
2 169(LC 22)
Max Uplift
5 123(LC 4)
2 272(LC 4)
6 102(LC 8)
Max Grav
5 168(LC 1
2 464(LC 1
6 303(LC 1
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
3-13=-6951254, 4-13=-637/253
BOTCHORD
2-15=-350/638, 15-16=-350/638,
8-16=-350/638, 8-17=-350/638,
7-17=-350/638
WEBS
4-7=-683/375
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=0.118; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 123 lb uplift at
joint 5, 272 lb uplift at joint 2 and 102 lb uplift at joint 6.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 79
lb down and 97 lb up at 1-4-9, 79 lb down and 97 lb
up at 1-4-9, 41 lb down and 57 lb up at 4-2-8, 41 lb
down and 57 lb up at 4-2-8, and 70 lb down and 105
lb up at 7-0-7, and 70 lb down and 105 lb up at 7-0-7
on top chord, and 6 lb down and 10 lb up at 1-4-9, 6
lb down and 10 lb up at 1-4-9, 12 lb down at 4-2-8, 12
lb down at 4-2-8, and 31 lb down at 7-0-7, and 31 lb
down at 7-0-7 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber lncrease=1.25
I Plate Increase=1.25
Uniform Loads (plq
Vert: 1-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 3=64(F=32, B=32) 14=-77(F=-39, B=-39)
16=-3(F=-2, B=-2) 17=-52(F=-26, B=-26)
U4 =
Dead Load Defl. 1/16 in
PLATES GRIP
MT20 244/190
Weight: 46 lb FT = 10%
weml fl—tku,,,pl '41 10c, TM.H UK' kl rams & 0r6iTI1NsQSTJ0k'IV7 ik 4CWd%AK7 WK. Y rd, Imp pi—kr, vi ,A id?, N11!1S3 N:lp ),.!,I ([W; im IN Ad.j T Twh li, IT Id— Sim Usi.s A.-im 0M , INTOD.
ndl st -i h, he BIT 11 x dd. Is , T- Dup Iiii- !I 5podf Ind.e' W .9 11 rrs TD11ric.1", . -F.'.., 0 IN F,dimw IN t. or Kk .Or Tw, br.14 It A, TDID .[!. A AR Tit kip ss-piii, I.WK; mams, "dailmIn Anthony T. Tomb3 IT,, P.E.
Z 80083
4451 St. Lucie Blvd.
Fort Pierce, FL 34946Zh *(*Tp1kyri1—hI C'1`2016 A I looffinists - Artistry 1. Tomlin III, H. Repnijudio. of this Jownsern, in tiny Ii is prohibited ithcvf tht witte. permission from A-1 Ra.11 InIsses Anthony Llfori 111, 1`1
Job Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031235
WRCEB2MM HJ7B Diagonal Hip Girder 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Inclusthes, Inc. Fri Jun 1 12:09:47 2018 Page I
ID:zRSREVFepZFZ—OLY7U9jlztnLF-S8qNBv2LckFQvZVJ3r9wZurawo7QsUFSSQlnji XgEo
4-4-6 9-7-9
4-4-6 5-3-3
3x8 11 1.5x4 11
3x4 =
Dead Load Defl. 1/16 in
0 C66c
4-4-6
4-4-6
9-7-9
5-3-3
Plate Offsets (X,Y)-- 1:0-2-4,0-0-13]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.67 Vert(LL) 0.05 6-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BIC 0.60 Vert(CT) 0.13 6-7 895 240
BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Mat6x-MS Wind(LL) 0.04 6-7 999 240 Weight: 43 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 1-6-0
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 400/0-2-2 (min. 0-1-8)
4 169/Mechanical
5 309/Mechanical
Max Horz
1 136(LC 4)
Max Uplift
1 161(LC 4)
4 109(LC 4)
5 92(LC 4)
Max Grav
1 400(LC 1)
4 169(LC 1)
5 309(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOPCHORD
2-12=-706/228, 3-12=-658/227
BOTCHORD
1-14=-323/651, 14-15=-323/651,
7-15=-323/651, 7-16=-323/651,
6-16=-323/651
WEBS
3-6=-698/346
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);
cantilever left and dght exposed ; end verlical left
exposed; Lumber DOL=1.60 plate gdp DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 1.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 161 lb uplift at
joint 1, 109 lb uplift at joint 4 and 92 lb uplift at joint 5.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 19
lb down and 19 lb up at 1-1 -11, 73 Ity down and 89 lb
up at 1-1-11, 41 Ity down and 58 Ity up at 3-11-10, 41
lb down and 57 Ity up at 3-11 -10, and 59 lb down and
67 Ity up at 6-9-9, and 70 Ity down and 105 Ity up at
6-9-9 on top chord, and 7 lb down and 12 lb up at
1-1-11, 6 Ity down and 10 lb up at 1-1-11, 11 lb down
and 13 Ity up at 3-11-10, 12 Ity down at 3-11-10, and
31 Ity down at 6-9-9, and 31 Ity down at 6-9-9 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
I Plate lncrease=1.25
Uniform Loads (plf)
Vert: 1-4=-60, 5-8=-20
Concentrated Loads (lb)
Vert: 2=29(B) 13=-82(F=-43, B=-39) 14=-I(F)
15=-6(F=-5, B=-2) 16=-54(F=-28, B=-26)
Usts, PI ... ve 6 Mir vi rliA A?,. Its N51 5, 9 D—ml JW, Wlk Arlislyl TwWu , tLldus—kw.Sr—s. Udt,saWi-I*i,st4IDD,.
ehhk pvs sell -I cli III see TID It m,dk i I P.E. Anthony T. Tomb.a
r 80083
Ihhn!49:us%':P!W(a;a,0., A" — w .;. fitlilhtl In ponu,, suipid- 9 At WIMI(Impnin Sif, Is4f.m.lKSC pill.,Wbi In MSKA v?Td—uld'. p-1 psilut. TM M.; Axmpoaur':Isl, ead6a;,irialms fluput,fitss 51!, El?— W F—Vavtl Wt5i 4451 St. Lucie 61vd.
All 1, 1111 Fort Tsierce, FL 34946
opylighl 0 2016 A I Roof Lusses - Whey 1. Torrao 111. P.I. Reprodudioi of Ihis iosurnent, in any for., is prohibited withcul the wiflea pernsission horn A -I Real Trusses - Wharf 1, Torahs III, Isf.
Job Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031236
WRCEB2MM J5 Jack -Open 7 1
Job Reference _Coptional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:47 2018 Page I
ID:zRSREVFepZFZ OLY7U9jlztnLF-S8qNBv2LckFQvZVJ3r9wZurUWoD9saVSSQ[niizAgEo
0-0 5-0-0
0-0 5-0-0
I 'I
3x10 11
LOADING (psf) SPACING- 2 CS1. DEFL. in loc) I/defi L/d
TCLL 20.0 Plate Grip DOL
0 05 TC 0.44 Vert(LL) 0.02 4-5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.05 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 5 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MR Wind(LL) 0.03 4-5 999 240
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins, 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 quide.
REACTIONS. (lb/size)
5 272/0-3-8 (min. 0-1-8)
3 124/Mechanical
4 54/Mechanical
Max Horz
3 107(LC 12)
Max Uplift
5 131 (LC 12)
3 47(LC 12)
Max Grav
5 272(LC 1)
3 124(LC 1)
4 88(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-5=-253/462
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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 131 lb uplift at
joint 5 and 47 lb uplift at joint 3.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 18 lb FT = 10%
My '?mq t. 'A ; Iac ru SES Eufr4 ffliak' Tim & (Itallos usum, klya'; ka'15, IN lin". 1'rlhy Imp F.-l", .,A "A 0 . Vis Ns! )'V )-i'l JIV; "t Ills Aeklifl. hnb .i' F I. Ift!", .4.! ka, - uks stmi m &IDD, ly
F&TEk (itastir p- shot *-,,I ttr On IN It k Olt. 411 TAI Wts [10- ([.1- sperld! hp-j' 1! 0 " - Too -q-0, . .."a a a. fl."wd '4-i'l '!".0.1dof oll INP If, N :q' Tris i plll n a, IN .[yt ilt. I.N. Tk bip n-pus. IW:q 0- whkile', Anthony T. Tombo H!, P.E.
4 "l, 0 41 N's* ! 1.1tiq is IN 0 . N.", lk 0_"' '"ma " r lk W&I hip!: 4 Ill lk no rIf W W hom WIC'! ."k .1 M. 1. d It, TOD W '" fidi lost d 61 Trisi. 41'61! 1,A44, $.-P, i"Iffin W kr..-r 5W f rk rttpsW;q 0 z 80083
At. rk IDD W In d rhi-0 It. t.,16q (wrPilim WIN lamd. "t(sr, pw"w q M W WA td.t- 10 y-l pl- TPH 0.n W drl,m V Dnp., 1w, 5' F Far- .1 T,.s ."n 4451 St. Lucie Blvd.
Fort Pierce, FL 34946
opyrightel 2016A-1 kod hussts -Anthony 1. Tomb* III, P.I. 11plodVaian of this documint, in any form, is prohibited without tht wrinen perothsiop hom A-1 RoofTrosses Aithmayl. Tombo III, Ki.
Job Truss Trus Type Qtyy -
T-1
Ply Ply A NNRYANHOMES / ESTERO BAY V2
WRCEB2MM J7 Jack -Open 9 JR1
AID 2031 7
JJoybRefeence (ootional)
At Roof Trusses, Fort merce, FL 34946, design@altruss.com
1
1-0-6
3x8 11
Kun: mizu s uec ii zui / Fnnt: 8.12U s Uec 11 2011 Mi I ek Industries, Inc. Fri Jun 1 112:09:48 2018 Pagel
ID:zRSREVFepZFZ—OLY7U9jlztnLF-wKOmOF3—N20HXi4VcYg956OYgBRLbl lbh4VLFRzAgEn
7-0-0
Dead Load Defl. = 1/8 in
cpM
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 0.86 Vert(LL) 0.10 5-8 817 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.24 5-8 350 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 5 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.21 5-8 401 240 Weight: 27 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
SLIDER
Left 2x6 SP No.2 1-6-0
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 9-11-1 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation q ide.
REACTIONS. (lb/size)
4 183/Mochanical
2 342/0-3-8 (min. 0-1-8)
5 90/Mechanical
Max Horz
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. (1b)
Max. Comp./Max. Ten. - All forces 250 (1b) or less except
when shown.
TOPCHORD
2-3=-438/40
NOTES-
1) Wind: ASCE 7-10; Vult=l 50mph (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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 64 lb uplift at
joint 4 and 165 lb uplift at joint 2.
LOAD CASE(S)
Standard
Iti?,1 . .... . jm kj z,e mm, We, 71T, P.E. Anthony T. Tombo
5': nurf. TDD W nu pamats.al pdgrmsea! t,,14q (umr.,n See, d !u"r t 80083
4451 St. Lucie Blvd.
opyriIh102016AIkm,fhvsses Anthony 1. Tmabo 11L P.E. Repodudiom of this Jocomeol, in any form, is prohibited without the wrinen permission from A-] Rual Trusses - Anthony 1. henbo III, N.
Fort Plerce, FL 34946
Job Tru s Truss Type aty Ply RYAN HOMES / ESTERO BAY V2
A0031238
WRCEB2MM J7B Jack -Open 4 1
k Job Reference (optional)
X1 Roof Trusses, Fort Pierce, FIL 34946, design@al truss.com
3x
Run: 8-120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:48 2018 Page I
ID:zRSREVFepZFZ—OLY7U9jlztnLF-wKOmOF3_N20HXi4VcYg956OYbBT5bllbh4VLF8zAgEn
6-10-0
6-10-0
6-10-0
6-10-0
Dead Load Defl. = 1/8 in
Plate Offsets (X,Y)-- 4:0-3-0,0-2-8]
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) Ildefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.08 3-4 985 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) 0.19 3-4 409 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.08 4 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MR Wind(LL) 0.14 3-4 561 240 Weight: 23 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-8-6 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and requi
cross bracing be installed during truss erectio
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 262/0-1-8 (min. 0-1-8)
2 179/Mechanical
3 82/MechaniGal
Max Horz
2 123(LC 12)
Max Uplift
4 1 16(LC 12)
2 79(LC 12)
Max Grav
4 262(LC 1)
2 179(LC 1)
3 124(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-4=-2401417
NOTES-
1) 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=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
60L=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 116 lb uplift at
joint 4 and 79 lb uplift at joint 2.
LOAD CASE(S)
Standard
i
W"w" - plin, fi.qmy to"A 1 IMF IMSES iffilri G11% TiN & U 'tDITICkS (050t' ' NIR ' k xqcrd"[N-1 I... W4 Mitt W,ed,A, . N, Nis Dnip ),.in (TV'; q Its Arfln.il T b K tl Id.. slii itfw' lrgi,s A-m adeiu tk TDD,.-?
Anthony T. Tombo H!, P.E.
W A $is T;.i I!," lolk" i, th PuMme it. 9.,n. M fik, 1616! (Intou!'. . -w'A 9 fid Ill. vo 1V .1 th I'm kolii. A,al KL 1, Rpr 9 th MD 34 iny bril 06,T L-Sp 0 80083
4451 St. Lucie Blvd.
r MIN c Uldiol Ns Elli e.cqWMJ Fort Pierce, FL 34946
opytilhi E'7016 A I 1001fisiSSirS - Anthony 'L lombis Ill, Ii.f. Refuciludion of this sloisment, in coy form, is prohibiled without the written perinissicis from A-1 Roof Trusses Aothon 1. Tomb. 111, 1`1
Job T ss Trus Type Qty Ply
WRCEB2MM RT Jack -Open 7 J
RYANHONIES/ESTEROBA`Yv2
A0031239
Job Reference (optional)
1 Hour Trusses, Fort Pierce, I`-L 34946, clesign(c_ya 1 truss. com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:49 2018 Page 1
ID:zRSREVFepZFZ-OLY7U9jlztnLF-OWy8cb4c8MW89sfiAGBOeJwm8b n
1-0-00 7-G-0
0- 7-0-0
Dead Load Defl. = 3/16 in
U8 11 3x4 =
2_B_
M_-09 1 _" 16 7-0-0
3-8-0
Plate Offsets (X,Y)-- 2:0-3-0,0-0-61, [3:0-4-0,0 2-21
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.69 Vert(LL) 0.12 7 >708 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0-74 Vert(CT) 0.28 7 >295 240
BCLL 0-0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.04 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.24 7 >348 240 Weight: 33 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
83: 2x4 SP No.3
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 1-5-10
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 9-2-11 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 1711/Mechanical
2 364/0-3-8 (min. 0-1-8)
5 113/Mechanical
Max Horz
4 156(LC 12)
Max Uplift
4 49(LC 12)
2 154(LC 12)
5 5(LC 12)
Max Grav
4 171(LC 1)
2 364(LC 1)
5 146(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-334/0, 3-4=-94/259
BOTCHORD
2-8=-415/274, 6-8=-389/299
WEBS
3-8=-383/580
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasc1=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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
his truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 49 lb uplift at
joint 4, 154 lb uplift at joint 2 and 5 lb uplift at joint 5.
LOAD CASE(S)
Standard
PC, ED. .i
511111 AIS, Ik TID h el 104. IS. 1- D,,,I, F.0- (,!, sx-aft! 56."Vsmf " .!IDD Ott th ft, F0. Pk 1:1-1 Ns, ialMark, TD0.1y WerTN. 14 dmir-Dr."I. M:.; aw.s' "addry
0 Irs 'r .'. Ukl i, flu, 'mpeetiWoI 0 '. I-, tk C_" 'A"M "'I I; III IA'q Daipt" - N :1010 9 111 It' : V;1' 131 I.Di WC--d, .0 KI, 1, 0 In TD4 ,I 1 Ij 1, 0 111 T Anthony T. Tombo.111, P.E.
04 (carcom we, 1'rmerusficsrjouki ' MIA SKA-d-al. g-al?w- IN [kip.. I!- oesilr 0-0-
Z 80083
0'*. Wine IT, rMod.F.bm'. '.Iiq k, III Jus'." ma',i T., Nsi Niip C-.1i cllto-_4-aroslehIefiaT?11. 4451 St. Lucie Blvd. 41 (.py,ohl FJ 2016 A I Roof hussts - AnAmey 1. Tomlso 111, Is.f. Reproduction of this document, in any form, is prohibited without the writen permission from A-1 Roof Trusses Antbnyt Tombo
Fort Pierce, FL 34946
Job Tru s Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031240
WRCEB2MM MG7C Monopitch Girder 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, Fl- 34946, design@al truss.com Run: 8.120 s Dec 11 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:50 2018 Page 1
ID:zRSREVFepZFZ — OLY7U9jlztnLF-siV,/Wpx4Eufe?mOEukzidBXT04?6q3n3u8O—RKlzAgEI
3-6-0 -0
3-6-0 N6-0
1.5X4 11
3x10 11 UIS 11 4x6 =
3-6-0
3-6-0
0-0
Plate Offsets (X,Y)-- 1:0-5-0,0-1-141, [6:04-8,0-1-81
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 0.29 Vert(LL) 0.02 5-6 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.04 5-6 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix-MPs Wind(LL) 0.02 5-6 999 240 Weight: 42 lb FT=10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-1-7 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 9-6-8 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer
REACTIONS. (lb/size)
1 2026/0-3-8 (min. 0-2-6)
5 1430/Mechanical
Max Horz
1 138(LC 8)
Max Uplift
1 487(LC 8)
5 452(LC 8)
Max Grav
1 2026(LC 1)
5 1430(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten: - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-1 532/347, 2-3=-1 986/504
BOTCHORD
1 -11 =-560/1834, 11-12=-560/1834,
6-12=-560/1834, 6-13=-560/1834,
5-13=-560/1834
WEBS
3-6=-384/1603, 3-5=-2114/646
NOTES-
1) Wind: ASCE 1-10; 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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with. any other live
loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 487 lb uplift at
joint 1 and 452 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
8 lb down and 301 lb up at 1-0-12, and 805 lb
down and 227 lb up at 3-0-12, and 805 lb down and
246 lb up at 5-0-12 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plo
Vert: 1-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 11 =-1 298(F) 12=-805(F) 13=-805(F)
M tn's q"ip'it J "th, Anthony T. Tombo Ili, P.E.
4 80083
4451 St. bide Blvd.
TkOm ks t%Eti— 4011 0., Wing, FW Pierm, f-L 34946
R,poklive of this dminent in any Jolos"sivolsibitesi ytdool the .1itten Feinnissiou [to. A I kool Isom Anthony I, Torobt, 111 F.I. Zt
Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
WRCEB2MM V06 Valley 1 1
A0031241 IJobReference (optional) I
Ai Roof T russes, Fort Pierce, FL 34946, design@)a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:50 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-sj\AfWpx4Eufe?mOEukzidBXT29?EX3xEu8O—RK4z.AgEI
3-0-0 1 6-0-0
10
10
Plate
2x4 5'
5. GO F1-2
30 =
5-11-6
2x4
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES we 0.00 Horz(CT) 0.00 3 n/a n1a
BCDL 10.0 Code FBC2017rrPI2014 Matrix-P Weight: 16 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOTCHORID
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 180/5-10-13 (min. 0-1-8)
3 180/5-10-13 (min. 0-1-8)
Max Horz
1 -17(LC 13)
Max Uplift
1 -52(LC 12)
3 -52(LC 13)
Max Grav
1 180(LC 1)
3 180(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-194/271, 2-3=-194/271
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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 52 lb uplift at
joint 1 and 52 lb uplift at joint 3.
LOAD CASE(S)
Standard
3. WyM, % 1cof ?Ir'SES Si4 i4 r, ii qbt liol", NTlim Wil OQWL[%#-fr ki.? pmm W,.i n, . IN, 11"s N;ir [.aj DN .1 -t! 4r., T, 5.j. fl. I Ije, vtfg, ttl . a, U
Anthony T. Tombo 111, RE, W 0 1 1. N414 d fi, N., I. '.." .*-d rim . W 1,1*4 4 Im W,r 0 Ih IV: Ih V W ..1 0,4M At .4 in I. I up 10 h. IN w .1 i"d !10 lu Wil; W q hljnai, m?, i ev. d k.iq 44 a. jk t 80083
Eqi- d Wag. I q";A I,- id.,i I. in 4451 t. Lud, 6Nd-
apyrighl;V 2016A I Rest Imses ItFAvaip. d this dataintat, in any lemji pohibittd.d.ni Ine.offn pemism. 110ni A I Roo! Ifusses
For, Piefce., PL 34946Zi
a " ", i "
Job Truss Truss Type Qty Ply RYAN HOMES / ESTERO BAY V2
A0031242
WRCEB2MM V10 Valley 1 1
Job Reference (optional)
kl Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
5. 0 0 Fl-2
Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:51 2018 Page 1
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-Lv4ulG5sfzmsOAp4lgDsjkOBIPc?oN2lN2i?sTzAgEk
10-0-0
5-0-0
4x4 =
9
2X4
1.5x4 I I
M
ON! 06 10-0-019-11-6
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 0.26 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n1a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 31 lb FT = 10%
LIJIVIBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 150/9-10-13 (min. 0-1-8)
3 150/9-10-13 (min. 0-1-8)
4 38019-10-13 (min. 0-1-8)
Max Horz
1 32(LC 16)
Max Uplift
1 58(LC 12)
3 63(LC 13)
4 80(LC 12)
Max Grav
1 153(LC 23)
3 153(LC 24)
4 380(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
2-4=-256/311
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=l 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 C7C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed:C-C for members
and forces & MWFRS, for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psfbottom
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 58 lb uplift at
joint 1, 63 lb uplift at joint 3 and 80 lb uplift at joint 4.
LOAD CASE(S)
Standard
Sit— it, "d . F .'Pw meo"mi mm'W:' 4, *-, ko 0. ojl' 1!!69 lNuly, W. 'N. b. J om Anthony T. Tombo IlA, P,E
W IN E. 14 "t 10, *? M.9 0 o' 1"I'; .:-k; wik""WW. c"..d ..q M L Mt!lsiali&'- jV 80083
P'—"Wj ah.i gb.W C.P.. S&T, W.."1UP'p"Ay MW Ski —d—j 5F—V"' M.90—.4"
4451 St. Lurie Blvd.
For, Pierce, --L 34946
hp,61too olikk AwM01 in any forotjs Ifi—noe" Femissio" Im A I too] Ims's An1h..ylA..boII1'P1ZE
Job Truss Truss Type Qty Ply RYAN HOMES/ ESTERO BAY v2
WRCEB2MM VM3 Valley A0031243
Job Reference (optional)
I Roof Trusses, r-on: Fjerce, t-L i494b, aesign(a_)a1truss.com
ci
c
90
Kun: MIZUS NOV IZZU11 Flnnl: b.12US Uec 11 ZUI/ MileKindustries, Inc. FnJun 112: :522018Pagel
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-p5dGEc6UQHujOKNHrOk5GyYPGpzAXrkBbiTYMzAgEj
2x4 --
F-;—,
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999
TCDL Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n1a 999
BCLL 0: 0, Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
IBCDL 10-0 Code FBC2017/TP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc, bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 90/2-11-6 (min. 0-1-8)
2 67/2-11-6 (min. 0-1-8)
3 22/2-11-6 (min. 0-1-8)
Max Horz
1 46(LC 12)
Max Uplift
1 22(LC 12)
2 53(LC 12)
Max Grav
1 90(LC 1)
2 67(LC 1)
3 45(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp Q Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Bearing at joint(s) 2 considers parallel to grain value
using ANSl1TPI 1 angle to grain formula. Building
designer should verity capacity of bearing surface.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 22 lb uplift at
joint 1 and 53 lb uplift at joint 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 8 lb FT = 10%
Anthony T. Tornbo 111, P.E
80083
44 51 ;t. Lude 81A. Zh AnIhonyl.TombalILP1 1,pedunian at IM5 dcfuwnt ii any lom, plobbiled dhtd th -HrW pelmissio, fienn A I Eve, hom
Fo--Pier,,e, ' L 34946
Job 11, Tru s Truss Type Oty Ply RYAN HOMES / ESTERO BAY V2
A0031244
WRCEB2MM VM5 Valley 1 1
Job Reference (optional)
11 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Dec 11 2017 MiTek Industries, Inc. Fri Jun 1 12:09:52 2018 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-p5dGEc6UQHujOKNHrOk5GyYKKpwsXrkBbiTYOvzAgEj
5-0-0
5-0-0
1.5x4 11
3
2x4 1.5X4 11
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 0.43 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n1a n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix-P Weight: 16 lb FT = 10%
LIJIVIBER-
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOPCHORD
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.
REACTIONS. lb/size)
164/4-11-6 (min. 0-1-8)
3 164/4-11-6 (min. 0-1-8)
Max Horz
1 83(LC 12)
Max Uplift
1 41 (LC 12)
3 75(LC 12)
Max Grav
1 164(LC 1)
3 164(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasc1=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) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas, where a ,
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 41 lb uplift at joint
1 and 75 lb uplift at joint 3.
Mip",41' DMW-V. 1, 1" M.? L fe-.? Wo id—!. Wi; 0—i,i MWO TDO, Wy
pl"hil k' '41".- M ki, 'ed A, Nl ",P ho-ti 5"..' fV.W.A' ..y T l —"Pwo ov., rO.S."i I. '-. 6"jr w. "k RI!, In Anthony T, Tombo III, RE
0083
5v- C., 4451 St. Lucie Blvd.
For Pierce, FL 34946
Ar'1h0vyLNmbeIlLP1 Repod.-nion ol lhi dmmat, ir, aq lem,ii pfohibited wzlhul the wn-teff permsio I'm A I Real hums
JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION STDTL01
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946 Attach King Jack w/ (3) 16d Toe
772-409-1010 ---)
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
Attach End Jack's
w/ (4) 16d Toe Nails @ TC
3) 16d Toe Nails @ BC 101
I
ttach Corner Jack's
2) 16d Toe Nails
@ TIC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
Wq,941.-' Tw;W lj?, tvial'Imi, ft, wWe jkitr . tf-win,:. N w ob. I Pow.t?,,f Ant.hcrfv E Tonto III, P.E.
80083
od w'!0fw - -,vw, 0,g 4451 St. Lucie Blvr, 0-4 filt,,),,q,,Iqi,,k l!.4,1.q 0,,ip,..,,,4--—ol..li 4
CopyjIfis ' I)J6 A, I feel Trg",S A,*ovy 1, lode Ill, P1 fep,Asoiop of th.s iowwo, :n opylcts', is prohibled ifto Me -left iovffl4sior. irt-n! A I for! lww Fort Pierce, FL 34946
FEBRUARY 17,2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
m
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE ' FL 34946
772-409-1010
ALTERNATE DIAGONAL BRACING TO THE BDTTDM CHORO
I' - 3' MAX.
DIAG. BRACE
AT 1/3 POINTS.
IF NEEDED
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES
24' D.C.
N
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
2XG DIAGONAL BRACE SPACED 4B'
D.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. SCAB ALONG
NAILING SCHEDULE: VERTICAL
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131'
X 3') NAILS SPACED 6' D.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-99, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3*) NAILS SPACED 6' D.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUSE
MAXIMUM STUD LENGTHS ARE LISTED DN PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE I ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYEO
STUDS. TRUSSES WITHOUT INLAYEO
STUDS ARE NOT ADDRESSED HERE.
STANDARD GABLE
TRUSS
UKAL
TRUSS
Tl in
AN ADEDUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
STANDARD PIGGYBACK TRUSSJULY17, 2017
CONNECTION DETAIL
STDTL04,'
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.C. OR LESS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FIL 34946
772409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' O.CJ A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2"X 8"
TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48"O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8"TEE-LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.,
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
i*,,' WWI ,,t' w..*
Anuriny T. Tombo—M, P.E.
89083
k,,,hd 44 1 SL w6e alvj
imtdvflwotl'l im"wi, ig Doy 40m, the W'intn petmisico kom A-1 Roof hv'Its - h$gpy I Tomio Ill. P'I'
Fort P!Llfrl?, FL 340,46
JULY 17, 2017 TRUSSED VALLEY SET DETAIL --SHEATHED STDTL05
A-1 ROOF TRUSSES
A-1 07 1 1 1 lr ml %tn
FOF
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6"O.C.
DETAIL A
ATTACH 2X4 CONTINUOUS 42
SYP TO THE ROOF W1 TWO USP
WS45 (1/4- X 4-5") WOOD SCREWS
INTO EACH BASE TRUSS.
GENERAL SPECIFICATIONS:
1 . NAIL SIZE = 3" X 0.131" = 10d
2. WOOD SCREW = 4.5"WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL"A'.
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24"O-C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
Arithunyl. Tonto H], P.E
wv 0 fl i I., k MA h 46* ild qw. 0 b. DAn N,w fi A ft 11f.: 14% im b..al w if!4. N arad i fm 7,11 W W.! fAm 9 th, fi,11, lle'dtq we'4 W i—I "w k N 8800 3
451 St Uicre Elvl,,
For' Pim e, FL 31946
coppiptl 0 20NA-1 whnstl - 111tosyL romho III, F.f. itpodutlitiolitis dvontal; ir. cry lom . pohiiiiet wmai IN X-1 100 Imses , hqov 1, lmho IIIJ1
FEBRUARY 5, 2018 TRUSSED VALLEY SET DETAIL STDTI-06
GENERAL SPECIFICATIONS:
1. NAIL SIZE= 3"XO.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 INDIVILIAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
A-1 ROOF TRUSSES
6. NAILING DONE PER NOS - 01.
4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER
772-409-1010 TRUSS
SECURE
W/(
BASE TRUSSESVALLEYTRUSS
T' 11 11
GABLE END, COMMON
TRUSS, OR GIRDER
P Fl-2 VALLEY TRUSS TRUSS
TYPICAL)
SEE DETAIL"A"
BELOW (TYP.)
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF
SYP TO THE ROOF W/ TWO LISP MAX SPACING = 24"O.C. (BASE AND VALLEY)
WS3 (1/4' X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
INTO EACH BASE TRUSS.
i i —
NO SHEATHING) N.T.S.
Ill 1, PIE, bi d"'w.16 ONI; hmf. 16 U; i TOO 11.614-4r.-m
3go"*,q..df.M.
44451
oppigh Z;2016 A I Roofftosts 'Allhvy 1, lomh .Il' P1 ;!pldwim d ibis wmfllJa my lwmjs P oMiltd A.ultht rip'n pem"wol 41-om A! liodl[mles A.6 ot'FLIC4091,pil
Fortliwe, F
JULY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
ATTA(
WIND DESIGN PER ASCE 7-98, ASCE 7-
WIND DESIGN PER ASCE 7-10: 170 MPI
MAX MEAN ROOF HEIGHT - 30FEET
CATERGORY 11 BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:
MAX TOP CHORD TOTAL LOAD = 50 PS
MAX SPACING = 24"O.C. (BASE AND V/
I I x %-j %J %.jI L- Lj V r-% L- L. L- I %.) L- I L-4 L- 1 1-% 1 L.
HIGH WIND VELOCI
SUPPORTING TRUSSES UIREG I LY UNDER VALLEY I KUbbtb MUb I bE
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'- 10" ON AFFECTED
TOP -CHORDS -
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
F—NON-BEVELED MAXIMUM 6/12 PITCH NOWBEVELED
I BOTTOM CHORD H I BOTTOM CHORD]
LT--
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
STDTL07
Vol
V- k it b, hi -IN W'e 64. Is, Tlei Nq lq— fqi—' 0 lt"rw A M qswf5w;jttAd,1 I S 6,1,1d 6" An' thony I llumbo 111; P1:
to .1 Wala -A mlovAiri 4 ll Pop. .*mnt q'm 0 IN talk, LN54m; tht m-. il Iii K'm lK .4 Ii. [Lt. wilim ad MtM L Tm twouNt 1h, -A m Wris, 9 6A lm' wwlro wf V.sp; mllmid mq 'Wk m4. mitdi i 80083
4451 S- b je Blvd.
Fort Pierm F1 3,1946
FEBRUARY 17,2017 STANDARD GABLE END DETAIL STDTLO8 4
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
VER1
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
VERTICAL 2X6 SP OR SPF
STUD 2 DIAGONAL
BRACE
4) - l6d
NAILS 16d NAILS
SPACED 6' D.C.
2) 10d NAILS PBRACEINTO2XG
2X6 SP OR
SPIF #2
2X4 SP OR
SPF #2 TYPICAL HORIZONTAL
NAILED TO
2X4 VERTICALS
SECTION A -A
X
W/(4) - 10d NAILS
DIAGONAL BRACE 4' - 0' D.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGSNDIVIDUAL '
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
VV S To
THE FIRST TWO TRUSSES AS NOTED.
ARIES TO COMMON TRUSS TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH ENO.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) Eld NAILS MINIMUM ROOF
2X4 STD SPIF BLOCK
SHEATHING3X4= PLYWOOD SHEATHING Td
DIAGONAL BRACING L - BRACING REFER
NOTE:
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
1.
2.
MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
CONNECTION BETWEEN BOTTOM
2) - 10d
CHORD OF GABLE END TRUSS AND WALL TO 12' NAILS
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. 1/
3
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM. V4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' D.C. TRUSSES @1 241 OZ.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - 0' D.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE
WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' D.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
OIA60NAL
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 #3 1 STUD 16'0.C. 3-3-10 4-9-12 6-6-11 9-10-15
2X4 SP #3 1 STUD 24"O.C. 2-8-6 3-11-3 54-12 8-1-2
2X4 SP #2 12"O.C. 3-10-15 5-6-11 6-6-11 11-8-14
2X4 SP #2 16"O.C. 3-6-11 4-9-12 6-6-11 10-8-0
2X4 SP #2 24' O.C.] 3-1-4 3-11-3 1 6-2-9 1 9.3-13
DIAGONAL BRACES OVER 6' - 3- REQUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH 10d NAILS 6' D.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
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.
o F BRUARY 17,2017
T-BRACE / I -BRACE DETAIL
STDTL09
WITH 2X BRACE ONLY I
qOTES:
r-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINI
S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH.
rHIS 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
772-409-1010
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6, D.C.
NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
SPACING
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I -BRACE
NAIL
WEB
T-BRACE
SECTION OETAILS
FEBRUARY 17,2017 LATERAL BRACING RECOMMENDATIONS I STDTL10
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772AO9-1010
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2XG STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
OF THE METHODS ILLUSTRATED BELOW.
NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL 13RACING REQUIREMENTS FOR THE
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
USE METAL FRAMING
ANCHOR TO ATTACH
TO TOP CHORD
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
USE METAL FRAMING
ANCHOR TO ATTACH
TO BOTTOM CHORD
TRUSS
I,
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
Ell WITH (3) - 10d CAB WITH (3) - 10d
NAILS (0.131, x 31) NAILS (0.131' X 3'). ATTACH TO VERTICAL
WEB WITH (3) - 10d
NAILS (0131' X 3')
ATTACH TO VERTICAL
WEB WITH (3) - 10d
NAILS (0-131' X 3')
2X6
STRONGBACK
4' -
TYPICAL
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
2) - 10d NAILS (0.131'
X X) IN EACH CHORD
ATTACH TO VERTICAL
SCAB WITH (3) - l0d
NAILS (0.131' X 3')
0. WALL
SPLICE) (BY OTHERS)
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
0216' DIA.)
INSERT SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 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 SCA13
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)
1 j
FEBRUARY 17,2017 1 LATERAL TOE -NAIL DETAIL I STDTLl 1
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FIL 34946
772409-1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45* WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
z 135 93.5 85.6 74.2 72.6 63.4
0
162 108.8I 99.6 86.4 84.5 73.8
ri
128 74.2 67.9 58.9 57.6 50.3
z0 131 75. 9 69.5 60.3 59.0 51.1
148 81.4 74.5 64.6 63.2 52.5
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0-162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30* TO 60'
THIS DETAIL IS ONLY APPLICABLE 0
THE THREE END DETAILS SHOWN BELOW]
IVIEWS SHOWN ARE FOR ILLUSTRATION PU
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
01
FEBRUARY 17,2017 UPLIFT TOE -NAIL DETAIL STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772AO9-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
NOTES:
TDE-NAIL WITHDRAWAL VALUES
PER NDS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
Lo
131 59 46 32 30 20z
0
i
135 60 48 33 30 20
Lr?
58 39 37 25
3 0 128 54 42 28 27 19
F__
LD
z
z
0 131 55 43 29 28 19
w
148 62 48 34 31 211
L0
i c
n
z
120 51 39 27 26 17
0
z 128 49 38 26 25 17
0
131 51 39 27 26 17
148 57 44 31 28 20
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER ENO 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.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - l6d NAILS (0.162' OIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 1.33:
3 (NAILS) X *37 (LB/NAIL) X 133 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2XIS BEARING WALL
NEAR SIDE
FAR Sl
E
TOP PLATE
OF WALL
IVIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
IL
NAIL
NAIL
SIDE VIEW END VIEW
MAY 15, 2018 TYPICAL 2X2 NAILER ATTACHMENT I STDTL1 3
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
2X2 NAILER ATTACHMENT GENERAL SPECIFICATIONS
NEW 2X2 SP NO. 3 ATTACHED TO
OVERHANG WITH (0.131"X3") MIN. 3 NAILS
NOTES:
1. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD AND PER NOS RECOMMENDATIONS.
T WHI is.. I.N u.mNir. fi lAt.z'-ib'l.' 'f#w.00Dp' W!
i'a4 .,d—,ftwow Amliony T.Joinbo, 111, P-E.
Si St Lke Blvd.
Foa D—rct FL:34946
p!td'1WA q *s dk'a-go' "thy lf"L is poliihiltil hoto rhe wiltes po6ision Im 9 1 Rod hsses Awka L Tomb 11; li.'E
April 11, 2016
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
STDTL14
v* 4
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FIL 34946
772-409-1010
4) 12d
TRUSS24 11
O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES
4) 12d
MAX 3011(21-611)
2x6 #2 SP (Both Faces)
24 11
O.C.
SIMPSON H5
Aithony T TomDo ill, 'P.E4'k—. N c"' --e' 0"W' i m ai—Ttil' 5, --4.
4451 t"Cie. B"d
Fort Pic -e, FL 149
Wh..y T l. 111, F.J.
0
1 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND IAFEBRUARY17,2017 DAMAGED OR MISSING CHORD SPLICE PLATES STDTLl 5
A- ROOF TRUSSES
4451 ST LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK *
X
INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30* 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36" 2681 4022 2454
1
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' D.C. AS SHOWN (131' DIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
10d NAILS NEAR SIDE
10d NAILS FAR SIDE
THE LOCATION OF THE BREAK MUST BE GREATER
THE REQUIRED X DIMENSION FROM ANY PERIMETER
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT
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.
i
vo,
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THAN OR EQUAL TO
BREAK OR HEEL JOINT
SEE SKETCH ABOVE).
FEBRUARY 17,2017 SCAB APPLIED OVERHANGS STDTL1 6
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 1.15
SPACING: 24' D.C.
TOP CHORD: 2X4 OR 2XIS
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED G' D.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X- SCAB
2.0,,x LL
24 MIN
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO 13E USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24'
D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
IREFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
3 5/8"1
5 9/16't
Note: Trusses are designed for SHINGLE material. Notify Truss manufacturer if material is other than shingle.
it On
5.--
EX t'
C
13
05 cr
A01 31"
V A 82 r
Tr
Z
A:9
A05
Alrj
7
AM
A05
A-14
A03
rO2
Cr5
U
E
C,
U
20'8"
5
CD
HATCH LEGENI= V0 3/4"
12" COFFER
M & - 8" 9'- 4" A1.F.
18'- 17/8" 181- 9 7/8" A.F.F.:
Truss I.D. rV—AL—LE-YU-1E —28,,
GraYity ( 51000#) / Uplift i,000#)
Horizontal I> 350#)
NU I t- ALL I XUbb I L) WALL ANU!UK I KUbb I U
LEDGER CONNECTIONS BY BUILDER
UNLESS NOTED OTHERWISE) E
NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE)
E
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY.
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE 79
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
REFER TO THE INDIVIDUAL TRUSS ENGINEERING
DRAWINGS FOR GRAVITY AND UPLIFT LOADS.
FOR BRACING & ERECTION DETAILS REFER
EER OF RECORDTOBCSI-03 ANDIOR ENGIN
2!1
REPRESENTS THE LEFT SIDE OF
EACH TRUSS DRAWING
E
JUS24 THD46
JUS26 —J MSH422
THD26 CK MUS26 7 :t ;'T
THD28
2CE, THD26
J) THD28-2 INi
JUS46 "His V
Z
IHBS HANGER BY BUILDER
LOADING ROOF FLOOR WIND LOAD
LIVE LOAD 20 40 ASCE 7-10
jj'E
DEAD LOAD 10 10 150
LIVE LOAD 10- 0 CATEGORY 11 -1
E
0
DEAD LOAD 10 5 ENCLOSED
TOTAL LOAD 40 55 FBC-2017 7 Z 2 -T
L
DURATION FACTOR L25 1.00 TPI - 2014
I
REMARKSREVDATEBY
Z
4 i t
if is understood that above
conditions have been reviewed APPROVED -a
are acceptable for the g
fabrication at trusses. APPROVED AS NOTED 4
elevations,pitches, overhangs,
fascias,ceiling REVISE AND RESUB.-VtT
elevations/pitches, bearing REJECTED
conditions & all detail pertaining
to this truss placement plan. No
back charges will be accepted
without previous written DATE
approval an A-t Roof
Trusses representative. REVIEWED BY
a- Z;
STRUCT: PLAN DATE ARCH: R
5'z
tt
CUSTOMER RYAN HOMES -a-
JOBNAME ESTEROBAYY2'M" 6k4,GER GH-%
2i-
OPTION(S) MASFRTRAY
COMMNTY KENSINGTON RESERVE LOT 43
2
LOT #
Z
GARAGE RIGHT
BLDG
4
JOB # 72814 MASTER WRCEE12MM -.i -9
DRAWN
DATE 03/24/2018
a
AAP N T. S. a--;! Z
It- 2
AA==A-1 R13OF
TRUS!9ES 1i
a t-
A FLORIDA CORPORATION i- - --- --- 11 -:i
Ph 772-409-1010 1 Fax 772409-1015 --T Ei t
h,1tp.-h',v
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
QqqApplicationNo:
Documented Construction Value:
Job Address: Historic District: Yes No
Parcel ID: Residentiato Commercial L
Type of Work. Newo AdditionEl AlterationD RepairEl DemoEl Change of UseEl Move I
Description of Work:jg 14 11
Title: Plan Review Contact Person:
Phone: -46,W680w F a-. 3IR6 3 Email: V CDYVN
Property Owner Information
R 11 Name - Phone:
f propeResidento rty?
City, State Zip:"MIIWOZX (z
C-
1
Information
Name Yhonp:, ad
12 FaStreet: Fax:
7
City, State Zip San., NStateLicense o.:
Arch itect/E ngi neer Information
Name: Phone:
Street: Fax:
city, St, Zip:, E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015 Pennit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, of 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 an&1'Ti`a-t " work will
be done in compliance with all applicable laws regulating construction and zo
Signature of Owner/Agent Date
Print,O Name Pj t'tont ctor
Signature.of Notary -State of Florida Date D; t
CHERYLD AKERS
MY COMMISSION # FFM962:
EXPIRES June 05, 2020A,
y 9s..o153
Owner/Agent is Personally Known to Me or
Produced ID Type of Produc'ed'ib Tvb't of ID
4
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingEl ElectricalEl MechanicaIE] PlumbingF] 'GasE] Roof[]
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft oflplft- Min. Occupancy Load: # of Stories:, -
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: YesF] No n # of Heads Fire Alarm Permit: YesE] No [-]
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING -
COMMENTS:
Revised: June 30,2015 Permit Application
STATEWIDE State Cert CAC032448
1-888-831-2665 UiAIR
N TINII'a AIR CONDITIONINGEA,
I.-
2 0 3 43
Estero Bay Opt 1st FL
Bedroom 2.5/2.5 14.00 14.00 3/1 7,388.00
Estero bay Opt 5th
Bdrm 2.0/2.5 14.00 14.00 4/1 7,464.00
Estero Bay Opt 5th
Bdrrn Study Home 2.5/2.5 14.00 / 14.00 3/1 7,399.00
Office
Estero Bay Opt Home
Off ice 2.5/2.5 14.00 / 14.00 3/1 7,399.00
Estero Bay Opt Study 2.o/2.5 14.00 / 14.00 3/1 7,228.00
Jasmine Cove 2.5 14.00 2/0 3,864.00
Jasmine Cove
Version 1 2.5 14.00 2/1 4,278.00
Jasmine Cove Version 1
Opt Luxury Bath 3.0
1
14.00 3/0 4,514.00
Jasmine Cove Version
1 Opt Sitting Rm 3.0 14.00 2/1 4,419.00
Lauderdale 3.5 14.00 2/1 4,788.00
Lauderdale Opt Bonus 5.0 14.00 2/1 6,643.00 Includes 2-Zon e
Trol A Temp
Lauderdale Opt Bonus
Bathrm 5.0 14.00 3/1 6,778.00 Includes 2-Zone
Trol A Temp
Lauderdale Opt Bonus
Bdrm 5.0 14.00 3/1 6,889.00 Includes 2-Zone
Trol A Temp
Palmdale 2.0/2.5 14.00 / 14.00 3/1 7,989.00 Revised 4/6/16
Ponte Vedra. 2.5 14.00 3/0 4,622.00 Added plan
9/6/16
Port Royal 4.0 14.00 4/0 5,097.00
Port Royal Opt Bonus 4.0/1.5 14.00 / 14.00 4/0 8,289.00
Port Royal Opt Bonus
Bath 4.0/1.5 14.00 / 14.00 5/0 8,395.00
Port Royal Opt Guest 5.0 14.00 5/0 5,859.00
Port Royal Opt Sitting 5.0 14.00 4/0 5,695.00
lf %C
S V Fk: C 1: R t I IC ft CA0132448
531 COD I ( 0 WAY
Smilord, FI 32771
11M 333-(*001,
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
8S5.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 3
Application Number . . . . . 18-00003299 Date 11/13/18
Property Address . . . . . . 3634 CRAWLEY DOWN LP
Parcel Number . . 17.20.31.5VC-0000-0430
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Permit . . . . . . MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1087030
Permit pin number 1087030
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 409 MHOI MECHANICAL ROUGH IN
1000 410 MH02 MECHANICAL FINAL
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.S41.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 18-00003299 Date 11/13/18
Application pin number . . . 303462
Property Address . . . . . . 3634 CRAWLEY DOWN LP
Parcel Number . . 17.20.31.5VC-0000-0430
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 397312
Application desc
need noc
Owner Contractor
RYAN HOMES RYAN HOMES
4307 VINELAND RD 4307 VINELAND RD H20
C/P TRACY M ORLANDO FL 32811
ORLANDO FL 32811 (407) 692-9820
407) 692-9831
Structure Information 000 000 ----------------------
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone . . . * * * * ' NONE
Other struct info . . . . . ELEC - # AMPS 200.00
PLUMBING FIXTURES 20.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 3674.00
Permit . . . . . . MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1087030
Permit pin number 1087030
Sub Contractor . DEL AIR HEATING A/C & REFRIGER
Permit Fee . . . . 110.00
Issue Date . . . . 11/13/18 Valuation . . 7143
Expiration Date . . 5/12/19
Qty Unit Charge Per Extension
BASE FEE 110.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
official if you have any questions at
407.688.5058 or at
dave.aldrich@sanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00
01-APPLCTN FEE -BUILDING 25.00
01-APPLCTN FEE -MECHANIC 25.00
01-APPLCTN FEE -PLUMBING 25.00
01-BLDG PLAN REVIEW 1416.00
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
OCT 2 3 2018 PERMIT APPLICATION
BY—, Appflcation No:
Documented Construction Value: $
UOn kCJobAddress;3(r,J rjhu*u Historic District: YesEl NoEl
Parcel ID:
Resident
I
i Q._Commercial El
Type of Work: R_ Addition El Alteration El Repair El - Demo El Change of Use 0 Move El
Description of Work: N) J-0 )) C 3
Plan ReNiew Contact Person:
Phone: Fax: Email:
Title:
Property Owner Information
Name LA Phone: 4 D'7 -
Street:14'-
Resident of property?
City, State Zip: ry li
Contractor Information
Name Qf - (--- '()
1) LPhone: R 103
Street: 'T 0 Fax: -107-
City, State Zi 3\\L_) ah-w-104 11 3J State License No.:,
Name:
Street:
city, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT.
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 perfon-ned to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code
Revised: June 30, 2015
Permit Application
NOTICE: In addition to the requirements of this peni-tit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as 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 ofOwner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID - . Type of ID
gignature of Contractor/Agent Date
Print'Contractor/Agcnt's Name
Signature of Notary -State of Florida Date
Sky pue PAMELASTERNUS
Cornmission # GG 110622
Expires August 7, 2021
Bonded Thm BudSet Notary Servion
Contractor/Agent is Personally Known to Me or
Produced ID — Vype of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building[] ElectricalE] Mechanical[] PlumbingE] Gas[] Roof R
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes D NoEl # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: YesE] No []
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 18-00003299 Date 10/23/18
Application pin number . . . 303462
Property Address . . . . . . 3634 CRAWLEY DOWN LP
Parcel Number . . . . . . . . 17.20.31.5VC-0000-0430
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 397312
Application desc
need noc
Owner Contractor
RYAN HOMES RYAN HOMES
4307 VINELAND RD 4307 VINELAND RD H20
C/P TRACY M ORLANDO FL 32811
ORLANDO FL 32811 (407) 692-9820
407) 692-9831
Structure Information 000 000 ----------------------
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone . . . . . . . . NONE
Other struct info . . . . . ELEC - # AMPS 200.00
PLUMBING FIXTURES 20.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 3674.00
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Phone Access Code 1083856
Permit pin number 1083856
Sub Contractor . PALMER ELECTRIC COMPANY
Permit Fee . . . . 110.00
Issue Date . . . . 10/23/18 Valuation . . 5423
Expiration Date . . 4/21/19
Qty Unit Charge Per Extension
BASE FEE 30.00
200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
official if you have any questions at
407.688.5058 or at
dave.aldrich@sanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00
01-APPLCTN FEE -BUILDING 25.00
01-APPLCTN FEE -PLUMBING 25.00
01-BLDG PLAN REVIEW 1416.00
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 . . . . . 18-00003299 Date 10/23/18
Property Address . . . . . . 3634 CRAWLEY DOWN LP
Parcel Number . . . . . . . . 17.20.31.5VC-0000-0430
Application description . . . NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Phone Access Code 1083856
Permit pin number 1083856
Required Inspections
Phone Insp
Seq Insp# Code Description Initials Date
10 221 SSB FOOTER/SLAB STEEL BOND.
20 212 EL01 ELEC ROUGH
20-1000 216 TUGP TEMPORARY UNDERGROUND POWER
1000 213 EL02 ELECTRIC FINAL
DESCRIPTION AS FURNISHED: Lot 43, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
18 - BOUNDARY FOR / CERTIFIED TO: Ryon Homes1NVR Inc.
LOT 29 LOT 28
S 00019'09" E
60. 00'
38.50' 38.50'
1 LOT 43 1 48.50'
10.00'
30.0'
6
Z'
t.' L 10.00,
10.0' 6
LOT 42 1xi
CO FORMBOARD FOUNDATION
TOP OF FORMS = 27.53'
10.00'
19.3'
20.7'
10.00,
34.50'
25.50' 25.50'
10' UTIL. ESMT.
S 00019'09" E (B.B.)
60.00,
Q
Q)
Q)
vt
a
0)
co
LOT 27
LOT 44
292..44-' - -- -P-Q0
6 lq
CRA Tr -LEY -D 0 IVY 10
50' PRIVATE RIW)
PROPOSED = FINSHED SPOT GRADE ELEVATIONS
1-1 - —
FRONT - = 25 .
PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20'
PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 2,453± SQUARE FEET OR 35.5% SIDE 5' FOR 40' LOTS
LOT GRADING TYPE A LOT CONTAINS 6,900± SQUARE FEET SIDE 7.5' FOR 60' LOTS
PROPOSED FINISH FLOOR PER PLANS = 27.5' LIVING AREA CONTAINS 1, 766± SQUARE FEET SIDE 10' FOR 75' LOTS
CONCILANA11PORCH CONTAINS 687± SQUARE FEET SIDE STREET = 25'
777CRUSEWHEYER-SCO-7 D SUR VEYORS1VCLA_ZVASSOC, I
LEGEND - LEGEND -
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
P PLAT PAIL POINT 13N LINE
NOTES: F FIELD TYP. TYPICAL
I.P. IRON PIPE PAr— POINT [IF CREVERSE CURVATUREI.R. IRON ROD P.CJC. POINT OF IIMP"D CURVATURE 1. THE UNDERSIGNED DOES HERESY CERTTFY THAT THIS SURVEY MEE7S THE STANDARDS OF' PRACTCE SET FORTH BY THE FLORIDA BOARD OF
C.N. CONCRETE MONUMENT RAD. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5)-17 FLORIDA ADMINISTRATNE CODE PURS~ TO SEC17ON 472.027, FLORIDA STATUES
N13N RADIALSETI.R. i/V M /#LB 4596 NJL - 2 UNLESS SIBOSSED WITH SURVEYDR'S SIGN,47VRE AND ORIGINAL PAJSM SEAL. THIS SURVEY MAP OR COPIES ARE NOT VAUD
REC. RECOVERED WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS
P.O.B. POINT OF BEGINNING CAL.C. CALCLILATED OR EASEMENTS THAT AFFECT THIS PROPERTY.
P.ILC. POINT [IF COMMENCEMENT P-RM. PERMANENT REFERENCE MONUMENT 4. No UNDERGROUND IMPROVEMEHyS FAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
I CENTERLINE F.F. FINISHED FLOOR ELEVAT ON
N&D NAIL D SK B.S.L BUILDING SETBACK LINE 1 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF' THOSE CERTIFIM TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY.
R/W RIGHT 13FI WAY Bx ENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCA77ON OF IMPROV04003 HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
CSMT. EASEMENT ILI BASE REARING 7 BEARINGS. ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.S.)
DRAIN.' DRAINAGE ELEVATIONS, IF SHOWN, ARE BASED ON 94770MAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERME NOTED.
UTIL UTILITY
CL.FC. CHAIN LINK FENCE
9. CERTIFICATE OF AUTHORIZATION No. 4596.
VD.FC. WOOD FENCE
C/B CONCRETE BLOCK SCALE F-- I* - 20 ----1 DRAWN By..
P POINT OF CURVATURE
T: POINT (IF TANGENCY 0 CERTIFIED BY. DATE ORDER No.
DESCI DESCRIPTION
R DIUSRA PLOT PLAN 07-02-2018 4304-18
ARt LEN TH
D DELT FORMBOARD FOUNDATIONIELEVS. 10-29-2018 7126-18
C CHORD
C.B1 CHORD BEARING
NORTH
I —
A, . )J--
V-
THIS NOT UE WITHINBUILDINGIPROPERTYDOES
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER IFIRM" TOIX . RUSEN R.LK jq 4714
JAMV. SCOTT, R.LS 1 4801
ZONE -X" MAP I 12117CO09OF (09-28-07)
4 -i-fr%n7-'X')'nnnrT
UES Project NO: U I U-
UN VER5AL Workorder No: 9412747-1
ENGINEERING SCIENCES Report Date: 10/26/2018
Consultants In: Geotechnical Engineering Environmental Sciences
Geophysical Services - Construction Materials Testing - Threshold Inspection
Building inspection - Plan Review - Building Code Administration
3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106
In -Place Density Test ReRort
Ryan Homes UIESTechnician: DiJon Davis
Client: 6", 4307 Vineland Road Suite H-1 0. Tested: 10/26/2018rQAte
Orlando, FL 32811
Project: Kensington Reserve, House L t-T-e9ting
3998 Brisson Avenue, Sanford, Seminole County, FL 32773
Area Tested: Lot 43-3634 Crawley Down Loop Typg-g-f -Test
Material: Fill
Field: ASTM D-2937 Drive Cylinder Method
Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified P
I
roctor
hn minimiirn Qx;% MlAtiVe soil comDaction requirement of Laboratory Proctor maximum dry density.
Range
0-1 ft
1-2 ft
1-2 ft
1-2 ft
2-3 ft
Vlaximum:)ptimum
Density
Pcf)
105.4
105.4
105.4
105.4
105.4
Moisture
12.2
12.2
12.2
12.2
12.2
FieldDrY
Density
pcf)
102.6
104.5
101.6
105.8
1012
Field
Moisture
1%1
7.9
8.6
8.1
8.0
1 8.7
Soil
Compaction
97
99
96
100
98
Fill
Depth
inch)
N/A
N/A
N/A
N/A
N/A
Pass
or Fail
Pas!
Pas:
Pasi
Pas:
Pas:
Test
No. Location of Test
1
2
3
4
5
North proposed footings
East proposed footings
West proposed footings
NW corner of pad(TOF)
1
SE corner of pad(TOF)
Remarks: At the time of testing no footing were no dugout. I dug down to the proposea TooTing anU:sLd1Lt:u Lwz,
IF
I
ov A. VC) cf
Job Address:
Parcel ED:
Type of Work. New
Description of Work:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: q1
Documented Construction Value: $
117,Ul" LnW- I]: Historic District: Yes
0 ResidentiAj)commercial
Addition El AlterationEl Repair 11 Demo D Change of Use [I MoveEl
New Residential
Plan Review Contact Person: Jamie Blackwell Title: Clerical
Phone: 407-323-7515 Fax: 407-323-89H-4madl-i'nfo rRabi-orlando.com
Property Owner Information
Name ityt u-') Phone:
Street: Resident of property? NO
City, State Zip:
Name , Advantage Plumbing, Inc.
Street: PO Box 1117
City, State Zip: Sanford, FL 32772
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Contractor Information
Phone: 407-323-7515
Fax: 407-323-8954
State License No.: CF-0057881
Arch itect/Engi neer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE - BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code
Revised: June 30,2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and then may be additional permits required from othe
management districts, state agencies, or fcoleral agencies. r governmental entities such as water
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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current rCC Valuation Table in effi-ect at the time the permit is issued, inaccordancewithlocalordinance, Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees wben the permit is issuecL
ONVNERIS AFFEDAVIT: I certify that all of the foregoing information is accurate and that all work win
e done in compliance with all applicable laws regulating constructionand zoning.
Date
P'Ma in e
f4o—tar
Owner/Agent is Personally Known to Me
or Produced ID _ Type of rD
ilgil-ft- -fC--ftdeApt le
A. Thomas Smith
Print ContraelpdAgmit's Maine
1v
S' 0 tary-lite DateMe14VhLi6amicke-s"Im
NOTARY PUBLIC
STATE OF FLORIDA
Ccrrwn#GG136M
Expires 802112021
Con cto gent is X Personally Known to Me or
Produced ID _ Type of H)
BELOW IS FOR-0MCE USE ONLY
Permits Required: BuildingEl Electrical[] MechanicalE] PlunibingE] Gas[] Roof[]
Construction Type:____._ Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:_
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes El No El # of Heads Fire Alarm Permit: Yes No[]
APPROVALS: ZONNG: UTILITIES: WASTE WATER.
ENGINEERING:, FIRE: BUILDING:
CONEMNTS:
Revised: June 30,2015
P-nit Applicakon
Ig— :5c' 77
15 lightyears, Inc
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
15 lightyears
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building
Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing.
The attached forms were provided by the Florida Building Commission as the accepted forms to be
submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical
Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through
R-80 (page numbers 159-161).
Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM
These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2,
Prescriptive, Performance, and Energy Rating Index (ERI) paths.
We are working with building departments across Florida to standardized the form submittal process and
would like your department to allow these forms to meet compliance. If there are any issues with
accepting these forms, please reach out to me directly and I will ensure that we submit any specific form
that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com
Respectfully,
Timothy jth
15 Lightyears, Chief Operations Officer
Energy Technical Advisor
RESNET Quality Assurance Designee
IECC Residential Energy Inspector/ Plans Examiner
Member, Building Officials Association of Florida Member and Code Development Committee
participating member Also, representative to the Florida Building Commissions, Energy Technical
Advisory Committee for the B OAF- CDC .
FORM R405.4.1-2017
Envelope Leakage Test Report(Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
jurisdiction: Permit #:
Builder: "k,dAl\ Community: JA?ej!cjkn,:,,nn Lot:
Address:
City:
Unit:
State: (--/— Zip:
ill penetratioi
d; beyond th
eclosed, but
11 be closed a
Company Name: 15 Lightyears, Inc Phone: (855)-438-1515
1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to the compliance method selected above.
Signature of Tester:- Date of Test: c 2- 05-11 q
Printed Name of Tester: A4k Aj('64_":5
Ir-7 / VV
Lice nse/Ce rtifi cati on #: 1) T-6 Issuing Authority: RESNET
I FORM R402-2017
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
System 1 7 cfm25
System 2
cfm25
System 3 cfm25
Sum of any
additional systems cfm25
Total of all
systems cfm25
erformancefERUMethod cfm2S:.
11
Out: Orjotal)
4w* 0 ova
Lertificcitc,
o%
ai'Achievement
THIS ACKNOWLEDGES THAT
Kyle Higgins
HAS MET THE STAN DA RD REQU I RED BY RESNET, ASA
CERTIFIED RATING FIELD INSPECTOR
RFI # BHEDTG
Certirication Date: November 11, 2018
Certirication Expires: November 11, 2021
Tim Smith,
RESNET Quality Assurance Designee