HomeMy WebLinkAbout3617 Crawley Down Lp 18-4428; NEW SFHCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ T4-053-
Job Address: 3617 Crawley Down Loop Historic District: YesEl No 51 Parcel
ID: 17-20-31-5VC-0000-0510 Residential R CommercialEl Type of
Work: NewFxl Addition 11 AlterationEl RepairEl DemoE] Change of UseEl MoveEl 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.
c1ba Rvan Homes
Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident
of property? : City, State Zip: Orlando FL 32811
Name NVR, Inc, dba Ryan Homes
Street: 4307 Vineland Rd # H-20
Contractor Information Phone: 407-692-9820
Fax: 407-
692-9821 City, State
Zip: Orlando FL 32811
State License No.: CGC1517157 Architect/Engineer Information Name: AB Design
Street: 1441 N
Ronald Reagan Blvd
City, St, Zip: Longwood FL Phone:
407-774-6078 Fax: 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: fit" Edition (2014) Florida Building ('ode 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 JCC 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 a Ring.
10/31/2018 10/31/2018
gnat"rAgent Date Signatur o on actor gent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name Print Contractor/Agent's Name
10/31/2018
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
53 2 5'3
P
Owner/Agent is _X__ Personally Known to Me or Contractor/Agent is __)(_ Personally Known to Me or
Produced ID Type of ID Produced ID __ Type of ID
Permits Required: BuildingRr Electrical Mechanicalc--'- Plumbingo GasR Roof[] DT
Construction Type: Occupancy Use: _Q_ Flood Zone: IL _5cv:
Total Sq Ft of Bldg: 2 Min. Occupancy Load: 17 # of Stories:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes F] No K' it of Heads
APPROVALS: ZONING: at UTILITIES:
47-
ENGINEERING: MkC, IZ-5-16 FIRE:
COMMENTS, Ok to construct single family home
with setbacks and impervious area
shown on plan. 540,cq A
C"" J4t4ff__ 3(- 10 Plumbing - #
of Fixtures ly . Fire
Alarm Permit: Yes[] N4_-_-1 CJWASTE
WATER: BUILDING:
5LI 441y Revised:
June 30, 2015 permit Application
Job Address: 3617 Crawley Down Loop
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: ( B- L(Lu 8
Documented Construction Value: $ 94,033
Historic District: YesEl No [A Parcel
ID: 17-20-31-5VC-0000-0510 Residential nX Commercial 11 Type
of Work: New nX AdditionEl AlterationEl RepairE] DemoF] Change ofUse E] MoveEl 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 NYE
INC dba-Evan
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.: CGC1517157 Arch itect/E ngi neer
Information Name: AB Design Street: 1441
N Ronald Reagan
Blvd City, St, Zip: Longwood FL
Bonding Company: N/A Address:
Phone: 407-774-6078
Fax:
E-mail: brian@abdesigngroup.com
Mortgage
Lender: N/A Address:
WARNING TO OWNER: YOUR
FAILURE
TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO
YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made
to
obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc. FBC 105.3 Shall be
inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30,2015 Permit
Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction a5d-pning.
4f10/31/2018 'Ir 10/31/2018
Signat&0Rer:Agent Date Sign at ure(oYKonkacto`r4g-ent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name
10/31/2018
Signature of Notary -State of Florida Date
y P"P FOWLERMEAGANLYNNEF1,
MyCOMMISSION #GGQ63253 EXPIRC-&
January '17,2021 c,
60,10d Thnj Budget Notary Services Print
Contractor/Agent's Name 1/
2018 Signature
of Notary -State of Florida Date MEAGAN
LYNNE FOV&ER My
COMMISSION # GG 063253 Psi
EXPIRES- January 17,2021 i
Sonded Thru 6QdGe t Notary Services Owner/
Agent is x Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced
ID Type of ID Produced ID _ Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building D ElectricalE] Mechanical [] Plumbing[] Gast] RoofE] Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes[] NoE] APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
of
Heads UTILITIES:
FIRE:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: YesE] No F] WASTE
WATER: BUILDING:
Revised:
June 30, 2015 Permit Application
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date:
jjProjectName: Kensington Reserve Project Address: n _141 If
Building Permit #:VP&:iC_y_)11;? 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 set -vice
without notice. Further -more, 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 inechanisin (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 GFC1 outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Scott James Faber Ryan Homes
Print
7--
Name of w nant Signature
f r enant JURISDICTION
EMPLOYEE NAME: JURISDICTION:
Scott
James Faber - Ryan Homes Print
Name of for Signature
f ontractor CGC1517175
Gen.
Contractor License # CALLED
INTO: a Progress Energy Rev.
02/10/15) Scott
L Easterbrook - Palmer Electric Print
Name of El, Contractor Signature
of El. Contractor ECO003096
El.
Contractor License o
Florida Power and Light on _/_/
Grant Maloy Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2019065834 Book:9283 Page:1 950; (1 PAGES) RCD: 1/16/2019 12:39:35 PM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20
Oriando FL 32811
NOTICE OF COMMENCEMENT
Permit Number BR18-004428
Parcel ID Number: 1729-31&VC-0000-051 0
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 # 51 of Kensington Reserve 3617 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 Of other than owner listed above) Name: NA
Address:
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
6. SURETY (if applicable, a copy of the payment bond Is attached): Name- NA
6. LENDER:
Address:
Phone Number:
Amount of Bond:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Dayna Mitchell Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition, Owner designates of
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)
WAf?bfflG LO_ OWN§B: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Dayna Mitchell Assistant Secretary
Signs of Owner or Lessee, or 0*,nar's or Lessee's (Print Name and Provide Signatory's Tld*K)fko)
A orzed
State of Floridg County of - Qrange
The foregoing Instrument was acknowledged before me this (f-p- day of 20
by Qayna Mitchell Who Is personally known to me IX OR
Na" of person matting statwent
who has produced Identification 0 type of Identification produced:
z
KRISTIN R FERRILL
Imnilsslon 0 GG 23309
Expires July 11, 202111'01!Tlof 9OMfid Thru Budget Notary sarvim
10/31/2018 SCPA Parcel View: 17-20-31-5VC-0000-051 0
Propeqy-Regord Card
Parcel: 17-20-31-5VC-0000-0510
Property Address: 3617 CRAWLEY DOWN LOOP SANFORD, FL 32773
Parcel Information Value Summary
Parcel 17-20-31-5VC-0000-0510 2019 Working 2018 Certified
Owner(s) BRISSON WEST PROJECT I LLC
Values Values
i Valuation Method Cost/Market Cost/Market
Property Address 3617 CRAWLEY DOWN LOOP SANFORD, FL 32773
Number of Buildings 0 0
Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038
Depreciated Bldg Value
Subdivision Name KENS[nGTQN_RE-' _$ERVF
Depreciated EXFT Value
Tax District SI-SANFORD
Land Value (Market) $67,000 $67,000
DOR Use Code: 00-VACANT RESIDENTIAL
Land Value Ag
Exemptions
jus UMarket Value $67,000 $67,000
Portability Adj
Save Our Homes Adj $0 $0
I Amendment 1 Adj $0 $0
P&G Adj $0 $0
Assessed Value $67,000 $67,000
4
Tax Amount without SOH: $1,257.55
ZQ 1-821qx Bi f Amount $1,257.55
r
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 51
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
0 67,000
0 67,000
0 67,000
0 67,000
0 67,000
Qualified Vac/Imp
No Sales
I i P I Application for Paved Driveway, Sidewalk or
0 " Walkway Including Right -of -Way Use &
ILOR. I A 0; t%+ f %At
1877— C11" iiM%,4XJJ "U " v _%J M 43 Y
www.sanfordff.gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone: 407.688.5140 Fax: 407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way In accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Kr4w whar& belm
size and location of the existing right -,of -way and use shall be provided or application could be delayed, cabows"Vat
1. Project Location/Address: 3617 Crawley Down Loop, Sanford, FL 32773
2. Proposed Activity: [X Driveway 0 Walkway
3. Schedule of Work: Start Date Completion Date
4. Brief Description of Work: Construction of New Single Family Home
This application Is
Proparvomw-
Signature:7
Address: 44 in
by:
H-20 Orlando, FL 32811
Phone: (407) 692-9831 Fax:
Other:
Print Name: Tracy McDonald
Emergency Repairs
Email: trmcdona@nvrinc.com Date: 10/31/2018
Maintenance Responsibilitieslindemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement, This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said instattationfimprovement fully restoring the right-of-way to its previous condition. In the event that any Mute 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 factifies are in the public tight -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 -
ass (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: 10/31/2018
This permit shall be posted on the site during construction.
Please call 407.688.6080 24 hours In advance to schedule a pro -pour Inspection.
Official Use Only
Application No: Fee: Date:
Reviewed:
Public Works Date:
Utilities Date:
Approved:
Engineering Date:
Site Inspected by: Date:
Special Permit Conditions:
Novembar2015 ROW Use Driveway,pdf
COUNTY OF SEMINOLE 1 q--£ LA LZ
IMPACT FEE STATEMENT t
STATEMENT NUMBER: 18100009 DATE: December 06, 2018BUILDINGj
BUILDING PERMIT ATNUMBER: 18-10000936
UNIT ADDRESS: CRAWLEY DOWN LOOP 3617 17-20-31-5VC-0000-0510
TRAFFIC ZONE:022 JURISDICTION:
SEC: F,A
TWP: RNG: SUF:
SUBDIVISION:
PARCEL:
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: 3617 CRAWLEY DOWN LOOP / KENSINGTON
RESERVE / SFR
FEE BENEFIT RATE UNIT
1 ----------------
CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
a_
ROADS -ARTERIALS CO -WIDE ORD
Single Family Housing 705.00
ROADS -COLLECTORS N/A
1.000 dwl unit 705.00
mily Housing .00SingleCUE 1.000 dwl unit
FIRE R / u
00
00
LIBRARY CO -WIDE ORD
Single Family Housingg 54.00
SCHOOLS
1.000 dwl unit 54.00
CO -WIDE ORD
Single Family Housing 9,000.00 1.000 dwl unit 91000.00
PARKS N/A
00
LAW ENFORCE N/A
00
DRAINAGE N/A
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN
CERTIFICATE OF OCCUPAN Y OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: C> -1> ice
I hereby name and appoint:
an agent of: NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
El The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: 12/31/2019
License Holder Name: Scott James Faber
State License Number: CGC1517157
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Qrange
The foregoing instrument was acknowledged before me this i day of
200 18 , by Scott -James Faber----__-------- who is
or 0 who has produced as
identification and who did (did not) take an oath.
Notary Seal)
vR
tA 0 I ", $101 N GG G16 3 2 5 3
EJH,ES
Rev. 08.12)
Signature
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Tracy McDonald Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407-692.9831 Fax: 407.692.9821 Email: trmcdonaPnvrinc.com
Property Address: 3617 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0510
Phone Number: 407.692.9820 Email: trmcdonaPnvrinc.com
The reason for the flood plain determination is:
FM-1 New structure Existing Structure (pre-2007 FIRM adoption)
El 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)
8,
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: -Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
F-1 The parcel is in the:Elfloodplain F-Ifloodway
A portion of the parcel is in the: El floodplain El floodway
FEW The parcel is not in the: W floodplain E]floodway
El The structure is in the: Elfloodplain F-1 floodway
0 The structure is not in the: E] floodplain F-1 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# 18-4428
Reviewed by: Michael Cash, CFM Date: December 5, 2018
A I # 1 Application for Paved Driveway, Sidewalk or
dI Walkway Including Right -of -Way Use &
1 Ion -,., I A ; Fight -of -Wayct" -W%,CtV "!a "
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
Cit)(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 arty construction of a
driveway, walkway or landscape improvements within the city fight -of -way. It does W approve any work within any other
Jurisdiction's right-of-way. Ali requested information below as well as a current survey, site plan or plat clearly identifying the
size and location of the existing right—of-way and use shall be provided or application could be delayed.
1, Project Location/Address: 3617 Crawley Down Loop, Sanford, FL 32773
2. Proposed Activity: RX Driveway Walkway Other
1 Schedule of Work: Start Date Completion Date Emergency Repairs
4. Brief Description of Work: Construction of New Single Family Home
This application Is
propervoNw.
Signature: 7
Address: 430 In
M
Rd #H-20 Orlando, Fl. 32811
Print Name: Tracy McDonald
Phone: (407) 692-9831 Fax: Email: tancdonaCrivrinC.Com Date: 10/31/2018
Maintenance Responsibilitloisfindoininification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement wistalled! under this Agroornent. This
shah include maintenance of the improvement and unpaved portion of right-of-way adjacent ftmtreto. Requestor may, with written City authorization,
remove said Nhe fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, storinwater %citill", or any general maintenance activities by the City becomes in conifict with the above permitted activity, the pennithee, "
remove, relocate andlor repair as necessary at no cost to the City of Sanford insofar as such facifitles are in the pitific right-0-way. If the Requestor does
not continuously maintain the improvement and am in accordance with previously stated criteria, or completely restore the right of -way to its previous
condition, Ow City shot, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, Me a hen on the
Requestoes property to recover costs of restoration.
To the kit" extent permitted by low, Requestor agrees to de*W, indemnify, and hold harmless the City, its oouncilpersoria, agents, servants, or employ-
e" (appointed, elected, or hh*od) from and against any and a" liabilities, claims, penalties, demands, suits, P)dgments, 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 ft" up to and including on appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the we of the City's right-of-way.
I have
Signature:
the above statement and by signing this application I agree to its terms.
This permit *hall be posted on the site during construction.
Plans* call 407.688M80 24 hours in advance to schedule a pro -pour Inspection.
Pre -pour Inspection by: Date:
Official Use Only
Application No: Fee:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
Date
Date:
Date:
Date:
Date:
Novsmber2015 ROW Use Divowev,00
I
DESCRIPTION AS FURNISHED: Lot 51, KENSINGTON RESERVE, as recorded in Plot Book 81, Poges 861,
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryon Homes/NVR Inc.
PART OF LOT 40
PALM HAMMOCK ALLOTMENT
P.B. 1, PGS. 104-105
S 00018'41 " E
60, 00'
37,43' 37.43'
10.00'
LANAI
21.3'
10.00'
LOT 51
LOT 50
Co PROPOSED MODEL
SANTA ROSA — M
2 CAR GARAGE RIGHT
W\MORNING RM.
A/C
WILANAI
ENTRY
10.00,
10,00'
1k6
10.00'
16' DRIVE
25,50' 25.
1
10' U!
Lj
ESMT.
1 5' CONC. WALK
S 00*19'09 " E
60, 00' —
CRAWLEY DOWN LOOP
50' PRIVATE RAW)
co
9
L
6.01,
LOT 52
PLOT PLAN ONLY NOT A SURVFY
PROPOSED = ANSHED SPOT GRADE ELEVATIONS tLUI PLAN AREA CALCULAT()N-1' Si 9 Kf
P FR DRAINAGE PLANS IMPERVIOUS COVERAGE = 2,599± SQUARE FEET OR 36.8r FRONT' 25
PROPOSED DRAINAGE FLOW '/p LOT CONTAINS 7,0551 SQUARE FEET REAR 20'
g
0
LOT GRADING TYPE A
WALK ON=28± SQUARE FEET SIDE - 5* FOR 40 ,()Tl
WALK OFF-300±
PROPOSED
SQUARE FEET SIDE — 7.5 FOR 60' L67S
FINISH FLOOR PER PLANS 270 DRIVE ON=451.± SQUARE FEET SIDE - 10' FOR 75' LOTS
DRIVE OFF(APRON)=128± SQUARE FEET SIDE STREET = 25'
CR[J,'5TjVffEYER_SC0T77 ASSOC., 1jVC — LA,1V-D SUR V1!,7.M1e,,5'
LEGEND
PATP,O_ • POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277--3232 FAX (407)-658-1436FIELDTTP. < TYPICAL
IRON PIPE PkC, POINT Or REVERSE GUPVATURrFIRONRODP.Cx1 POINT OF CON IV to CURVATURE
4
NOTES:
THE UNDERSIGNED GOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH Or THE FLOR04 60ARO OrCONCE ' %,MWU D ENT RARADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 F1,I)RICA ADA4jNiSH;ATNr CODE PURSUANT TO SECTION 472,0:7, FLON?f.A STATt,FS lle- IR.74!;96 MR. NON -RADIAL RECOVERED
2. UNLESS EA48OSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL, RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VA(j, VP. VITNESS POINT 'INNI"
POINTOFDCALC, CALCULATED J. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR, THERE' MAY 8E OTHER RESTRICTIONS POINT
Of CUMMCNCE.C.T PRK PERMANENT REFERENCE NONUNCNT CENT
R41 FF. CPCFINISHED FLOOR ELEVATION OR
FAS&AIENYS THAT AFFECT THIS PROPERTY, 4.
No UNWGROONO IMPROVEMENTS HAVE OSEN, LOCATED UNLESS OTHERWISE SHOWN. N&
P NAIL. & GISY V,Sk. BUILDING SETBACK LINE 5, THIS SUR.ZY IS PREPARED FOR INC SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT OF RELIED UPON Or OjNtjt t,,,jjr,, RIQNT-Or-WA1 B.N. Br CHMAR Esm,
CASEMENT 6- DIMENSIONS SHOWN FOR ME LOCATION OF IMPROVEMENTS HEREON SNOUW NOT BE USED To RECONSTRUCT 8OUNaARY LINES BANWREARINGDRAINAGE
7 &C'MNOS, ARE a440 'k;SHk4EO DATUM AND ON THE URE SHOWN AS BASE BEARING (13 &.) TIL
UTILIT 8. ELEVAY'ONS, ;F SHOWN, ARE BASED ON MAT70W GEODETIC VERTICAL DATUM OF 1920, UNLESS OTHERWISE NOTED. C
CHAIN LINK FCNCE 9, CERTIFICATE Of' AUTHORIZATION Me. 4596. E
GECC
Quo FEN BLOC' P
C POINT 01' CURVATURE SCAALE I* 20' oLR-AwNBY, p
T pa N 1 OF TANGENCY GE:
S( DESCRIPTION ItONCERTIFIED BY., TE DATEORDER NO, 0" p
RADIUS ARELENGTHE
BEITA PLOT PLAN 10-78-20118 16775— Iq CHORD
02NtjBEARING NORTH
THIS
61,11LDINGIPROPERTY DOES NOT LIE WITHIN THE
f,5(AR05tfC0 100 YEAR FLOOD PLANE AS PER -FIRM- T GWSUCSOEII qJ1 4 R.
L.S If 4801 MAPI12117C0090F (09-28-07)
SQ.FT. CALC.'s
1167 FLP- LiVIN', 1246 50 F7.
12ND FLF- LMR,G U56 $a FT.
T07,4L LM`k, 2,r,&o SQ. FT.
ENTRY 114
GARAC.E 453 FT'.
L4NAI! 242 6a, FT.
70TAL 3365 SO, F7,
EXTERIOR M4WhR`
WALL BRG, i E<,4T$
LOAD 5%— 44
i---1
5f<G. W,41
COMPONENT AND CLADDM W143 LOADS BASC WIND EWMW
FOA 3 SeCOND COSTS
CALLFOCIFAO DESIMATION
wwMww4MtAmMMR
V-01 x 11-01
2 24 3MO DR 4 300&-3218
3 38 2313/-3131
4 33 2--4V-37.73
5 50 (3) 25-5-H 5 2635/-3325
60w 6<-0 4
2325-514 4
Z5-SH 4
WIND DESIGN CRITERIA
54,5- IJ NzD SFEEE> Tj— 13 CS.57,
VL;_ -. a i5c / v45r, z' lib -.F, 4
rlNTB.fRNL f-i!E55URE OOEFFIOENT—la
C. R75< C-4TE-'ORT.-,YPE 11
P, EXPO-Iljfw- C47ECIORY c
NOTE;
VALUES FOR 4 CLADDP` FRES&JRE ARE 5A5ED ON
T1,41- VWt DE53-N WND SPEED. FENCR 6Ti-4 ED. (2057) A,-LO-6 T+E-AE
TO BE rl,4-7JF-LiED 5'T'0,& TO NEET T'rE ALLOWABLE OR
NO11NAL TESTED VALUE5 U-5ED BY PRODUCT MANLFACTURER5
1 -Rl9 TO Dqf"l MTALLATiON ON ALL FRAMM MIUR, T}E FNL-5H
FLOOR WU 5= 6FRATED AID TREATED U WRATE'A TERMITE
DSL TO? PLAT.
20 UOQD FRAtED16* OL,
r-.CABI-NET SECTION
1
01 2 -e'
01
0
go go 00 MAME
go
go on 2x4
WCOD FR4lEp--/ W0c, HEADER
DETAIL CABINET SECTION C
FIRST
FLOOR PLAN SCALE:
V4 = V-0* ELEVATION R',' A
R C H I T E C T 3 G
r ZDesignouFP1 ! 1441N
RONALD REAGAN BLVD. LONGWOO ,
FL 327W PH
407 77"078 FA1
07 774A 7$ Ad-
iP9l--p c— AA .
0003325 E
18
E
10
I-
StMIDM & MTN KENSINGTON
RESERVE
LOT #
51) MODEL
SANTA
ROSA VERSION#
01) PROJECT#:
R2065.
051/00001 PAGE:
FIRST
FLOOR
PLAN ABC*
ffTECT- STATE
PER.O FM JAMES
CANPMRL DATE;
30/10/18 scAix:
1/4"=1'-O" SHEET
3
101r 9
rA R t M I T E c 7 $1
CCNNNWW AND CLACCING WIND LOADS BASIC WIND EVOM.M
FOR 3 SECOND OLIM
DE T10H ZONE MO WH VVINDCALL. SOUAFIF
i6
3050- 444 /-
X,03
2 5
305O-SH
E56 1 4 3106/_3316
3040-
3 5 4
A 4
4013-F5
5H
4 31WI-34fC
31,06/-4,03
5 EcfWH6 4
3CW-N4
Ec.M_56 4 3iDb/-33.16
WIND DESIGN CRITERIA
5. INTERNAL FRB55URE WEFFY-ENT-15
C. Ri5K CA7_-GOFZ-T-f-E 17
FOR COMFIONIEN76 4 CLADDIIC. PRESSURE ARE 54,5ED ON
THE Wt DESIGN LUliZ, 5,-ED, F5CP, 6TH ED. f2CM ALi_OUr5 Tc4E6=_
F'Bl56L4!ZE6 To 5_ MULTIFI_IEC> BY Ob TO P—_ET TFF_ ALLOU: __E OR
NO",N,4- Tr;57ED Y,4LUrf, U5=_Z> 57 FROOLI CT M4NUFAl_740;ZER,5,
PRIOR TO DRMALL WALLATfGN ON Al FRAMW-E5ER5 2' -0' FROM T* FMSH
FLOOR tt&L BE 5FIRAYED A'O TREATEDUW WRATE'A TIR17 TnATFD SFRAy I
SECOND FLOOR PLAN
SCALE: 114 = 1'-0'
E L E V,47 I ON 't-11 "
G79 7 , ! -
1441 N. RONALD REAGAN BLVD.
LONGWDO , FL 32750
FH 407-774E078
FAXA07,774 078
AA . 0003325
F-SuBmv. & LOT:
KENSINGTON
RESERVE
LOT #51)
MODEL'
SANTA ROSA
VFRSION#01)
PROJECT#:
R2065.051/00001
PAGE:
SECOND
FLOOR PLAN
ARCHITECTfSTATEOFFLOFUDA
JAWr S CANTWELL
AR NO 12079
0
DATE: 10/10/18
SCALE: 1/4"=f---0"
SHEET
4 03P 9
R-nmD ln
FORMR4O5-2017
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot5l Kensington ReserveSanta Rosa M G RE Builder Name Ryan Homes
Street: 3617 CRAWLEY DOWN LOOP Permit Office:
4 A IN
City, State, Zip: SANFORD, FL, 32773 Permit Number: 4 2 8
Owner: Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2
1. New construction or existing New (From Plans) 9. Wall Types (2688.3 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=110 347,67 ft2
10. Ceiling Types (1392.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38O 1296.00 ft'
6Conditioned floor area above grade (ft2) 2560 b. Knee Wall (Vented) R=19,0 96.00 ft2 Conditioned
floor area below grade (ft) 0 cN/
A R= ft2 7. Windows(
324.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 512 Area Weighted
Average Overhang Depth: 5.654 fl, Area Weighted
Average SHGC: 0.290 14. Hot water systems a. Electric
Cap: 50 gallons 8. Floor
Types (1570,0 sclft.) Insulation Area a. Slab -
On -Grade Edge Insulation R=0,0 1264,00 ft' b. Conservation features b. Floor
over Garage R=13.0 30600 ft2 None Glass/Floor
Area: 0,127 Total Proposed
Modified Loads: 70.45 PASS Total BaselineLoads: 71.47 1 hereby
certify that the plans and specifications covered by Review of the plans and tjiE S this calculation
are in com nergy specifications covered by this Code. calculation
indicates compliance with the
Florida Energy Code. PREPARED BY:
Before construction is completed DATE: this
building will be inspected for compliance with
Section 553.908 I hereby
certify that this building, a!,,4de,!;igned, is in compliance Florida Statutes. with the
Florida Energy Code.. wt DATE: DATE:
Compliance requires
certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -
sealed inaccordance with R4Ul3.2.1. 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 nogreater than 7.O0ACM50(R4V2.4.1.%). Compliance with uproposed duct
leakage Qnrequires mDuct Leakage Test Report confirming duct leakage tnoutdoors, tested inaccordance with AN0[lE8NET/|CC
30V,ionot greater than O.0?0(lnfor whole house. 10o5/20184:17pM energyowugwOuaA nmnenuo,rSection n^uo,4./
Compliant Software Page /vro
Fffiel 2 1 Mft , a 11'1 INA
PROJECT
Title: Lot51 KensingtonReserveSant Bedrooms: 3 Address Type: Street Address
Building Type: User Conditioned Area: 2560 Lot # 51
Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RES
of Units: 1 Worst Case: No PlatBook:
Builder Name: Ryan Homes Rotate Angle: 0 Street: 3617 CRAWLEY DOW
Permit Office: SANFORD Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD,
Family Type: Single-family FL , 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily TempVDesignLocationTMYSite97.5% 2.5 % Winter Summer Degree Days Moisture Range
FL, Orlando FL—ORLANDO—INTL—AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2560 23808
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
Main 2560 23808 Yes 4 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage Main ---- ---- 306 ft2 13 0 0 1
2 Slab -On -Grade Edge Insulatio Main 131 ft 0 1264 ft2 ---- 0.38 0 0.62
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 1791 ft2 400 ft2 Medium 0.85 N 0.85 No 0 26.6
ATTIC
in) RBS IRCCTypeVentilationVentRatio (11 Area
1 Full attic Vented 300 1601 ft2 N N
CEILING
Ceiling Type Space R-Value Ins Type Framing Frac Truss TypeArea ---- - - ----- — ------- --- - - ------ ------ -- - - ------------- ------ --
1 Knee Wall (Vented) Main 19 Batt 36 ft2 0.11 Wood
2 Knee Wall (Vented) Main 19 Batt 60 ft2 0.11 Wood
3 Under Attic (Vented) Main 38 Blown 1296 ft2 0.11 Wood
10115/2018 4:17 PM EnergyGaugeV USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
To-,-, ---Wall Type WVatue Ft RValue --- Fraction- _Absor,._GTade%
1 E Exterior Frame - Wood Main 13 40 0 8 0 320,0 ft2 0 0.23 0.6 0
2 E Exterior Concrete Block - Int Insul Main 4,1 5 0 9 4 46.7 ft2 0 0 0.6 0
3 E Exterior Concrete Block - Int Insul Main 4.1 14 0 9 4 130.7 ft2 0 0 0.6 0
4 S Exterior Frame - Wood Main 13 34 0 8 0 272.0 ft2 0 023 0.6 0
5 S Exterior Concrete Block - Int Insul Main 41 22 0 9 4 205,3 ft2 0 0 0.6 0
6 S Exterior Concrete Block - Int Insul Main 4,1 11 0 9 4 1021 ft2 0 0 0.6 0
7 S Exterior Concrete Block - Int Insul Main 41 12 0 9 4 112,0 ft2 0 0 0.6 0
8 W Exterior Frame - Wood Main 13 35 6 8 0 284,0 ft2 0 0,23 0.6 0
9 W Exterior Concrete Block - Int Insul Main 4.1 1 6 9 4 14,0 ft2 0 0 0.6 0
10 W Exterior Concrete Block - Int Insul Main 4.1 19 0 9 4 1773 ft2 0 0 0.6 0
11 W Exterior Concrete Block - Int Insul Main 41 19 6 9 4 182.0 ft2 0 0 0.6 0
12 N Exterior Frame - Wood Main 13 30 3 8 0 242.0 ft2 0 0.23 0.6 0
13 N Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0.6 0
14 N Exterior Concrete Block - Int Insul Main 4,1 16 0 9 4 149.3 ft2 0 0 0.6 0
15 Garage Frame - Wood Main 13 37 3 9 4 3477 ft2 0 0.23 0.01 0
DOORS
V# Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E Insulated Main None 25 3 8 24 ft'
2 Wood Main None 25 2 8 6 8 17.8 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 E I Vinyl Low-E Double Yes 0.35 0.29 N 30,0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
2 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft2 6 ft 0 in 0 ft 2 in Drapes/blinds Exterior 5
3 W 8 Vinyl Low-E Double Yes 0.35 029 N 15.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
4 W 8 Vinyl Low-E Double Yes 0.34 031 N 5.0 ft2 1 ft 0 in I ft 2 in Drapes/blinds None
5 W 10 Vinyl Low-E Double Yes 035 0.29 N 48,6 ft2 1 ft 0 in I ft 4 in Drapes/blinds Exterior 5
6 W 11 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 12 ft 0 in 0 ft 2 in Drapes/blinds Exterior 5
7 N 12 Vinyl Low-E Double Yes 035 029 N 30.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
8 N 12 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 21 ft 0 in 0 ft 2 in None Exterior 5
9 S 7 Vinyl Low-E Double Yes 0,35 0,29 N 32.4 ft2 1 ft0in 1 ft 4 in Drapes/blinds Exterior 5
10 N 13 Vinyl Low-E Double Yes 035 0.29 N 32.4 ft2 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5
11 E 1 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft' 1 It 0 in 1 ft 2 in Drapes/blinds Exterior 5
10/15/2018 4:17 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
PC)PhA P/tnF-9017
GARAGE
1
Floor Area Ceiling Area
453 ft2 453 ft'
Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation
66 ft 9.3 ft 1
INFILTRATION
Scope
1 Wholehouse
Method
Proposed ACH(50)
SLA
000414
CFM 50 FLA EqLA ACH ACH 50
2777.6 152.49 286.77 .3718 7
HEATING SYSTEM
I
System Type
Electric Heat Pump/
Subtype
Split
Efficiency Capacity Block
HSPF:8,5 38 kBtu/hr 1
Ducts
sys#1
COOLING SYSTEM
1
System Type
Central Unit/
Subtype
Split
Efficiency Capacity Air Flow SHR Block
SEER: 15 38.5 kBtU/hr 0 cfm 0.75 1
Ducts
sys#1
HOT WATER SYSTEM
1
System Type SubType
Electric None
Location
Garage
EF Cap Use SetPnt Conservation
0,95 50 gal 62.3 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
11'-----------------
None None
Collector Storage
System Model # Collector Model # Area Volume
1---------.--. — ------
ft2
FEF
DUCTS
V #
1
Supply ----
Location R-Value Area
Attic 6 512 ft2
Return ---- Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT QN RLF
Attic 128 ft2 Proposed Qn Main --- cfm 179.2 cfm 0,07 0.60
HVAC #
Heat Cool
1 1
10/15/2018 4:17 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Conlin [[ Jan Feb Mar A r Ma Jun X Jul X Au X] Se Oct Nov Dec
Heatin[X Jan X] Feb Mar Apr May JunJXJ Jul Aug[ Sep OctXj X Nov Dec
Venting[[ Jan Feb X Mar Apr May Jun Jul Aug Se Oct X Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
10/15/2018 4:17 PM EnergyGauge(R) USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORMR4U5-2017
ENERGY PERFORMANCE LEVEL (EPL;
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX*
The lower the EnergyPerformance Index, the more efficient the home.
Qg
J817{}RAVVLEYDOWN LO{}p' SANFORD, FL, 32773
1 New construction nrexisting
2 Single family mmultiple family a.
Number munits, ifmultiple family 4. Number ufBedrooms
o, |uthis aworst
case? n, Conditioned floor area (ft')
vwnuowo^^ Description x. u'poctvc
om.o~
o3o snGc: snsC~o.oy u'
Faomr ou|.o=o.
no anon: aHmo~uzn v. u-
Factor: um.o=
n.n4 anoc: m*oC=o.m
u. U-Factor:wm SHgo:
Area Weighted Average Overhang
Depth:
Area Weighted Average s*ao:
a Floor Types u, Slab -
On -Grade Edge
mau|auvn u.Floor over Garage r.
wm New (From Plans)
a Wall
Types a Concrete Block |w|ov"|
ExteriorSingle-family' o.Frame ' Wood, Exteriorc. rmmo Wood, Adjacent a
wm Ceiling Types No
a, Under
Attic (Vented)
uono u. Knee Wall (Vented)
Area w/A o71 zanr
1/
ouom a.
Sup: Attic,
nut:Attic,
mi:Main 48,00 ft2 z, Cooling
system 5.00
ft, a. Central
Unit ft2 o 65wft. 0,290
muv|
mmn Area
n=ou
1264o0n2 R_110
omn onn` n=
ft2 13.Heating systems
a. Electric
Heat Pump 4.
Hot water systems a.
Electric b. Conservation features
mn^n
15. Credits I
certify that
this home
has complied with the Florida Energy Efficiency Code for Building Construction through thbove i fea
wh hwiUbein oUed(or exceeded) in this home before final i
emWoe, a new EPL Display Card will be completedbased on installed Code corn antfeatures, BuilderSignature: Address of New Home:
61,7-
e awlev Down Date: 10/16/2018 City/FLZip:
32773 mm|mwn Area
n=4A 1222mft2
n=13o 1118,
00xr n~13o
347s ft2 n= ft2
nnWeovn Area e=000
1296.00n`
n=190
96/0ft2 n= ft2
e n" o 512
kemx, Efficiency
kBtmm Efficiency
38.0
nopp:8,
50 Cap:
50 gallons Note: This innot
aBuilding Energy Rating. |
fyour Index iobelow 70.your home may qualify for energy efficient mortgage (EEW1)incentives ifyou obtain aFlorida EnergyGaugeRating. Email EnergySaugetech support
sd 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. 10/15/20184:17pm snargyoa"on(R)ua^ Flnnwuon Section n«no.4.
1Compliant Software Page 1m1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandate a Requirements for Residential Performance, Prescriptive and ERI Methods
3617 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,
R402.41 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 leakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0,5 cfrn per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDIVIA/CSA 101/l.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
10/15/2018 4:17 PIVI EnergyGaugeO 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 R402,11.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement, The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4,2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces, All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1,57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat PUMP supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load,
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts 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 ANSIIRESNET/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.9, (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.
PostconstFuction 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 caning fluids above 105°F (41'C)
or below 55°F (1 YC) 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.
R403.5,11.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515A 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.
10/15/2018 4:17 PM EnergyGaugeO USA - FlaRes2017 - FBG 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap of a
downward and upward bend of at least 3 '/ inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6,1.1 Automatic controls, Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 60'C).
R403.5.6.1.2 Shut down. A separate switch or a 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,
R403.6,11 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1 The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0
otherwise,
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing, Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY aAIRFLOW
CFMANATT)
RATE MAXIMUry
CFM)
Range hoods Any 2.8 cfmtwatt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1A cfrn/watt 90
utility room 90 2.8 cfm/watt An
For Si: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916
10/15/2018 4:17 PM EnergyGauge(M 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:
I 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.
1
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 (1 O'C), and no
precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4VG),
R403.1 0 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10,5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation,
R403.10,3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21,56, Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
10/15/2018 4:17 PM EnergyGauge(D 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 GOP 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 (Manclatory1he energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
10/15/2018 4:17 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
0 This checklist
El A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, e-ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
0 Energy Performance Level (EPL) Display Card (one page)
El HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
0 Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
11 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
0 A completed Envelope Leakage Test Report (usually one page)
11 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
10/15/2018 4:15:05 PM
EnergyGaugeO - USRCSB v6.0
Page 1 of 1
wrightsoft" Manual S Compliance Report
Entire House
DEL -AIR HEATING & AIR CONDITIONING
5,31 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEI--AIR.COM
For: Ryan Homes
3617 CRAWLEY DOWN LOOP, SAN FORD, FL 32773
Design Conditions
Job: Lot5l Kensington Reserv...
Date: 3/31/2015
By: FJF
Outdoor design DB: 92.5°F Sensible gain: 31983 Btuh Entering coil DB: 77.6°F
Outdoor design WB: 76.2°F Latent gain: 5239 Btuh Entering coil WB: 63.8°F
Indoor design DB: 75.0°F Total gain: 37222 Btuh
Indoor RH: 50% Estimated airflow: 1283 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH P
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASP"T47D14A
Actual airflow: 1283 cfm
Sensible capacity: 33998 Btuh 106% of load
Latent capacity: 6630 Btuh 127% of load
Total capacity: 40628 Btuh 109% of load SHR: 84%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 28370 Btuh Entering coil DB: 69.1 OF
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A
Actual airflow: 1283 cfm
Output capacity: 34729 Btuh 122% of load Capacity balance: 35 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1283 cfm
Output capacity: 8.3 kW 100% of load Temp. rise: 50 OF
Meets all requirements of ACCA Manual S.
441- wrightsoft, 2018-Oct-15 16:12:58
Right-SuftM11 eO Universal20180.27 ,9U23828 Page I o,aM'
G-R`F\ Lot 51 Kens inglon Res erveSar ttaRosaM G RE, rup Calo-K,18 House faces: E
wrightsoft- Component Constructions Job: Lot5l Kensington Reserv..
Date: 3/31/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 GODISCO WAY, SANFORD, Ft- 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: Ryan Homes
3617 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Location:
Orlando/Jetport, FL, US
Elevation: 105 ft
Latitude: 280N
Outdoor: Heating
Dry bulb (OF) 42
Daily range (OF) -
Wet bulb (OF) -
Wind speed (mph) 15.0
Construction descriptions
Walls
Indoor temperature (OF)
Design TD (OF)
Relative humidity
Cooling Moisture difference (gr/lb)
93 Infiltration:
16 ( M Method
76 Construction quality
7.5 Fireplaces
Heating Cooling
70 75
28 18
30 50
0.8 45.8
Simplified
Average
0
Or Area U-value Insul R Htg HTM Loss CIg HTM Gain
fV Btuh/V-11' ftl-'F/Btuh Btuh/ft' Btuh Btuhfi? Btuh
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2 gypsum board int n
fnsh, 2"x4" wood frm, 16" o.c. stud e
s
W
all
13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board n
int fnsh e
s
W
all
1613-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" n
gypsum board int fnsh W
all
Partitions
12C-Osw: Frm wall, stucco e4 r-13 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, n
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 n
ft overhang (5 ft window ht, 1.17 ft sep.); 6.67 ft head ht e
W
all
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I
ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht
212 0.091 13.0 2.52 535 2.85 605
278 0.091 13.0 2.52 701 2,85 791
272 0.091 13.0 2.52 686 2.85 774
264 0.091 13.0 2.52 665 2.85 752
1026 0.091 13.0 2.52 2587 2.85 2922
170 0.201 4.1 5.57 949 5.29 902
114 0.201 4.1 5.57 637 5.29 606
387 0.201 4.1 5.57 2156 5.29 2051
292 0.201 4.1 5.57 1624 5.29 1544
964 0.201 4.1 5.57 5366 5.29 5103
30 0,049 19.0 1.36 41 2.66 80
36 0.049 19,0 1.36 49 2.66 96
66 0.049 19.0 1.36 90 2.66 176
330 0.091 13.0 2.52 831 1.45 479
15 0.350 0 9.69 141 10.5 152
15 0.350 0 9.69 145 10.5 157
30 0.350 0 9.69 291 29.0 869
15 0.350 0 9.69 145 29.0 434
75 0.350 0 9.70 723 21.6 1613
34 0.350 0 9.70 325 10.5 351
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 48 0.620 0 17.2 824 16.9 812
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 21 ft overhang (8 ft
window ht, 0.17 ft sep.); 6.67 ft head ht
LL-- wrightso 2018-Oct-15 16:12:58
T IW Right-SuiteO Universal 2018 18.0.27 RSU23828 Page I
osaMCRE\Lot5lKensingtonReserveSantaRosaMGRE,rup Galc=MJ8 Flousefaces: E
2A-2om: 2 glazing, clr low-c outr, air gas, mtl no brk frm mat, clr innr, e 12 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 0 39 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 6
ft overhang (6,3 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, s 33 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); 50% drapes, medium; 1
ft overhang (5.3 ft window ht, 1.33 ft sep.); 6.67 ft head ht w 49 0.350
all 82 0.350
2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 5 0.340
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; I
ft overhang (1.25 ft window ht, 1 A7 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 33 0.350
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium;
12 ft overhang (5.3 ft window ht, 0.17 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type e 24 0.390
n 18 0.390
all 42 0.390
Ceilings
16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1569 0.026
gypsum board int fnsh
Floors
20P-1 3t: Flr floor, frm fir, 12" thkns, r-13 cav ins, gar ovr 306 0.068
22A-tpl: fag floor, light dry soil, on grade depth 131 0.989
0 9.69 116 29.0 348
0 9.69 377 14.8 576
0 9.69 317 10.8 353
0 9.69 475 29.0 1420
0 9.69 792 21.7 1773
0 9.42 47 30,4 152
0 9.69 317 10,5 342
0 10.8 259 12.0 289
0 10,8 193 12.0 215
0 10.8 452 12.0 504
38.0 0.72 1130 1.41 2217
13.0 1.88 575 0.98 298
0 27.4 3589 0 0
rk wrightsc)-ft, 2018-Oct-15 16:12:58
Right-&1409 Universal 2018 18,0,27 RSU23828 Page 214MCalc - MJ8 House faces: E
Job: Lot5lKensingtonReserv..
wrightsofto Project Summary Date: 3/31/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 GODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web; WWW.DEL-AIR.COM
Prooect information
For: Ryan Homes
3617 CRAWLEY DOWN LOOP, SANFORD, FIL 32773
Notes: L.S. 10-15-18 SRP
Weather
Winter Design Conditions
Outside db 42 OF
Inside db 70 OF
Design TD 28 OF
Heating Summary
Structure 22846 Btuh
Ducts 5524 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 28370 Btuh
Infiltration
Method
Construction quality
Fireplaces
Orlando/Jetport, FL, US
Simplified
Average
0
Heatin Coolin
Area (W) 25N 2560
Volume (W) 22673 22673
Air changes/hour 0.41 0.21
Equiv. AVF (cfm) 155 79
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI
Model GSZ1 40421 K
AHRI ref :8242633
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 35 OF
Backup:
8,5 HSPF
38000 Btuh @) 47°F
27 OF
1283 ofm
0.045 cfm/Btuh
0.40 in H2O
Input = 8 kW, Output = 28445 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 23180 Btuh
Ducts 8804 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 31983 Btuh
Latent Cooling Equipment Load Sizing
Structure 3461 Btuh
Ducts 1778 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 5239 Btuh
Equipment Total Load (Sen+Lat) 37222 Btuh
Req. total capacity at 0.75 SHR 3.6 ton
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI...
Cond GSZ140421K
Coil ASPT47D14A
AHRI ref :8242633
Efficiency 12.5 EER, 15 SEER
Sensible cooling 28875 Btuh
Latent cooling 9625 Btuh
Total cooling 38500 Btuh
Actual air flow 1283 cfm
Air flow factor 0.040 cfm/Btuh
Static pressure 0.40 in H2O
Load sensible heat ratio 0.86
Calculations approved by ALGA to meet all requirements of Manual J 8th Ed.
2018-Oct-15 16:12:59
Right,SuiteO Universal 2018 18,0.27 RSU23828 Pae I 4M ..,osaMGRE\Lot5lKensingtonReserveSatitaRosaMGRE.rup Calc - MJ8 House faces: E g
a,.. 7r wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot5l Kensington ReserveSa
Date: 3/31/2015
By: FJF
I Room name Entire House Great
2 Exposed wall 279.0 ft 35,5 it
3 Room height 8.6 ft 9.3 ft heat/cool
4 Room dimensions 1.0 x 375.1 ft
5 Room area 2623.5 ft2 375.1 It'
Ty Construction
number
U-value
Btuh/ftl-'F)
Or HTM
Elt /ft2)
Area (ft2)
or perimeter (ft)
Load
at h)
Area (ft')
I or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool
6 12C-Osw 0.091 n 2.52 2.85 242 212 535 605 0 0 0 0
2A-2om 0.350 n 9.69 10.46 15 0 141 152 0 0 0 0
2A-2orn 0.350 n 9.69 10.46 15 0 145 157 0 0 0 0
13A-2ocs Blk walls 0.201 n 5.57 5.29 252 170 949 902 149 116 645 613
1. 1 2A-2orn 0.350 n 9.69 10.46 34 0 325 351 34 0 325 351
2A-2omd 0.620 n 17,17 16.92 48 0 824 812 0 0 0 0
W 16B-19ad 0.049 n 1.36 2.66 30 30 41 80 0 0 0 0
12C-Osw 0,091 e 2.52 2.85 320 278 701 791 0 0 0 0
2A-2om 0.350 e 9.69 28.96 12 0 116 348 0 0 0 0
2A-2orn 0.350 e 9.69 28.96 30 0 291 869 0 0 0 0
13A-2ocs Blk wall, s 0.201 e 5.57 5.29 177 114 637 606 0 0 0 0
2A-2orn 0,350 e 9.69 14.82 39 30 377 576 0 0 0 0
11D0 0.390 e 10.80 12.03 24 24 259 289 0 0 0 0
W 12C-Osw 0.091 s 2.52 2.85 272 272 686 774 0 0 0 0
T--G
13A-2ocs Blk wall, s 0.201 s 5,57 5.29 420 387 2156 2051 0 0 0 0
2A-2orn 0.350 s 9.69 10.80 33 25 317 353 0 0 0 0
12C-Osw 0.091 w 2.52 2.85 284 264 665 752 0 0 0 0
2A-2om 0.350 w 9.69 28.96 15 0 145 434 0 0 0 0
2B-2fm 0,340 w 9.42 30.36 5 0 47 152 0 0 0 0
13A-2ocs Blk wall, s 0.201 w 5.57 5.29 373 292 1624 1544 182 149 831 791
2A-2om 0.350 w 9.69 28.96 49 0 475 1420 0 0 0 0
2A-2om 0.350 w 9.69 10.46 33 33 317 342 33 33 317 342
W 16B-19ad 0.049 w 1.36 2.66 36 36 49 96 0 0 0 0
I- 12C-Osw 0.091 2.52 1.45 348 330 831 479 225 225 567 327
D 11 DO 0.390 n 10.80 12.03 18 18 193 215 0 0 0 0
0 16B-38ad 0.026 0.72 1.41 1569 1569 1130 2217 0 0 0 0
F 20P-13t 0.068 1.88 0.98 306 306 575 298 0 0 0 0
F 22A-tpl 0.989 27.40 0.00 1264 131 3589 0 375 36 973 0
6 c) AED excursion 339 341
Envelope loss/gain 18143 18003 3658 2764
12 a) Infiltration 4703 1522 647 210
b) Room ventilation 0 Ol 0 0
13 Internal gains: Occupants @ 230 5 1150 3 690
Appliances/other 2505 Of
Subtotal (lines 6 to 13) 22846 23180 4306 3663
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 22846 23180 4306 3663
15 Duct loads 1 241/. 381/. 5524 8804 251/. 42% 10761 1546
Total room lead 28370 31983 53821 5209
Air required (cfm) 1 1 1283 1283 1 1 243 2091
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suited Universal 2018 18.0.27 RSU23828
2018-Oct-15 16:12:59
AM Page 1
osaMGRE\Lot5lKensingtonReserveSantaRosaMGRE.rup Calc - MJ8 House faces: E
tb_ PF wrightsoft, Right -JCS Worksheet
Entire House
DEL -AIR HEATING &AIR
C91NDITIONING
5,91 GODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot5l KensingtonReserveSa
Date: 3/31/2015
By: FJIF
1 Room name Study Powder
2 Exposed wall 26,0 It 0 Q
3 Room height 9.3 it heat/cool 9.3 It heat/cool
4 Room dimensions 14.0 x 12.0 it 7,5 x 6.0 it
5 Room area 168.0 ft2 45.0 It'
Ty Construction U-value Or HTM Area (w) Lead Area (ft2) Load
number 3tuh/ft1-'F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (ft) Btuh)
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 12C-Osw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0
2A-2orn 0.350 n 9,69 10,46 0 0 0 0 0 0 0 0
2A-2orn 0,350 n 9.69 10.46 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0
1 T 2A-2om O.350 n 9.69 10.46 0 0 0 0 0 0 0 0
2A-2omd 0.620 n 17.17 16,92 0 0 0 0 0 0 0 0
IN 1613-19ad 0.049 n 1.36 2.66 0 0 0 0 0 0 0 0
12c-0sw 0.091 e M2 2.85 0 0 0 0 0 0 0 0
2A-2om 0,350 e R 69 28,96 0 0 0 0 0 0 0 0
2A-2om 0.350 e 9,69 28.96 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 e 5.57 5.29 131 92 511 486 0 0 0 0
2A-2om 0,350 e 9.69 14.82 39 30 377 576 0 0 0 0
11DO O.390 e 10.80 12.03 0 0 0 0 0 0 0 0
W 120-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 s 5.57 5.29 112 112 624 593 0 0 0 0
2A-2orn 0,350 s 9.69 10.80 0 0 0 0 0 0 0 0
12C-Osw 0M1 W 2.52 2.85 0 0 0 0 0 0 0 0
2A-2onn 0,350 w 9.69 28,96 0 0 0 0 0 0 0 0
213-2fm 0.340 w 9,42 30.36 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s O.201 w 5,57 5.29 0 0 0 0 0 0 0 0
2A-2onn 0,350 w 9.69 28.96 0 0 0 0 0 0 0 0
2A-2orn 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0
W 16121-19ad 0,049 w 1.36 2.66 0 0 0 0 0 0 0 0
1S2C-Ow0.091 2.52 1,45 0 0 0 0 0 0 0 0 1-D 11DO 0,390 n 10.80 12,03 0 0 0 0 0 0 0 0 C
1613-38ad OM6 032 1.41 0 0 0 0 0 0 0 0 F
20P-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-tpl 0.989 27.40 0.00 168 26 712 0 45 0 0 0 6
c) AED excursion 111. 3 Envelope
loss/gain 2224 15441 0 3 12
a) Infiltration 474 153 0 0 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 1 230 0 0 Appliances/
other 0 50 Subtotal (
lines 6 to 13) 2698 1927 0 47 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
200 124 185 114 14
Subtotal 2898 2051 185 161 15
Duct loads 1 25% 42% 724 865 251% 421% 46 68 Total
room load 3623 2916 231 229 Air
required (cfm) 1 1 1641 117 1 1 10, 9. Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. Right -
Suited Universal 2018 18.0,27 RSU23828 2018-
Oct-15 16:12:59 Page
2 osaMGRE\
LotSIKensingtonReserveSantaRosaMGRE.rup GaIc-MJ8 Housefaces: E
J.1-
9- wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD, Ft. 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot5l KensingtonReserveSa
Date: 3131/2015
By: FJF
1 Room name Dinette/Kitchen Bdrm 2
2 Exposed wall 22,5 It 28.0 ft
3 Room height 9.3 It heat/cool 8.0 It heat/cool
4 Room dimensions 1.0 x 427.4 it 1.0 x 184.5 It
5 Room area 427.4 IF 184.5 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (w) Load
number Btuh/ftl-'F) Bt ft2) or perimeter (11) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 VLt12C-Osw 0.091 n 252 2.85 0 0 0 0 0 0 0 0
2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0
2A-2orn 0,350 n 9.69 10.46 0 0 0 0 0 0 0 0
Lt
13A-2oGs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0
11 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0
2A-2omd 0,620 n 17.17 16.92 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 n 1k36 2.66 0 0 0 0 0 0 0 0
12C-Osw 0.091 e 252 2.85 0 0 0 0 112 100 252 285
2A-2orn 0.350 e 9.69 28.96 0 0 0 0 12 0 116 348
2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 e 5.57 5.29 47 23 126 120 0 0 0 0
2A-2om 0,350 e 9.69 14.82 0 0 0 0 0 0 0 0
11D0 0.390 e 10.80 12.03 24 24 259 289 0 0 0 0
W 42C-0sw 0.091 S 2.52 2.85 0 0 0 0 112 112 282 319
13A..2ocs Blk wall, s 0.201 s 5,57 5.29 149 149 831 791 0 0 0 0
2A-2orn 0.350 s 9,69 10.80 0 0 0 0 0 0 0 0
12C-Osw 0,091 W 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0.3.50 w Mg 28,96 0 0 0 0 0 0 0 0
213-2fm 0.340 w 9,42 30.36 0 0 0 0 0 0 0 0
13A-2acs Blk wall, s 0.201 w 5.57 5.29 14 14 78 74 0 0 0 0
2A-2orn 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0
2A-2om 0.350 W 9.69 10.46 0 0 0 0 0 0 0 0
W 1613 -1 gad 0.049 w 1.36 2.66 0 0 0 0 0 0 0 0
1S2C-0w0,091 2,52 1A5 122 105 264 152 0 0 0 0 11DO
0.390 n 10,80 12.03 18 18 193 215 0 0 0 0 C
168-38ad 0.026 0,72 1.41 0 0 0 0 185 185 133 261 F
2OP-13t 0,068 1.88 OM 0 0 0 0 0 0 0 0 F
22A-Ipl 0.989 27.40 0.00 427 23 616 0 0 0 0 0 61
c) AED excursion 162 48 Envelope
lossigain 2368 1478 784 1260 12
a) Infiltration 410 133 438 142 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 12001 1 0 Subtotal (
lines 6 to 13) 2778 2811 1221 1401 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
200 124 0 0 14
Subtotal 2979 2934 1221 1401 15
Duct loads 25% 421/. 744 1238 22% 32% 2751450 Total
room load 3723 41731 1496 1852 1
Air required (cfm) 1 1 168 167 681 74 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. I __
H_ 2018-Oct-15 16:12:59 Right-
SUile6i Universal 2018 18.0,27 RSU23828 Page 3 osaMGRE\
Lot5lKensingtonReserveSantaRosaMGRE.rLIP Galc=10,18 House faces: E
wrightsoft, Right -JCS Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot5l Kensington ReserveSa
Date: 3/31/2015
By: FJF
1 Room name Bdrm 3 Bthrm 1
2 Exposed wall 12.0 it 6.0 It
3 Room height 0 It heat/cool 8.0 ft heat/cool
4 Room dimensions 1.0 x 149.5 ft 111.0 X 6.0 It
5 Room area 149.5 ft2 66.0 ft'
Ty Construction
number
U-value
Btuh/ftl-'F)
Or HTM
Btuh ft2)
Area (ft2)
or perimeter (ft)
Load
Bt h)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool
6 t 12C-Osw 0,091 n 2.52 2.85 0 0 0 0 0 0 0 0
IL-2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0
2A-2om 0,350 n 9,69 10.46 0 0 0 0 0 0 0 0
13A -2ocs Blk wall, s 0,201 n 5.57 5.29 0 0 0 0 0 0 0 0
1. 1 1 T 2A-tom 0,350 n 9.69 10.46 0 0 0 0 0 0 0 0
2A-2omd OVO n 17,17 16.92 0 0 0 0 0 0 0 0
W 116B-19ad 0,049 n 1.36 2,66 0 0 0 0 0 0 0 0
12C-Osw 0.091 e 2.52 2.85 96 81 204 231 0 0 0 0
2A-2orn 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0
2A-2orn 0.350 e 9.69 28.96 15 0 145 434 0 0 0 0
13A-2ocs Blk wall, s O.201 e 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 e 9.69 14.82 0 0 0 a 0 0 0 0
11DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0
W 12C-Osw 0,091 s 2.52 2,85 0 0 0 0 48 48 121 137
T---G
13A-2ocs Blk wall, s 0.201 s 5.57 5,29 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 10.80 0 0 0 0 0 0 0 0
12C-Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 28,96 0 0 0 0 0 0 0 0
2B-2fm 0.340 w 9.42 30.36 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om O.350 w 9,69 28.96 0 0 0 0 0 0 0 0
2A-2orn 0.350 w 9.69 10,46 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
TI 2C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0
11D0 0.390 n 10,80 12.03 0 0 0 0 0 0 0 0D
C 16B-38ad 0,026 0,72 1.41 150 150 108 211 66 66 48 93
F 20P-13t 0.068 1.88 0.98 80 80 151 78 0 0 0 0
F 22A-tpl 0,989 2T40 0.00 0 0 0 0 0 0 0 0
6 r) AED excursion 971 14
Envelope loss/gain 609 10521 169 216
12 a) Infiltration 188 61 94 30
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 01
Subtotal (lines 6 to 13) 796 1112 262 2461
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 796 1112 262 246
15 Duct loads 1 22%1 32% 1 179 357 22% 32% 59 79
Total room load 1 9751 1470 321 325
Air required (cfm) 441 591 15 13
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suited Universal 2018 18,0.27 RSU23826
2018-Oct-15 16:12:59
Page 414e ... asaMGRE\Lot5lKensingtonReserveSantaRosaMGRE.rup Calc-MJ8 House faces: E
A 1. 7r wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 GODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2,665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM
Job: Lot5l KensingtonReserveSa
Date: 3/31/2015
By: FJF
I Room name Mstr WIC Mstr Bthrm
2 Exposed wall 25,5 ft 10.0 ft
3 Room height 8.0 It heat/coot 8.0 it heat/cool
4
5
Room dimensions
Room area
1.0 X 159.3 it
159.3 ft2
1.0 x 98.0 It
98.0 it,
Ty Construction
number
U-value
Btuh/W'F)
Or HTIVI
Etft2) Area (
ft2) or
perimeter (ft) Load
Bt
h) Area (
ft2) or
perimeter (ft) Load
Btuh)
Heat
Cool Gross N/P(S Heat Cool Gross N/P/S Heat cool 6
12C-Osw 2A-
2om 2A-
2om C)
Ml 0,
350 0.
350 n
n
n
2,
52 9.
69 9.
69 2.
85 10.
46 10.
446 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1.
1 13A-
2ocs Blk wall, s 2A-
2om 0,
201 0.
350 n
n
5.
57 9.
69 5.
29 10.
46 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
2A-
2omd 166-
19ad 12G-
Osw 0,
620 0.
049 0.
091 n
n
e
17.
17 1.
36 2.
52 16.
92 2.
66 2.
85 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-
2om 2A-
2om 0.
350 0.
350 e
a
9,
69 9.
69 28,
96 28,
96 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-
2ocs 131k wall, s 2A-
2om 11DO
0.
201 0.
350 0.
390 o
e
e
5.
57 R69
10.
80 5,
29 14,
82 12,
03 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
12C-Osw 13A-
2ocs Elk wall, s 0.
091 0.
201 s
s
2.
52 5,
57 2.
85 5,
29 112
0
112
0
282
0
319
0
0
0
0
0
0
0
0
0
2A-
2om 12C-
Osw 2A-
2om 0,
350 CiMl
0.
350 s
W
w
9.
69 2.
52 9,
69 10.
80 2.
85 28.
96 0
68
0
0
68
0
0
171
0
0
194
0
0
68
0
0
63
0
0
159
0
0
179
0
2B-
2fm 13A-
2ocs Elk wall, s 2A-
2om 0.
340 0.
201 0.
350 w
w
w
9,
42 5.
57 9.
69 30,
36 5.
29 28.
96 0
0
0
0
0
0
0
0
0
0
0
0
5
0
0
0
0
0
47
0
0
152
0
0
W
2A-
2om 160-
19ad 0.
350 0,
049 w
w
9,
69 1,
36 10.
46 2.
66 0
24
0
24
0
33
0
64
0
12
0
12
0
16
0
32
1
2C-Osw 0.091 2_52 1.45 0 0 0 0 0 0 0 0 I
11D0 1613-
38ad 0.
390 0.
026 n
10,80 0,
72 12.
03 1.
41 0
159
0
159
0
115
0
225
0
98
0
98
0
71
0
138
D
C
F
20P-13t 0.068 IM OM 0 0 0 0 0 0 0 0 F
22A-tpI 1
0.
989 27.40 0,00 0 0 a 0 0 0 0 0 6
c) AED excursion 51. 54 Envelope
loss/gain 601 7511 293 556 12
a) Infiltration 399 129 156 51 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) 1000 880 4491 606 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1000 880 449 606 15
Duct loads 1 220% 32% 225 283 22% 32% 101 195 Total
room load 1224 1162 550 801 Air
required (cfm) 55, 47, 25, 32 Calculations
aggroved by ACCA to meet all requirements of Manual J 8th Ed. 2018-
Oct-15 16:12:59 14f
z
8K
Right-Suite(b Universal 2018 M0.27 RSLJ23828 Page 5 osaMGRE\
Lot5lKensingtonReserveSantaRosaMGRE.rup Calc-MJ8 Mouse faces: E
FF wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM
Job: Lot5l KensingtonReserveSa
Date: 3/31/2015
By: FJF
1 Room name Mstr Bdrm Mstr WC
2 Exposed wall 34.5 ft 0 fir
3 Room height 8.0 It heat/cool 8.0 It heat/cool
4 Room dimensions 18.5 x 16.0 It 3.5 x 5.5 It
5 Room area 296.0 It' 19,3 ft2
Ty Construction
number
U-value
Btuh/ft2°F)
Or HTM
Bt /ft2)
Area (w)
or perimeter (ft)
Load
Bt h)
Area (w)
or perimeter (ft)
Load
Blob)
Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool
6 0.091 n 2.52 2.85 128 113 285 322 0 0 0 0
tj12C-Osw
2A-2onn 0,350 n 9.69 10.46 0 0 0 0 0 0 0 0
2A-2om 0.350 n 9.69 10.46 15 0 145 157 0 0 0 0
13A-2ocs Blk wall, s 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0
1 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0
2A-2omd 0.620 n 17.17 16.92 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
12C-0sw 0.091 e 2.52 2.85 0 0 0 0 0 0 0 0
T= 2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0
2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 e 9.69 14.82 0 0 0 0 0 0 0 0
11DO 0.390 e 10,80 12.03 0 0 0 0 0 0 0 0
W 12C-Osw 0.091 S 2.52 2.85 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0
Ida 2A-2om 0.350 s 9.69 10.80 0 0 0 0 0 0 0 0
12C-0sw 0.091 w 2.52 2.85 148 133 335 379 0 0 0 0
2A-2om 0.350 w 9.69 28.96 15 0 145 434 0 0 0 0
2B-2fm 0.340 w 9.42 30.36 0 0 0 0 0 0 0 0
V613A-2ocs Blk wall, s 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0
2A-2orn 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 10.46 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
2C-Osw
1100
0.091 2.52 1.45 0 0 0 0 0 0 0 0L-D 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1.41 296 296 213 418 19 19 14 27
F 20P-13t 0,068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-tpl
1
0.989 27.40 0.00 0 0 0 0 0 0 0 0
6. c) AED excursion 46 1
Envelope loss/gain 1124 1756 14 26
12 a) Infiltration 539 175 0 0
b) Room ventilation 0 01 0 0
13 Internal gains: Occupants @ 230 1 230 0 0
Appliances/other 600 0
Subtotal (lines 6 to 13) 1663 2760 141 26
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1663 2760 14 26
151 Duct loads 1 22% 321% 374 887 22'. 1 32% 3 8
Total room load I 2038 3647 1 17 34
Air required (cfm) I 1 92 146 1 11 1
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Oct-15 1612:59
Right-SuiteO Universal 2018 18.0.27 RSU23828 Page 6
osaMGRE\Lot5l Kensington9eserveSantaRosaMGRE.rup Calc = MJ8 House faces: E
A.L.
9- wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 CODlS0O WAY, SANFORD, Fl- 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot5l KensingtonReserveSa
Date: 3131/2015
By: FJF
1 Room name loft Laundry
2 Exposed wall 32.0 it 0 it
3 Room height 8.0 it heat/cool 8.0 it heat/cool
4
5
Room dimensions
Room area
1.0 x 345.5 it
345.5 it'
7.0 x 6M it
42,0 Q2
Ty Construction
number
U-value
Bt(jh/ftl-*F)
Or HTM
Btu /ft2)
Area (ft2)
or perimeter (it)
Load
Bt h)
Area (w)
or perimeter (it)
Load
Btuh)
Heat ] cool Gross N/P/S Heat cool Gross N(P/S Heat cool
6 12C-Osw
2A-2om
2A-2om
0.091
0.350
0.350
n
n
n
2.52
Mg
9,69
2.85
10.46
10.46
114
15
0
99
0
0
251
141
0
283
152
0
0
0
0
0
0
0
0
0
0
0
0
0
11
13A,2ocs Blk wall, s
2A-2orn
0,201
0.350
n
n
5.57
9.69
5.29
10.46
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
2A-2omd
16B-19ad
12C-0sw
0,620
0.049
0M1
n
n
e
17.17
1.36
2.52
16.92
2.66
2.85
0
30
112
0
30
97
0
41
245
a
80
276
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2A-2om
0.350
0.350
e
e
9.69
9.69
28.96
28.96
0
15
0
0
0
145
0
434
0
0
0
0
0
0
0
0
13A-2ocs Blk wall, s
2A-2om
11DO
0.201
O.350
0,390
e
e
e
5,57
9.69
10.80
5.29
14,82
12.03
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 12C-Osw
13A-2ocs Blk wall, s
0.091
0.201
s
s
2.52
5.57
2.85
5.29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0t--" 2A-2om
12C-Osw
2A-2om 0.
350 0.
091 0.
350 s
w
w
9.
69 2,
52 9.
69 10.
80 2.
85 28.
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
2B-
2fm 13A-
2ocs Blk wall, s 2A-
2om 0.
340 0.
201 0.
350 w
w
w
9.
42 5.
57 9,
69 30.
36 5.
29 26.
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
W
2A-
2om 16B-
19ad 0.
350 0Am
w
w
Mg
1.
36 10.
46 2.
66 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-
0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11D0
16B-
38ad 0.
390 0.
026 n
10.80 0.
72 12,
03 1.
41 0
346
0
346
0
249
0
488
0
42
0
42
0
30
0
59
CF
2OP-13t 0.068 1.88 0.98 225 225 424 220 0 0 0 0 F
22A-tpl 0.989 27.40 OX)o 0 0 0 0 0 0 0 0 61
c) A ED excursion 54 36 loss/
gain 1496 1880 30 23 12
12a) Infiltration 500 162 0 0 Envelope
b)
Room ventilation 0 0 0 0 1
3 13Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 600 Subtotal (
lines 6 to 13) 1996 2042 30 623 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1996 2042 30 623 151
Duct loads 22% 32%. 1 449 656 22% 32%__ 7 200 1
Total room load 24451 I26981 37 824 Air
required (cfm) ill 108 1 2 33 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. Right -
Suite@ Universal 2018 M0 27 RSU23828 2018-
Oct-15 16:12:59 Page
7 osaMGRE\
Lot5lKensingtonReserveSantaRosaM IRE.rup Calc=MJB Housefaces: E
a,-.
9w wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORO, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM
Job: Lot5l KensingtonReserveSa...
Date: 3/31/2015
By: FJF
1 Room name Morning Pantry
2 Exposed wall 41,0 A 6,0 It
3 Room height 9.3 It heat/cool 9.3 A heat/cool
4 Room dimensions 19,0 x 11.0 A 6.5 x 6.0 At
5 Room area 209.0 ft2 39.0 IV
Ty Construction
number
U-value
Btuh/ftl-'F)
Or ATM
Btuh/ft')
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (A2)
or perimeter (ft)
Load
Btuh)
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 VJj12C-Osw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0.350 n 9,69 10.46 0 0 0 0 0 0 0 0
2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0
V6
13A,2ocs Blk wall, s 0,201 n 5.57 5.29 103 55 304 289 0 0 0 0
11 2A-2om 0.350 n 9.69 10.46 a 0 0 0 0 0 0 0
2A-2omd 0.620 n 1717 16,92 48 0 824 812 0 0 0 0
W 1613-19ad 0,049 n 1,36 2.66 0 0 0 0 0 0 0 0
12C-Osw 0.091 e 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0.350 e 9.69 28,96 0 0 0 0 0 0 0 0
2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0
2A-2orn 0.350 e 9,69 14.82 0 0 0 0 0 0 0 0
11DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0
W 120-Osw 0.091 s 2,52 2.85 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 s 5.57 5,29 103 70 390 371 56 56 312 297
2A-2om 0.350 s 9.69 10,80 33 25 317 353 0 0 0 0
12c-0sw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0
2A-2orn 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0
2B-2fm 0,340 w R42 30.36 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s
2A-2om
0.201
0.350
w
w
5.57
9.69
5.29
28.96
177
49
128
0
714
475
679
1420
0
0
0
0
0
0
0
0
2A-2om 0,350 w 9.69 10,46 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
2C-Osw1D0,091 2.52 1.45 0 0 0 0 0 0 0 0T- 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
c 16B -38ad 0.026 0.72 1.41 209 209 151 295 0 0 0 0
F 2OP-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A4pI 0.989 27.40 0.00 209 41 1123 0 39 6 164 0
6 c) AED excursion 206 21
Fnvelope loss/gain 4299 4425 476 276
12 a) Infiltration 748 242 109 35
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 51 50
Subtotal (lines 6 to 13) 5046 4672 586 361
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 586 361
14 Subtotal 5046 4672 0 0
15 Duct loads 25% 42% 1261 1971 42% 0 0
Total room load 6308 6643 0 0
Air required (cfm) 285 2671 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Oct-15 16:12:59
Right -Suite@ Universal 2018 18.0.27 RSLJ23828 Page 8
osaMGRE\Lot5lKensingtonReserveSantaRosaMGRE.rup Calc-MJ8 House faces: F
Summary
Entire
Summary" Duct
House
DEL -AIR HEATING & AIR CONDITIONING
5o,coo/aooWAY, mwpuno.pLo27/1Phone: ^mav3-e66sFax: ^m-3o3-nmu Wevwww.osL-mn.Cow Project Information For:
Ryan Homes
3S17CRAVVLEYDOWN LOOP, SANFORD.
FL32773 Job: Lot5l xwnamqmnnesun Date:
3m//20o By:
FJF Heating Cooing External
static pressure
0.40
in H20 0.40 in H20 Preenure|oaoem 0.08 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 0.260
in/ 1O0ft U 268 in/ 1O0h Actual air flow 1283 cfm
1283 ofm Total effective length (TEL) 131
k Name Design Btuh) Htg cfm)
Cig
cf
M)
Design
FR
Diam
in) H
x
W
in)
Duct
Mall Actual Ln (
ft)
Ftg.
Eqv
Ln (
ft) Trunk
I Supply
Trunk Detail Table
Name Type cfm) cf M)
F R f pm) in) in) Material Trunk m'm*5m.,mm n**
uw uowommcom`o.uernm/
mu p o' o,awanE\1_oo,Kensington
Res ervmau"mn.`mweRE. p Cato ~wm House faces: c
I Return Branch Detail Table
Name
Grille
Size (in)
Htg
cf m)
Cig
cf m)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rbI Ox 0 1283
I
1283 0 0 0 0 Ox 0 VlFx
wrightsoft, Right-SuiteO Universal 2018 18A27 RSU23828
os MGRE\Lot5lKensingtonReserveSantaRosaMGRE.rup Cale M18 House faces: E
2018-Oct-15 16:13:00
Page 2
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lol:51 Kensington ReserveSantaRosaM G RE Builder Name: Ryan Homes
Street: 3617 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material,
requirements Breaks or joints in the air barrier shall be sealed.
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
Ceiling/attic the insulation and any gaps in the air barrier shall be sealed, shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
Walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls.
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
cavities shall be filled by insulation that on
Narrow cavities
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spa c as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall, thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend hehind Uipiou ano wiring.
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
nLI plales and walls Qr ceilina5.
a. In addition, inspection of log walls shall be in accordance the provisions of ICC-400.
10/15/2018 4:17 PIVI EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
4' bath duct
to roof cap
4' dryer duct
w/fantoroof
w/dryer
cap
vent )DOX Nutone 696RNBI
404" 30"
NJ& OWM'S SUM
5' 8 4 lwc
IOX6 lwcd
45
IOX6 lwcd 16, 4'
5-
35 16xl6 rag 14x8 lwcd
8x wcd 145
14'
8.
is, I4
15
4' bath duct
1 8 4 lwcd OX18 10x6 lwcd
105 26W- 2
to roof cap lox lwcd
w/fan
75
N utone 696RNB
20x6 watt ra 6#
B$DROOIil2 x6 watt rag 60
lOx6 lwcd
EM DOMS3 LM
Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value,
LLJ
U) d
CL) U)
E 0 LO
0 Q L-D A
CD
E 4-> V)
C5 M
C5 H LLJ M
CY 0 LO V cD
z
0
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z 0 W
F-
1 0
3) 25-OW
1*1 7kitchen vent
to roof cap
MO "i ROOM
L4
265
12x12 lwcd
iii
91
7-11
jE
10x6 [wcd3' bath duct 85
12,
to roof cap
w/fan 6'
Nutone 696RNB -IJ
PAMY
7'
115
12x6 lwcd
STUDY
20x6 wall rag
2) 26-&4
DDEM
10x6 lwcd
85
RM
2) 2b-&4
3.5 TON W/8KW @240V 1PH
18x13 plen 24x14 rad
platform by
bldr
Z-1
Iscafe :IIW=1'0'
01IM-1 Vtj
Transfer ducts/grilles sized In
compliance with Florida Residential
Building Code - M1602,4 Balanced
Return Air, exceptions 1-3. Builder
must provide unrestricted 1 inch
undercut on doors to habitable
LW-L
Must have a minimum clearance of 4 inches around the air handler per the State Energy code. Alt duct has an r=6 insulation value.
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City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit # # 1 8
Project Location Address
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.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 Florida Approval #
Description include decimal)
1. Exterior Doors
Swln In Therma Tru Smooth Star 20461 -R3
Slicljin Ply Gem 4780 SGD 14634-R3
Sectional Wayne Dalton 9100 - #0600 #0607 9147,11 / 8174.2 - R 12
Roll Pp
Automatic
Other
2. Windows
Single t!ung.__ Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hung
Fixed Ply Gem 1500 16104
Awning
Pass Through
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
Category/Subcategory Manufacturer- Product Florida Approval ##
r Descri ti_vn____ 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 fa
halt Sitln le( S CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underlayments _
InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofin
Fasteners Nonstructural Metal
Roofin
Wood Shakes
and Shinegles Roofin
tiles
Roofing Insulation
Waterproofing
Built
up
roofing- S stem
Modified Bitumen
Single Ply
Roof_ Systems Roofing
slate
Cements/ Adhesives /
Coatin
Liquid
Applied
Roofing Systems
Roof Tile
adhesive Spray
Applied
Polyurethane Roofin
E.
P.
S. Roof Panels Roof
Vents
Millenium Metals Inc. MMI - 26 Off Ridge Vent 19567 - R1 Other June
2014
Category Subcategory Manufacturer Product Florida Approval #
Descrption include _decimal
5. —Shutters
Accordion
Bahama
Colonial
Roll
Other
6. Skyi_ghts h
hts_ Other
7.
Structural Components
Wood—(
Connectors Anchors
Truss
Plates Engineered
Lumber Rail!*-!
i9- Coolers/
Freezers Concrete
Admixtures Precast
Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation
Forms Plastics
Deck /
Roof Wall
PrefabSheds
Other
8.
New Exterior Enyejq
rodlucts Applicant'
s Signature_ Applicant'
s Name Tracy McDonald Please
Print) June
2014
DESCRIPTION AS FURNISHED: Lot 51, KENSINGTON RESERVE," —recorded in Plot Book 81, Pog)es 86
thmuqt-) 92, Public Records of Seminole County, Florida,
PLOT PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc.
roApoo, Xn,
PART OF LOT 40
PALM HAMMOCK ALLOTMENT
P.8, 1, PGS. 104-105
S 00018'41 " E
60.00'
Ok to construct single family home 3 7.43' 37,43'
with setbacks and impervious arp-a
shownonplan,-
co-jj* rR fe-
ll[Mlllllllr 7-2r•rr I•r-
LANAI
LOT 51
LOT 50
0)
co PROPOSED MODEL
SANTA ROSA — M
2 CAR GARAGE RIGHT h AIC
W\MORNING RM.
WILANAI
18.7,
ENTRY
10.00'
MY
10-00'
K
12.7' (
6
21.J' -
T 10-00'
1 16' DRIVE
P.C. j L3,9 - - - - -
25.50' 25.
10' UtILI ESMT.
5' GONG. WALK
S 00019'09 " E
60. 00'
Cum
CRAWLEY DOWN LOOP
50' PRIVATE R/W)
RECO (")IT
LOT 52
6.01'
PLOT PLAN ONLY NOT A S(,T1-?11F)-
PROPOSED = FINSHEO SPOT GRADE ELEVATIONS -ELVI f LAN AREA CALCULATIONS AS —7- H - b
PF-W DRAINAGE' PLANS IMPERVIOUS COVERAGE = 2,599± SQUARE FEET OR 36.8X
PROPOSED DRAINAGE FLOW LOT CONTAINS 7,055± SQUARE FEET REAR 20'
WALK ON=28.* SQUARE FEET SIDE 5' FOR 40' LOTSI,0T GRADING TYPE A WALK OFF=300± SQUARE FEET SIDE 7.5' FOR 60' LC)!',;
PROPOSED FINISH FLOOR PER PLANS = 27.0' QQ DRIVE ON=451.* SQUARE FEET SIDE 10' FOR 75' LOTS
DRIVE OFF(APRON)-128t SQUARE FEET SIDE STREET' = 25*
S`7jVffErEfi _SCOTT & ASSOC, I _Z) SU
KAI P OJ-, • POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL, 32807 (407)-277--3232 FAX (407)--658-- 14,6TYP. TYPICAL NOTES:
IRON PRX, • POINT OF REVERIE: CURVATURE
C 'ON Put, Prc. POINT OF COMPOUND CURVATURE 1, THE UNDERSIGNED DOES HERMY CERTIFY THAT THIS SURVEY MEETS HIE STANDARDS OF PRACTICE SET FORTH BY THE FLOR 60AR0 OFONCRETEMO"L;MFNT RAM • RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 54-17 FLORIDA ADMINISTRATIVE CODE 472.02 *OA
t N
PURSUANT TO SECTION 7, FLORIDA TATIJCS IE' R, .#LR 4596 IN. NON -RADIAL 2, MESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RA1,50 SEAL, THIS SURVEY UAP OR COPIES ARE NOT VA ORECOVEREDvp. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM ITTLE INFORMATION FURNISHED TO THE SURVEYOR, THERE ANY BE OTHER PESTR,C OtIS1004,T OF BEGINNING CALL. • CALCULATED TI
POIN OF COM8[NCC.CNT I' A • P RNANENT REFERENCE MONuMENT
OR CASEMENTS THAT AFFECT THIS PROPERTY.
EII N
f
4, NO UNDERGROUND IMPROVEMENTS NAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, CENT L! E FF FINISHED FLOOR ELEVATIO1,
0 BUILDING SETBACK LINE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON DrN,1TL DISK 5 THIS SURVEY IS PREPARED FOR THE
F, D.N.DENCHHAR 6 DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED To RECONSTRUCT BOUNDARY LINES. ISMI, CASEMENT B.B. • VAS E BEARING 7. i- DPAINAOE BEARINGS, ARE WED A$SULICO DATUM AND ON THE LINE SHOWN AS BASE EICARtHIG (B.U)
TI, UTILITY ELEVATIONS, IF SHOWN, ARE WED ON NATIONAL GEODETIC VFRBGAj, DATUM OF 1929, UNLESS a WISE 0 0
C rc G,AIN LINK FENCE 9, CERTIFICATE OF AUTHORIZATION No. 4596.
MER NOTED.
v '(, VOOD FENCEENCE
C " CONCRETE BLOCK
DRAWN BY: p C, POINT Of CURVATURE SCALE 20'
fl, I P TNT 0 TANGENCY 15
1 "EK I I CERTIFIED By. It1DESCRPTON ORDER No. R PA TUOI
ARCLENGTH PLOT PLAN 10-18-20181AJ.TA le
CHORD
C B ORD B&ARINC,
NORTH
THIS BUILDING/PROPERTY DOES NOT UE WITHIN PTIfff, I"51A80SHFO TOO YEAR FLOOD PLANE AS PER -FIRM- X GRUSEN EYEER, R, 14TIC) sovl,
R.LS #( 4801ZONtMAPI12117CO09OF (09-28-07) "
W. x
girl,
J
Awl OK'oUuF
ETRUSSES
A FLORIDA CORPORATION
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRU--SS ENGINEERING
PROJECT. KENSINGTON RESERVE
COUNTY: SEMINOLE
LOT/BLK/MODEL: LOT51 / MODEL:SANTA ROSA/ ELEV:M / GAR R
JOB#: 73901
MASTER#: WRCSRMLM
OPTIONS: LANAI::MORNING R0014
it
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
M A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSRMLM
JOB #73901
Site Information:
Customer Info: RYAN HOMES Project Name:
Lot/Block:
Address: LOT #51
City:
Model: SANTA ROSA v1 "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: FBC20171TP12014 Design Program: MiTek 20/20 8A
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 56 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 61 G1 5-31 .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 A0059034 A01G 4/13/18 13 A0059046 CAP 4/13/18 25 A0059058 FL05 4/13118
A0059035 A02 4/13/1814/13118
14 A0059047 CJ3 4/13/18 26 IA0059059 FL06G 4/13/18
3 A0059036 A03 15 A0059048 CJ3A 4/13/18 27 IA0059060 FL07G 4/13/18
4 A0059037 A04 4/13/18 16 IA0059049 CJ3L 4/13/18 28 IA0059061 FL08 4/13/18
5 A0059038 A05 4/13/18 17 IA0059050 CJ3P 4/13/18 29 A0059062 FL09G 4/13/18
6 A0059039 A06 4/13/18 18 IA0059051 CJ5 4/13/18 30 A0059063 FL11GE 4/13/18
A0059040 B01 4/13/18 19 A0059052 FG1 4/13/18 31 A0059064 FL12 4/13/18
8 A0059041 B02 4/13/18 20 A0059053 FG2 4/13/18 32 A0059065 FL13 4/13/18
9 A0059042 B03 4113/18 21 A0059054 FG3 4/13/18 33 IA0059066 FL15G 4/13/18
10 A0059043 CA 4/13/18 22 A0059055 FL01GE 4113/18 34 A0059067 FL16 4/13/18
11 A0059044 CAA 4113/18 23--_ A0059056 FL02 4/13/18 35 A0059068 FL17 4/13/18
112 IA0059045 I CAL 14/13/18 24fA0059057 1 FL03 14/13/18 1 36 A0059069 I FL19 14/13/18 1
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019.
NOTEThe seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown.
The suitability and use of components for any particular building is the responsibility of the
building designer, per ANSUTPI-1 Sec. 2.
The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the
construction documents (also referred to at times as 'Structural Engineering Documents')
provided by the Building Designer Indicating the nature and character of the work.
The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof
Trusses or specific location], These TDDs (also referred to at times as 'Structural
Engineering Documents'} are specialty structural component designs and may be part of the
project's deferred or phased submittals. As a Truss Design Engineer (i.e., SpecialAnthonyEngineer), the seal here and on the TDD represents an acceptance of professional
engineering responsibility for the design of the single Truss depicted on the TDD o
Building Designer is responsible for and shall coordinate and review the TDDs forT. Tbmb(
compatibility with their written engineering requirements. Please review all TDDs all
related notes. 1 Wt, 2018 Q4. 16 07 z6, 1 Z 0400'
SERIAL #:
Page 1 of 2 3B RC A2 2100 00 00 00 4C 12 87 DF
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 .1
A FLORIDA CORPORATION
RE: Job WRCSRMLM
No. Seal # Truss Name Date
37 A0059070 FL20 4/13/18
38 A0059071 FL21GE 4/13/18
139 A0059072 FL24 4/13/18
40 A0059073 GOI 4/13/18
41 A0059074 G02 4/13/18
42 A0059075 G03 4/13/18
j43 A0059076 HJ5A 4/13/18
44 A0059077 HJ5L 4/13/18
45 A0059078 HJ5P 4/13/18
A0059079 HJ7 4/13/18
47 A0059080 J5A 4/13/18
48 A0059081 J5G 4/13/18
49 A0059082 J5L 4/13/18
50 A0059083 J5P 4/13/18
51 A0059084 J7 4/13118
52 A0059085 M05G 4/13/18
A0059086 M06 4/13/18
54 A0059087 M07 4/13/18
55 A0059088 M08 4/13/18
56 A0059089 Vol 4/13/18
57 STDI_01 STD, DETAIL 4/13/18
58 STDL02 STD. DETAIL 4/13/18
159 STDL03 STD. DETAIL 4/13/18
160 STDL04 STD. DETAIL 4/13/18
61 STDL05 STD. DETAIL 4/13/18
62 STDL06 STD. DETAIL 4/13/18
63 STDL07 STD. DETAIL 4113/18
64 STDL08 STD, DETAIL 4/13/18
65 STDL09 STD. DETAIL 4113/18
66 STDL10 STD. DETAIL 4/13/18
67 STDL11 STD. DETAIL 4/13/18
68 STDL12 STD. DETAIL 4/13/18
69 STDL13 STD, DETAIL 4/13/18
70 STDL14 STD, DETAIL 4/13118
71 STDL15 STD. DETAIL 14/13/18
72 STDL16 STD. DETAIL 14/13/18
Page 2 of 2
WFkCSRMLM
Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA V1
A01 G HIP GIRDER 2
M,
A0059034
I
Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: S. 120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 1
ID:fXMofrMaVb?Z7FFUeY3-NdzegNi-NiLyzCvZQEPD32gq?iwI pf2kUR
7-0-0 13-6-14 20-0-0 26-5-2 1 33-0-0 1 40-0-0
3X8
18 20 17 35 36 16 37 1538 39 40 14 41 42 13 43 12 44 45 46
11
23 21
6X6
2x4 11 5xI0 MT20HS 2x4 11
4xI0 2x4 H
010 -
500 MT20HS--
13-6-1,
6-6-14
26-5-2 33-0-0
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) Weill L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.41 14 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0,50 Vert(CT) 0.81 14 589 240
BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.12 9 n/a n/a
BCDL 10,0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.50 14 960 240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x6 SP 2400F 2,01E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
2 3381/0-3-8 (min. 0-1-8)
9 3380/0-3-8 (min. 0-1-8)
Max Herz
2 = 59(LC 8)
Max Uplift
2 1211(LC 4)
9 = 1211(LC 5)
Max Grav
2 3381 (LC 1)
9 3380(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-19=-3113/1031, 3-19=-7221/2612,
3-24=-10281/3792, 24-25=-10281/3792,
25-26=-10281/3792, 4-26=-10281/3792,
4-27=-10281/3792, 27-28=-10281/3792,
5-28=-10281/3792, 5-6=-10281/3792,
6-29=-10279/3790,29-30=-10279/3790,
30-31=-10279/3790, 7-31=-10279/3790,
7-32=-10279/3790, 32-33=-10279/3790,
33-34=-10279/3790, 8-34=-10279/3790,
8-22=-7220/2612, 9-22=-3112/1030
BOTCHORD
18-20=-663/1655,17-20=-231816569,
17-35=-2314/6583, 35-36=-2314/6583,
36-37=-2314/6583, 16-37=-2314/6583,
16-38=-4083/11430, 15-38=-4083/11430,
15-39=-4083/11430, 39-40=-4083/11430,
14-40=4083/11430, 14-41 =-4083/11430,
41-42=4083/11430, 13-42=-4083/11430,
Continued on page 2
BOTCHORD
18-20=-663/1655,17-20=-2318/6569,
17-35=-2314/6583, 35-36=-2314/6583,
36-37=-2314/6583,16-37=-2314/6583,
16-38=4083/11430, 15-38=4083/11430,
15-39=-4083/11430, 39-40=-4083/11430,
14-40=-4083/11430, 14-41 =-4083/11430,
41-42=-4083/11430, 13-42=-4083/11430,
13-43=-4083/11430,12-43=-4083/11430,
12-44=-2321/6582, 44-45=-2321/6582,
45-46=-2321/6582, 11-46=-232116582,
11-23=-2325/6568, 21-23=-613/1655
WEBS
3-17=0/499, 3-16=-1513/4188,
4-16=-857/603, 6-16=-13101458,
6-14=01556, 6-12=-13121460, 7-12=-856/602, 8-
12=-1511/4186, 8-11 =0/499, 2-
18=-2605/840, 19-20=-409/1235, 18-
19=-2385/851, 2-20=-631/1897, 9-
21 =-2605/840, 22-23=408/1235, 21-
22=-2385/851, 9-23=-631/1897 NOTES- (
11) 1) 2-ply
truss to
be connected together with 1 Od 0.131"x3") nails as
follows: Top chords connected as follows:
2x4 - 1 row at 0-7-0 oc. Bottom chords connected as
follows:
2x6 - 2 rows staggered at 0-9-0
oc. Webs connected as follows: 2x4 -
I row at 0-9-0 oc. 2) All loads are considered
equally applied to all plies, except if noted as front (
F) or back (B) face in the LOAD CASE(S) section. Ply
to ply connections have been provided to distribute only
loads noted as (F) or B), unless otherwise indicated. 3)
Unbalanced roof live loads
have been considered for this design. 4) Wind:
ASCE 7-10;
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 5) Provide adequate drainage to
prevent water pending, 6) All plates are
MT20
plates unless otherwise Dead Load Dot& = 7/16
in 9 ca 6X6 40-0-
0
PLATES
GRIP
MT20 244/190
MT20HS 1871143
Weight: 443lb FT=
10% 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 1211 lb uplift at joint 2 and 1211
lb uplift at joint 9. 10) Hanger(s) or other
connection device(s) shall be provided sufficient to support concentrated
load(s) 243 lb down and 272 lb
up at 7-0-0, 123 lb down and 143 lb up at 9-0-
12, 123 lb down and 143 lb up at 11-0-12 123 lb down and 143
lb up at 13-0-12, 123 lb down and 143 lb up at
15-0-12, 123 lb down and 143 lb up at 17-0-12, 123
lb down and 143 lb up at 19-0-12, 123 lb down and 143
lb up at 20-11-4. 123 lb down and 143 lb up at
22-11-4, 123 lb down and 143 lb up at 24-11-4, 123
lb down and 143 lb up at 26-11-4, 123 lb down and 143
lb up at 28-11-4, and 123 lb down and 143 lb up
at 30-11-4, and 243 lb down and 272 lb up at 33-
0-0 on top chord, and 365 lb down and 116 lb up at
7-0-0, 88 lb down at 9-0-12, 88 lb down at 11-0-12,
88 lb down at 13-0-12, 88 lb down at 15-0-12. 88
lb down at 17-0-12, 88 lb down at 19-0-12, 88 lb
down at 20-11-4, 88 lb down at 22-11-4, 88 lb
down at 24-11-4, 88 lb down at 26-114, 88 lb down
at 28-11-4, and 88 lb down at 30-11-4, and 365
lb down and 116 lb up at 32-114 on bottom chord. The design/selection
of such connection device(s) is the
responsibility of others. 11) WARNING - Please thoroughly review
the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS
CONDITIONS CUSTOMER ("BUYER-) ACKNOWLEDGEMENT" form,
LOAD CASE(S)
Standard 1)
Dead + Roof Live (
balanced):
Lumber Increase=1.25 I Plate lncrease=1,25
Uniform Loads (pin Vert: 1-
3=-60, 3-
8=-60, 8-1 0=-60, 18-21 =-20 Concentrated Loads (lb) I l"
T11111 1.0
P'q W 0,+,V IN:* 4.5S ov"i . Il, Irk W, * M 1 71. 6"r -P., 4*4 "w,mooq Anthony T. Tombo M, ',E, z 01w Ln.k, W
two""
OND..,k 0_6 wi Dtlrvw jz $0083 4451 St. Lurie, Blvd, WIWI,
c!Wld 01 V,.
Iw, S,;Vl-tMf W*4 Fed nerce, I'L 34946 Ainhollyl.bMWILP.1, hpoillialo. 0111in
kpmh bded ithtwtht linea pelmilin hwilA I 11001roses t
Job Truss Truss Type CITY Ply RYAN HOMES/ SANTA R bsA vi
WRCSRMLM A01G HIP GIRDER 2 A0059034
2 I-K 1-i --- r,
I
s Nov 12 2011 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 1 A 16:23:
ID:fXMofrMaVb?Z7FFUeY3—NdzegNj-NiLyzCvZQEPD32gq?iwIpt2kUR12ay_
LOAD CASE(S)
Standard
Concentrated Loads (Ib)
Vert: 3=-196(B) 5=-123(B) 8=-196(B) 17=-365(6)
1 1=-365(B) 24=-123(B) 25=-123(B) 26=-123(B)
27=-123(B) 28=-123(6) 29=-123(B) 30=-123(8)
31 =-I 23(B) 32=-1 23(B) 33=-1 23(B) 34=-1 23(8)
35=-70(B) 36=-70(B) 37=-70(B) 38=-70(B) 39=-70(B)
40=-70(B) 41 =-70(B) 42=-70(B) 43=-70(6) 44=-70(B)
45=-70(B) 46=-70(B)
Ito
1- h'V 5-mo, fw—; ke uNxxr loo'w"W' . ceqmt ow Fro,io.0 r. wrm 100 0 '* m I
Anthony T. Toombo 111, DE. A 0 IV, T'' It, m WIN " 14 '4qo "t W" W im! hem ".0 N r.", '0" WI-4 w"" "Okit. 0
Ak—v .,.ft 101i mpow—d pito., O'k, Wit" (.P" wo? PI -0 WA -11 PA., It' 140., 'k, win.1u, .4 M., 0 %, I'll, Delp., I— *'r ;,#W. aarutrt 4451 St. Lucie Blvd,
Fort Pierce, FL 34946
pytighl 02016 A I Root Imses Aralwooy 1. Tombo III, P.1, licirro6mort of this hoomem'—py for., it prohibited .0thow (Irt wittie. pormimort from A I Root trollei Awharry 1. Tomb III, KL
WkCSRMLM A02 Hip
RYAN HOMES / SANTA V1
A0059035
Job
of Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc, Fri Apr 13 16:23:32 2018 Page 1
1 D:fXMofrMaVb?Z7FFUeY3_NdzegNj-rwvKAYwBBYX4gCF I ZPRGMsbvYrXmJUlEyuJAzUzR5Cv
11-4-7-12 9-0-016-3-12 23-84 31-0-0 35-4-440-0-0 1-0 J- 0-
0 -02--4 7-3-12 7-4-8 7-3-12 4-4-4_ 4-7-12 4.10
1-0-
0 SX6 -- 5.
00 [
i2_ U4 4x6
3x4 -
SX6
Dead Load
Deft. = 7116 in 1921 ZZ
1817 16 15 14 2523
5x8 11
3x8 5x6
W13
3x4 5X6 VVB 3X8 5X8
11
31-0-
0 ilk LOADING (
ps"
SPACING- 2-0-0 CSL DEFL. in loc) Well L/d TCLL 20.
0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0,33 16 999 360 TCDL 10.
0 Lumber DOL 1-25 BC 0.85 Vert(CT) 0.7914-16 61 1 240 BCLL 0.
0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.18 12 n/a n/a BCDL 10.
0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.41 16 999 240 LUMBER - TOP
CHORD
2x4 SP M 30 *Except* T233: 2x4
SP No-2 SOT CHORD
2x4 SP M 30 WEBS 2x4
SP No.3 OTHERS 2x4
SP No.3 SLIDER Left
2x4
SP No.3 1-6-0, Right 2x4
SP N0,3 1-6-0 BRACING - TOP
CHORD
Structural wood
sheathing directly applied, BOT CHORD
Rigid ceiling
directly applied or 4-8-3 oc bracing. WEBS 1
Row
at midpt 6-18,8-14 Milfekrecommends_-- that -
Stabilizers and required cross bracing
be installed during truss erection, if, accordance with
Stabilizer Installation guide. REACTIONS. (lb/
size) 2 = 1660/
0-3-8 (min. 0-1-15) 12 166010-
3-8 (min. 0-1-15) Max Hor7
2 = 74(
LC 12) 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
2-20=-
1141/528, 3-20=-9111372, 3-4=-3120/
2142, 4-5=-3007/2013, 5-6=-2781/
1948, 6-7=-3892/2625, 7-8=-3892/
2625, 8-9=-2781/1948, 9- 1 0=-
3007/2013, 10-11 =-312012142, 11 -24=-911/372, 12-
24=- 1141/528 BOT CHORD 19-21 =-801/
1096, 18-
21 =-1 808/2789, 17-18=-2354/3787, 16-
17=-2354/3787, 15-16=-2356/3787, 14-
15=-2356/3787, 14-25=-1818/2789, 23-
25=-820/1096 BOT CHORD 19-21 =-801/1096,
18-21 =-
1 80812789, 17-18=-2354/3787, 16-17=-2354/3787,
15-16=-235613787, 14-15=-235613787, 14-25=-
1818/2789, 23-25=-82011096 WEBS 5-1 8=-391/766, 6-
18=-1245/838, 6-16=0/307,
8-
16=0/307, 8-14=- 1245/838, 9-14=-391/
766, 2-19=-935/586, 20-22=-433/704, 2-22=-171/
598, 19-22=-778/662, 3-22=-2453/
1939, 12-23=-9351585, 24-26=433/704, 12-
26=-172/598, 23-26=-778/667, 111-
26=-245311939 NOTES- (7) 1) Unbalanced roof
live loads have been considered for this design. 2)
Wind: ASCE 7-
10; Vult=
1 50mph (3-second gust) Vasd=1 16mph:
TCDL=5.Opsf;
BCDL=5.Opsf; h=25ft; Cat, 11; Exp C; Encl., GCpi=
0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever
left and right exposed : end vertical left exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=
1 .60 plate grip DOL=1.60 3) Provide
adequate drainage to prevent water 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 20.0psf 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. 7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT"
form. LOAD CASE(S) Standard PLATES GRIP MT20
244/190 Weight 197 Ib
FT = 10% 9
ui 3
9 00 ok'-'
104
1A Is,
Tols sal l.
ttvrs -m0w, Wei melm,, '0*
10, Anthony
T. Tombo
111, R.E, i, 0 I.s
It, nn wilof m "i""roor, 0 W_' k Omit "Iso"d '04 ,
10 Will" k"r, i IN, T.". 0 N * t rl Ind W W'l 1,rv4vr ta, W IM I Tkr WP W . fia "r N tn"' .,Iwq ko" ".4r, nikr allon. W ..J'W $0083 4451 $t. Lucie Blvd, t Fort Pierce, VL 34946 WhoisyHOM1,0110inli J, krslisdissIrofIfill der(owitill, In
my form, is proistilledorilhoultht -riven peforWoo 40M A
I Roof Ilussesz
M A ROSA v1
WRCSRMLM A03 Hip 12 1 A0059036
optional]
At Rciall-Trusses, Fort Pierce,FL 3494i3, design@altruss,com Run: 8.120 s Nov 12 2017 Print: - --- -- 6.120 s Nov 12 2017 MiTek Industries, Inc, Fri Apr 14 16:23:33 2016- Page IDID'
fxMofrMaVb?Z7FFUeY3_NdzegNi-K6TiOuwpysfxlMqD77yVv488fEsR2xCNBY2iW)(zR5I 1-
9-p -7 1- -" 5-
7-15 S-2 9-01 5 _5 ,
117A79 -4, , 11 - 1-1 Q _- 1 1-1- - i 3 4-1 40-0-0 1-0-
0 A"29 0
9-
0-0 5-4-2 5-7-14 -0- 5x6 = 7x10
MT20HS
5X6 Dead Load
Defl. = 5116 in 5x8 11
3x8 4x6 1.5x4
11 4x6 : 3x8
5X8
11 I LOADING (
psf)
SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d TCLL 20.
0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.2814-16 999 360 TCDL 10,
0 Lumber DOL 1,25 BC 0,9,5 Vert(CT) 0,5714-16 836 240 BCLL 0,
0 Rep Stress Incr YES WEI 0.50 Horz(CT) 0.17 10 n/a n/a BCDL 10.
0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0,35 14-16 999 240 LUMBER - TOP
CHORD
2x4 SP M 30 BOT CHORD
2x4 SP M 30 *Except* 82: 2x4
SP Ncl.2 WEBS 2x4
SP No.3 SLIDER Left
2x4
SP No.3 1-6-0, Right 2x4
SP No.3 1-6-0 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 2-2-0 oc purlins. BOTCHORD
Rigid
ceiling
directly applied or 2-2-0 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 13) 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
2-18=-
1485/438, 3-18=-1271/269, 3-4=-313612197,
4-5=-287811967, 5-6=-2639/
1911, 6-7=-2639/191 1, 7-8=-287811967,
8-9=-313612197, 9-22=-1271/
269,10-22=-14851437 BOT CHORD 17-
19=-858/
1016,16-19=-185312817, 15-16=-2025/
3345, 14-15=-202513345, 13-14=-2025/
3345, 12-13=-2025/3345, 12-23=-1860/
2817, 21-23=-877/1016 WEBS 4-16=-231/
374,
5-16=-312/688, WEBS 4-16=-231/
374,
5-16=-312/688, 6-16=-937/569,
6-14=0/333, 6-12=-937/569,
7-12=-312/688, 8-12=-231/374,
2-17=-1037/535, 19-20=0/362, 18-
20=-466/726, 2-20=-100/869, 17-
20=-679/727, 3-20=-229212108, 10-21 =-I
0371535, 23-24=0/362, 22-24=-466/726,
10-24=-101/869, 21-24=-679/732,
9-24=-2292/2108 NOTES- (8) 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,
Ops(; h=25ft Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL= 1 .60
3) Provide adequate drainage to prevent water pending.
4) 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 20,0psf 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 473 lb
uplift at joint 2 and 473 lb uplift at joint
10. 8) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT" form. LOAD CASE(S)
Standard PLATES GRIP
MT20 244/
190 MT20HS 1871143
Weight:
197 lb
FT = 10% zl
uq -Etna
Mn.d.lsRer M "A-
t h7C r1tS4zi 1'iEUfk i 4CAftki {t WS t (;MiY FXS Ci$f;N11 P'!.t ; t;RlG E34xEAC Imp Pe; itup prawn ml lec(aNez M Fars Bess ar: arantg{tt@; xi M kAa,pt €aaia A, r [-tAelea! 4u he4 r as< Udtt: en, ;MMla M [[q e 41 P.440i * M 0r '" na "q. 1
d,0,4 0 M1% .4 lq. Fit I TMia v .3.Vall, W,4,nlllanls"W" An'hony T. Tombu !I!, P.F. M riaFia"llia bit" (.P Witt 14.0
Sill -- 00% r.V phil, I" "I'Al W*1110 t `' 144- `-" )A,Fl il- M 11,11 OWIN--1 V 80083 Fill"" NN011- 140 `m l-4`i43tvV. "
1! wil
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imme"L many (win, i, prohilFiltd Alut the wiltalitmisionhem A I RA Pierce, Fr 34946
Job Truss T rus
WRCSRMLM A04 Hip
s
5x6 _-
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017
1 D: f X MofrM a V b? Z 7 F F U e Y 3_N d zeg N;
20-0-0 27-0-0 1
1.5x4 11 5x6 --=
17 3x4 --- 4x6
3x8 -
4x6 3x4 --
5x8 11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.33 14-16 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.62 14-16 771 240
BCLL 0.0 Rep Stress Incr YES WB 0,48 Horz(CT) 0.15 10 n/a n1a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.32 14-16 999 240
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 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 5-2-4 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection in
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min.0-1-15)
10 - 1660/0-3-8 (min.0-1-15)
Max Horz
2 = 104(LC 13)
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.
TOP CHORD
2-18=-1415/519, 3-18=-1194/349,
34=-3158/2227, 4-5=-2871/1996,
5-6=2835/2100, 6-7=-2835/2100,
7-8=-2871/1996, 8-9=-3158/2227,
9-22=-1194/349,10-22=-1415/519
BOT CHORD
17-19=-833/1010, 16-19=-188112840,
16-25=-1422/2433, 25-26=-1422/2433,
15-26=-1422/2433, 14-15=-1422/2433,
13-14=-1423/2433, 13-27=-1423/2433,
27-28=-1423/2433, 12-28=-1423/2433,
12-23=-1887/2840, 21-23=-851/1010
WEBS
4-16=-332/488, 5-16=-1731471,
WEBS
4-16=-332/488, 5-16=-1731471,
5-14=-304/662, 6-14=-469/462,
7-14=-304/662, 7-12=-173/471,
8-12=-332/488, 2-17=-1048/585,
19-20=0/330, 18-20=-469/741,
2-20=-159/815, 17-20=-670/690,
3-20=-2302/2048, 10-21=-1048/585,
23-24=0/330, 22-24=-470/741,
10-24=-160/815, 21-24=-670/694,
9-24=-230212048
NOTES- (7)
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ` This truss has been designed for a live load of
20.0psf 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,
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
ES / SANTA ROSA v1
A0059037
optional) J
Ik Industries, Inc. Fri Apr 13 16:23:33 2018 Page
iOuwpysfxlMgD77yVv4877Ev_2xONBY2i W xzR5C
15 40-0-0 1-0-p
5 6-6-1 0-
Dead Load Deft. = 5/16 in
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Job Truss Ply I RY A ROSA v1
WRCSRMLM A05 1Hip 2 1I A0059038
1
uff
1Job Reference opGonal) Al
Roof Trusses, Fort Pierce, FL 34946, design@a1truss .conn Rn: 8-.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13,16:23:34 2018 Page ID fXMofrMaVb?
Z7FFUeY3_NdzegNj-o115bExRj9nowWPPggTkRHgJreFFnM9XQCOG2NzR5 1-0-
6 8-0-2 0 2. - { 6 1 p 4 - - { 500 0 - { ...__._ 5-0 0 I 61-1)i 14 4 - -- 8-0-2 --- 0 5.00112
5x6 1.5x4
II 5x6 _ 3x4 --- 4x6 `-=
3x8 4x6 -= 3x4 -_- 29 11-
0 { 9-11-
0 9-11-0 LOADING (psf)
SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d TCLL 20.
0 Plate Grip DOL 1.25 TIC 0.72 Vert(LL) 0.38 16-18 999 360 TCDL 10.
0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.69 16-18 691 240 BCLL 0.
0 ' Rep Stress In YES WB 0.58 Horz(CT) 0.15 12 n/a n/a BCDL 10.
0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.28 16-18 999 240 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
2x4
SP No.3 1-6-0, Right 2x4
SP No.3 1-6-0 BRACING- TOPCHORD
Structural
wood sheathing
directly applied or 2-9-12 oc purlins. BOT CHORD
Rigid
ceiling directly
applied or 5-4-2 oc bracing. MiTek recommends that
Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabiliser
Installation gwde. 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
13) Max Uplift 2 =
446(LC
12) 12 = 446(LC
13) Max Grav 2 =
1660(LC
1) 12 = 1660(LC
1) FORCES. (Ib) Max.
Comp./Max.
Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-
20=1358/
475, 3-20=-1136/325, 34=-3134/2195,
4-5=-2927/2130, 5-6=-2843/
2150, 6-7=-2457/1891, 7-8=-2457/
1891, 8-9=-2843/2150, 9-10=-2927/
2130, 10-11=-3134/2195, 11-24=-1136/
325, 12-24=-1358/475 BOT CHORD 19-
21=-859/
1026, 18-21=-1836/2811, 18-27=-1305/
2262, 17-27=-1305/2262, 17-28=-1305/
2262, 16-28=-1305/2262, 16-29=-1306/
2262, 15-29=-1306/2262, 15-30=-1306/
2262,14-30=-1306/2262, 14-25=-1841/
2811, 23-25=-877/1026 BOT CHORD 19-
21=-859/
1026,18-21=-1836/2811, 18-27=-1305/
2262, 17-27=-1305/2262, 17-28=-1305/
2262, 16-28=-1305/2262, 16-29=-1306/
2262, 15-29=-1306/2262, 15-30=-1306/
2262, 14-30=-1306/2262, 14-25=-1841/
2811, 23-25=-877/1026 WEBS 4-18=-
386/
543, 6-18=-437/623, 6-16=-130/
496, 7-16=-313/293, 8-16=-130/
496, 8-14=-437/623, 10-14=-386/
543, 2-19=-1024/561, 21-22=0/
302, 20-22=4201719, 2-22=-124/
772, 19-22=-691/718, 3-22=-2308/
2030, 12-23=-1024/560, 25-26=0/
302, 24-26=-420/719, 12-26=-125/
772, 23-26=-691/722, 11-26=-2308/
2030 NOTES- (7) 1)
Unbalanced roof
live loads have been considered for this design.
2) Wind: ASCE
7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=
5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp
C; Encl., GCpi=0.18; MWFRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed ; end vertical
left exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60 3) Provide adequate
drainage to prevent water ponding. 4) This
truss
has been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads. 5) ' This
truss
has been designed for a live load of 20.Opsf on
the bottom chord in all areas where a rectangle 3-6-
0 tall by 2-0-0 wide will fit between the bottom chard and
any other members, with BCDL = 10.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. 7) WARNING - Please
thoroughly review the "A-1 ROOF TRUSSES ("SELLER),
GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form. LOAD
CASE(S)
Standard Dead Load
Defl. =
5/16 in 9 3 0
io
W-aythatUaioi.
ee.
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tWW {W.. !Q Eitl fry l&ilU ib#rpd_ 4!t,,ni flfupl{i e i ,bq;iflFY E,pMv.a, tblgtM lQh itpfSgi4 tt m3tM2R;t ptk pilxfiaal Md4GS'MgfSSP.Alof',. IW I.r0*,.,* I"t, Opqq. IN 1100M1.i. !•4ht lh-1. 310 OupT Z-p., Imet"'NEiw t00" Anthony T. Tombo .ti, P,E. wlcstA%S(s4Sxq
lwl8gi51&spttiklnrdkkA xi.da0+<aittw».=.rteyEa i:Ik lwIM1Ig REAyro•.>>cktW ndiii lR(Wit`-aN Hf INnF. q;idi eq5 ihi l6 q, dHe.66ld ea AeM lS<06t T.St.INg Amdly. tNTpi"Mc. W k'-fA: NN d spQ 3 Mt P31Y4g t4fj#IAAf59tMM. kllfn at W.in lot. irt0111.4 pu/ih. 0 IN11 4iiRp411tN{ilM La Rmma 1(l pikfkkd"lIIW$1(,S 4l rdtfi0*puns?4-li'I7F.5HS'6:KprSiYAAtf5 4tl#5fAL 1.it,0l.ipllk i:H: piSlph iYpA4fi-0Ih., Mkb1t!A^M-R3S4 445E St. Lucie Blvd. tSaaukfxHhc;>tdMt ecli;u rnury MfMpnrtx k..ared. TO hsss GntpxEgneei t594rra 1MSro{@eu n.et 4stiafrtai>?mq wlxp kl!e Msit'e•asaros lehael is 1111. FO(t Pierce, EL 34946 fap96ghi @ 1RI6
A-i Reot tmssns-Anlhony i. Combo III, P.I. Repmio(aon of this dommtni, in any Win, is probsioa hMed wilhoulthe wnnea petmtramA-t Roof Crosses Whony 1.lombo lll, P.E.
RYAN HOMES / SANTA ROSA v1
A0059039
Job I Truss Truss
W'RCSRMLM A06 Hip
It" I I --- I'll, ---- --- 1 11 J
trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8.120 s Nov 12 2017 Print: 8-120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 1 6:23 35 2018 Page I
ID:fXMofrMaVb?27FFUeY3 NdzegNi-GVaTpay3UTvfXq cEX z VOT82arWsBgfsXqapzR5Cs
1-0 23-1-8 31-570 40-0-0 4,1-970
1 -0 8-7-0 8-3-8 6-3-0 8-3-8 8-7-0 I-0-0
0
5M f 12 5x6
5x6 = Dead Load Deft. = 5116 in
5X8 I I
1.5x4 11
5X6 WB - 3x4 3x4 -- 5x6 We 1,5x4 11
5X8 11
RM111
LOADING (ps" SPACING- 2-0-0 CS1. DEFL. in (Joe) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0,8213-15 584 360
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 1.1013-15 437 240
BCLL 0,0 Rep Stress Incr YES WB 040 Horz(CT) 0.15 11 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.55 16-18 876 240
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T3: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purfins,
BOT CHORD
Rigid ceiling directly applied or 5-4-7 or, bracing.
WEBS
1 Row at midpt 4-16,9-15
MiT4 recommends that Stabilizers
I
an
I
d - required
I I I
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)
11 = 1660/0-3-8 (min. 0-1-15)
Max Horz
2 = 133(LC 12)
Max Uplift
2 464(LC 12)
11 464(LC 13)
Max Grav
2 1660(LC 1)
11 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-20=-1281/517, 3-20=-1041/372,
34=-3137/2193, 4-5=-241311749,
5-6=-2311/1778, 6-7=-2141/1751,
7-8=-2311/1778, 8-9=-2413/1749,
9-10=-3137/2193,10-24=-1041/372,
11-24=-1281/517
BOTCHORD
19-21=-848/1033,18-21=-1830/2813,
17-18=-183012813,16-17=-1830/2813,
15-16=-1 184/2141, 14-15=-1835/2813,
BOT CHORD LOAD CASE(S)
19-21=-848/1033,18-21=-1830/2813, Standard
17-18=-1830/2813,16-17=-1830/2813,
15-16=-1 184/2141, 14-15=-183512813,
13-14=-1835/2813,13-25=-1835/2813,
23-25=-866/1033
WEBS
4-18=0/308, 4-16=-876/724,
6-16=-242/526, 7-15=-2421526,
9-15=-8761724, 9-13=0/308,
2-19=-1016/587, 21-22=0/257,
20-22=-406/715,2-22=-155/707,
19-22=-700/702, 3-22=-2328/1970,
11-23=-1016/586, 25-26=0/257,
24-26=-406/715,11-26=-155/707,
23-26=-700/703, 10-26=-2328/1970
NOTES- (8)
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) 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
loDpsf.
7) 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 11.
8) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT" form,
Jo9p 1 12
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 192 lb FT = 10%
ANT', :n . f",** b, -io * 0 In 1s . 44 5p"O, 4ie-:, 1, .0 pYt T08!Wu,#5 . of W, d ft a".10f ., 14 f.r kip' . M lot eh.*IM I Anthony T, Tombo 111, P E
allot Z 80083
K.*"— 4451 St. Lucie Blvd,
toit Pieice, FL 34946
optltlid 0 2016 A i kod hum WWI, L Tointio III, VI, ktplo&lm of th'i dommol"n 04Y IRM, is prohUtA .4hoo the xnnep Femsme ko. A I trio(Jewel 'ahoy I. IOMW 111, N.
WRCSRMLM 11301
RYAN MOM
Common Supported Gable
V1
A0059040
Al Roof Trusses, Fort i@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov -1-2--2017,M-iTe--k-Industries, , Inc-, -Fri -Apr 13,16:23:36-201-8 Page'l
3-7-5
ID:fXMofrMaVb?Z7FFUeY3-NdzegNi-khMvziFnIW9qZooFVCWimoFS5xFPvqtWHN6FZR5Cr8-3-4- - --- - ------- -- 7-2-8 , 1 8-31-0-12 3-7-5 3-7-3 1-0-12 1
4x4
5.001 1_2
3 5
2
ST2 7
ST1 STI
wi W"I
12 11 10 9 8
LOADING (pso SPACING- 2-0-0 CS1.
TCLL 20.0 Plate Grip DOL 1,25 TC OA5
TCDL 10.0 Lumber DOL 1,25 BC 0.07
BCLL 0,0 Rep Stress Incr YES WB 0.05
BCDL 10.0
I Code FBC2017/TP12014 i Matrix-R
i
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 7-2-8 oc
purlins, except end verticals.
BOT CHORD
Rigid coiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 7-2-8,
lb) - Max Horz
12= 69(LC 11)
Max Uplift
All uplift 100 lb or less at joint(s) 8,
11. 9 except 12=- 10 1 (LC 8)
Max Grav
All reactions 250 Ib or less at joint(s)
12,8,10,11, 9
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-12=-127/250
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=l 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL= 1,60 plate grip DOL= 1,60
3) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSI[TPI 1,
4) All plates are 1,5x4 MT20 unless otherwise indicated,
5) Gable requires continuous bottom chord bearing.
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) -0.00 7 n/r 90 MT20 244/190
Vert(CT) -0.01 7 n/r 80
Horz(CT) 0.00 8 n/a n/a I
6) Truss to be fully sheathed from one face or securely
braced against lateral movement (im, 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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 8, 11, 9 except Ot=lb) 12= 10 1,
LOAD CASE(S)
Standard
Weight: 39 lb FT = 10%
Anthony T. Tombo 1174, P,E, j*4_0'4
tm i'*' ,uW'14(1111.4 0.1 J N!"', U110. !1111 twr !,1— .4 1— WWW-
4 43'_ d .' Aq AR'.#UwAW_ 'AA 4451 St, Ljoe Blvd. Zt N".' ,
A I kof 1-se k1hopy 1, Imbo K PJ, Iopokto, ol N dmwol,,00t loi—I pak4od Aw Wt .'Mee pt,mm-, I'm A I k0of Is AAMY 1, 44'k4 01 P4.
R0 Piorre, H 34940
Ply I RYAN HOMES / SANTA ROSA v1
W'RCSRMLM
Al koof Trusses
Truss Truss Type
B02 Cornrrlon
A0059041
1 truss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 16:23:36 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-kh8rOvziFn 1 W9qZooFVCWimizS3XFNUqtWHN6FzR5Cr
5 8-3-417q, 12 ......... ..... . ....
3-7-5 ---4-1-6-0 11-0-12
1 3-T45 -
4x4 _
5.00112
I'ZIX4 H
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10,0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017fTP12014
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 6-0-0 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 6-0-0 oc bracing. CMiTek
recommends
that Stabilizers an - d requiredI I
cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 10
394/0-8-0 (min, 0-1-8) 8
308/Mechanical Max
Horz 10
69(LC 11) Max
Uplift 10
229(LC 8) 8
182(LC 9) Max
Grav 10 =
394(LC 1) 8
308(LC 1) FORCES. (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 3-
4=-135/313, 4-5=-150/305, 5-
8=-243/414 WEBS
3-
9=-278/141. 3-10=-272/473 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=15ft: Cat.
It; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and
C-C Exterior(2) zone: cantilever left and right exposed ;
end vertical left and right exposed; porch left and
right exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60 3)
This truss has been designed for a 10,0 psf bottom chord
live load nonconcurrent with any other live loads. 3x6
11 3x4
H 6
CS1.
DEFL. in loc) I/deft L/d PLATES GRIP TC
0,49 Vert(LL) 0.02 9 999 240 MT20 244/190 BC
0.22 Vert(CT) 0,01 9 999 240 WB
0,14 Horz(CT) 0.00 8 n/a n/a Matrix -
MS Weight: 40 lb FT = 10% 4) *
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 5)
Refer to girder(s) for truss to truss connections. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except (jt=lb) 10=229, 8=1 82, LOAD
CASE(S) Standard
Anthony
T. Tonto II;, P.E. aOO83
4451
St, Luoe WA, Fo'
Pwr,p, H, 34946 7016AI
ky['T0001'fJim k0thatyl 140010M
Truss
WRCSRMLM I B03 I Common
Ply
1 1 1
A ROSA v1
A0059042
I
ltruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Ind
7q-12
10:fXMofrMaVb?Z7FFUeY3_NdzegNi-CtiDEF_
1 3-7-5 - _ 7-3-4
1-0-12 3-7--5 3-7-15
4x4 —
5.00112 4
I,Z)X4 h U4
1.5x4 11
0-74 7-3-4-
3-0- 1
Plate Offses(XY)-- [7:0-0-8,0-1-8l,t9:0-2-8,0-0-121
LOADING (pso SPACING- 2-0-0 CSL J DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TI 111 Vert(LL) 0.03 8 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0 28 Vert(CT) 0.02 8 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 7 n/a n/a
BCDL 10.0 Code FBC2017fTPt2014 Matrix -MS Weight: 38 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No,3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 6-0-0 oc bracing. MiTe -
k - recommends that Stabilizers- and required - - cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 9
401/0-8-0 (min, 0-1-8) 7
229/Mechanical Max
Harz 9 =
80(LC 9) Max
Uplift 9
228(LC 8) 7
131(LC 9) Max
Grav 9
401(C 1) 7 =
229(LC 1) FORCES. (
lb) Max.
Comp,/Max. Ten, - All forces 250 (lb) or less except when
shown. TOP
CHORD 3-
4=-140/305, 4-5=-151/293, 5-7=-
160/273 WEBS 3-
8=-
267/149, 3-9=-273/457 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=5.0psf; 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 and right exposed; porch left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=
1 .60 3) This
truss has been designed for a 10,0 psf bottom chord live
load nonconcurrent with any other live loads. 4) * This
truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members, 5) Refer
to girder(s) for truss to truss connections. 6) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(s)
except (jt=lb) 9=228, 7=131. LOAD CASE(
S) Standard 7016
4
1 Anthony T.
lumbo 11 P.[.""'Ww vahjmu
m 0 -.80083 44',1
SI, Lucie Olyd. Opy'i# "
BaerNws kok"I I, TM40 III P I, hp4o'. of this 6wiiwti, in my low as ptibftai '040 tk' ."11'a pmc'm hom A I ant ARthogy I I"Ito III, F.E. R4r' i
1, 34946 Zh "
WkCSRMLM Cil
At Roof Trusses, Fort Pierce, Ft
Corner Jack
RYAN HOMES / SANTA ROSA v1
A0059043
I
I
rus -
1
s
I
corn Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc, Fri Apr 13 16:23:38 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegN"4GbRb_ymOHEO7iAvgYgc7r7YFn6jJA7LqmUB8zR5Cp
0-1,11-11
1-0-0 0-11-11
3X6 11
LOADING (psf) SPACING- 2-" CS1. DEFL. in lac) Ildefl L/d
1
PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0,00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,02 Vert(CT) 0.00 5 999 240
BCLL 0.0 Rep Stress Incr YES WS 0,00 Horz(CT) -0.00 3 n1a n/a
BCDL 110'0 Code FBC2017fTP12014 Matrix -MR Wind(LL) -0.00 5 999 240 Weight: 5 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
mifek recommends -that Stabilizers andd- requ ired
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 150/0-3-8 (min. 0-1-8)
3 = 10/Mechanical
4 = 5/Mechanical
Max Harz
5 38(LC 9)
Max Uplift
5 88(LC 8)
3 1 O(LC 1
4 5(LC 1
Max Grav
5 = 150(LC 1)
3 12(LC 8)
4 11(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown,
NOTES- (6)
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.
6) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
41
C. ; 'w r"s iW a no I., r. 140 1, X'04' k":- 0'zV Iwoo" w M "Ptaa4- -ap., a lu u'r.414, * N Wr' 0 k , 1'.5, 00,14 wde It* o0l aala IM 1 1, 0"r tuo.p." wej "atow, Anthony 1. Tm, bo 111,i),E
mot ("hilei—it aay swa>NNrests+*aas,a Z 80083
4451 St. Lucie Blvd.
Fort Pielce, FL 34946
oplTight (D 2016 A I fool hows katko.yLlombolil'PA. hpoopoic. of lhiz 00woom"A *at forio'.1 proMded.'rho.1 the nfleq qewssw hom A I Rool Items
Job Truss Truss Type
WRCSRMLM CJlA Corner Jack Is
A ROSA v1
A0059044
Al Roof trusses, F-ort Pierce, FL 34946, design@altruss.com Run: 8.120s Nov 122017 Print: 8,120s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13,16:23:39 201E
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-8Gq_ex?aXiQ501-fiNTN3v8LOJKf7TSmQGZUV1
il--1 'I -- --------- 4 - , , , - 0-1 1-i I
ZX4
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/ deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 011 Vert(LL) 0.00 5 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 125 BC 0:01 Vert(CT) 0.00 5 999 180
BCLL 0.0 Rep Stress Incr YES WEI 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MP I Weight: 5 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Mffe-k recommends that Stabilizer-sand required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide, REACTIONS. (
lb/size) 3
8/Mechanical 2
130/0-8-0 (min. 0-1-8) 4
1/Mechanical Max
Herz 2
38(LC 8) Max
Uplift 3
5(LC 12) 2
82(LC 8) 4
I(LC 1) Max
Grav 3 =
8(LC 22) 2
130(LC 1) 4
15(LC 8) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
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) 3, 2, 4. LOAD
CASE(S) Standard
An'
tiony T. Tombo ill, pf, f 1.10t 1h ... W'Ojim#N Nw& toc" D V $0083
N'
y 41— W fm.' ".N 4451
St, Lucie Blvd. Fort '
fierce, FL 34946
Job -ss Truss Type Qty Ply RYAN HOMES I SANTA ROSA v1
WRCSRMLM
Truss
CJ 1 L Corner Jack 4 1
A0059045
FL 34946, design@altruss,com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 16:2140 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-cSOMsHOCI?YyeRsZl5a8hYwUK3TnBDgPoaFbFlzR5Cn
1-0-0 -11-11
1-0-0 0-11-11
2x4
0-11-11
LOADING (psq SPACING- 2-" CS1. DEFL. in loc) I/defl L/d
TCLL 20.O Plate Grip DOL 1.25 TIC 0.08 Vert(LL) 0.00 5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0,01 Vert(CT) 0.00 5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10,0 Code FBC2017ITP12014 Matrix -MP Wind(LL) 0.00 5 999 240
LUMBER -
TOP CHORD 2x4 SP No-2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 0-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
mi-Fek recommends I - hat Stab - ilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS, (lb/size)
2 = 129/0-8-0 (min. 0-1-8)
4 2/Mechanical
Max Horz
2 35(LC 8)
Max Uplift
2 94(LC 8)
Max Grav
2 129(LC 1)
4 19(LC 3)
FORCES. (lb)
Max. Comp,/Max, Ten, - All forces 250 (1b) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.0psf; 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 & 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) 2,
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 10%
i
Oki" 'VIM. W To *W mWof 4' ft wr Arrthony 1, Tombo Stir1, P,E
7 80083
4451 St. Lucie Blvd, j Fort Perm, Fl- 34946
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Joe
P
cuss I ype Qty Ply RYAN HOMES ISANTA ROSAv1
WRCSRMLM JA0059046 CAJack-Open Supported Gable 2 1 "uss , Al
Roof
Trues, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12461-70-nir MiTek Industries, ruses, Print6-1-2-0--s Nov -11-2-2-0-1-7- Inc ID:fXMofrMaVb?
Z7FFUeY3_NdzegNi-cSOMsHOC I?YyeRsZ 1 20 0-
10-
13 0-10-
13 LOADING pso
SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL 20-
0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 2 999 360 TCDL 10.
0 Lumber DOL 1.25 BC 0,01 Vert(CT) 0.00 2 999 240 EICLL 0.
0 Rep Stress Incr YES WEI 0.00 Horz(CT) 0,00 3 n/a n/a BCDL 10.
0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 240 LUMBER - TOP
CHORD
2x4 SP No.2 BOT CHORD
2x4 SP No.2 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 0-11-11 oc purlins. BOT
CHORD
Rigid ceiling
directly applied or 10-0-0 oc bracing, M; iTek
recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation guide. J REACTIONS. (lb/
size) 2 138/
0-8-0 (min. 0-1-8) 6 10/
Mechanical 3 14/
Mechanical Max Herz
2 34(
LC 8) Max Uplift
2 = 80(
LC 8) 3 14(
1_C 1 Max Grav
2 138(
LC 1 6 20(
LC 3) 3 20(
LC 8) FORCES. (lb)
Max. Comp./
Max, Ten. - All forces 250 (lb) or less except when shown,
NOTES- 1)
Wind:
ASCE 7-10; Vult=150mph (3-second gust) Vasd=1
16mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11;
Exp C; EncL, GCpi=0,18; MWFRS (envelope) and C-
C Exterior(2) zone: cantilever left and right exposed; end
vertical left exposed; porch 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 ANSIITPI 1,
3) Gable
studs spaced at 2-0-0 oc. 4) This
truss has been designed for a 10.0 psf bottom chord live
load nonconcurrent with any other live loads. 5) * This
truss has been designed for a live load of 20,Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members, 6) Refer
to girder(s) for truss to truss connections. 7) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(s)
2, 3. LOAD CASE(
S) Standard 1316:
23:
40 2018 Page 1 53TpBDgPo8FbF1zR5Cn PLATES GRIP
MT20
244/190
Weight: 5 In
FT = 10% Anthony T. TDfnho
M, P E l' WW'# Im", .
4 r4q., 0 A. Won (""M Ssof for'kk 'k im W Sul .' r'W-4* ?-V Pt." N Tlq"- 10
N V -f '44 Ali to.4 it T11 1 4451 St, Elide Blvd, Fort i)2er(
e, FL 34946
Job rn,ss Truss Type Qty Ply RYAN HOMES / SANTA ROSA V1
WRCSRMLM CJ3 Corner Jack g 1
A0059047
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 16:23:41 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-5fyk3d 1 g3JgoFbRlbo5NDmTdyToTwgwZ 1 o_80TzRSCm
1-0-0 2-11-11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 lb FT = 10%d
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection in
L accordance with Stabilizer installation guide.
REACTIONS. (lb/size)
5 = 194/0-3-8 (min.0-1-8)
3 = 69/Mechanical
4 - 28/Mechanical
Max Horz
5 = 69(LC 12)
Max Uplift
5 - 72(LC 8)
3 = 57(LC 12)
Max Grav
5 - 194(LC 1)
3 - 69(LC 1)
4 - 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-166/257
NOTES- (6)
1) Wind: ASCE 7-10; Vuit=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 5, 3.
6) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
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Job Truss Truss Type City Ply RYAN HOMES (SANTA ROSA v1
WRCSRMLM CJ13A Corner Jack 2 A0059048
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13416:23:42 20
ID:fXMofrMaVb?Z7FFUeY3-NdzegNj-ZrW6Hz1 SgdoftlOy8WccmzOgUt8gf79iGS
1 0 0 2-11-t 1
i1-0-0 2-11-11- --
I
2-11 11
2-11-11
I
LOADING psf) SPACING- 2-0-0 CSL DEFL. in loc) I/deFl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC OA 1 Vert(LL) -0.00 7 999 360
TCDL 10.0 Lumber DOL 1.25 Sc 0.10 Vert(CT) -0.01 4-7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017(TP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 2-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 - 70/Mechanical
2 - 187/0-8-0 (min.0-1-8)
4 - 36/Mechanical
Max Horz
2 - 75(LC 12)
Max Uplift
3 = 48(LC 12)
2 - 71(LC 8)
Max Grav
3 - 70(LC 1)
2 - 187(LC 1)
4 - 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 2.
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 10%
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Fort Pierce, FL 34946
topytiRhl 761d A t Raof (losses Aathoay L lomlta ill, P.E. Raproduaioa of this document, in any form, is prohibited without the xlitten pNm'tssian from A Roof trassos-Aaihanr t.lamko ill, F.E.
RYAN HOMES / SANTA RASA v1
VVRCSRMLM
At -Roof -Trusses,-- I
CJ3L I Corner Jack
A0059049
1, , -, - , " , , ", -- lJo-bReference _(gpliq"!), - " " ] in@altruss.
com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 16:23:43 2018 Page 1 ID:
fXMofrMaVb?Z7FFUeY3_NdzegNj-1 13UUJ25bwwWVub8iD7rJBY_qGTVOaPsU6TFsLzR5Ck Plate
Offsets i,YZ [-2:0-4-6'Oge] LOADING (
psf) SPACING- 2-0-0 CS1, DEFL. in loc) I/deff Ltd PLATES GRIP TCLL
20.O Plate Grip DOL 1,25 TC 0.13 Ved(LL) 0.01 4-7 999 240 MT20 244/190 TCDL
10.0 Lumber DOL 1,25 BC 0,14 Vert(CT) -0.01 4-7 999 240 BCLL
0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0,00 3 n/a n/a 6CDL
10.0 Code FBC2017/TP12014 Matrix -MP Weight: 11 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP NO,2 BOT
CHORD 2x4 SP NO,2 BRACING-
TOPCHORD
Structural wood
sheathing directly applied or 2-11-11 oc purlins. BOT
CHORD
Rigid ceiling
directly applied or 10-0-0 oc bracing. MiTek recommends'
that Stabilizers and required cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation guide. REACTIONS. (lb/
size) 3 = 69/
Mechanical 2 187/
0-8-0 (min. 0-1-8) 4 37/
Mechanical Max Herz
2 63(
LC 8) Max Uplift
3 = 44(
LC 8) 2 = 134(
LC 8) 4 = 30(
LC 8) Max Grav
3 69(
LC I 2 = 187(
LC I 4 = 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= 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 & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.
60 2) This
truss has been designed for a 10,0 psf bottom chord live
load nonconcurrent with any other live loads. 3) * This
truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members. 4) Refer
to girder(s) for truss to truss connections. 5) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(s)
3, 4 except (jt=lb) 2= 134. LOAD CASE(
S) Standard Anthony
T.
Tombo ill, R E. al ruq
r..1-r to"i,iadRe1—r. 0..", "*'io Wage rb 1.*" 0'q . M W' 0 N R" V C W M 1";' k," A W FA I 'h %r 0 N' V efr Nit ,, 0 0, T W" iwm, i"URM. W k-pkio Z 80083 4451 St. Lucie
Blvd, 1w ' ' Mq k,
to teMSlfi wd th ifFkS k'mt V—is IM N 1.*,q aujw Mt R.4 St'I' f jflM e W W1*4 toda Ift I Fort oelce, FL 34946 oppillif V U16
A 1641 bmei Anthony 1, lomh Ill, ?J' fielifoiluma. of th's dowco"D QAY [arm, i8 ploWed .6001 tht true, pemmfi from A-1 goof lm'us hathory I . I-bo Ill, pl
Job Truss Truss Type
WRCSRMLM CJ3P Corner Jack
Ply IRY A RASA v1
A0059050
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss,corn Run: 8-120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr
I D: fXMofrMaVb?Z7FFUeY3_NdzegNj-113UUJ25bwwWVub8iD7rJBY
1-0-0 2-11-11
2-11-11
2-11-11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in loc) I/deff L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 999 240
BCLL 0.0 Rep Stress Incr YES W(3 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/T P 12014 Matrix -MP Weight: 11 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No_2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11 -11 oc
purfins,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Mitek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide._
REACTIONS, (lb/size)
3 70/Mechanical
2 = 187/0-8-0 (min. 0-1-8)
4 36/Mechanical
Max Herz
2 67(LC 12)
Max Uplift
3 42(LC 12)
2 = 103(LC 8)
4 = 30(LC 9)
Max Grav
3 70(LC 1
2 187(LC 1)
4 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown,
NOTES-
1) Wind: ASCE 7-10; VuIt= 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 & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 2= 103.
LOAD CASE(S)
Standard
Andhony T. I ornbo ill, P.E. 4 uAON,irt.*q" o' a ".N., 0 th W*4 %vfr ?t, NOW 0 N K", * V, "4N A, .4 M I Tee We W104 K'*4 s Op .410. W er" 0 7 30083 IvII-
11 411OEIWIt I ACT 4451 St. Lucie Blvd. hpd.
diot of lik" 40(mem, In ay lum"i pr4h,biltel withogt the nnea pomissito Imm AA R901 TrussesFort P
erce- Ft, 34946
RYAN HOMES / SANTA ROSA v1
WRCSRMIM ICJS
At Roof Trusses, Fort Pierce11 ,
FL
34946, Corner
Jack 18 Job
120
s Nov 12 2017 Print: 8.120 s 1-
0 0 4-17-11 I
1-0-0 - — 4-11-11 5
4 4x6
II 4-
11-11 4-
11-11 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0-57 Vert(LL) 0.02 4-5 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0,36 Vert(CT) 0.05 4-5 999 240 BCLL
0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MR Wlnd(LL) 0.04 4-5 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No-2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-11-11 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. METek
recommends that Stabilizers and required cross
bracing be installed during truss erection in accordance
with Stabilizer Installation guide._ REACTIONS. (
lb/size) 5 -
268/0-3-8 (min.0-1-8) 3 =
127/Mechanical 4 =
55/Mechanical Max
Horz 5 -
109(LC 12) Max
Uplift 5 =
77(LC 8) 3 -
98(LC 12) Max
Grav 5 =
268(LC 1) 3 -
127(LC 1) 4 =
89(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
5=-228/342 NOTES- (
6) 1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 2)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads. 3)
a This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 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. 6)
WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER ("BUYER") ACKNOWLEDGEMENT"
form. LOAD
CASE(S) Standard
A0059051
PLATES
GRIP MT20
2441190 Weight:
17 lb FT = 10% snag
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atarntiaM ad: is el fn Ma t9p tak tdM. ba$Kt Baspx Eapaz tµ:altr hpataq. roe tad ae.lOU epesdts as ate#tatetdlte pdaxslnxi tayue U§rztia`ieatn tlt le, pa: Mt nag t. ular'tp to pie lUO xli w/ai%L'•Ra ias a astmptaas.iWali:NM4N:. uHNrN+t Anthony T. Tombs iti, P.E. aN
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Truss
WRCSRMLM IFG1 IFLAT GIRDER Ply
91
SANTA
A0059052
At ___ _ .-
2 .- -_ _. _ _ , 0otosses, art fierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: $.120 s Nov 12 017 MiTek Industries, Inc. Fri Apr 13.16-:23:45 2018 Rage 1 ID:
3cbD6QA9icxoTnUUN8i_XizeZZl zQBFv_4L7YAEkCIXgeAJOcdB24lXsJ19yQyMxEzRSCt 2-
10 2 5 4-8 7-10-14 10-5-4 12-11-10 15-6-0 18 0 6 20-10-$ I- - 2 10-2 _.. f- 2-6-6 -I 2_6_6 1 2-6-6 I 2-6 6 - 1 2,6 6 I - -2 6 6 -... 4 2 1a 2 — .. Dead
Load Dell. = 1/2 in 4x4
11 4x12 6x6 -
3x8 ==
2x4 11 3x8 -- 2x4 11 402 =- 4x4
11 2x4
II 2
10-2 5 4-8 7-10-14 10-5-4 12-11-10 15-6-0 2
t0-2 2 6-6 2-6-6 2-6-6 2-6 6 2•fi-6 LOADING (
psi) SPACING- 2-0-0 CSI. DEFL, in loc) Well L/d TCLL
20.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) 0.23 15 999 360 TCDL
10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) 0.70 15 349 240 BCLL
0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.06 11 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix MS Wind(LL) 0,22 15 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 SOT
CHORD 2x6 SP 240OF 2.0E WEBS
2x4 SP No.2 "Except' W1:
2x6 SP No.2, W3: 2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-9-3 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 20 =
3582/0-7-4 (min.0-1-8) 11 =
3687/0-3-12 (min.0-1-8) Max
Horz 20 = -
39(LC 6) Max
Grav 20 =
3582(LC 1) 11 -
3687(LC 1) FORCES. (
lb) Max.
Comp./Max, Ten, - All forces 250 (lb) or less except when
shown. TOP
CHORD 1-
20=-3013/0, 1-21 =-701 0/0, 2-
21=-7010/0, 2-22=-7010/0, 3-
22=-7010/0, 3-23=-15509/0, 4-
23=-15509/0, 4-24=-15509/0, 5-24=-
15509/0, 5-25=-15692/0, 6-25=-
15692/0, 6-7=-15692/0, 7-26=-
15692/0, 8-26=-15692/0, 8-27=-
7378/0, 9-27=-7378/0, 9-28=-
7378/0, 10-28=-7378/0, 10-11=-
3073/0 BOT CHORD
19-20=
0/819, 18-19=0/13382, 17-18=
0/13382,16-17=0/13382, 15-16=
0/18119, 14-15=0/18119, 13-14=0/13776, 12-13=0/
13776, 11-12=0/871 WEBS 1-19=
0/6577, 2-19=-
545/
0, 3-19=-6795/0, 3-17=01704, 7-14=-649/0,
5-14=-2588/0, 5-15=0/884, 5-16=-2783/
0, 4-16=-654/0, 3-16=0/2273, 10-12=0/
6913, 9-12=-710/0, 8-13=0/724, 8-14=0/
2043, 8-12=-6823/0 Continued on paqe 2 NOTES- (9) 1)
3-ply truss to
be connected
together with 10d 0.131"x3") nails as follows: Top
chords connected as follows: 2x6 - 2
rows staggered at 0-9-0 oc, 2x4 -
1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2
rows staggered at 0-9-0 oc. Webs
connected as follows: 2x4 - 1 row
at 0-9-0 oc. 2) All loads are considered equally applied
to all plies, except if noted as front (F) or
back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted
as (F) or B), unless otherwise indicated. 3) Wind: ASCE
7-10; Vult=150mph (
3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.
Opsf; h=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) 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)
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. 8) Hanger(s) or other connection device(
s) shall be provided sufficient to support concentrated load(s)
404 lb down and 125 lb up at
0-2-12, 127 lb down and 82 lb up at 1-0-0, 134
lb down and 63 lb up at 3-0-0, 208 lb down and 68 lb up at
5-0-0, 282 lb down and 84 lb up at 7-0-0, 282 lb
down and 84 lb up at 9-0-0, 282 lb down and 84 lb up at 11-
0-0, 282 lb down and 84 lb up at 13-0-0, 282 lb
down and 84 lb up at 15-0-0, 282 lb down and 84 lb up at
17-0-0, and 282 lb down and 84 lb up at 19-0-0,
and 342 lb down and 92 lb up at 20-7-12 on top chord. The
design/selection of such connection device(s) is the responsibility of
others. 9) WARNING - Please thoroughly review the "A-
1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("
BUYER") ACKNOWLEDGEMENT" form. 18-0-
6 20 10
8 266
PLATES GRIP MT20 244/190 Weight:
347
lb FT =
10% LOAD CASE(
S) Standard 1) Dead + Roof
Live (balanced): Lumber
Increase=
1.00 Plate Increase=1.00 Uniform Loads (plf)
Vert: 1-10=-180,
11-20=-20
Concentrated Loads (lb) Vert: 1=-404 10=-
342 2=-134
7=-282 21=-127 22=-208 23=-282 24=-282 25=-
282 26=-282 27=-282 28=-282 2) Dead + 0.
75 Roof Live (balanced) +
0,75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.
00 Uniform Loads (plf) Vert: 1-10=-200,
11-20=-20
Concentrated Loads (lb) Vert: 1=-338 10=-
296 2=-116
7=-246 21=-107 22=-181 23=-246 24=-246 25=-
246 26=-246 27=-246 28=-246 14) Dead: Lumber
Increase=0.90, Plate
Increase=0.90 Plt. metal=0.90 Uniform Loads (plf)
Vert: 1-10=-180,
11-20=-20
Concentrated Loads (lb) Vert: 1=-141 10=-
160 2=-63
7=-140 21=-48 22=-101 23=-140 24=-140 25=-
140 26=-140 27=-140 28=-140 15) Dead + 0.
75 Roof Live (bat.) +
0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg.
Int) Left): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf) Vert: 1-10=-131,
11-20=-20
Horz: 1-20=31 Concentrated Loads (lb)
Vert: 1=76 10=
49 2=42
7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=
48 28=48 16) Dead + 0.75 Roof Live (bat.) +
0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg.
Int) Right): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf) Vert: 1-10=-131,
11-20=-20
Horz: 1-20=-8 Concentrated Loads (lb)
Vert: 1=76 10=
49 2=42
7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=
48 28=48 17) Dead + 0.75 Roof Live (bat.) +
0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg.
Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.
60 xedq- saewxrd.re•d.me^a-trocs
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roe faQ la x.dd. roe rAesip irgrxerda Sx:atlr Fad,ea adxar ihh rakesenswaapw;ed Me rralessuad <et uerq ayaesiNlrtph Mks ¢evPot s.yerr;,/ ala/ar.M tOt3 wdr. wa/w t?!i. `&eas:p assaaryiaea. fwn,wemxs w*hM Anrhony T. Tornbo ili, .E, agued bn Pas h. ua WinE, fk, pap Wlnedta Amman ee 6"aaistdarmnay¢dt: rRWdNr Despw•np e!axndae NC.eat: al ea bczlxN,ag:Ne re Psi 3<gcne dnw'UU aNmhebl edlk inas.altla l d::}-rerga nlldraMkrty rd se roe respeW fto «80083 taP.aNur ats}tt'tul(ttK'aCu.Al?woes ua nsalre ih0 aal eaaixlne m3 garkl ae dikRNry (w}aaM SMnITaaan rC9.rad sko57tMne StGae Mxaxa;?axrai:Wa tFxlee9ne; ee mryase r nesatrs Y'rai.es. thnrax,las,ksropaaer arireas M.+wnan~a-n#ss eex.Ire ldiakNa Jakat npesd arnxmny lr
dl rgtuxrmNrsl 4e Go-u enw taperer ss rPf uk ralmp aosyatr,nirs StY as EquaerfayrwlAq nlr+aM rN Mws rerss rdwNn RN. 4451 St. , FL Blvd, Copytithi 0161P A I Root
pusses
Aathooyl.
Tomho Ill, P.I. Reproduoion ofihis 9ownenL in any loan, is pmhihited without the written permission from A I Roatirosses Anrhonyl.lomhollLN. Fart ?fierce, FL 34946
Qty I Ply I RYAN HOMES / SANTA RASA v1
WRCSRMLM FG1 FLAT GIRDER
At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: I _ 10=-131. 11-20=-20
Horz: 1-20=24
Concentrated Loads (lb)
Vert: 1 =76 1 0=49 2=42 7=48 21 =57 22=41 23=48
24=48 25=48 26=48 27=48 2848
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 (plo
Vert: 1-10=-131, 11-20=-20
Horz: 1-20=-5
Concentrated Loads (lb)
Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48
24=48 25=48 26=48 27=48 28=48
3_lJob Reference (op4omal)
in s- Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industri
ID:3cbD6QA9jcxoTnUUN8i_XizeZZI-zQBFv-4L7Y
i:23:45 2018 Page 2
1 XsJ]9yQyMxEzR5Ci
0, rI—A-*h V,df hap 4.-4'm n w Im, J-p N.Mlrfl' ft r. ke-f I ta,l,' t, t k 10-4w
Mateo taur3ut "'twoo-41, " '04 Anthony T. Tombo U!, PE,
4.". 0 *1 t- q " t0lo, "Ip-oftt o N 1—'on IN I.aft" 0'mpt . N fwar, 0 tw K * V W a, hao kao.p ak W M I law- 0 ton To W . hod Ia04, 4.',d" *"— 'n,q" w1an'" mz '4 fu "'pw0 ,80083 on V'
I'f a"", on (aese "—X'. 010 Top"M VA."M rIwat"14a twomy (".w ww1w.w. 109: "W'44np.* P4., 4451 St, Lude Blvd, Fo,t P
et(e- FL 34946 opynghlO ?016A I
Rootlaisies 4 Anthopyl.1#0111J.1, loploduchoo ofila'doaaaaan"notrytom "P1.1aaled mthoullhe ."Rep pe'naw,.4o.AA Roollaos," Anthony 1, Tomb III, PA. I
Job Truss Truss Type Q ty ply RYAN HOMES / SANTA ROSA 0
A0059053
WRCSRMLM FG2 FLOOR GIRDER 1
At Roof Trusses, Fort Pierce, FL 34946, design@altruss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13,16:23:45 2018 Page I
ID: fXMofrMaVb?Z7FFUeY3-NdzegNj-zQBFv-4L7YAEkClXqeAJOcdGL4yisE[9yQyMxEzR5Ci
11-9-7I'll- I I I- - - __ 1_4
1.5x4 11 1,5x4 11 4x4 : 400 -
I
4x10 2 4X4 -- 3 4 5 6
4X4 H 4x4 11
0-9 13-7-11 5-8-10 + 7-3-11_ 9-9-8 9-7`t,-A
1-7-1 2-6- 1 5 1-7-1 1-81,13 0-3-12
Plate Offsets (X,Y)_-- [fl'0-3- - Q- I - I - 1 - :0 , - " 3 , -8 - .0- - 2
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 0.39 Vert(LL) 0.08 9-10 999 360 MT20 2441190
TCDL 10,0 Lumber DOL 1.00 BC 0.95 Vert(CT) 0.11 9-10 966 240
BCLL 0-0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.01 7 n/a n/a
BCDL 5.0 Code FBC2017fTP12014 Matrix -MS Weight: 101 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 *Except*
WI: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-8-9 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS, (lb/size)
12 = 2620/0-6-14 (min. 0-1-9)
7 2512/0-3-8 (min. 0-1-8)
Max Grav
12 2620(LC 1)
7 = 2512(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
1- 1 2=-204110, 6-7=-2129/0, 1-2=-4033/0,
2-3=-6092/0, 3-4=-6092/0, 4-5=-6092/0,
4158/0
BOT CHORD
12-13=0/471, 11-13=0/47 1, 10-11 =0/4033,
9-1 0=0/6092, 8-9=0/4158, 7-8=0/427
WEBS
1 -11 =0/4007, 2-11 =- 1249/0, 2-1 0=0/2437,
6-8=0/4197, 5-8=-1195/0, 5-9=0/2293 NOTES- (
6) 1)
2-ply truss to be connected together with 12d 0.
13 Vx3,25") nails as follows: Top
chords connected as follows: 2x6 - 2 rows staggered
at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched.
Bottom
chords connected as follows: 2x6 - 2 rows staggered
at 0-8-0 oc clinched. Webs
connected as follows: 2x4 - 1 row at 0-9-0 oc clinched,
2)
All loads are considered equally applied to all plies, except
if noted as front (F) or back (B) face in the LOAD CASE(
S) section. Ply to ply connections have been provided
to distribute only loads noted as (F) or (6), unless
otherwise indicated. 3)
Unbalanced floor live loads have been considered for
this design. 4)
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)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 1038
lb down at 1-7-0, 1038 lb down at 3-7-0, and 1038
lb down at 5-7-0, and 1038 lb down at 7-5-8 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others, 6)
WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER (-BUYER-) ACKNOWLEDGEMENT"
form. LOAD
CASE(S) Standard
1)
Dead + Floor Live (balanced): Lumber Increase=
11.00, Plate Increase=1.00 Uniform
Loads (plf) Vert:
7-12=-10, 1-6=-100 Concentrated
Loads (lb) Vert:
1 0=- 1 038(F) 8=- 1 038(F) 9=- 1 038(F) 13=-
1038(F) VVII;
Kill ACOUCMWAG lil 'J(n"WJN*lT'1- l'W_AW'Wv-' To 'r lkle+_
w p", M, 4 ttf f. nor to 11 X I , I, ,s Dorf. 4" (' t' Spoor Anthony T. Tor,ibo 111, RE, 80083
44riI
9, Lucie Blvd, Fort
Pie,ce, FL 34946 An1huy
1, Tombs III, P'l. Riolotodo(lioa Or's 40(vintnt, in qRy form, is prohibi'd wrthosl The porniWo. bom A] Roof Trosses ("OpIr'I'lls "I " "
I
RYAN
WRCSRMLM . FG3 FLAT GIRDER
A0059054
Job Reference joptionalj
Al Roof Trusses, Fort Pierce, FL 34946, desitln@altruss.com on: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 16:23:46 2018 Page
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-Rcid7K5zurl5MMKjNLhYwpAJxU IubITiA3ivTgzRSI
2-9-14 5-4-0 8-2-1 10-8-3 13-2-9 15-8-10 18 6-8
I---. _2_9 74 _ . - f - 2 6r2 -- i _ 2-10-1 - f -2 6 2 - - ; - 2_6_6 f - 2-6-2. _ _.. --}-- 2 9 t4 -- 1
Dead Load Defl. = 5/16 in
3x8 I;
7x14 M720HS=- 4x6 11
7-10-2
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) 0.33 12-13 667 360
TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) 0.66 12-13 327 240
BCLL 0,0 Rep Stress Incr YES WB 0,75 Horz(CT) 0.06 9 n/a n/a
BCDL 10.0 Code FBC20171T'PI2014 Matrix -MS Wind(LL) 0.11 12-13 999 240
LUMBER -
TOP CHORD 2x4 SP N0.2 `Except`
T2: 2x4 SP M 30
BOT CHORD 2x6 SP No.2 `Except'
B1: 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3 "Except"
W1: 2x6 SP No.2, W2: 2x4 SP M 30
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
2-2-0 oc bracing: 12-13.
REACTIONS. (lb/size)
16 = 411810-7-4 (min, 0-1-8)
9 - 4014/0-7-4 (min.0-1-13)
Max Horz
16 - 35(LC 6)
Max Uplift
16 = 54(LC 4)
Max Grav
16 = 5842(LC 2)
9 - 6052(LC 14)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-16=-4745/97, 1-17=-12142/0,
2-17=-12142/0, 2-18=-12142/0, 3-18=-12142/0, 3-19=-23984/0,
4-19=-23984/0, 4-20=-23984/0,
5-20=-23984/0, 5-21=-24717/0,
6-21 =-24717/0, 6-22=- 13286/0,
7-22=-13286/0, 7-23=- 1328710, 8-
23=-13287/0, 8-9=4846/0
BOT CHORD 16-24=0/1 263,15-24=
0/1263,
15-25=0/23984, 14-25=0/23984, 14-
26=0/23984, 13-26=0/23984, 13-
27=0/24717, 12-27=0/24717, 12-
28=0/24717, 11-28=0/24717, 11-
29=0/24717, 10-29=0/24717, 10-
30=0/1313, 9-30=0/1313 Continued
on page 2 BOT CHORD 16-24=0/
1263, 15-24=0/
1263, 15-
25=0/23984, 14-25=0/23984, 14-
26=0/23984, 13-26=0/23984, 13-
27=0/24717, 12-27=0/24717, 12-
28=0/24717, 11-28=0/24717, 11-
29=0/24717,10-29=0/24717, 10-
30=0/1313, 9-30=0/1313 WEBS
1-1 5=0/1 1569, 2-15=-
375/
0, 3-15=-12724/0, 3-14=0/3399, 4-
13=-639/0, 5-12=-424/24, 6-11=0/3246, 6-
10=-12240/0, 7-10=-563/0, 8-10=0/12726, 5-
13=-782/40 NOTES- 1) 4-ply truss
to be connected together with 10d 0.131"
x3")
nails as follows: Top chords connected as follows: 2x6 - 2
rows staggered at 0-9-0
oc, 2x4 - 1 row at 0-7-0
oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0
oc. Webs connected as follows: 2x4 - 1 row
at 0-9-0 oc. Attach
TC w/ 1/2" diam. bolts (ASTM A-307) in the center
of the member w/washers at 4-0-0 oc. Attach BC
w/ 1/2" diam. bolts (ASTM A-307) in the center
of the member w/washers at 4-0-0 oc. 2) All
loads are considered equally applied to all plies, except if noted
as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been provided to distribute
only loads noted as (F) or B), unless otherwise
indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd=116mph; TCDL=
5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp
C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and
right exposed ; end vertical left exposed; Lumber DOL=1.60
plate grip DOL=1.60 4) Provide adequate
drainage to prevent water ponding. 5) All plates are MT20
plates unless otherwise indicated. 6) This truss
has
been designed for a 10.0 psf bottom
chord
live load nonconcurrent with any other live loads. PLATES GRIP MT20 244/
190 MT20HS 187/143 Weight: 382 lb FT =
10%
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) 16.
9) Load case(s) 2, 14, 15, 16, 17, 18,
29, 30, 31,
32 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) 422 lb down and 252 lb
up at 0-2-12, 129 lb down
and 84 lb up at 1-0-0, 134 lb down and 67 lb up
at 3-0-0, 208 lb down and 71 lb up at 5-0-0, 282 lb down
and 86 lb up at 7-0-0, 282 lb down and 86 lb up at
9-0-0, 282 lb down and 86 lb up at 11-0-0, 282 lb down and
86 lb up at 13-0-0, and 282 lb down and 86 lb up
at 15-0-0, and 282 lb down and 86 lb up at 17-0-0 on
top chord, and 798 lb down at 2-0-12, 798 lb down at 3-
6-12, 798 lb down at 5-6-12, 798 lb down at 7-6-
12, 798 lb down at 9-6-12, 798 lb down at 11-6-12, 793
lb down at 13-0-12, and 1010 lb down at 15-0-12, and
1010 lb down at 16-11-4 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=1.00
Plate Increase=1.
00
Uniform Loads (pin Vert: 1-8=-180, 9-16=-
20 Concentrated Loads (lb)
Vert: 1=-422
2=-134 14=-203(F) 6=-282
11=-192(F)
17=-129 18=-208 19=-282 20=-282 21=-282 22=-282 23=-
282 24=-203(F) 25=-203(F) 26=-203(F)
27=-203(F)28=-203(F) 29=-261 (F) 30=-261 (F) 2)
Dead + 0,75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=
1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-
8=-170, 9-16=-20 Concentrated Loads (lb)
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411555 CUStuk itTJ,.C1t`r':!..MEAr"INz Ic Ar Grip tatnNtfS tN Stet atl44#Ixs lrn. Itzg Nelq?rE @!tN IbNMfi tsmba U=, t.E-fANent AetaNartne @dn3 NMs•rsl npN is tlt l@@, aSY M!G(:.Iddf3NrFY!iNlihtsNaN nktN9laketNl_A94=f tS@e3fyalA etN IS ix`ef#naEtl\
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pd9sxs tt Us Be!Iqy(eevSSNa saINr YFa skt#J(&rtMSGN ay rfi tl/;dA Ns rtfNaNCiM gpNttk yr&#= iri#sai.a9paseaa,ts tla&.iuF+ntls!@es{aa,l-es!@fss ayt#rc al [ns M"aalaraN,#ters 445! St. Lucie Blvd. etxrtiStlYfhN l7e:eYtat aF raurtxtBq is ell ryeSti #e<tN-NI,-.Mnyn'.oino.,i'
Clvtt#t "?D.!r- 0t,$, to tlf wl" All rp2+nY±i loss Ne a+ldnNNit!-I. Fort Pierce, FL 34946 zh Capyrith104516AiRo0hussts-Aalhony Liomho ift P.E. Reproduciort of this dotvmeni,irtnnyform, is prohihoedNithsvtthtwittenptunissionfromARoofTrtssesAnthony1. lemto HL p.L
WRCSRMLM FG3
Al Roof Trusses, Fort Pierce, FL
Truss Type
Qty
Ply RYAN HOMES / SANTA ROSA
v1FLATGIRDERa
A0059054
Job Reference (optionalj_ _
tnass.com Run. 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13*16:23:46 2018 Page
ID:fXMofrMa Vb?Z7FFUeY3_NdzegNj-Rcid7K5zurl5MMKjNLhYwpAJxU IubITIA3ivTgzR51
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 1=-360 2=-116 14=-649(F) 6=-246 11=-642(F)
17=-109 18=-181 19=-246 20=-246 21=-246 22=-246
23=-246 24=-649(F) 25=-649(F) 26=-649(F)
27=-649(F) 28=-649(F) 29=-822(F) 30=-822(F)
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Pit. metal=0.90
Uniform Loads (plf)
Vert: 1-8=-140, 9-16=-20
Concentrated Loads (lb)
Vert: 1=-175 2=-63 14=-798(F) 6=-140 11=-793(F)
17=-49 18=-101 19=-140 20=-140 21=-140 22=-140
23=-140 24=-798(F) 25=-798(F) 26=-798(F)
27=-798(F) 28=-798(F) 29=-1010(F) 30=-1010(F)
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-103, 9-16=-20
Horz: 1-16=28
Concentrated Loads (lb)
Vert: 1=170 2=45 6=50 17=58 18=43 19=50 20=50
21=50 22=50 23=50
16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-103, 9-16=-20
Horz: 1-16=-7
Concentrated Loads (lb)
Vert: 1=170 2=45 6=50 17=58 18=43 19=50 20=50
21=50 22=50 23=50
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 (pin
Vert: 1-8=-103, 9-16=-20
Horz: 1-16=22
Concentrated Loads (lb)
Vert: 1=170 2=45 6=50 17=58 18=43 19=50 20=50
21=50 22=50 23=50
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-103, 9-16=-20
Horz: 1-16=-4
Concentrated Loads (lb)
Vert: 1=170 2=45 6=50 17=58 18=43 19=50 20=50
21=50 22=50 23=50
29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-103, 9-16=-20
Horz: 1-16=28
Concentrated Loads (lb)
Vert: 1=-338 2=-95 6=-208 17=-79 18=-151 19=-208
20=-208 21=-208 22=-208 23 =-208
30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor + 0.75(0.6 @1WFRS Wind (Neg. Int) Right):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-103, 9-16=-20
Horz: 1-16=-7
Concentrated Loads (lb)
Vert: 1=-338 2=-95 6=-208 17=-79 18=-151 19=-208
20=-208 21=-208 22=-208 23=-208
31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor + 0,75(0.6 MWFRS Wind (Neg. Int) 1 st
Parallel): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-103, 9-16=-20
Horz: 1-16=22
Concentrated Loads (lb)
Standard
Vert: 1=-338 2=-95 6=-208 17=-79 18=-151
19=-208 20=-208 21=-208 22=-208 23=-208
32) Reversal: Dead + 0,75 Roof Live (bal.) + 0.75 Attic
Floor + 0.75(0.6 MWFRS Wind (Neg, Int) 2nd
Parallel): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-103, 9-16=-20
Horz: 1-16=-4
Concentrated Loads (lb)
Vert: 1=-338 2=-95 6=-208 17=-79 18=-151
19=-208 20=-208 21=-208 22=-208 23=-208
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eewlu kiiceekrs.a8.xd 4peH 4t4,d wmiq i7 dlimes s+et It, 1%5 . .a fap,ese it INrt l ttat 4,rr'x r,$, si'l'i'paer$Wf we" All [q tdasd»•nis de es 40.4. 11 fort Pierce, FL 34946
fapyrithic) 201641foriMasses- AdihooyLlemboiil,f.t. Reprodwicit of this downuttIanaylorm, is prohibited wiibom the winen permission bom A -I Rooflreues-Anthoay t.lembo ill, P.E.
Job - Truss
WRCSRMLM F LO 1 GE
Al Roof Trusses, Fort Pierce , , - F - L - 3494494
0 t"
U6 FP--
I
Truss Type 11
I'
ll
IRYANHOMES /
SANTAROSAV1 A0059055
GABLE
1 J Job
Reference truss,
com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 16:23:47 2018 Page I ID:
fXMofrMaVb?Z7FFUeY3_NdzegNj-voJ?Kg5bf9QyzWvvx3CnTlihftsQKNwRPiRS?7zR5Cg oj1-
8 U3
32
31 30 29 28 27 26 25 24 23 22 21 20 19 U6
FP 30 1_-
4-0 2-8-0 4-0-0 5-4-0 1-
4-0 1-4-0 14, 0- 1-4-0 Falate-
Offsets (X-, LOADING (
psf) SPACING- 2-0-0 TCLL
40.0 Plate Grip DOL 1.00 TCDL
10.0 Lumber DOL 1.00 BCLL
0,0 Rep Stress Incr YES BCDL
5.0 I Code FBC2017ITP12014 LUMBER -
TOP
CHORD 2x4 SP No.2(flat) SOT
CHORD 2x4 SP No.2(flat) WEBS
2x4 SP No.3(flat) OTHERS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 10-0-0 oc purlins,
except end verticals. BOTCHORD
Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS.
All bearings 18-5-0, lb) -
Max Grav All
reactions 250 lb or less at joint(s) 32,
17, 31, 30, 29, 28, 26, 25, 24, 23, 22,
21, 20, 19, 18 FORCES. (
lb) Max.
Comp./Max. Ton. - All forces 250 (lb) or less except when
shown. NOTES- (
6) 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 14-0 oc. 5)
Recommend 2x6 strongbaGks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d (0,131" X
3") nails, Strongbacks to be attached to walls at their outer
ends or restrained by other means. 6)
WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-
SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER (-BUYER-) ACKNOWLEDGEMENT"
form. LOAD
CASE(S) Standard
C)
SITI
1. V uS
18
17 8-
9-_O _ 9-4-q 19:470 'j ,1?7P-P 974-q 14-8-0 1 6-_0-0 17-", 1_8-5-0 1-
4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-1-0 3,
0-0-1 CS1.
DEFL. in (loc) Well L/d PLATES GRIP TC
0.08 Vert(LL) n/a n/a 999 MT20 2441190 BC
0.01 Vert(CT) n/8 n/a 999 WB
0,03 Horz(CT) -0.00 17 n/a n/a Matrix-
S Weight: 82 lb FT = 10%F, 10%E Own
40.to"N k4o.6WW.— Antlio,,
ry 1, Tombo M, P.E. i
80083 4451
St, WBlvd hoe,t '
Nerce, R 34946 Pp9h1 CC
7016A 1 goal ftmti Ar"thoftyl tMWO01 WhoylAo'$0111 PJ
WRCSRMLM JFL02
Al Raof Truis-es, Fort Pierce,
I
F
11
L "
I
1.5x4 11
1,5x4 - 3X6
1 2
I russ i ype Uty Ply RYAN HOMES / SANTA ROSA v1
Floor 6 1 A0059056
truss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 14 16:23:48 2016 Page I
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-N?tNX06DQTYpbgU5Vmj00EFh_HOu3gabeNBOYZzRSGf
6FqTo
Dead Load Deft. = 118 in
1.50 11 1.5x4 11
1,5x4 11 3x4 3X4 3x6 FP--- 3X6 --- 3x6 --
I A
34 3x8 MT20HS FP: 1.5x4 11 1.5x4 11 3x8 3x8
3x8
LOADING (psf) SPACING- 2 0 CS1.
TCLL 40,0 Plate Grip DOL 1%0 TC 0.81
TCDL 10.0 Lumber DOL 1.00 BC 0,83
BCLL 0.0 Rep Stress Incr YES WEI 0.64
BCDL 5.0 Code FBC2017fTP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat) LOAD CASES)
WEBS 2x4 SP No.3(flat) Standard
BRACING -
TOP CHORD
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 = 980/0-3-8 (min. 0-1-8)
16 992/0-7-4 (min. 0-1-8)
Max Grav
10 = 980(LC 1)
16 = 992(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3061/0, 3-4=-3061/0, 4-5=-3668/0,
5-6=-3108/0, 6-7=-3108/0, 7-8=-3108/0
BOT CHORD
15-16=0/1 837, 14-15=0/3668,
13-14=0/3668, 12-13=0/3668,
11 - 1 2=0/3668, 10-11=01 1908 WEBS 8-
1
0=-2081/0, 2-16=-2031/0, 8-11 =0/1 326, 2-15=
0/1 352, 7-11 =-300/9, 3-15=-296/12, 5-11 =-
911/0, 4-1 5=-947/0 NOTES- (5)
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) WARNING -
Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER),
GENERAL TERMS & CONDITIONS CUSTOMER ("
BUYER-) ACKNOWLEDGEMENT" form,
0-27-
12'Edgelt ill 0:0-13-81EIglel, 117:0-1-8,10-0-Q] DEFL. in (
loc) I/defl L/d PLATES GRIP Vert(LL)
0,32 11-12 685 360 MT20 2441190 Vert(CT)
0.41 11-12 528 240 MT20HS 187/143 Horz(CT)
0.06 10 n/a n/a Weight: 92
lb FT = 10%F, 10%E Anthony T.
Tombo 111, P. E. a th100.4 Wwf N, 'I" WA isj ww, o4w. .0 k.,q,4 4 N 0 7 80083 4451 St.
Lucie Blvd. W*. 40*1 kz s`x*aua•gd#M4 nkq iy W rases imarci Tm I., D,,,p f,". i 1c1 N l.*4 h',r. 1! -044. 1111 rort Pieice,
FL 34946
RYAN HOMES / SANTA ROSA v1
WfkCSRMLM FL03 Floor Supported Gable 1 1
A0059057
Al Roof Trusses, For
I
I - Pierce, - -
I
FL "
1
34946, desig In
I
@a - I , I , russ
I
co ImI Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 16:23:49 2018 Page I
ID:ta7uotTo57oOtNCWmTn2mQyhqgX-sBR1IM7sBmggDp213UEFYSowThW?oFxkt1wZ4?zR5Ce
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 5.0
13 12 11 10 9 a
E
SPACING- 2-0-0 CS1.
Plate Grip DOL 1.00 TC 0.57
Lumber DOL 1.00 BC 0,13
Rep Stress Incr NO WB 0.19
Code FBC2017rTP12014 Matrix-R
LUMBER -
TOP CHORD 2x4 SP N0.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2X4 SP No
OTHERS 2x4 SP No3(flat)
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS.
All bearings 6-10-8. lb) -
Max Grav All
reactions 250 lb or less at joint(s) except
13=550(LC 1), 8=336(LC 1), 12=
620(LC 1), 11=846(LC 1), 10=824(LC 1),
9=617(LC 1) FORCES. (
lb) Max.
Comp./Max. Ton. - All forces 250 (lb) or less except when
shown. TOP
CHORD 1-
13=-525/0 WEBS
2-
12=-630/0, 3-11 =-826/0, 4-1 0=-816/0, 5-
9=-591/0, 6-8=-371 /0 NOTES- (
6) 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 A-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. 6)
WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-
SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER ("BUYER-) ACKNOWLEDGEMENT"
form, LOAD
CASE($) Standard
1)
Dead A, Floor Live (balanced): Lumber Increase= 1.00, Plate
Increase= 1 .00 Uniform
Loads (plf) Vert:
8-13=-10, 1-7=-400 DEFL.
in (loc) I/dell Lld Vert(
LL) n/a n/a 999 Vert(
CT) n/a n/a 999 Hor-
z(CT) 0,00 8 n/a n/a Standard
Concentrated
Loads (lb) Vert:
1 =-342 4=-342 14=-342 U4
PLATES
GRIP MT20
244/190 Weight:
32 lb FT = I O%F, 1 O%E N
P-fti r} m- "'l 110 ll is SU2 li ROU1 1W, t "OVIK'Ill tWOJV .1 W1, kttkowavwwr 1.,! tqtr W.At .4 ,A .0, . k, !,.'s llo r-1 jw, OW I" 49i lk M I f kf*- 1;9" wffl M X41t #., .-MW W. 1A 13Wf A —V 00-
W k-,d 1. n. W lt 0 ,ft k" I!-No.F"W A, 1W 4 ro'-2 mq-m ,A-WAn k, ft Cr A . .0, '- fiwW . U 13 Wl a 'M i I* k,w Anthony 1. Tombo M, P F. z: 80083 4451
St. Lucie
011,,d For' Pkw,, K
14946 s At t9l6
k t Raaf knssas Aet6as t. iomhe It1, r_f. Re radetliun ul skis dacamneE-ia en teems +ahibiicE seithavt the aatea t mifvea &um dt tool busses Mtkax (. temio IkI, F.E
Ply I RYAN Hbmts/ s'ANU ROSA v1jobTrussTrussType
WRCSRMLM FL05 FLOOR 5 12 A0059058
1 job Ref!rence_(opAion,aI)__ - -------- - ...
Al - Root -ttrusses, ForP_ie_rc_e,_F,L 349-46-, design-@- altruss.corn Run' 8AM s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, , , Inc. Fri Apr in 103:492018 Page
ID :fXMofrMaVb?Z7FFUeY3—NdzegNi-sBRIIM7sBmggDp2l3UEFYSoqXllr\rOZ>,JKt I W2_4 fZR5Ce
0-1-8
2-6 2-34 251 111-3-0 - -8 ,111 --- 0 1 0
Dead Load Defl. = 3/16 in
3x8 3x4 3x4 3x6 FP =- 3x8
2 3 4 5 6 7 8 4
3x6 3x3 3.3 - 31;J-11112
10 11 19 11 1A
o
3x6 3x8 3x8 MT20HS FP-: 3X4 - 3x10 -- 3x6 FP 3x10 3x6
1,5x4 SP---
1
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017rTP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat) *Except*
62 ' 2x4 SP 240OF 2.OE(flat)
WEBS 2x4 SP No.3(fiat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
26 1091/0-7-4 (min.0-1-8)
16 219/0-3-0 (min. 0-1-8)
19 = 1601/0-3-8 (min. 0-1-8)
Max Grav
26 = 1095(LC 14)
16 = 312(LC 4)
19 1603(LC 13)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown,
TOP CHORD
2-3=-3508/0, 3-4=-3508/0, 4-5=-4387/0,
5-6=-4387/0, 6-7=-3232/0, 7-8=-3232/0,
8-9=-323210, 9-1 0=0/629, 10-11 =01626
BOTCHORD
25-26=012066, 24-25=0/4297,
23-24=0/4297, 22-23=0/4387,
21-22=0/4387, 20-21 =0/1 720,
19-20=0/1 720
WEBS
2-26=-2284/0, 9-19=-244910, 2-25=0/1594,
9-21=0/1691, 7-21=-269/67, 4-25=-871/0,
6-21 =-1459/0, 4-23=-2581572,
12-16=-291/278,11-19=-729/0
NOTES- (6)
1) Unbalanced floor live loads have been considered for
this design,
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are I .5x4 MT20 unless otherwise indicated,
0-1-8
CSL DEFL. in (loc) I/deft L/d
TC 0.92 Vert(LL) 0.56 23-25 437 360
BC 0.95 Vert(CT) 0.77 23-25 318 240
WB 0.81 Horz(CT) 0.08 16 n/a n/a
Matrix-S
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131" X 3") nails. Strong backs to be attached to
walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
6) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
5:01-3-12,Edge], [27:0-1-8,0-0A21
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 134lb FT=10%F,10%E
Sew, ttee. W, 0-111 siftsto it TOcy
0 il . 194 ki 17— Blot, h", t, SK.0, know, 1, 4etlNpY Joe mpasoo, . -pot. a 1W vv#N,ovi "...I "'MA"t W no r. 0 in lot .(t w In 1 4 tIf .".Mo., 4q.#,.Aq- "Relowy Anrhony T, Tombo 111, P,E, ma 1,, 0 of 1nt on 1.164 ok ",fosaoet! a tl ter roo t000n hi4. . N Unn# 9 1. K, $e,IL .4 in Wo V,4"I iw W R 1 4, qV n,W1A1.onW.1qA* 0
to TOD W r. VA., .1 "14-0 1h Wiese (oomw VIW.4" TilWAU., Moretti Foot, View,
a 80083
Al ey-0 ['Ili Blvd 6- Moo 1i im " .04 ij 01 Per— .iief N 1'.'s t-r 4— t, 4"J", l.4'ei 4"" It ll'i, S"',o, iopio,o, I! y ooitv; Ar, wmA t1ow., TV I 4451 St, Lude,
Fort Pierce, FL 34946
op"Ibi 0 7916 A I loot Imies Amlootyl, hoolo III, PJ, bliF04.6op of this to,onimmqy lVio, 6 F'oh+4vt oilhoul the.""" pe-vii" bon A-1 Root Irmo A411mo! 1. hotto 111, N,
Job Truss
MCSRIMLIVI `1_06G
Al Roof Trusses, Fort Pierce, FL _34946,
2-16--0
4x12
2
W3
3
A
MSH422
464
Truss Type
1RYAN
HOMES / SANTA ROSA V1 Floor "
1 1 A0059059 "
y
Ply I
I'Job Reference (optional) 5s.
com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 16:23:50 2018 Page I ID:
fXMofrMaVb?Z7FFUeY3_NdzegNj-KN_8yi8Uy4oXqzdUcBlU5fL_Y5hoXaGuz)ngocmzmz)t,o M
30
29 28 27 26 4x8
3x8MT20HSFP 5X8 5X8
LOADING (
psf) SPACING- 2-0-0 TCLL
40.0 Plate Grip DOL 1,00 TCDL
10.0 Lumber DOL 1,00 BCLL
0,0 Rep Stress Incr NO BCDL
5.0 Code FBC2017rTP12014 LUMBER -
TOP
CHORD 2x4 SIP M 30(flat) 'Except* T1:
2x4 SP 240OF 2,OE(flat) BOT
CHORD 2x4 SP 2400F 2.OE(flat) *Except* B
I: 2x4 SP M 30(flat) 64:
2x4 SP No,2(flat) WEBS
2x4 SP No.3(flat) *Except* W3,
W6: 2x4 SIP No.2(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied, except end verticals.
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing, Except:
6-"
oc bracing: 19-20,18-19.17-18, REACTIONS. (
lb/size) 30 =
169110-7-4 (min, 0-1-8) 20 =
1893/0-3-8 (min, 0-1-8) 17 =
173/0-3-0 (min. 0-1-8) Max
Uplift 17 = -
43(LC 5) Max
Grav 30
1695(LC 14) 20
1895(LC 13) 17
265(LC 4) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-6039/0, 3-4=-6054/0, 4-5=-721910, 5-
6=-7219/0, 6-7=-6353/0, 7-8=-4274/0, 8-
9=-4274/0, 9-1 0=-4274/0, 10-11 =0/828, 11-
12=01828,12-13=-1201311 BOT CHORD
29-30=
0/3361, 28-29=0/3340, 27-28=
0/6925, 26-27=0/6925, 25-26=
0/6353, 24-25=0/6353, 23-24=
0/6353, 22-23=0/2007, 21-22=
0/2017, 20-21=012017, 19-20=-311/120, 18-19=-
3111120, 17-18=-311/120 WEBS 2-30=-3711/0, 10-
20=-3013/0, 2-
28=
0/2966, 10-23=0/2482, 4-28=-
1444/0, 2-01-10 11, 2-14--_1 13-0?"1-
3-- 0-1-8 1 11 AI---
t 1, Dead Load Defl. w 3t16in4x63x63x6FP
4x10 3x3 11 3x3 = 3x3 6
7
8 9 10 11 12 13 1415 T2'_ - ----- ------ --
v LIN I 1= 25 24 23 22 21
20
19 18 1716 3x6
i I 3x6 11 5X10 3x6 FP= 400 3x6 -
20-94 4_ 26-42 -8 1 1- - "I I - -
I'll 11 ---- -4- - .1 10-14
5-7-0 0 4-4 Igel, 123:0-
2 -1 2 E d9 9 1, [24.,
0-3- 0 6-0-9], [26.0-4-0 E d ge I IM 0 -3- 4, Ed el, L21 Q, Ed ge,0-1 p1:0-1-6'0-0- I ?I CS1. DEFL. in (fee) I/defl L/d PLATES GRIP TC
1,00 Vert(LL) -0.48 25-26 >516 360
MT20 244/190 BC 0,86 Vert(CT) -0.6625-26 >373 240 MT20HS
1871143 WB 0.70 Horz(CT) 0.08 20 n/a n/
a Matrix-S Weight: 163 lb FT = 1 O%F, 1 O%
E WEBS 2-30=-3711/0, 10-20=-3013/0, 2-28=
0/
2966, 10-23=0/2482, 4-28=-1444/
0, 7-23=-2397/0, 4-26=-355/
322, 5-26=-308/0, 7-24=0/
674, 13-17=-156/406, 12-20=-873/0, 6-26=0/
1380, 6-25=-71910 NOTES- (10) 1) Unbalanced
floor live loads have been considered for
this design,
2) All plates are MT20 plates unless otherwise
indicated. 3) All
plates are 1.5x4 MT20 unless otherwise indicated.
4)
Provide mechanical connection (by others) of truss to bearing
plate
capable of withstanding 43 lb uplift at joint
17. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0
oc and fastened to each truss with 3-
10d 0. 131" X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means. 6)
CAUTION, Do not erect truss backwards. 7) Use USP MSH422 (
With I Od nails into Girder & 1
Od nails into Truss) or equivalent at 5-11-4 from the
left end to connect truss(es) FL07G (1 ply 2x4 SP) to
front face of top chord, 8) Fill all nail holes where hanger
is in contact with
lumber. 9) In the LOAD CASE(S) section, loads applied to
the
face of the truss are noted as front (F) or back (
B). 10) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-SELLER),
GENERAL TERMS CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT" form. LOAD
CASE(S) Standard 1) Dead +
Floor Live (balanced):
Lumber Increase=
1,00, Plate
Increase=
1 .00 Uniform Loads (plf) Vert:
16-30=-10, 1-15=-100 Concentrated
Loads (lb) Vert:
4=-845(F) 40of 'k 46., 1
10 4 Ji,
II td-'km "" " I:,!--
h.p f'lowil, W IUD W%.N 0 IN 1,
W to pd tk sx#ifms op,44 .,I, TOP My 4a Tf) I Antfif)ny T. I'Dinbo ill, P.E. z 80083 Me Cade s a MGv ,caa. F=.nas,xw,xmetoo
k rynrc:, :
al peal ar x ts lr+tNq (re sand anvan uN, pNw9ce,r iil Nl FtU ae,anxara'm pur,:a r ir artaR_a± rw+'FT Ns aesm,aa e`. 1.rs: tit .fats tSs up ens lass+kaMe a etesr 4451 St, Lucie Blvd. Fart lietcv, FL 34946 Ralk.ayl, Tomb Ill. P.E. hPloo"am
ankq ptokit0d .4ounbt w'
ttto pfmmw tram kl Roof Irm"
Job HOMES / SANTA
WRCSRMLM __,IFL07G
Trusses,Al Roof Fort Pierce, FL 34
Floor Girder
truss.com
Qty
1
un: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 143 16:23:51 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3._NdzegNi-oaYWA286jOwOS7CgAvHjdttFDV6hG7a1KLPq8uzR5CC U3 - -
0-8-0 I
I a.
U4
3x4 -: LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL
40.0 Plate Grip DOL 1,00 TC 0.62 Vert(LL) 0.01 5-6 999 360 TCDL
10.0 Lumber DOL 1.00 BC 0,50 Vert(CT) 0.02 6 999 240 BCLL
0.0 Rep Stress Incr NO WB 0.31 Horz,(CT) 0,01 5 n/a n/a BCDL
5.0 Code FBC2017fTP12014 Matrix-S LUMBER -
TOP
CHORD 2x4 SP No.2(flat) BOT
CHORD 2x4 SP No,2(flat) WEBS
2x4 SP No,3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-8-0 oc purlins,
except end verticals, BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 8 =
945/Mechanical 5
953/0-3-8 (min. 0-1-8) Max
Grav 8
945(LC 1) 5 =
953(LC 1) FORCES. (
lb) Max.
Comp,/Max. Ten, - All forces 250 (lb) or less except when
shown, TOP
CHORD 2-
9=-1076/0,3-9=-1076/0 BOT
CHORD 7-
8=0/1076,6-7=0/1076, 5-6=0/1076 WEBS
2-
8=- 1311/0, 3-5=- 1311 /0 NOTES- (
5) 1)
Unbalanced floor live loads have been considered for this
design, 2)
Refer to girder(s) for truss to truss connections. 3)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 Od (0, 131 X
3") nails, Strongbacks to be attached to walls at their outer
ends or restrained by other means. 4)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (6). 5)
WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("
SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER (-BUYER-) ACKNOWLEDGEMENT"
form. LOAD
CASE(S) Standard
1)
Dead + Floor Live (balanced): Lumber Increase=1,00, Plate
Increase= 1.00 Uniform
Loads (plf) Standard
Vert:
5-8=-10, 1-4=-350(F=-250) Concentrated
Loads (lb) Vert:
9=-623 PLATES
GRIP MT20
244/190 Weight:
20 lb FT = 10%F, 10%E WrP
Nforn-"' wWjm";- Anthony
T. TomL,) 117, P.F. t,
Lull, Bild, 4—, W.0h I kWO -,nil 1 1WNI V,"" 4451 A! C 2#4 A l tot [mses AglhaY I tml;401, P1 m of I"., il P4,bod .1hoth, M"Pvmnu" kQ.A I f"11-w hlboy I h ffl P1 fw*
F1 34946
WRCSRMLM FLO8
Wflk f Trusses, Fort
I
Pierce, - F
I
L 34946,
Truss Type City Ply
1 JRYAN
HOMES /SANTA ROSAV1
A005906
Job 'IFloor1L. Reference (optional)
truss.com 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 17:00:47 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-vuSFFmz7rF7yJgca_IINRBfxenNETJKCu6DxxRzR4<j
114-0
I-A-1-3-0 2A411 111-3-0_ 0 -8 0-
12-11 2 4x4
U3 11 5x6:
3x6 11 3x4 1.5x4 11 1.5x4 11 4x4 == 3x6 FP - 3x6 3x4 == 3x3 1.50 11 1
9 11 A I A 7 a 9 10 11 12 13 14 3X8
4x6 3x6 FP 3x10 1,5x4 H 1.
5x4 11 3x4 1.
5x4 H 1.5x4 11 U6
20-
11-0 20-
5-12 -13 13-" -0 0-
4-4 LOADING (
psf) SPACING- 2-0-0 CS1, TCLL
40.0 Plate Grip DOL 1.00 TC 0.64 TCDL
10.0 Lumber DOL 1.00 BC 0.75 BCLL
0.0 Rep Stress Incir YES WB 0A9 BCDL
5.0 Code FBC2017fTP12014 Matrix-S LUMBER -
TOP
CHORD 2x4 SP No.2(flat) *Except* T2:
2x4 SP M 30(flat) BOT
CHORD 2x4 SP M 30(flat) *Except' 132:
2x4 SP No.2(flat) WEBS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc pudins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 1
700/0-3-8 (min. 0-1-8) 16
337/0-3-0 (min. 0-1-8) 19
122010-4-15 (min. 0-1-8) Max
Grav 1
723(LC 5) 16
345(LC 4) 19
1224(LC 13) FORCES. (
lb) Max.
Comp,/Max, Ten. - All forces 250 (lb) or less except when
shown, TOP
CHORD 1-
2=-776/0, 2-3=-784/0, 3-4=-776/0, 4-
5=-2026/0, 5-6=-2026/0, 6-7=-1 769/0, 7-
8=- 1769/0, 8-9=0/423, 9-1 0=01423, 10-
11 =0/423, 11-12=-322/0 BOT
CHORD 23-
24=0/1659, 22-23=011769, 21-
22=0/1 769, 20-21 =0/1 215, 19-
20=0/1 215, 18-19=0/322, 17-18=01322, 16-
17=0/322 WEBS
10-
1 9=-311/0, 1-24=0/1 030. 4-24=-977/0, 4-
23=0/405, 5-23=A 21/0, 8-19=- 151610, 8-
21 =0/893, 7-21 =-44110, 12-16=-421 10, I
I - 1 9=-730/0, 6-22=-315/0, 6-23=0/673 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. DEFL.
in (loc) I/defl L/d Vert(
LL) -0.1722-23 >956 360 Vert(
CT) -0.23 22-23 >716 240 Horz(
CT) -0.02 19 n/a n/a 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
PLATES
GRIP MT20
2441190 Weight
1091b FT=10%F,10%E W.,
M 11m, iWo.01 -- Wk i Vl` WAKIS NMr R944 111115 & 09411M USIA "'WIT; 9(1VJi);WV, I., livilf il (a"", .11 ve I- )",r N" jw, one V. Alien., 1 tM4 4, ! i, W- %W, It
tvip —V, log Anthony T. Tornbo M, P.F. It
qvtic 014 hot "'em Tie, f"6¢. 4 .qcaooWix "ew 11* u, 0 ;V 80083 k.",
1- )""r, n#- 0 h 4451 St, Lucie Blvd. Far[
P=etce, FIL, 34946 tpy,
illi V 7016 A I NO Nsm ANINORY 1, lombe 111, PJ. lepoilvamef teimment.'n 411 lorle"s pmhil .4kul tht ."Pen ptwwoft hoen A-1 Rol 11-es ko"lony V 1040 111, F 1.
V1
WRCSRMLM j FL09G lFloor Girder
Al " Roof Trusses, , - Fort Pierce - , - FL 34946, - - -
I
design@altruss.com -
1111111
UR
1-3-0
Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13"If
ID:fXMofrMaVb?77FFUeY3_NdzegNi-Gm6uNO9kTh2F4HntkcoyA4QQHuT1
30 0-5-4
3x4 - 3x4 =:
3-S-4
Plate __Offsets (XY)--
LOADING (pso SPACING- 2-0-0 CSI.
TCLL 40.0 Plate Grip DOL 1.00 TC 0.60
TCDL 10.0 Lumber DOL 1,00 BC 0,43
BCLL 0.0 Rep Stress Incr NO WB 0,22
BCDL 5.0 Code FBC2017ITP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP 240OF 2.OE(flat)
SOT CHORD 2x4 SIP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-4 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 1094/0-5-0 (min, 0-1-8)
5 798/Mechanical
Max Grav
8 = 1094(LC 1)
5 798(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-8=-563/0, 2-3=-775/0
BOT CHORD
7-8=0/775, 6-7=0/775, 5-6=0/775
WEBS
2-8=-945/0, 3-5=-945/0
NOTES- (4)
1) Unbalanced floor live loads have been considered for
this design,
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0. 131
X X) nails, Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1,00,
Plate Increase= 1.00
Uniform Loads (plf)
Vert: 5-8=-10, 1-4=-100
Concentrated Loads (lb)
Standard
Vert: 9=-779 10=-749
A0059062
20
DEFL. in (loc) I/defl Ud PLATES GRIP
Vert(LL) -0,01 5-6 >999 360 MT20 244/190
Vert(CT) -0.01 5-6 >999 240
Horz(CT) 0.00 5 n/a n/a
Weight: 20 lb FT = 10%F, 10%E
m aryM.mem- Wkof WV5 NA: , ROAi 4W I 100MA, NO# "'Wr ADOOL%W *,.f W"kv" W ?* W, i 4" IR I i tftW., v 04" w ; 0* — "M . 1, 1,14 h, 1*ht.
U In'.4 *M 1 T*, Wr-v_ wmao..*w Anthony 1, Tombe IH, R.E. 80083 t
4451St. Late Blvd X1 11111NIIE4—
hlt-"017- Fo, Nef,,p, H, 14946 z
Job Itruss - -- ------- - ----------- Truss Typ
WKCSRMLM GABLE
Al Roof Trusses, Fort Pierce, FL 3494k_designga1 truss:com
0 1IT"
1-4-0 2-8-9 4-0-0 5-4-C
1-4-01-4-0 1-4-0 1-4-C
Plate Offsets (X Y-- [1:Edge,0-101-111211127:0-1-81,101-0-121, 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/"rPI2014 LUMBER -
TOP
CHORD 2x4 SP No.2(flat) BOT
CHORD 2x4 SP N0.2(flat) WEBS
2x4 SP No.3(flat) OTHERS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 10-0-0 oc purlins,
except end verticals. BOTCHORD
Rigid
ceiling directly applied or 10-0-0 oc bracing REACTIONS.
All bearings 15-11 -0. 1h) -
Max Grav All
reactions 250 lb or less at joint(s) 26,
14, 25, 24, 23, 22, 21, 20, 19, 18, 17,
16,15 FORCES. (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES- (
6) 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, 13 1" X
3") nails, Strongbacks to be attached to walls at their outer
ends or restrained by other means. 6)
WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-
SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER ("BUYER") ACKNOWLEDGEMENT"
form, LOAD
CASE(S) Standard
A0059063
Job
Reference(optional (optioaa, ... s
Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Fri Apr 13 16:23:53 2018 Page 1 ID:
fXMofrMaVb?Z7FFUeY3—NdzegNi-kygGbiAME?A5hRM31JJBilzi8lvqk5PKnfunDmzR5Ca 0
1 1 F 8 8-
O-q1. 9-4-0-01_04-0, 12-07 0 3 79, 14-8-0 j_ _115711-0, 1 1111-6-8-0, f 1-4-0-0 1-41-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1_1_0 1-8,
0-0-121 CSL DEFL.
in loc) I/def! Ltd PLATES GRIP TC 0.
08 Vert(LL) n/a n/a 999 MT20 2441190 BC 0.
01 Vert(CT) n/a n/a 999 WB 0,
03 Horz(CT) -0.00 21 n/a n/a Matrix-S
Weight: 72 lb FT = 1 O%F, 1 O%E wk I
KN ltuvmirl ;,,AIM 11W54 W11"An'W CV-Er XMWKWVY`W. E*.W, tto—, 13Ww- ow, 4— ! No 14 14 W! Anthony T. Tombo 1111
P I", z 80083 4.p
E4«4441
St. Lucie Blvd Nt,"k"P" for.
Fi 3046 h kohnyf Tomboill P1Z*0
WRCSRMLM _ IFL12 FLOOR
Al Roof Trusses, Fort Pierce, FL 34946, designoaltruss.com
7-6-0
3X6 --
RYAN HOMES I SANTA ROSA v1
A0059064
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc.
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-C9Eeo3B_?JlyJbxFr
179-0, I o 6 a i 0j1f8
Dead Load Deft. = 1/16 in
U4 3x3 3x6
ca
J67
9
3x4 3x6 3x6 - 3A
15-11-0
15-11-0
P11afe, Ciffsets (XY)-_-_ [1,:Edge 0-0-12], [4.0-1-8,Edgej, [10:0-2-9,Edge], [13:0-2-8,Edgejt
LOADING (pso i SPACING- 2-0-0 CSI - DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) 0.20 12-13 941 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0,76 Vert(CT) 0.27 12-13 692 240
BCLL 0.0 Rep Stress Incr YES WEI 0.50 Horz(CT) 0.04 9 n/a n/a
BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 81 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(ftat)
WEBS 2x4 SP No,3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc;
purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. (lb/size)
9 852/0-3-8 (min. 0-1-8)
14 858/0-7-4 (min, 0-1-8)
Max Grav
9 = 852(LC 1)
14 8581LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2512/0, 3-4=-2512/0, 4-5=-2727/0,
5-6=-2488/0, 6-7=-2488/0
BOT CHORD
13-14=0/1 555, 12-13=0/2727,
11-12=0/2727, 10-11=012727,9-10=0/1588
WEBS
2-14=-1720/0, 2-13=0/1058, 3-13=-299/0,
4-13=-513/59,7-9=-1743/0,7-10=0/995,
5-1 0=-713/50, 5-11 =-96/257
NOTES- (5)
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 1.5x4 MT20 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, 13 1"
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) WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER-)
ACKNOWLEDGEMENT" form,
LOAD CASE(S)
Standard
lr1 A 34 ow— 104 , 11, 10
t_-w pvl U 4,A*k Dotti,'" oil14t rn-e wn,.Ows,wmkf Anthony T. Tom& :11, R,E, 4
1* MW&O i, IN., r. Q.."~10 ;M " r" t"q h"t, WV 0 * It * C M 1, W kAn:.0"o P11 'W qo.." 0 1* 10 "," (A .. 0 W !", ."I ""'ww wrvvi, 0 z $0083 4451 $
t. Lucie Blvd, Full:
D=erce, rL 34946 iiiptithl02016A11041kmAfthopy1, lombe 111, 1`1 hpohaioit of Ih,c iowmtntm 40y lom, si plahibiltil wilhoul tht W11tten jitimmiofl110. A I hol Irmo Asthony U lombo III, PA. z 0
WkSRMLM FL13
Al RoWTrusses, Fort Pierce,- FL -34946,
0-i-8
2- q ---- ----- - -
U6
2
Truss Typ
FLOOR
ltruss,com
1,5x4 11
3
2 ...... 1
Job Refers
8.120 s Nov 12 2017
3x4 1,5x4 11 3x4
4 5 6
SANTA ROSA v1
A0059065
nal) _ _ _ _ -
I "I _11111 -1
ustries, Inc, Fri Apr 13 17:01:23 2018 Page 1
APiMJfsdCNV5sgqvn9451eqvZfVAixri3MzR4f(
Dead Load Defi. = 1/16 in
3x6 11 5x6 —
7 8 9
3x4 - 3x6 1.5x4 11 3x4 - 4x6
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 Incir YES
BCDL 5.0 Code FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No,2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOR CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puffins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc, bracing.
REACTIONS. (lb/size)
15 = 847/0-6-14 (min, 0-1-8)
9 847/0-3-8 (min. 0- 1 -8)
Max Grav
15 847(LC 1)
9 847(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2479/0, 3-4=-2479/0, 4-5=-2588/0,
5-6=-2588/0, 6-7=-935/0, 7-8=-946/0,
8-9=-935/0
BOT CHORD
14-15=0/1 530, 13-14=012588, 12-13=
0/2588, 11-12=0/2054 WEBS 2-
15=-
1692/0, 2-14=0/1 049, 3-14=-33510, 4-14=-485/
139, 9-11 =011 241, 8-11 =-272/0, 6-11 =-1 238/
0, 6-12=0/870, 5-12=-441 /0 NOTES- (5) 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. 13 1" 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. 5) WARNING - Please thoroughly
review the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER-) ACKNOWLEDGEMENT"
form. 1 1-
12,Edd
J9.
0-11-2,Ed - ge CS1. TC 0.67
BC
0.80 WB
0.59 Matrix-
S LOAD CASE(
S) Standard
DEFL. in (loc)
I/
defl L/d Vert(LL) -0.29
13-14 >645 360 Vert(CT) -0.37
13-14 >499 240 Hor7(CT) 0.03
9 n1a n/a PLATES GRIP MT20 244/
190 Weight:
79 It) FT =
10%F, 10%E W i VIN4 'Sfttfr
Q%4k farits (ANTICX5 (ATA to, V"qf ttur W-W, W N, W ft Arorf I 1,1k 4" f t to.., 4" W", - 30 Air,.. uA.. *TO - 10—rof'r—M,
rream1. 0, Q D t, 10t A, 17— k,or fk"w spc"N 4M,; 1. .0 . f loo!'P.W, . Apy., 0 N V P. k,0 ft,am t*qot . M100 W, W. 141 1, 0q, —0., "00" Anthony T. Tombo 311, P.F. t m tobnj 1, or "4-wk 0 lr I—, h t4 t" h,'J. . t* "l 0 N K 1011, W, oo*,j:W W (A 4, 4P.. 0 W30 W . 44. 0 to T." "rrm W44 ww, w4w. W Won 'el, fta 0 $0083 AV-*-,W. ft, 100
W 1* re—t ?1411.10 W W" (aW-V t001 A—mr:1TV, ydhM j rAvif *Art folMO* Mort., 44$1 $t. i-ucie Blvd. hFort Pierce, FL 34946
6coyl.
1malrollf'P.I. Repardwi4a
of toil imumert, m any form, is prot'lided cilrout the nine permwoo from A I Roof In1w z
HOMES / SANTA ROSAJobTrussTruss"
WRCSRMLM FL115G Floor
design@altruss.com
0-1-8
H I , "" ,
s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiT
ID:fXMofrMaVb?Z7FFUeY3-NdzegNi-gLoI
I - 21-2-8 __ I
3x4
1-3-0
MSH422
A00590661
16: -2 3: 5-5 - 2018,-,
1
Page 1
4WCnTdFzNtHfzR5CY
0 1,-8
1
Dead Load Defi. - 1/8 in
1,5x4 11
c?
23 09 3x6
5x8 - 3x6 11 4x6 11 3x8 MT20HS FP r 6X8 : 4x8 - 3x6
11 10-
4-0 1 -0 10-
4 9_
1
6-
7-8 Plate
Offsets Y)-- 1: Edge,0-0- 121, [5:0-1-8, Edge], (9:0-4-12, Edge),[ 11: Edge,O- 1 -8], [13:0-2-12, Edge],[ 16:0-3-0, Edge),[ 18:0-4-0, 1
E
I
d
I
gel, [
21: _ 0-1-8,0- 1
0
11 -
12
1 [
2 -
3: - 0-1 1
8
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 0.98 Vert(LL) -0.3814-16 602 360 MT20 244/190 TCDL
10,0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0,5314-16 434 240 MT20HS 187/143 BCLL
0.0 Rep Stress Incr NO W13 0,95 Horz(CT) 0.08 11 n/a n/a BC
D L 5.0 Code F BC2017/TP12 014 Matrix-S Weight: 117lb FT=10%F,10%E LUMBER -
TOP
CHORD 2x4 SP M 30(flat) *Except* Ti:
2x4 SP No,2(flat) BOT
CHORD 2x4 SP M 30(flat) WEBS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied, except end verticals.
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 11 =
1609/0-3-8 (min, 0-1-8) 20
1202/0-7-4 (min. 0-1-8) Max
Grav 11 =
1609(LC 1) 20
1202(LC 1) FORCES. (
lb) Max.
Comp,/Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-4041/0, 3-4--4041/0,4-5=4041/0, 5-
6=-5468/0, 6-7=-5468/0, 7-8=-4674/0, 8-
9=-4674/0 BOT
CHORD 19-
20=0/2290, 18-19=0/2274, 17-
18=0/5468, 16-17=0/5468, 15-
16=0/5690,14-15=0/5690, 13-
14=0/5690,12-13=0/3093, 11-
12=0/3115 WEBS
9-
11 =-3449/0, 2-20=-2532/0, 9-13=0/2004, 2-
18=0/1 918, 8-13=-858/0, 7-13=-1108/0, 5-18=-
1741/0, 7-16=-733/166, 5-17=
0/463, 7-14=0/296 NOTES- (8)
1) Unbalanced
floor live loads have been considered for this design.
2) All
plates are MT20 plates unless otherwise indicated, 3) Recommend
2x6 strongbacks, on edge, spaced at 10-0-
0 oc and fastened to each truss with 3-10d (0. 13 1" 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) Use
USP MSH422 (With 10d nails into Girder & 10d nails into
Truss) or equivalent at 15-9-4 from the left end to
connect truss(es) FL09G (1 ply 2x4 SP) to back face of
top chord, 6) Fill
all nail holes where hanger is in contact with lumber. 7)
In
the LOAD CASE(S) section, loads applied to the fare of
the truss are noted as front (F) or back (B), 8) WARNING -
Please thoroughly review the "A-1 ROOF TRUSSES (-
SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-
BUYER-) ACKNOWLEDGEMENT" form.
LOAD CASE(
S) Standard 1)
Dead +
Floor Live (balanced): Lumber Increase=1.
00, Plate Increase=1,00 Uniform Loads (
pl) Vert: 11-
20=-10, 1-10=-100 Concentrated Loads (
lb) Vert: 8=-
698(B) V Andiony
T. Tombo , R1, 0-4o
ON it", $ 4t MM *A.4,41 W lN To, 'P.W at. 704.4 .7 hot ,, .1 ft T-, z 80083 4451 St.
Lucie Blvd, oodww at
lb" tomm"t, in 44Y tom ii pioMded ifhcol the wilteg ptuhtwop bm A I 1.01mies AsibuylJohit.110J. oil Pierce,
FL 34946 kti
Job Truss
WRCSRMLM IFL16
At Roof Trusses, Fort Pierce-, _F
0-1-6
I- ____ 2-6701
U8
Floor 2 1 1jJob Reference,
truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiT4
ID:fXMofrMaVb?Z7FFUeY3—NdzegNi-gLo1
2-4-9 If 1-3-0
3x4
3x4 3x6 FP
4 51 6 7 8
A ROSA vi
3X8
9
A00590671
5 2018 Paqe I
0111-8
Dead Load Defl. = 1/8 in
10
2069
3x6 --- 3x8 3x3 3x8 3x6 FP- 34
LOADING (pso SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1,00
TCDL 10L0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017rrPI2014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat) *Except*
62: 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purfins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 105410-3-8 (min. 0-1-8)
17 = 1060/0-7-4 (min, 0-1-8)
Max Grav
11 1054(LC 1)
17 = 1060(LC 1)
FORCES. (lb)
Max, Comp./Max, Ten, - All forces 250 (lb) or less except
whenshown.
TOP CHORD
2-3=-3335/0, 3-4=-3335/0, 4-5=-4159/0,
5-6=-4159/0, 6-7=-3380/0, 7-8=-3380/0,
8-9=-3380/0
BOT CHORD
16-17=011980, 15-16=0/4159, 14-15=0/
4159,13-14=0/4072, 12-13=0/
2023, 11-12=012023 WEBS 9-11 =-2221/0, 2-
17=-
2189/0, 9-13=0/1 500, 2-16=0/1 498, 3-
16=-291/43, 6-13=-765/0, 4-16=-1154/0, 6-14=-
228/548, 5-14=-282/71 NOTES- (5) 1)
Unbalanced floor live loads
have been
considered for this design. 2) All plates are 1.
5x4 MT20
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, 13 1" X 3") nails. Strongbacks to he attached
to walls at their outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards,
7-0 16;0-3-1"12,,
Edg,],118:
0-1-8,0-0-1 ' 2b [20;0-1 CS1. DEFL. in (loc) I TC 0.
72 Vert(LL) -0.41
13-14 > BC 0.91 Vert(CT) -0,55
13-14 > WS 0.71 Horz(CT) 0.08
11 Matrix-S 5) WARNING - Please thoroughly review
the "A-
1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-
BUYER-) ACKNOWLEDGEMENT" form, LOAD CASE(
S) Standard 8,
9-0-
1?1 der!
L/
d PLATES GRIP 563 360
MT20 244/190 421 240
n/a n1a Weight: 96
lb FT =
10%F, 10%
E W-1 f—olml IV 112MS SIUIrMfltk'
I i.UV %W44f-, W"lak—" a" terk, IN *r 0#04 " Ih TWoo" aw M 1
14 t"'p —woo, Wot AnJiony 1. Torribo 111, PL, de"KA4 VVT 4,80083 4451 St,
Lucie. Blvd, Fort P*tce,
FL 34946 olty1rolo 0
7016 A I Roof I,
wes Anthoy 1, Noolt III, H, hP14110i.0 offlill 110=010, ID40Y form, I, pooh'botil wohoqt the .'into pows'i" hom A I Roof I I wts Whoo'l. I omb III, P'L
Job Truss
WRCSRMLM F!_17
V1trusstype
I
Qfy PIY
JRYAN
HOMES /SANTA RCFloor21
Job Refereoee (optional]
1truss.comRun: 8,120s Nov 12 2017 Print: 8,120s Nov 12 2017 MiTek Industries, Inc. Fri
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-8XMPDICFXwZgYu5ezSsuK1
3X4 z
1,5x4 11 3x4 1.5x4 11 3X6 FP 1,5x4 11 3X8
3 4 5 6 7 R q
A0059068
13 2018 Parie I
I
Dead Load Deg. -- 118 in
1,5x4 11
in
3x6 3X8 302 MT20HS FP7-- 3x3 3x8 3x6
1.50 11
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 FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except'
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc;
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 1048/Mechanical
17 1048/0-7-4 (min. 0-1-8)
Max Grav
11 1048(LC 1)
17 1048(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3289/0, 34=-3289/0,4-5=-4075/0,
5-6=-4075/0, 6-7=-3304/0, 7-8=-3304/0,
8-9=-3304/0
BOT CHORD
16-17=011956, 15-16=0/4075, 14-15=0/
4075, 13-14=014075, 12-13=013990, 11-12=011959 WEBS
9-11 =-2166/0, 2-17=-2162/0, 9-12=0/
1
487, 2-16=011474, 3-16=-291/35, 6-12=-759/0, 4-
16=-1107/0, 6-13=-227/532, 5-13=-270f74 NOTES- (
6) 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 (0131"
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, 19-3-12 CS1. DEFL. in (
loc) Well L/d TC 032 Ver-
t(LL) -038
12-13 >61 0 360 BC 0,
87 Vert(CT) -0.51 12-13 >452 240 WB 0,
71 Horz(CT) 0.07 11 n/a n/a Matrix-
S 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-SELLER),
GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT" form. LOAD CASE(S)
Standard PLATES GRIP MT20 2441190
MT20HS 187/143
Weight: 94
lb FT = 10%
F,
10%E
0".0
Kcj jw, ,l
t, to*, 11 9, Pr as w, to..
M as, Aw Antfiony 1, Tombo 111, RE, ONO 0 14 l"', WA4 W" Wq, f *..
4*0 4 ft 08008Wim9a1e3tq4451St, Lucie Blvd, k"4. i,—,f .* f q
lens IP I
h),
Pte v,
H 34946 zt TOAOLFA,
Illoollf."t,
Job Truss_
WRCSRI FL19
Al - Roof Trusses, -Fort --Pierce, FL 3,
2-6-0
1.5x4 11 3x6 -
Truss Type Oty Ply RYAN HOMES / SANTA ROSA V1
Floor - 1 1
A0059069149nRefergrice (optional)
ttruss,com Run- 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 16:23:57 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-dkwnQ5Dt[EhXA2gqX9N7t87Fvv4Sgl8wiHs_MYzR5CW
1-10-2 1-3-0
Dead Load Defi, = 1/8 in
1,5x4 11 3x6 FP , 3x4 1.5x4 11 3x4 1.5x4 11 3x6 == 1.5x4 11
3 4 5 6 7 8 9 10
17 16 15 14 13 12 11
3x6 3x8 - 1.5x4 11 3x3 3x8 MT20HS FP - 3x8 3X6
LOADING (pso SPACING- 2-0-0
TOLL 40.0 Plate Grip DOL 1,00
TCDL 10L0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T1: 2x4 SP NO,2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 = 1030/Mechanir-al
17 = 1030/Mechanical
Max Grav
11 1030(LC 1)
17 = 1030(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3212/0, 3-4=-3212/0, 4-5=-3212/0,
5-6=-3938/0, 6-7=-3938/0, 7-8=-3225/0,
8-9=-322510
BOT CHORD
16-17=0/1916,15-16=0/3938,
14-15=0/3938, 13-14=0/3870,
12-13=0/3870, 11-12=0/1918
WEBS
9-11 =-2121/0, 2-17=-2119/0, 9-12=0/1 445,
2-16=0/1 432, 8-12=-252/0, 3-16=-288/18,
7-12=-71410, 5-16=-1020/0,
7-14=-239/487
NOTES- (5)
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.
CSL DEFL. in (loc) I/defl L/d
TC 0.67 Veri(LL) -031 12-14 >715 360
BC 0,80 Vert(CT) -0,43 12-14 >520 240
WB 0.69 Horz(CT) 0.07 11 n/a n/a
Matrix-S
5) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
MT20HS 187/143
Weight: 92 lb FT = 10%F, 10%E
fttk,,r p-i W,,0WP PIN, T- .4V 46. T 4,*19 1' i 10"'., *0 W." hf. "
o
ro'-, "V-4 P.-R, I", I IN W! 'k IN l 1'. t"T Anthony I Tomto 111, R.E. ea ue
s I— 1x err k*q m* d IS C- N J-"" A "'o, t.*4 N"w, . 0-wvo 0 * W rot W .0 1" *0 1",* A 1M i N WPO 0 * 15, W wit 1t 0 R T,P, W,4 .,W*. W V.NM 4 N P, P80083 4451 W
lmoe Blvd, m W"
Aq,qft at w'! te"'i . TP; w Pieve, ft 34946 qy=,qWa?
016A IR014"w Wayl 16011-m Aotholl 4.1,flil PA. zt 1* __ class - "
14 " ea 1' " 1'"" 11
WRCSRMLM I FL20
1.5x4 11 3x6
1 2
Truss Type Ply _RYA N_ HOMES-j SANTAROSA v1
FLOOR 6 1 A0059070
Job Reference
itruss.com 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 1117-61:5-2- 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-VPtqv?IuXDJkcg43ISidausyD,,_YbChBnrkStiAzR4
1-9-12, 1-3-0 1-3-0
Dead Load Deb. = 1116 in
1,5x4 11 3x4 1.5A 11 3x4 3x6 11 5x6
3 4 5 6 7 8 9
ca 91
15 14 13 12 11 10
3x4 3X6 1.5x4 11 3x4 4x6
1-4
14
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud
TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) 0,2313-14 769 360
TCDL 10.0 Lumber DOL 1.00 BC 0,74 Vert(CT) 0.30 13-14 589 240
BCLL 0.0 Rep Stress Incr YES WB 0,57 Hor7(CT) 0.02 9 n/a n/a
BCDL 5.0 Code FBC2017ITP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No,2(fiat)
BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S)
WEBS 2x4 SP No.3(flat) Standard
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 1-7-8 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
REACTIONS, (lb/size)
15 = 818/Mechanical
9 = 818/0-3-0 (min. 0-1-8)
Max Grav
15 818(C 1)
9 818(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2353/0, 3-4=-2353/0, 4-5=-2423/0,
5-6=-2423/0, 6-7=-901/0, 7-8=-916/0.
8-9=-901 /0
BOTCHORD
14-15=0/1471, 13-14=0/2423,
12-13=0/2423,11-12=0/1967
WEBS
2-15=-1626/0,2-14=0/975, 3-14=-318/0,
4-14=-415/171, 9-11 =0/1 196, 8-11 =-266/0,
6-11 =-1 17810, 6-12=0/750, 5-12=-351 /0
NOTES- (6)
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s) for truss to truss connections.
3) Recornmend 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,
6) WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT" form.
N
PLATES GRIP
MT20 244/190
Weight: 77 Ih FT = 10%F, 10%E
ZI,
4451
St, Anthony
T. fomt'o M, P or. ,
4 ATN 14 N" *A wq 'W", '**. W k-4,W h ft "'W'A w 0 800 3 1p,
WoeBivd. Fort
Ptwp, Ft 3046 E ,—
Job truss 'fn iss Typ
Wr I CSRMLM FL21 GE GABLE
At Roof Fort Pierce, FL 3446, de-sign@-aItruss.com
11 1
Qty Ply RYAN HOMES /SANTA ROSA v1
1
A0059071 1 Job Reference _(optignal),
s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 16:23:58 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3 NdzeqNi-5wT9eREV3XpOoCF04tvMPLgZjJc PMc3xxcYu zR5CV
14-0 2-8-0 1"", -i-0-0 -4 - 15-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 1374-q 14-8-0
11 '1115-5-14
1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0
4 1-4-0 1-4-0 0-9-14
Plate Offsets _(X,Y)- _11 E 0 qefl- 0 -121
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd
TCLL 40.0 Plate Grip DOL 1,00 TC 0.09 Vert(LL) n/a n/a 999
TCDL 10,0 Lumber DOL 1.00 C0 I BMatnxS0.01 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 FBC2017ITP12014 LUMBER-
TOP
CHORD 2x4 SP No.2(flat) BOT
CHORD 2x4 SP No.2(flat) WEBS
2x4 SP No.3(flat) OTHERS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 10-0-0 oc purfins,
except end verticals, BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing, REACTIONS.
All bearings 15-5-14. lb) -
Max Grav All
reactions 250 lb or less at joint(s) 26,
14, 25, 24, 23, 22, 21, 20, 19, 18, 17,
16, 15 FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES- (
6) 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
X) nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. 6)
WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-
SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER ("BUYER") ACKNOWLEDGEMENT"
form. LOAD
CASE(S) Standard
PLATES
GRIP MT20
2441190 Weight,
69 lb FT = 10%F, 10%E arse
u dW 1W 11 A!. N X, 4 t, 1" 41, i xM ,,r tq— V 1W IN W,.a pw t, ft O.j, 0 Tt"Anthony 1. Tombo 111, P.E. III I
W.,N i.nss 0.0w.— hdzc, 4451 St, Lucie 1314. Foo Piec
v, FI34946 C 2014A
I Anhoflyt F.E. I h1boythobo li(PI
WRCSRMLM L 2 4
Al Roof Trusses, Fort Pierce, F
11
L
I_ 2-§79 - 1
TrussTypeQtY ply - RYAN -HOMES _/sAWA ROS A-v_1 A0059072
F - lo - o - r -job
Reference Coptiqn#o_ 3s.
com F2on: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2617 MiTek Industries, Inc. Fri Apr 18 16:23:59 2018 Page I ID:
fXMofrMaVb?Z7FFUeY3_NdzegNi-Z61 XmF7qrxFQMpOeaQbyZDWmima8g_CAbL5QQ4muku 1-
11-14 1-3-0 Dead
Load Deft, = 1/8 in 1.
5x4 11 3x6 1.5x4 11 3x6 FP - 3x4 1
2 3 4 5 1,
5x4 11 3X6 3x3 ll 3x3 = 1.5x4 11 6
7 8 9 10 3x4
3x6 - 1.5x4 11 3X6 - 3x6 FP,, 3x8 - 3x3 I
LOADING (
pso SPACING- 2-0-0 1 CS1. TCLIL
40L0 Plate Grip DOL 1,00 i TC 0,96 TCDL
10.0 Lumber DOL 1.00 1 BC 0,82 BCLL
0,0 Rep Stress Incr YES WB OM BCDL
5.0 Code FBC2017/TPI2014 Matrix-S LUMBER -
TOP
CHORD 2x4 SP M 30(flat) *Except* Ti:
2x4 SP No.2(flat) BOT
CHORD 2x4 SP M 30(flat) *Except* LOAD CASE(S) B2:
2x4 SP No.2(flat) Standard WEBS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied, except end verticals.
BOT
CHORD Rigid
ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (
lb/size) 17 =
776/Mechanical 12
1283/0-3-8 (min. 0-1-8) Max
Grav 17 =
813(LC 3) 12
1283(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-2333/0, 3-4=-233310, 4-5=-2333/0, 5-
6=-2366/0, 6-7=-2366/0, 7-8=0/602, 8-
9=0/599 BOT
CHORD 16-
17=0/1459, 15-16=0/2366, 14-
15=0/2366, 13-14=-117/1359, 12-13=-
117/1359 WEBS 2-17=-
1613/
0, 7-12=-172010, 2-16=0/967, 7-14=0/
1 263, 3-16=-346/0, 6-14=-383/0, 5-16=-398/
361, 9-12=-513/0 NOTES- 1) Unbalanced
floor
live loads have been considered for this design. 2)
Refer to
girder(s) for truss to truss connections, 3) Recommend 2x6
strongbacks, on edge, spaced at 10-0-0
oc and fastened to each truss with 3-1 Od (0, 13 1" 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. DEFL. in (Ioc)
Well L/d Vert(LL) 0.
29 15-16 632 360 Vert(CT) 0,
37 15-16 493 240 Horz(CT) 0,
04 12 n/a n/a 15-7-10
PLATES GRIP MT20
244/190
Weight: 94 lb
FT = 10%F, 10%E WPvo -1 0—.
mot WX W. 1',ow Nk*-Wtt& ve-* a 1" .
14 T,- fif"W.* I'N W, W, 'Ins Aothofiy 1. Tombo 111, F.E. 9*, In W *,
hot ON 4., .,* WiNt Ww 0 4451 St Lucio
Blvd Fort Pieup, E1,
34946
Job Truss Truss Type Qty
Fly 7ANHOMES /
SANTAROSA0 A0059073
WACSRMLM
G01 Roof Special Girder 1 1 Al
Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Fri Apr 13 16:24 * 00 2018 Page I ID:
fXMofrMaVb?Z7FFUeY3_NdzegNj-1 lbw37Flb9361WOPClxqVmllr76tt2WMOF5erszR5CT t-
0-0 9-6-913-111-6 18-2-7 1 9-3-4 1-
0-0 "0 _4-6-9 4-4-13 4-3-1 1 -0711 Dead
Load DeT = 118 in 4x4
7- 1,
5x4 11 6x6 9-
6-9 LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ltd PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0L27 9-10 841 240 MT20 244/190 TCDL
110.0 Lumber DOL 1,25 BC 0,81 Vert(CT) 031 9-10 736 240 BCLL
0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0,06 8 n/a n1a BCDL
110.0 Code FBC2017ITP12014 Matrix -MS I Weight: 93 In FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SIP N0.2 *Except* 132:
2x4 SP M 30 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-5-11 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 4-6-0 oc bracing. I
wfek-
r-e-c-o- m- -m- ends that Stabilizers -- and drequired cross
bracing be installed during truss erection, in er
iliStataccordanceaoewithStabilizerInstallation guide. 111 -------------- I- I - - - - ------ 11 1---1 1 REACTIONS. (
lb/size) 2
1335/0-8-0 (min, 0-1-9) 8 =
1259/0-7-4 (min. 0-1-8) Max
Horz 2
94(LC 8) Max
Uplift 2 =
845(LC 4) 8
801(LC 5) Max
Grav 2 =
1335(LC 1) 8 =
1259(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
14=-909/586, 3-14=-2813/1815, 3-
16=-3399/2221, 16-17=-3399/2221, 4-
17=-3399/2221, 4-18=-3399/2221, 5-
18=-3399/2221, 5-6=-2668/1717 BOT
CHORD 13-
15=-5361789,12-15=-1686/2550, 11-
12=-1699/2565,11-19=-1699/2565, 10-
19=-1699/2565,10-20=-170512668, 20-
21=-1705/2668, 9-21=-1705/2668, 8-
9=-346/549 WEBS
3-
12=-186/324,3-10=-568/980, 4-
10=438/257,5-10=-5611814, 5-
9=-634/400, 6-9=-151912372, 6-8=-
1341/830,2-13=-743/469, 14-15=-
322/245,13-14=-844/541, WEBS 3-
12=-
1861324,3-10=-5681980, 4-1
0=-438/257, 5-1 0=-561/814, 5-9=-
634/400, 6-9=- 1519/2372, 6-8=-
1341/830, 2-13=-743/469, 14-15=-
3221245,13-14=-844/541, 2-15=
495/736 NOTES- 1)
Unbalanced
roof live loads have been considered for this
design. 2) Wind:
ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=1
16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1 5ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed ; porch left and right exposed; Lumber
DOL=1.60 plate grip DOL=1 .60 3) Provide
adequate drainage to prevent water ponding. 4)
This
truss has been designed for a 10.0 psf bottom chord live
load nonconcurrent with any other live loads. 5) *
This
truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members. 6) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 845 lb uplift at joint 2
and 801 lb uplift at joint 8. 7) Hanger(
s) or other connection device(s) shall be provided sufficient
to support concentrated load(s) 205 lb down
and 217 lb up at 5-0-0, 68 lb down and 89 lb up at
7-0-12, and 68 lb down and 89 lb up at 9-0-12, and 681bdawn
and 891bupat 11-0-12 on top chord, and 115 lb
down and 177 lb up at 5-0-0, 50 lb down and 72 lb
up at 7-0-12, 50 lb down and 72 lb up at 9-0-12,
and 50 Ib down and 72 Ib up at 11-0-12, and 404 lb down
and 259 lb up at 12-7-4 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others. 8) In the
LOAD CASE(S) section, loads applied to the face of the
truss are noted as front (F) or back (B). LOAD CASE(S)
Standard Standard 1)
Dead +
Roof
Live (balanced): Lumber Increase= 1 .25 1 Plate Increase=
1,25 Uniform Loads (plo
Vert: 1-3=-
60, 3-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb)
Vert: 3=- 1
58(F) 11 =-44(F) 12=-107(F) 16=-67(F) 17=-67(F) 18=-
67(F) 19=-44(F) 20=-44(F) 21=-404(F) 41
W-1 TIW''
FL
Uo"IOW—No 'lilip -1 1.1 D'up
40W. Spooh tiln-; "I—ol. .1 TOD pesal mauew'elk.r M t"r 0 rnpci ss to"14.0,100w, kIni 40'r.-e- Anthony T. Tombo 111, P.E. k..J'W' " r—"'
Wft0 Z 80083 0.11 W W.11.
IDOW." F.1-0 rto-'! W sd#} 10c, P1,140 l,' In WWA . ~01t 1.1*, pAau Or I WMPti I, "I"'WN, W *1110 $0 ," k'."1- )"r me— l,ttS ftm"N4451 t. Lucie Blvd, RW Pierce, FL 34946 opy"Ifilel ?
016 A I 90.
1bow, AreliletYLI.MWILP4.
Job RYAN
WRCSRMLM G02 ROOF SPECIAL A0059074
Job Reference (ppi( onai)
Al Roof Trusses, Fort Pierce, FL 34946, design@a I truss, comRun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Fri Apr it 16:24:01 2018 Page
ID:fXMofrMavb?Z7FFUeY3_NdzegNi-VV91GTGNMSBzffzbm?S31_ItUXQVcVkVdvqCVJzR5I
1-0-0 6-10-8 9-9- - _____12 _§__ _
i __ , - 'J -11, ,"1 - '9 '§" -
6-10-8 2-10-8 _-10-8 -1-6 4-2-10
4x6
300 -: 2x4 11 Dead Load Defl. = 7/16 in
3x4 - 3x4 IWO MI ZQHfS= 4x6 5x10 MT20HS,,-- 2x4 11 3x3 11
6-10-8
pa
12-
2-1
LOADING (ps"' SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0,18 13 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.6013-14 377 240
BCLL 0.0 Rep Stress Incr NO WEI 0.90 Horz(CT) 0.07 11 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.36 13-14 640 240
LUMBER -
TOP CHORD 2x4 SP No,2 *Except*
T3: 2x4 SP M 30
BOT CHORD 2x4 SIP No.2 *Except*
B2: 2x4 SP 2400F 2.0E
WEBS 2x4 SP No.3 *Except*
W5: 2x4 SP No,2, W& 2x4 SP M 30
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 3-7-0 oc bracing.
WEBS
1 Row at midpt 6-14
ife-k recommends that Ste
I
bilizers and
11
required
I I I
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1112/0-8-0 (min.0-1-8)
11 2476/0-8-0 (min. 0-2-1)
Max Herz
2 = 2471LC 12)
Max Uplift
2 =-250(LC 8)
Max Grav
2 11 12(LC 1)
11 2476(LC 1)
FORCES. (1b)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
whenshown.
TOP CHORD
2-18=-705/545, 3-18=-2125/1435,
3-4=-1920/1424, 6-13=-7631382,
6-7=-7331/2499, 7-8=-5238/820
BOT CHORD
17-19=-637/626,16-19=-1547/1896, 15-
1 6=-1 294/2228, 14-15=-1294/2228, 13-14=-
246016825, 12-13=--820/5238 WEBS 3-
16=-
208/534, 4-6=-2514/1388, 6-14=-
4847/1229, 8-11 =-2413/0, 7-12=-
1531/0, 8-12=-847/5278, 7-13=-
1749/2177, 4-14=-459/1702, 4-16=-
584/0, 2-17=-639/613, WEBS 3-
16=-
2081534, 4-6=-2514/1388, 6-14=-
4847/1229, 8-11 =-2413/0, 7-12=-
1531/0, 8-12=-847/5278, 7-13=-
1749/2177, 4-14=-459/1702, 4-16=-584/
0, 2-17=-639/613, 18-19=-355/
197, 17-18=-659/500, 2-19=-590/
587 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;
T DL= Ops; 6 DL=5.Opsf; h=15ft-, Cat 11; Exp
C; Encl., GCpi=0.18; MWFRS (envelope) and C-C
Exterior(2) -1-0-0 to 19-9-12 zone; porch 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 20.0psf 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 250 lb uplift at joint 2, LOAD
CASE(S)
Standard 1) Dead +
Roof
Live (balanced): Lumber Increase=1.25 Plate Increase=11,
25 Uniform Loads (plo
Vert: 1-3=-
60, 3-5=-60, 6-7=-325, 7-9=-325, 10-17=-20
PLATES GRIP MT20
2441190 MT20HS
187/143
Weight: 100[b
FT=10% Anthony T. Tombo
111, P.E. 44 4' $0083
1r.4' "'w.
ft 1M.4 wrwo' wriel-0 14 WwM wetlxbmbMt,xir pw,wc, rm Qi%A.,Pt., I"% t"'j,
14— " Act *' 4451 St. Lucie Blvd, Fort Pierce, FL
34946 A1,11,0411.
1040110J, Refifiriurlionf lkr4 jommt, tany form, ri prohibited withcut the writieo pewssioo from ALI Roof It"ses
Job Truss Truss Type City Ply RYAN HOMES I SANTA ROSA v1
W14CSRlIvil-M 1303 Half Hip Girder 1 1
A0059075
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss,com, Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 16:24:02 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3—NdzegNj-zhigToH?7mJqHpYoJizIaBr1owoaL1ZfsZaI I IzR5CR
1-0-0 5-0-0 10-3-1 15-4-7 21-2-12
i -0-0 5-" 5-3-1
1
5-1-5
Dead Load Deft, = 3116 in
6X8
AvA
3x4 ,
1.5x4 11
4x4 3x8 ,
06 — 3x3 11
5-0-0
LOADING (ps" SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.16 9 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.33 9-11 756 240
BCLL 0.0 Rep Stress Incr NO WS 0.611 Horz(CT) 0,04 12 n/a n/a
BCOL 10.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.19 9 999 240
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W2: 2x4 SP No.2
OTHERS 2x8 SP 240OF 1.8E
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 6-3-5 oc bracing.
MiTek- recommends that Stabilizers and - required
I
cross bracing be installed during truss erection, in
accordance withStabilizerInstallation guide. REACTIONS. (
lb/size) 2 =
129010-8-0 (min. 0-1-8) 12
1356/0-6-12 (min. 0-1-8) Max
Herz 2 =
117(LC 8) Max
Uplift 2
411 (LC 4) 12
462(LC 5) Max
Grav 2
1290(LC 1) 12 =
1356(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
14=-875/249, 3-14=-27241847, 3-
16=-3420/1157,16-17=-3420/1157, 4-
17=-3420/1157, 4-18=-342011157, 18-
19=-3420/1157,19-20=-3420/1157, 5-
20=-3420/1157, 5-21 =-2599/881, 21-
22=-2599/881, 6-22=-2599/881, 6-
12=-1258/494 BOT
CHORD 13-
15=-2571761, 11-15=-808/2469, 11-
23=-802/2484,10-23=-802/2484, 10-
24=-802/2484, 9-24=-802/2484, 9-
25=-881/2599, 25-26=-881/2599, 26-
27=-881/2599, 8-27=-881/2599 WEBS
3-
11 =0/326, 3-9=-389/1080, 4-9=-516/351, WEBS
3-
11 =0/326, 3-9=-389/1080, 4-
9=-516/351, 5-9=-299/889, 5-
8=-824/449, 6-8=-915/271 0, 2-
13=-721/256, 14-15=-324/187, 13-
14=-813/233, 2-15=-241f710 NOTES-
1)
Unbalanced roof live loads have been considered for
this design. 2)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
I 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft-I Cat.
11; Exp C; Encl., GCpi=0,18; MWFRS (envelope); cantilever
left and right exposed ; end vertical left exposed;
Lumber DOL=1.60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water pending.
4)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads.
5) *
This truss has been designed for a live load of 20-
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 6)
Bearing at joint(s) 12 considers parallel to grain value
using ANSIfTPI 1 angle to grain formula. Building
designer should verity capacity of bearing surface.
7)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 411 Ith uplift at joint
2 and 462 lb uplift at joint 12. 8)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 126 lb
down and 129 lb up at 5-0-0, 72 lb down and 99 lb up
at 7-0-12, 72 lb down and 99 lb up at 9-0-12, 72 lb down
and 99 lb up at 10-10-12, 72 lb down and 99 lb up
at 13-0-12, 72 lb down and 99 lb up at 15-0-12, and
72 lb down and 99 Ib up at 17-0-12, and 72 lb down
and 99 lb up at 19-0-12 on top chord, and 71 lb down
at 5-0-0, 50 lb down at 7-0-12, 50 lb down at 9-
0-12, 50 1b down at 10-10-12, 50 lb down at 13-
0-12, 50 lb down at 15-0-12, and 50 lb down at 17-
0-12, and 50 lb down at 19-0-12 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others. Weight:
103 lb FT = 10% 9)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (6), LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase= 1.25 Plate
Increase=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 3-6=-60, 7-13=-20 Concentrated
Loads (lb) Vert:
3=-97(B) 11 =-70(B) 16=-67(B) 17=-67(6) 18=-
67(B) 19=-67(B) 20=-67(B) 21 =-67(B) 22=-
67(B) 23=-44(6) 24=-44(B) 25---44(B) 26=
44(B) 27=-44(6) 28=-44(B) 29=-44(B) A.*
Too"P—h w, www'g 14 Me k, t4 tar sepleiw, ft'I'd .4, 106 ala MI Toerw.teoe'•Whony T. lomh M, P.E. tat I.'
k I,Am fee, .0 R I d IhM.4 m We ,, 0 4, 30083 4451 St.
Lucie Blvd. FortP:k
rce, I'l, 34946 Zt ArAhotyl.lmboill,P1, Irpromomofl of If,% dommeni'm any form, 4 prob'WeJ ithool the ."ner, Ftwwon firm A-1 Roof lml'ts
Joe 1 russ I russ I ype Uly Ply RYAN HOMES I SANTA ROSA v1
WRCSRMLM HJ5A Diagonal Hip Girder 1 1 A0059076
FL 34946. design(a)altruss,com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 18 16:24:03 2018
ID:fXMofrMaVb?Z7FFUeY3—NdzegNi-RtH2h8leu4Rhuz7_tQUX6PNFVKAu4cMo5DJJZI
I ad Lcw it Deft. = 1/8 in
I ?-
0-2
LOADING (psf) SPACING- 2-0-0 CS--L DEFL. iln loc) Ildefi L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0,79 Vert(LL) 012 4-7 711 360 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0.60 Vert(CT) 0.25 4-7 333 240
BCLL 0,0 Rep Stress InGr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017rTP12014 Matnx-MP Wind(LL) 0,14 4-7 589 240 Weight: 24 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTelk -recommends- that Stabilizers
I -1
andd required -
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS. (lb/size)
3 182/Mechanical
2 383/0-10-15 (min. 0-1-8)
4 99/Mechanir-al
Max Herz
2 129(LC 4)
Max Uplift
3 = 116(LC 8)
2 = 192(LC 4)
Max Grav
3 182(LC 1
2 383(LC 1
4 = 128(LC 3)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
2-5=-275/183
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);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=l .60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live toad 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 116 lb uplift at
joint 3 and 192 lb uplift at joint 2.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 41
lb down and 47 lb up at 4-2-8, and 41 lb down and 47
lb up at 4-2-8 on top chord, and 9 lb down and 8 lb up
at 1-4-9, 9 lb down and 8 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 (6).
LOAD CASE(S)
Standard
1) Dead t Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1,25
Uniform Loads (plo
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 9=-7(F=-3, B=-3) 10=-17(F=-9, B=-9)
In ,
Anthony T, lombo 711, P,E,
80083
too "0'. P".ow yo"-Oft lollm (.f" idl "W*0 ' 1M.4 WA Ao.* ?.A.,
All 4451 St, Ludo, Blvd, Zt 0' set2016AItoolTimmArilhoryI, Imho III, J`J' Roplrododioft of lho hi'moumeflony form, is pirhibil,4 0hool Alit triatea pommiofi I'm A I 10W Iroom lialhony 1, Tomb 111, P'L Fort Pierce,
Ft, 34946
WliCSRMLM
11
Al Roof trusses, F,
Truss Truss Type Q'y Ply
IRYAN
HOMES /SANTA ROSA V1
HJ51- Diagonal Hip Girder 2
A0059077 1
I
e, R 34946, desi-gn@altruss,com Run: &uo s-Nov 1-2 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr l3l6:24:042018 Pagel
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-v4rQuU[GfNZYVV7iAR7?mfcwRhkWAp3cyJt3s6ezR5CP
1-5-0 7-0-2 1
Load Deft, j= 1/8 in
3x4
7-0,21111
1---- 11111111,
L 0 AD I N G(p sf) SPACING- 2-0-0 CSL DEFL. in loc) I/deft L/ d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.24 4-7 347 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.25 4-7 337 240
BCLL 0.0 Rep Stress Incr NO WEI 0.00 Horz(CT) 0.00 2 n/a n/a
BCOL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 23 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation _guide,
REACTIONS. (lb/size)
3 180/Mechanical
2 370/0-10-15 (min. 0-1-8)
4 = 99/Mechanical
Max Herz
2 = 92(LC 4)
Max Uplift
3 1 12(LC 4)
2 = 265(LC 4)
4 80(LC 4)
Max Grav
3 180(LC 1)
2 370(LC 1)
4 127(LC 3)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
2-5=-262/193
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=l l6mph; TCDL=5.Opsf; BCDL=5.Opsf; h=l 5ft;
Cat, 11; Exp C-, Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; end vertical left
exposed; porch left exposed; Lumber DOL=1.60 plate
grip DOL=l .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
20.0psf 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 112 lb uplift at
joint 3, 265 lb uplift at joint 2 and 80 lb uplift at joint 4,
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 37
lb down and 47 lb up at 4-2-8, and 37 Ib down and 47
lb up at 4-2-8 on top chord, and 62 In down and 5 lb
up at 1-4-9, 62 lb down and 5 lb up at 1-4-9, and 17
b down and 47 lb up at 4-2-8, and 17 lb down and 47
b up 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 (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 7=1 1 (F=5, B=5) 9=-19(F=-10, 8=-10) TIWiJ( 101tiow
Uw t4414. * VD0
W! k M 74 ".VWM, 1140*q Anthony T. Tombo ill, P. E. Ki 7
h "..' 0 WOW., to a fu 1— 4'6'4 "nst'vW i'm1wuod z 30083 a cans sam
114100 r. W4"Trw W"f I'll.". IM, PW'ws' RIM Ass P— PA., 4451 St, Lucie Blvd, s'l Fort "erce,
FL 34446 hporloorop of1his 00(mot.'
o a.Y fum, is pioli'li'lird w'Ikul tht wi"eo poww" from A I Roof hussel
Job Truss
WRCSRMLM HJ5P Diagonal Hip Girder
V1
A0059078
FL 34946,design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc,
ID: fXMofrMaVb?Z7FFUeY3—NdzegNi-v4rQuUtGfNZYW7iA
7-0-2
1-5-0 7-0-2
1-9 DeT
Load Defl, = 118 in
d
6
2
5
2x4 7
2x4
4
7-0-2
Plate Offset$ (X,Y)-- t? :F qqe'q-
1
0-
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) 0,21 4-7 402 240 MT20 2441190
TCDL 10,0 Lumber DOL 1,25 BC 0.52 Vert(CT) 0.22 4-7 384 240
BCLL 0,0 Rep Stress Incr NO WS 0,00 Horz(CT) 0,00 3 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 24 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SIP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Mifek recommends that Stabilizersandrequi - red cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 3
176/Mechanical 2
327/0-10-15 (min.0-1-8) 4
91/Mechanical Max
Horz 2
11 6(LC 4) Max
Uplift 3
1 13(LC 8) 2
224(LC 4) 4
74(LC 4) Max
Grav 3 =
176(LC 1) 2
327(LC 1) 4
121(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=1 5ft; Cat.
11; Exp C; Encl., GCpi=0,18; MWFRS (envelope); cantilever
left and right exposed ; end vertical left exposed;
porch left exposed; Lumber DOL=1.60 plate grip
DOL=1.60 2)
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
3, 224 lb uplift at joint 2 and 74 lb uplift at joint 4, 6)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 38 lb
down and 42 lb up at 4-2-8, and 38 lb down and 42 lb
up at 4-2-8 on top chord, and 57 lb down and 42 lb up
at 1-4-9, 57 lb down and 42 lb up at 1-4-9, and 17 lb
down and 44 lb up at 4-2-8, and 17 lb down and 44 lb
up at 4-2-8 on bottom chord. The design/selection of
such connection device(s) is the responsibility of others.
7)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (6), LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1.25 Plate
Increase=1.25 Uniform
Loads (plo Vert:
1-3=-60, 4-5=-20 Concentrated
Loads (lb) Vert:
9=63(F=32, B=32) 10=-17(F=-9, B=-9) Anthony
T. Tcrmbo III, P. F, Blvd,
tp
4451
SL Lune tqAv "
t *m Ai - rm E. fort
Pierce, R 34446
Diagonal Hip Girder
AN HOMES / SANTA ROSA v1JobTruss
WRCSRMLM HV
At Roof Trusses,
Job Reference
W, design @-a 1 truss, com Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc, Fri Apr 13 16:24:05 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-OGOp6qJuQhhP8HHN?FX?CqTeG8teYQT5YXoPe4zR5CO
1-5-0 4-9-11 5-0-6
4x4 11 1.5x4 !I — ()
9-10-1
LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in loc) I/defl Lld
TCLL 20,6 Plate Grip DOL 125 TC O.58 Vert(LL) 0.04 7-8 999 360
TCDL 10.0 Lumber DOL 125 BC 0,52 Vert(CT) 0.09 7-8 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.41 Hor7(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind (LL) 0.03 7-8 999 240
LUMBER -
TOP CHORD 2x4 SP No-2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No-3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc;
purlins.
BOT CHORD
Rigid ceiling directly applied or 9-10-8 oc bracing.
M iTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance -,with l-Stabilizer ,Installation guide.
REACTIONS. (lb/size)
5 158/Mechanical
2 466/0-4-9 (min, 0-1-8)
7 3231Mechanical
Max Harz
2 169(LC 4)
Max Uplift
5 1 16(LC 4)
2 260(LC 4)
7 103(LC 8)
Max Grav
5 = 158(LC 1
2 466(LC I
7 323(LC I
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-10=-312/136, 3-10=-277/131,
3-13=-752/257, 4-13=-698/258
BOT CHORD
11 - 1 5=-351/696, 15-16=-351/696,
8-16=-351/696, 8-17=-351/696,
7-17=-351/696
WEBS
4-7=-741/374, 2-9=-351/215,
10-1 2=-20/336, 3-12=-583/192
NOTES- (8)
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; MWIFIRS (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 116 lb uplift at
joint 5, 260 lb uplift at joint 2 and 103 lb uplift at joint 7.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 78
lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb
up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb
down and 54 lb up at 4-2-8, and 71 lb down and 106
lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7
on top chord, and 10 lb down and 9 lb up at 1-4-9, 10
lb down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13
lb down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb
down at 7-0-7 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
8) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (pto
Vert: 1-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42)
16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27)
PLATES GRIP
MT20 244/190
Weight: 44 lb FT = 10%
t, 14 "-p I — pfatt .1b Ito W! ro4. M 1 Anthony T. I ornbo 117, P E,
4 .0 *11!- 11.4" i, W uwwft due N. h 1.*4 kq. . 14 -0 0 tv Ie, * r'a **, *, 60 le .g K 1 1, wt,c 0 to M W 014 I'm, 0" "I't W"urot" W k.*sAr b, N ","0",. 0 ,80083
Be., 4451 St, Lucie bIvd.
Fort Pierce, FL 34946
0proghl(D 7016A I ifteffi4 "itsWhORYL1041101, RqMwios 01 Ihn immeo". ant lotm, 4 prohibited without the oteiiptt.Mi.pt,OMA I RODITr"i" I
WRCSRMLM 1J5A JJack-Open
Qty
8
V1
A0059080
I
altruss.coryry Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri
ID:fXMofrMaVb?Z7FFUeY3—NdzegNj-sSyBJAKWA?pFIRsZYY2Ek1
1-0-0 5-0-0
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1,25 TC 0.41 Vert(LL) 0.03 4-7 999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1,25 BC 0.37 Vert(CT) 0.06 4-7 987 240
BOLL U Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a We
BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0,06 4-7 999 240 Weight, 17 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Maek recommends- that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 127/Mechanical
2 264/0-8-0 (min. 0-1-8)
4 64/Mechanical
Max Herz
2 115(LC 12)
Max Uplift
3 90(LC 12)
2 80(LC 12)
Max Grav
3 = 127(LC 1)
2 264(LC 1)
4 90(LC 3)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
2-5=-191/267, 6-7=-1021313
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 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
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 90 lb uplift at
joint 3 and 80 Ity uplift at joint 2.
LOAD CASE(S)
Standard
n fit. U"01" m4. la, % I t v UVW RM 4 (19INTIN 09'# 'Wfq'; 04MMORr W. 10, i've 1— )r' .1-1110r, " o' Act., I 1"ia k P t Wave,` .wl",
111eAnthony 1. T mbo HI, R.F. r'
0 W'". -0 "'M'00! 0 N N., ft, 0—', Uftq24'M r 10 tw" N"tw o (+ Wto 0 Pe W, 1'. 4ti of 4, *"o k.4' 4, .6 K I 'h ONT— Z
80083 WUZ
4,1 Aa twwv P ...... hgooe, 1 4451 St. Ludt? Blvd. W
Fort
Fl- 34946 Anthony
1, Tombq III, P.E. hpoklioad this oravanvol. in any tom, it pfohMted rr00.1 the -tte. permission he. A I Ann( Im"s
WRCSRMLM . JJ5G
Truss Type
Monopitch Girder
AN HOMES / SANTA ROSA v1
A0059081
Trusses, Fort Pierce, FL 34946, truss'com
LOADING (ps, SPACING- 2-0-0 Csl.
TCLL 20.0 Plate Grip DOL 1.2525 TC 0.73
TCDL 10,0 Lumber DOL 1.25 BC 0.89
BCLL 0.0 Rep Stress Incr NO WB 0,00
BCDL 10.0 I Code FBC2017fTPI2014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek - recommends thatStabilizersand requined cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS.
lb/size) 1
462/0-8-0 (min. 0-1-8) 3
424/Mechanical Max
Horz 1
88(LC 8) Max
Uplift 1 =
236(LC 4) 3
239(LC 4) Max
Grav 1 =
462(LC 1) 3
424(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten, - All forces 250 (lb) or less except when
shown. TOP
CHORD 1-
5=-270/129 WEBS
5-
6=-258/299 NOTES-
1)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
1 16mph; TCDL=5,Opsf; BCDL=5,Opsf; h=15ft, Gat.
It; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever
left and right exposed; end vertical left exposed;
porch left exposed; Lumber DOL=1.60 plate grip
DOL=1.60 2)
This truss has been designed for a 10,0 psf bottom chord
live load nonconcurrent with any other live loads. 3) *
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 4)
Refer to girder(s) for truss to truss connections s
Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 16:24:07 2018 Page I ID:
fXMofrMaVb?Z7FFUeY3—NdzegNj-KfWZXWL8xlx6NaRl6GZTHFYyTxULOQLO?rlWjyzR5CM Dead
Load Defl. = 1/16 in DEFL.
in (loc) I/defi L/d PLATES GRIP Vert(
I-L) 0.16 3-6 >372 240 MT20 244/190 Vert(
CT) -0.19 3-6 >306 240 Horz(
CT) 0.00 1 n/a n/a Weight:
18 lb FT = 10% 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 236 lb uplift at joint
1 and 239 lb uplift at joint 3. 6)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 288 lb
down and 202 lb up at 1-4-13, and 209 lb down and 151
lb up at 3-4-13 on bottom chord. The design/
selection of such connection device(s) is the responsibility
of others. 7)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1 .25 Plate
Increase=1,25 Uniform
Loads (plf) Vert:
1-2=-60, 3-4=-20 Concentrated
Loads (lb) Vert:
7=-288(F) 8=-209(F) Mitai
mama "'A'* * VIA p *'0 "o 13 "r—, . e'er-' " 0i, va'— U'r 9 T— tq K 14 M At, en !it I N, 1'mo " A., Anthony T. Tombo 111, P E, mo—
ft.ud TO. lelH 4114W 80083 iy'+
r 1"— .9 T'-O NW- .4" 4411 5f, Lufle Blvd, N"
r 1e— , kD1 1A t0tq el in— 0 W%q A!i,wW,,A i-i .- At— IN tFon% Pirfe, H 34940 opy'#
1 C 7016 A I Post fww ArflooNy I. tomb. (11, 111 ftpo qdoIII IN,, dotIimem"timp, No. 6 P101b,ttil .'Ihoo the .""'o pe,misime Im. h I tool Ile A01hot, 1, Jo.bo It, III Z""', -
A ROSA v1
WRCSRMLMJ5L (Jack -Open At
Roof Trusses, Fort Pierce,- - FL -1--
34946,
1 - -
1 desIign@a1truss.
com 1-
1- 6--- 1 1 1
Run:
8.120 s Nov 12 2017 Print: 8.120 s A0059082
5 - -
0 - 0--------- LOADING (
psf) SPACING- 2-0-0 CS1. DEFL. in loc) Well L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1,25 TC 0.47 Vert(LL) 0.11 4-7 533 240 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) 0.06 4-7 983 240 BCLL
0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL
10.0 Code FBC2017ITP12014 Matrix -MP Weight: 17 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 5-0-0 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. WTe-
krero-m-men-d-st-h--a-t-S-t-a--b-il-iz-ers-a-n-dre-qu-ir-ed cross
bracing be installed during truss erection, in accordance
with Stabilizer -installation guide. REACTIONS. (
lb/size) 3
126/Mechanical 2
264/0-8-0 (min, 0-1-8) 4 =
65/Mechanical Max
Horz 2 =
93(LC 8) Max
Uplift 3 =
83(LC 8) 2
179(LC 8) 4
55(LC 8) Max
Grav 3 =
126(LC 1) 2 =
264(LC 1) 4
89(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten, - All forces 250 (lb) or less except when
shown. WEBS
2-
5=-188/318 NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf: BCDL=5.Opsf: h=15ft; Cat,
11; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed;
end vertical left exposed; porch left exposed;
C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1,60 plate grip DOL=
1.60 2)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads. 3) *
This truss has been designed for a live load of 20,
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 4)
Refer to girder(s) for truss to truss connections, 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 83 lb uplift at joint
3, 179 lb uplift at joint 2 and 55 lb uplift at joint 4. LOAD
CASE(S) Standard
lis,.
4 h."&wvffK I ea LOW, 1 14,44I( 0 too
0 IV F"b,qd 14-4 "'P-kilaf i,, rk NsAr<d roe, I'l, of,'I's wk lot W, A. P1 I 1W.f.
410 ON N. 1,ql 21 0 N 04.4." Who r 04 . ..... ftlk, Wtk
pttMn at Y.O. 91" W144(so"'o Aq WWA ., A-010 r— pos— ssi.11.
4 lit 1wWlt0l.-I. Idwo.sill 1 4451 St,
Lucie Blvd. 1`0,
t P*,ce, FL 34946 AnIhoisyl,lumbo
III, P.I. Rep,odolsoo of this do(ometil"is oy form, is proh,biltil s0lhoitt the watto ptwwoo hom A,l Roof Imses histloorlyLloosbollLPA.
WRCSRMLM
Truss Truss Type Q
J5P Jack -Open 4
V1
A0059083
At Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc, Fri Apr 13 16:24:09
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-G1eJxCMOTwBqcua8EgbxMgdLRIGDUKrh
5-q-7p__ ------ - - ---------
1-0-0 5-0-0
11
CSL
5-0-0
LOADING (pso S PACING 2-0-0 DEFL.-- in loc) I/defl Ud PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC 0,50 Vert(LL) 0.12 4-7 513 240 MT20 244/190
TCDL 10,0 Lumber DOL 1,25 BC 0.48 Vert(CT) 0.06 4-7 987 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 17 lb FT = 10%
LUMBER -
TOP CHORD 2x4SPNo.2
BOT CHORD 2x4 SP No,2
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
mifek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide, I
REACTIONS. (lb/size)
3 127/Mechanical
2 264/0-8-0 (min. 0-1-8)
4 = 64/Mechanical
Max Herz
2 = 104(LC 12)
Max Uplift
3 78(LC 12)
2 136(LC 8)
4 52(LC 9)
Max Grav
3 127(LC 1)
2 264(LC 1)
4 90(LC 3)
FORCES. (lb)
Max. Comp./Max, Ten, - All forces 250 (lb) or less except
whenshown.
WEBS
2-5=-191/320
NOTES-
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 porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL= 1 .60 plate grip DOL= 1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.0psf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 78 lb uplift at
joint 3, 136 lb uplift at joint 2 and 52 lb uplift at joint 4.
LOAD CASE(S)
Standard
1, ln
horsy I , TombC III, P.E. 1k,
0— , " ow"d "A* r1W tw" Rt'tr. , N;.0 0 ft W, * V d r. WO k.4' A, W KI 0 14:0 W ! Mrs .. d J44 Wt '-0, V40. .6 k..? IWZ . 0. 0 - 80083 P"'* ro.,
0 ft ko" (.f.. so'iI PWt'W'1!1 W WA., *..0% ?-11,$., 4451 St. Lucie Blvd. IW FoO
Pierce, FL 34946 opyrighlo ?016A
Ioofl.ss A t"t01boyi, lombo III, P.E.I Roof crosses- WhooI, mlio fit, PJ, Zt I" I
i— '*o ill, 11 'll I" " I" "I" A
Job Truss Truss Type
WRCSRMLM J7 Jack-Open W
A ROSA 0
truss,com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek In(
10:fXMofFMaVb?Z7FFUeY3_NdzegNi-kECi9YN1
1-0-0 7-0-0
1-0-0 7-0-0
M 11
Dead Load Defi. = 1 /8 in
7-0-0
PlateOffsetsJ2:0-34,Ed LOADIN
G (p so SPACING- 2-0-0 CS1. DEFL. in I o c) I/de R L /d PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0,99 Vert(LL) 010 5-8 819 360 MT20 244/190 TCDL
10,0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.24 5-8 350 240 BCLL
0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n1a BCDL
10,0 Code F BC2017fTP12014 Matnx-MP Wind(LL) 0.23 5-8 356 240 Weight: 26 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No,2 BOT
CHORD 2x4 SP No.2 SLIDER
Left
2x4 SP No.3 1-6-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied. BOT
CHORD Rigid
ceiling directly applied or 6-6-12 oc bracing. Mit
ek recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with, Stabilizer Installation guide. REACTIONS. (
lb/size) 4
183/Mechanical 2 =
342/0-3-8 (min. 0-1-8) 5
90/Mechanical Max
Herz 2 =
156(LC 12) Max
Uplift 4 =
133(LC 12) 2
92(1_C 12) Max
Grav 4
183(LC 1) 2
342(LC 1) 5
128(LC 3) FORCES. (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOR
CHORD 2-
7=-665/117, 3-7=-518/27 BOT
CHORD 6-
8=-633/316 WEBS
8-
9=-1 18/418, 7-9=-268/389, 2-
9=-1 12/504, 6-9=-2391433, 3-9=-91/406 NOTES- (
6) 1)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
I 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=0,18: MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end verticai 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 nonconctirrent 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 133 lb uplift at joint
4 and 92 Ih uplift at joint 2. 6)
WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER (-BUYER") ACKNOWLEDGEMENT"
form. LOAD
CASES) Standard
ou'
r mpw, Anttiony T. Tombo 111, ',) E, Wam0VTG- tv . I." " 1k. 0 N I— U Qw ',uErr.Nrkeadagkq.,. r. ;Wo 0 to Vq * C W kWo k0oq ;k 0 (41 0 14 W W ! Nit a,r 0 %, h", wi4q k.4A 'ww, OMM. as 1,-q at " "-raAAO 0 17 W83 4451 St,
Lucie Blvd. NOaxa N,
qk 10 N r0o; 4 4. . N, F*_ 0 . Aq V ,Vl** I- o, . W.4 ro M I Fofl: P;erce, FL 34946 1,41hoey
1, Tomh ill, P4. IttioDdii(lio. of 11eq tocomm..0 40y lvw . poh.lided ithoyl the wim Feunmoo. hom A, 111001 Times Zt
WkSRMLM M05G
Roof Trusses, Fort Pierce, FL 34946,
0- 5-0-0 4-
Truss Type Qty Ply RY1
Hip Girder 1
J . ...... I _ lJob F
truss,corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov Q
ID:fXMofrMaVb?Z7FFUeY3-Ndze
1 3-1 1-4 18-4-0 21
4-4-12 4 4-4-12 -- 3-4-0
I 4-4-12 4-
4x8
S / SANTA ROSA v1
A0059085
Itio a
Industries, Inc. Fri Apr 1316:24:12 2018 Page
HmraPTMJjvp9e_lFnAyBXhSV796?HOAzR5C
4-6-8 5-0-0 1-0-
Dead Load Deft, = 3/16 in
24 26
23
43 22 44 45 46 21 47 20 48 1949 50 18 51 17 52 16 53 54 15 55 56 14
29 27
M =
1.5x4 11 3x4 -
4x10-- 3x6-- 6X6 --: 1.5x4 11 34 5x8 -- 3x4 --- 1.5x4 11 3X6 ---
5-0-0 9-6-8 13-11-4 18-4-0 21-8-0 26-0-12 30-5-8' 4-----140-0-0 I'll 1--i
5-0-0 4-6-8 4-4-12 1 4-4-124-4-12 4-4-12 4-6-8 5-0-0
Plate Offset:3 (X,Y [l5:0-3-8,ft-_2-0J, [7:0-3-0, Edge], [11:0-5-8,0-2-81, J16:10101 1-
3-0,-2-121, 121:0-2-8,0-1-121_ I -
11 , LOADING (
ps 0 SPADING- 2,"- CS-1. DEFL. in (loc) I/defl Lld PLATES GRIP TCLL
20.0 Plate Grip Et 1.25 TC 0.79 Vert(LL) 0.34 15-16 770 240 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 034 15-16 758 240 BCLL
0.0 Rep Stress Incr NO j WEI 0.97 Horz(CT) 0.07 12 n/a n/a BCDL
10.0 Code FBC2017fTP12014 Matrix -MS Weight: 185 tb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 *Except* T2,
T3: 2x4 SP M 30 BOTCHORO
2x4 SP No.2 WEBS
2x4 SP No.3 *Except* W2:
2x4 SP No.2 OTHERS
2x4 SP No,3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-1-13 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 2-10-0 oc bracing. M
I
i
I
Tek
recommendsI I
I I - that
Stabilizers "I
and
required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2
877/0-8-0 (min. 0-1-8) 19 =
3398/0-8-0 (min, 0-4-0) 12
116010-8-0 (min. 0-1-8) Max
Horz 2
32(LC 4) Max
Uplift 2 =
478(LC 4) 19
2262(LC 4) 12
839(LC 5) Max
Grav 2 =
880(LC 19) 19 =
3398(LC 1) 12
11 62(LC 20) FORCES. (
Ib) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORE) 2-
25=-6561352, 3-25=-1988/1175, 3-
30=-1632/967, 30-31=-1632/967, 4-
31=-1632/967, 4-32=-3041271, 32-
33=-304/271, 5-33=-3041271, 5-
34=-304/271, 34-35=-304/271, 6-
35=-304/271, 6-7=-2331/3504, 7-
36=-2331/3504, 8-36=-2331/3504, 8-
37=-2086/1613, 37-38=-2086/1613, 9-
38=-208611613, 9-39=-208611613, 39-40=-208611613, 10-
40=-2086/1613, 10-41=-3188,'2366,
41-42=-3188/2366, Continued on oacie 2
TOP CHORD 2-25=-
656/352,
3-25=-1988/1175, 3-30=-1632/967,
30-31 =-16321967, 4-31 =- 1632/967,
4-32=-304/27 1, 32-33=-304/271,
5-33=-304/271, 5-34=-304/271,
34-35=-304/271, 6-35=-304/271,
6-7=-2331/3504, 7-36=-2331/3504,
8-36=-2331/3504, 8-37=-2086/1613,
37-38=-2086/1613, 9-38=-2086/1613,
9-39=-208611613, 39-40=-208611613, 10-
40=-2086/1613, 10-41=-3188/2366,
4142=-3188/2366, 1 1-42=-3188/
2366, 11-28=-2855/2052, 12-28=-914/642
BOT CHORD 24-26=-
331/591,
23-26=-1085/1859, 2343=-1099/1881, 4344=-
1099/1881, 2244=-1099/1881, 22-
45=-915/1632, 45-46=-915/1632,
21-46=-915/1632, 21-47=-3504/2403,
20-47=-3504/2403, 20-48=-3504/2403,
19-48=-3504/2403, 19-49=-601/388,
49-50=-601/388, 1 8-50=-6011388,
18-51 =-601/388, 17-51=-601 /388,
17-52=-601 /388, 16-52=-601/388,
16-53=-2274/3188, 53-54=-2274/3188,
15-54=-2274/3188, 15-55=-1896/2701,
55-56=-1896/2701, 14-56=-1896/2701,
14-29=-1877/2679, 27-29=-577/826
WEBS 3-23=-1651347,
3-
22=-274/223, 4-22=-1 92/
370, 4-21 =-2006/1305, 5-21 =-376/235,
6-21 =-2174/3484, 6-19=-1687/1059,
8-19=-3260/2312, 8-16=-1999/2864,
9-16=-412/260, 10-16=-1 187/
807, 11-15=-414/589, 11-14=-217/345,
2-24=-5051295, 24-25=-607/329,
2-26=-310/552, 12-27=-650/473,
28-29=-275/217, 27-28=-846/600,
12-29=-532/769 NOTES- (9) 1) Unbalanced
roof live
loads have been considered for this design, 3
V 4; 6
2) Wind:
ASCE
7-
10; Vult= 1 50mph (3-second gust) Vasd=1 16mph; TCOL=
5.Opsf; BCDL=5,Opsf; h=1 5ft; Cat. 11; Exp C;
End., GCpi=0.18; MWFRS (envelope); cantilever left and right
exposed; end vertical left exposed; porch right exposed;
Lumber DOL=1.60 plate grip DOL=1.
60 3) Provide adequate drainage
to prevent water ponding. 4) This truss
has
been designed for a 10.0 psf bottom chord live load nonconcurrent
with any other live loads. 5) * This truss
has
been designed for a live load of 20.0psf 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 478 lb uplift at joint 2, 2262 lb
uplift at joint 19 and 839 lb uplift at joint 12, 7) Hanger(s)
or
other connection device(s) shall be provided sufficient to support
concentrated load(s) 208 lb down and 223
lb up at 5-0-0, 67 lb down and 95 lb up at 7-0-
12, 67 lb down and 95 lb up at 9-0-12, 67 lb down and 95 lb
up at 11-0-12, 67 lb down and 95 lb up at 13-0-
12, 67 lb down and 95 lb up at 15-0-12, 67 lb down and 95
lb up at 17-0-12, 67 lb down and 95 lb up at 19-0-
12, 67 lb down and 95 lb up at 20-11-4, 67 lb down and 95
lb up at 22-11-4, 67 lb down and 95 lb up at 24-11-
4, 67 lb down and 95 lb up at 26-114, 67 lb down and 95
lb up at 28-11-4, 67 lb down and 95 lb up at 30-114,
and 67 lb down and 95 lb up at 32-11-4, and
208 lb down and 223 lb up at 35-0-0 on top chord, and 120
lb down and 187 lb up at 5-0-0, 49 lb down and 76
lb up at 7-0-12, 49 lb down and 76 lb up at 9-0-
12, 49 lb down and 76 lb up at 11 -0-12, 49 lb down and 76
lb up at 13-0-12, 49 lb down and 76 lb up at 15-0-
12, 49 lb down and 76 lb up at 17-0-12, 49 lb down and 76
lb up at 19-0-12, 49 lb down and 76 lb up at 20-11-
4, 49 lb down and 76 lb up at 22-114, 49 lb down and 76
lb up at 24-114, 49 lb down and 76 lb up at 26-114,
49 lb down and 76 lb up at 28-114, 49 lb down and 76
lb up at 30-11-4, and 49 lb down and 76 lb up at
32-11-4, and 120 lb down and 187 lb up at 34-11-4 on
bottom chord. The design/selection of such connection device(s)
is the responsibility of others. 41 W., P'
00
Too
Mp p'"' 4 " S-'"'
wro* '0' F." "14 V TOD *1 IN Anthony T. Tombo M, P1 0-', Witn 0 N
Rt 1, V" .1 *1 WO k'*' -W .9 fm 1 0 %, TOO.A." Mn-t N W*pt .0 k..J tiWP W N ellv.414. 0 z 80083 4451 St, Lucie Blvd,
Fort Tierce, FL 34946
JrpfohaiQ4 of 0o duume.
1, i4 4.Y Wor, rs P'O'hoed ithowl the ntitA p(mmin hom A I goal Ns", korhopyl,lombuill'PA,
Job truss truss type Qty Ply RYAN HOMES I SANTA ROSA v1
WRCSRMLM M05G Hip Girder 1 1 A00590851
Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nc
ID:fXMofrMaVb?Z7FFUeY3_1
NOTES- (9)
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B),
9) WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-11 =-60, 11-13=-60, 24-27=-20
Concentrated Loads (lb)
Vert: 3=-161 (B) 7=-66(B) 11 =-I 61 (B) 23=-1 16(B) 14=-
1 16(B) 30=-66(B) 31 =-66(B) 32=-66(6) 33=-66(B) 34=-
66(B) 35=-66(B) 36=-66(B) 37=-66(B) 38=-66(B) 39=-
66(B) 40=-66(B) 41 =-66(B) 42=-66(B) 43=45(B) 44=
45(B) 45=45(B) 46=-45(B) 47=-45(B) 48=45(B) 49=-
45(B) 50=45(B) 51 =-45(B) 52=-45(B) 53=45(B) 54=-
45(8) 55=45(B) 56=45(B) 41
Wcist
0,
0 N p*,-0 .4-1.111"140, 4'IW 1 r, q k .0m 4., to a W, *' W1 1N, Ovr w los'"'.PAn' hony T. Tombo it:, P.E. A 0
V; ts W4.1 (' Itt 'vWWs,' AM !.. k t14 Wit, o"ttw .;* ;sow 0 14 Iff of jv so * 1'. k.*4 A, .4 [A 1 1, 4rot. 0 k W.4 ! I.M.-f N !."' .1." k". m w .,490. Mek..q 'W the ""'Aoj 0 s.30083 4,451 St.
tucie Blvd. W Porce, R
34946 opyrighl (0 7M
A I toot Inints Anthony l, 1.04 111, P.L Rep(06(fi.0 of this 10(voetrit"A otq tots, i, ptoh'Wed .4091 the -itto ptwwo. hom A I Roof Innsel WNNYI'10401101
Job 'Truss Trus
WRCSRMLM M06 Hip
A0059086
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 13 16:24:13 2018 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-9ptqnZPvX8iG5VuvTWgtWWoyVMX—Qx7GOmlqwczR5CG
7-0-0
i..
12-8-14 18-4-0 1 1 1 ,,, , , - _337979_ - - 40-0-0
5-7-2 7-3-2 7-4-14 7-0-0 1-0- 5-8-14 01
4.00 [ 12 5x6
3x4
4x8 -- 3X6 == 1,5x4 11
A 5 A 7
5x8 --
Dead Load Defl. = 1/4 in
14
13
12 11
22 201719
16 is
6x6
11
3x6 —
3x4
3X6 _
302 1.5x4
3X6
3X6
18-4-0
LOADING (ps" SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 031 14-16 719 360
TCOL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0,6014-16 366 240
BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.03 9 We n/a
BCDL 110.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.28 11-22 936 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-4-2 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 3-6-9 oc bracing,
WEBS
1 Row at micipt 4-14. 5-12
mifo recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance -with Stabilizer Installation guide,
REACTIONS. (lb/size)
2 622/0-8-0 (min, 0-1-8)
14 = 1917/0-8-0 (min. 0-2-4)
9 781/0-8-0 (min. 0-1-8)
Max Horz
2 43(LC 12)
Max Uplift
2 185(LC 8)
14 = 931(LC 8)
9 = 561(LC 9)
Max Grav
2 630(LC 23)
14 = 1917(LC 1)
9 = 788(LC 24)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-18=-402/146, 3-18=-10811334,
3-4=-970/367, 4-5=-1064/1155,
5-6=-1044/1628, 6-7=-1044/1628,
7-8=-1044/1628, 8-21 =-1541/2028,
9-21=-549/744
BOTCHORD
17-19=- 123/371, 16-19=- 188/972,
15-16=-83/335, 14-15=-83/335,
13-14=1 15511251, 12-13=-115511251, 1111 2=-1 83511434, 11-22=-
1812/1422, 20-22=-665/502 WEBS 4-16=-
4061739, 4-14=- 155711137,
WEBS
4-16=-406/739, 4-14=-
1557/
1137, 5-14=-1103/1241, 5-12=-2827/2271,
7-12=-475/407, 8-12=-431/41 1,
8-11 =-370/322, 2-17=-387/285, 17-
18=-376/145, 2-19=-121/351, 9-
20=-465/627, 20-21=-511/690, 9-
22=-615/470 NOTES- (7) 1) Unbalanced roof
live loads have been
considered for
this design. 2) Wind: ASCE 7-10; Vult-
1 50mph (3-
second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=
15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (
envelope) and C-C Exterior(2) zone; cantilever left and
right exposed ; end vertical left exposed; porch right exposed;C-
C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=
1.60 3) Provide adequate drainage to prevent
water ponding. 4)
This truss has been designed for a
10.
0 psf bottom chord live load 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 185 lb uplift
at joint 2, 931 lb uplift at joint 14 and
561 lb uplift at joint 9. 7) WARNING - Please thoroughly review the "A-1
ROOF
TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER-) ACKNOWLEDGEMENT"
form. LOAD CASE(S) Standard
PLATES GRIP MT20
244/190
Weight: 175 lb
FT =
10% ZL
Anthony T. Tombo
J!, P.E. 4451 St,
Lucie Blvd, Fo(t Pierce, FL34946
I" fop hiploducion of
flin 40(umw'-,p f0m,
is
pohibittil vthoul 11it -"a Pew"= lion A I Roof Irme,
Jmim H bws isMtk -ROS-A vl--- Job- Truss Type y
A0059087WRCSRfM07Hip
Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s
ID:fXMofrMaVb?Z7FFUeY3-
M-0 13-8-14 18-4-0 24-7-2
5X6
4,00112 3x4
4x4 3x6 1.5x4 11
3 A 5 A 7
6x8
8
16:24:13 2018 Page 1
4QzUGOmlqwr,zR5CC-
A V Q_p
1-0-0
Dead Load Deft, = 1/4 in
17 19
16
15
14 13 11
U4 - 6x6
12 22 20
3X6 - M --
08
M
1.5x4 k
3x6
9-0710 ..... .... .... .. 8-47Q -9-0 49-0-0
9-0-0 9-4-0 9-0-0
blnt m niwcmo lyvt__ -
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 030 Vert(LL) 0.58 11-22 448 240
TCDL 10.0 Lumber DOL 125 BC 1.00 Vert(CT) 0.46 11-22 568 240
BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0,02 9 n/a n/a
BCDL 10.0 Code FBC2017[TP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2,T3: 2x4 SP No.2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-15 cc
purfins.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 5-13
MIT e-k recommendss "
I
that
I
Stabilizers
I I I
and required
cross bracing be installed during truss erection, in
accordance, with Stabilizer, Installation guide.
REACTIONS. (lb/size)
2 61310-8-0 (min. 0-1-8)
14 = 1933/0-8-0 (min. 0-2-5)
9 774/0-8-0 (min. 0-1-8)
Max Herz
2 = 53(LC 12)
Max Uplift
2 = 182(LC 8)
14 926(LC 8)
9 560(LC 9)
Max Grav
2 628(LC 23)
14 = 1933(LC 1)
9 = 785(LC 24)
FORCES. (lb)
Max, Comp./Max. Ten, - All forces 250 (lb) or less except
when shown,
TOP CHORD
2-18=-418/137, 3-18=-835/231,
3A=-730/286, 4-5=-851/1002,
5-6=-609/1056, 6-7=-60911056,
7-8=-609/1056, 8-21 =-1 321/1746,
9-21 =-577t792
BOT CHORD
17-19=- 122/357, 16-19=- 144/739,
15-16=-56/373,14-15=-56/373,
13-14=- 100211083, 12-13=- 1542/12 10,
11 - 1 2=- 154 2/1210, 11-22=- 1521/1199,
20-22=-646/489
BOT CHORD LOAD CASE(S)
17-19=-122/357,16-19=-144/739, Standard 15-
16=-56/373, 14-15=-56/373, 13-
14=-1002/1083, 12-13=-1542/1210, 11 - 1 2=-
1542/1210, 11-22=-1 521/1199, 20-22=-646/
489 WEBS 3-16=-
203/
334, 4-16=-498/807, 4-14=-1215/
852, 5-14=-1105/1244, 5-13=-2112/1727, 7-
13=-404/326, 8-13=-691/796, 8-
11 =-434/358, 2-17=-403/298, 18-
19=-245/380, 17-18=-323/120, 2-
19=- 126/338, 9-20=-490/659, 21-
22=-273/269, 20-21=-4441603, 9-22=-
598/460 NOTES- (7) 1) Unbalanced roof
live loads
have been considered for this design. 2) Wind:
ASCE 7-10;
Vult=150mph (3-second gust) Vasd=1 16mph; TCDL=5,
Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)
zone; cantilever left and right exposed; end vertical left exposed;
porch right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL= 1 -
60 plate grip DOL=1.60 3) Provide
adequate drainage to
prevent water ponding. 4) This truss has
been
designed for a 10.0 psf bottom chord live load 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 182 lb uplift at joint 2, 926 lb uplift
at joint 14 and 560 lb uplift at joint 9, 7) WARNING - Please thoroughly
review
the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT" form.
PLATES GRIP MT20
244/190
Weight: 175
In FT =11
0% bfw . k Too w Tot
I '* 0,r A,.", W.; vo., '00*r AnIhiny T. lomba H!, P1, a.uaauE Les 7! todFkW" it"t. . N a I. W" or -'r, #dto 10 F.O.F ,* of R 1 11 wv.cf IWA W to 1" 9 to T- 0" k9#4 wqk .40#. .0 o.N Af 0 0 r 80083 t.',o, 4451 St. Lucie
Blvd,
ot Fort Pl orce, Fi,
34946
101py6thl 0 2016 A ItoolMosses- hlhuy 1, lombrr III, P.E. Plitducliop ofilt'i dweent. to 04y lor."i prohibited vrilhoul thecaneapetmlssianhamAltootTimes-Aotbony 1. Lembo til, P.F.
TRiss Type SA v1
WRCSRMLM M0 8 Hip
A0059088J.b Reference (9piiopqfj
AlRoofTrusses, -Fort Pierce, FL 34946, design@altruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mifek Industries, Inc. I'd Apr 13 16:24:14 2018 Page ID:
fXMofrMaVb?Z7FFUeY3_NdzegNj-d?RC?vQXISq7jfT50EB63iK6Amsp9OfQdQUOS2zR5( 18-
4-0 23-7-2 29,-Q-0 33-5-5 4 - 0-0-0 I---- ....... . .. .
i- 1-
0-6 6-6-11 4-5-5 7-4-0 5-3-2 5-4-14 4-5-5 6-6-11 1-0-it 30
5x6
U6
4,
00112 5
U4
x6
1
8 Dead
Load Deft. = 3/8 in 17
19 16 15 14 13
12
22 20 3x6
U6 6x6
3x6
3x8
3x6 --- 3x10 -
BE
18-
4-0 LOADING (
pso SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.31 16-19 717 360 TCDL
10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.66 16-19 331 240 BCLL
0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.02 10 n/a n/a BCDL
10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.54 12-22 485 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 *Except* B3:
2x4 SP M 30 WEBS
2x4 SP No3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 4-11-12 oc bracing. WEBS
1
Row at midpt 6-16,7-14 FAITek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with 'Stabilizer Installation _guide,, REACTIONS. (
lb/size) 2 =
572/0-8-0 (min. 0-1-8) 14
2008/0-8-0 (min. 0-2-6) 10
739/0-8-0 (min. 0-1-8) Max
Herz 2 =
64(LC 12) Max
Uplift 2
1 74(LC 12) 14 =
955(LC 8) 10
543(LC 9) Max
Grav 2
608(LC 23) 14
2008(LC 1) 10 =
768(LC 24) FORCES. (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
18=-413/118, 3-18=-9531312, 34=-
445/111, 4-5=-365/125, 5-
6=-365/125, 6-7=-833/994, 7-
8=-856/1324, 8-9=-956/1354, 9-
21=-1458/1841, 10-21=-553/747 BOT
CHORD 17-
19=- 1101348, 16-19=-286/884, 15-
16=-99411111, 14-15=-994/1 111, 12-
22=-1665/1359, 20-22=-692/530 WEBS 3-
16=-
563/532, 4-16=-218/325, WEBS 3-
16=-
563/532, 4-16=-218/325, 6-16=-
88911408, 6-14=-10771792, 7-14---1343/
1556, 7-12=-1080/816, 9-12=-554/683,
2-17=-346/257, 18-19=0/343,
17-18=-374/120, 2-19=-108/319,
10-20=-428/570, 20-21 =-508/683, 10-
22=-515/403 NOTES- (7) 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=15ft Cat, 11; Exp C; Encl.,
GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)
zone; cantilever left and right exposed; end vertical left exposed,
porch right exposed:C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.
60 plate grip DOL=1.60 3) Provide
adequate drainage to
prevent water pending. 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 174 lb uplift at joint 2, 955 lb uplift
at joint 14 and 543 lb uplift at joint 10. 7) WARNING - Please thoroughly
review
the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard PLATES
GRIP MT20 244/
190
Weight: 1841b
FT=10% Q
1a " 104 45 0.
1 4onp fteie,e to- *:,W, f'V-; %, .9 . W 11111 ep.w, . s 'W' 0 on rowi.0'er—q rtymligerb ft Wr q N,O, t,,, t1r114 11 W TDO .11 we MI :i, tllp —.0m 4ON ,W- 100" Mlhciny T. lDmbo ill, P.E. ow"* WA tdem ih,'rw .
u':W. 0 N K * T .4 a, 1.0 i.4n* W M i I, 'A 1. 100 Wi.—I a I 1,04W Z $0083 4451 St, Lucie Blvd, Fort
Peicc, FL 34946 ktri'
04.60P of 1h'
i fotm"s p1*1in04 rAwvf the Pow o0omALloofIrmes
job Truss TrssTyp. 10ty Ply kYAN- k6MES /- SANTA'RIZISAV1
WRCSRMLM Vol Valley I l AO 059089
I - -_ --- - ' - _ _ _ - -_ '
8.1202-0
11-Job R!!Tqpe-f9pt q!l-!)I
At Roof Trusses Fort Pierce, FL 34946, design@altruss.com Run: 81 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr IS 16:24:15 2018 Page
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-5B?bCFR93my_Kp2laxiLcxtS8AMhu2KZr4Ex?VzR5C
3-1-3 61-21-6
3-14- 3-1-3
30
5,0011
c;
BI
2x4 -5 2x4 -
0--T- to_
9- -10 _ 6-1-13
Plate Offsets get-_
LOADING (p sf) SPACING- 2-0-0 C S 1. DEFL. in (loc) I/d eft L /d PLATES GRIP
TCLL 20.0 Plate Grip DOL 125 TC 0.17 Vert(LL) Was n/a 999 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a n/a 999
BCLL 0,0 Rep Stress Incr YES WEI 0.00 Hor7(CT) 0,00 3 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight: 17 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purtins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Wtek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance 'with, Stabilizer, Installation guide.
REACTIONS. (lb/size)
1 188/6-1-3 (min. 0-1-8)
3 188/6-1-3 (min. 0-1-8)
Max Herz
1 18(LC 12)
Max Uplift
1 54(LC 12)
3 54(LC 13)
Max Grav
1 = 188(LC 1)
3 188(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-2031281. 2-3=-203/281
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
CaL 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;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 54 lb uplift at
joint 1 and 54 lb uplift at joint 3.
LOAD CASE(S)
Standard
p.,—m W'.4 .4, t, N' 4" Nov A9%. i Jh' W, t Wf
W
r. "fsriw'
MIwo
ist'sws;
C., -'
fqsm.'
s 1" r*".4 M-4 "'F."Otsw *hsioi$ "I I,#, WNW, *114, lv,Ihlst. Aitfiony T, Tombo M, P,E. 0N' is., W ts,' kv'" w4'14"")o 1110 '_ ht 0.." oui"t "."k. 1'*4 0""". . ri, 1~ v* ir h IV or,% bt sl wifitil `OWN 80083 tsi
eess. Ouisw4- II.P "so—, his !."' *.4w— "h" 4451 st Lucie Blvd Foi'
Pieirv, ',I _4946 Zt1(`
o'
Py'#t?V6klh0ffrm kokay[Awlstlkpy' ItliAt"Is" of lh's dmwet, story lssfmy s pish't0d .4041 to Wissis, psemiui<m fig. 4 1 Roof Imssm Antkoop 1. tawkm EA, P.E.
JANUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL HIP / KING JACK CONNECTION I STDTL01
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
i B C up to 110 MeanR!!f Heii
and Exposure D up to 30' Mean Roof Height.
Attach End Jack's
w/ (4) 16d Toe Nails @ TC
3) 16d Toe Nails @ BC
Attach King Jack w/ (3) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
ttach Corner Jack's
r/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
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FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
ALTERNATE DIAGONAL BRACING TQ THE BQTTQM CHORD
I'-3'MAX.
DIAG. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS,
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES B
24' D.C.
2X6 DIAGONAL BRACE SPACED 48'
D.C. ATTACHED TO VERTICAL WITH
4) - lGd 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) - I0d COMMON WIRE NAILS.
END WALL CEILING SHEATHING
BRACINQ REQUIREMENT5 FQR 5TRUCTURALA TEU55E5
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE, SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS,
VERTICALNAILINGSCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-9B, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131'
X 3') NAILS SPACED 6' O.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
J31'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM).
ABLESTRUCTURALRUSGABLETRUSS
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE I ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED /
STUDS. TRUSSES WITHOUT INLAYED
S ARE NOT ADDRESSED HERE. /
STANDARD GABLE
SS /
URAL
TRUSS
an in
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
DULY 17, 2017
STANDARD PIGGYBACK TRUSSI /'%nKlKlC:(`rinKl nC:-rA[l
STDTL04I
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: I'
ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.C. OR LESS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' OZJ 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 LB& 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.
Anl,ony T. Tomlo :111, P.F.
451 st kxie Blvd For,
Pltlfce_FL 3446
JULY 17,2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTLG5
A-1 ROOF TRUSSES
4481 ST I t W-IF R1 Vn
FOI
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS WO.C.
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W1 TWO USP
WS45 (1/4" X 4.5-) WOOD SCREWS
INTO EACH BASE TRUSS.
Ifflual W.,
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 6112
CATERGORY 11 BUILDING
EXPOSURE
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24" O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
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A4 Root Tfusm ph'.1od .0"I the 4gm 0 40 Imen A'Ap"I'Ismtvnl P4,
Rn P ctce, F', 4946
FEBRUARY 5, 20-18 1 TRUSSED VALLEY SET DETAIL
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-4W1010
SECURE VALLEY TRUSS
W/ ONE ROW OF 1 Od
NAILS 6" Q.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS3 (114- X 3-) WOOD SCREWS
INTO EACH BASE TRUSS,
DETAIL A
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
STDTI-06
I NAIL SIZE = 3' X 0. 131" = 10d
2 WOOD SCREW = 3WS3 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.
6. NAILING DONE PER NDS - 01,
7, VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24"O.C, (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES,
Apt;1fQF,v I (onto) I'l, P.E.
ulkift—VA64:WW"
ucle
Fo'l FL 34946
crofoO WkA jtq%Vtw '440)1 TfvW9'Vf' I fnt ws koka fl Imtlom PJ
JULY 17, 2017
I Iu . I ...)L— "I_ /—%II- I
HIGH WIND VELOQ ITY} A-
1 ROOF TRUSSES 4451
ST. LUCIE BLVD. FORT
PIERCE, FL 34946 772-
409-1010 ATTAC
WIND
DESIGN PER ASCE 7.98, ASCE 74 WIND
DESIGN PER ASCE 7-10: 170 MPF MAX
MEAN ROOF HEIGHT - 30 FEET CATERGORY
II BUILDING EXPOSURE
B OR C WIND
DURATION OF LOAD INCREASE:' MAX
TOP CHORD TOTAL LOAD = 50 PSI MAX
SPACING = 24" O.C. (BASE AND VA SUPPORTING
TRUSSES DIRECTLY UNG— —111 r . emu, — - — r o1 DESIGNED
WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED TOP
CHORDS. NOTES:
1.
SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2.
THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR
BEVELED BOTTOM CHORD,
CLIP MAY BE APPLIED TO
EITHER FACE. rCLIP
MAY BE APPLIED TO
THIS FACE UP TO NON -
BEVELED I
MAXIMUM 6/12 P ITA NOWBEVELED
BOTTOM
CHORD
BOTTOM CHORD a o
CLIP MUST
BE APPLIED TO THIS FACE
WHEN PITCH EXCEEDS 6112 (
MAXIMUM 12112 PITCH)
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13
FEBRUA0 17,2017
A
A-1 ROOF TRUSSES
4451 ST_ LUCIE BLVD.
FORT PIERCE, FL 34W
7724109-1010
STANDARD GABLE END DETAIL
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/lOd NAILS, 6' O.C.
VERT
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
STDTL08
VERTICAL r 2X6 SP OR SPF
STUD
1^
2 DIAGONAL
BRACE
4) - 16d
NAILS 16d NAILS
SPACED 6' Q.C.
2) lOd NAILS
INTO 2X6 2X6 SP OR
SPF #2
2X4 SP OR
SPF #2 TYPICAL HORIZONTAL
BRACE NAILED TO
2X4 VERTICALS
SECTION A -A W/(4) - 10d NAILS
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) Bd NAILS MINIMUM, ROOF
3X4= PLYWOOD SHEATHING TD r SHEATHING
B 2X4 STD SPF BLOCK
Vill
DIAGONAL BRACING klcL - BRACING REFER
v
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 10d
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX, f NANAILS
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY, CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. TRUSSES B 24' O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT4'-0'Of.
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 v SPACED 48' O.C. ATTACHED
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) -
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED
7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) -
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES.
DIAG. BRACE 10d NAILS.
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE
AT 1/3 POINTS
TRUSSES.
IF NEEDED
10. 10d AND 16d NAILS ARE 0.131'X3D' 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.
END WALL
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
2) DIAGONAL
BRACES
1!3 POINTS
MAXIMUM STUD LENGTH
2X4SP#31STUD 12'O.C. 3.8-10 1 5-6-11 6-6-11 11-1-13
2X4 SP #3 t STUD 16" O.C. 3-3-10 4-9.12 6-6.11 9-10-15
2X4 SP #31 STUD 24" O.C. 2-8-6 3-11-3 5-4.12 8-1-2
2X4 SP #2 12" O.C. 3.10-15 5.6-11 6.6-11 11.8-14
2X4 SP #2 16' O.C. 3.6-11 4-9-12 6.6-11 1018.0
2X4 SP#2 24" O.C. 3.1-4 3.11-3 6-2-9 9-3.13
DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH 10d NAILS 6. O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
90% OF IAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE : 1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
FEBRUARY 17, 2017 I T-
WITH 2?CI ACE QN Y
DETAIL I STDTL09
NOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO
CONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6" O.C.
NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
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 [-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
r A
SECTION DETAILS
NAILS
WEB
FEBRUAP,Y 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
rr.._____........ _. __.. TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34346 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d
TO TOP CHORD NAILS (0.131' X 31) NAILS (0.131' X 3'). ATTACH TO VERTICAL
NAILS (0131WITH (
3)X-
3 ) BLOCKING
BEHIND THE VERTICAL WEB
IS RECOMMENDED WHILE NAILING
THE STRONGBACK ATTACH
2X4 VERTICAL TO
FACE OF TRUSS. FASTEN
TO TOP AND BOTTOM
CHORD WITH 2) -
10d NAILS (0131' X
3') IN EACH CHORD ATTACH
TO CHORD WITH (
2) #12 X 3' WOOD
SCREWS 0216'
DIA.) USE
METAL FRAMING J 4 ATTACH TO VERTICAL Z-ATTACH TO VERTICAL '-INSERT SCREW THROUGH ANCHOR
TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO TO
BOTTOM CHORD NAILS (0131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (DO NOT USE
DRYWALL TYPE SCREWS) TRUSS
2X6 4' - STRONGBACK (
TYPICAL y
WALL SPLICE) (
BY OTHERS) THE
STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED
BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED
ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY
SPACED. ALTERNATE
METHOD OF SPLICING: OVERLAP
STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d
NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN
STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING
BY
OTHERS)
FEBRUARY 17, 2017 LATERAL TOE -NAIL DETAIL I STDTL11 •
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE. FL 34946
772.409-1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45• WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO 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.
TBE-NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SIR OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
a.135 93.5 85.6 74.2 72.6 63.4
J
6.4 84.5 73.8
Ki
128 74.2 67.9 58.9 57.6 50.3
t Z0J 131 75.9 69.5 60.3 59.0 51.1
n 148 81.4 74.5 64.6 63.2 52.5
N
M
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 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
3(r TO 60•
45.00'
ANGLE MAY
VARY FROM
30• TO 60'
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE ENO DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
0°
FEBRUAR'r 17, 2017 I UPLIFT TOE -NAIL DETAIL I STDTL12
A' I ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
Lo
131 59 46 32 30 20z
0
1
135 60 48 33 30 20
m
162 72 i 58 39 25
m 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
u')
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
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER ENO AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 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 (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR 51
ITA
TOP PLATE
OF WALL
IVIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
L
NAIL
NAIL
SIDE VIEW END VIEW
FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTL13
A-1 ROOF TRUSSES
4451 ST . LUCIE SLVD. FORT
PIERCE, FL 34946 772A09-
1010 1.
0 X 4 2x2
NAILER ATTACHMENT GENERAL
SPECIFICATIONS MAX
LOAD: 55 psf Roof Load, 170 mph, ASCE 7-
10, 29'-0" Mean Height, Exp. B, C or D.
b
TYPICAL ALTERNATE BRACING DETAIL
April 11, 2016 STDTL14
FO EXTERIOR FLAT GIRDER TRUSS
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES
4) 12d
MAX 3011(21-6")
2x6 #2 SP (Both Faces)
2411 O.C.
mflu
AIthlwly I I omt)o HI, P.F.
IN . ll—WIO—l.t,---W((111-4,,wwk.,,o* r L'Oe W'di0, "'Zce- FL 34916
1 k.f b ..... &*.y I P.E.P t -11.,—honeP"— hA 1.0 444o' 1 F-40P, ?J z
FEBRUARY 17, 2017
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
STDTLl 5DAMAGEDORMISSINGCHORDSPLICEPLATES
A
TOTAL NUMBER MAXIMUM FORCE (LBS) 157 LOAD DURATION
OF NAILS EACH X
Asom
woo" SIDE OF BREAK (INCHES) SID OF SPF HIF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187
o"'m
war I 1
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
1
38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767
66 W 3657 5485 33 5019 2829 4243 2898 43471
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X— SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' O.C, AS SHOWN (.131' OIA. 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
BREAK
IDd NAILS NEAR SIDE
TRUSS CONFIGURATION10dNAILSFARSIDE
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
X' MIN
6' MIN
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
L THIS REPAIR DETAIL 15 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.
1 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.
44
I 'FEBRUARY 17,2017 1 SCAB APPLIED OVERHANGS I STDTL1 6 1
j
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 115
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
ENO BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' 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.
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
llilm;lum
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
1, 0"
HATCH LEGEND
X",
8'- 0' A.F.F.
8'- 8" ATR
18' - 17/' $" A. F F.'
NOTE: Trusses are designed for SHINGLE material.
Notify truss manufacturer if material is other than shingle.
Efori—tal I> 350#)
041
NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
t -; 1 - LEDGER CONNECTIONS BY BUILDER ': -.
UNLESS NOTED OTHERWISE) j2
NOTE: ALL CEILING DROPS BELOW SEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE) E T
NOTE THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW
TRUSS I.D. AND TRUSS LOCATION OAJff.
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. r a
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS A- -.z G_
FOR GRAVITY AND UPLIFT LOADS. X -
FOR GRACING & ERECTION DETAILS REFER
TO BCSI-03 AND/OR ENGINEER OF RECORD
17 T
E-F
REPRESENTS THE LEFT SIDE Of
a
EACH TRUSS DRAWING z
NOTE: UPLIF7 CONNECTIONS -Fo—k'Au commoN
TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 Z
STRAP (BY OTHERS) UNLESS NOTED OTHERWISE
EXCLUDES VALLEY AND PIGGYBACK TRUSSES)
7: JUS24 JW'! THD46
4
JUS26 I> MSH422
MTHD26 US26
THD28 1US24.2 i f j
v 1 1 3THD26-2
I, aF. TH028-2
G) JUS46 T
LOADING ROOF GLOOR WIND LOAD
Z3LIVELOAD120401ASCE7-10
DEAD LOAD 1 10 10 150 MPH; FxP C
rLIVELOAD10* 0 1 CATEGORY 11
DEAD LOAD i 10 5 ENCLOSED 7
5-5-T F8-C -_ -2-6 -17TOTALLOAD40
DURATION FACTOR 1 2014251,00
REV I DATE i BY REMARKS
j-4 - - 2-
bove
CA, , tKg,5 have bee, oVie veil APPROVE
4
afe acc-eptabie to- the tabf,
cat, at trusses. APPROV,!) A51NOTED Rflvrsf
AND eievai',
ans/oitches,tearjng condgi
ns & al dew P n . PE)
ECTE, e
3-9 ma to
this tross placeo*nI pia. NuZZ GantdbargesWU" 41 acceptedA. previous
written
ocr apploval from
an A -I Root e Trosses REVIEWED
BY PLAN DATE
ARCH: 03/01,118 STRUCT: 03/01 18 CUSTOMER RYAN
HOMES T 108
NAME
79 A
e SANTA ROSA "
M" OPTIONIS) L4?
IA1,'M0R)VPYCR0041 C.bMMNTY
Z KENSINGTON
RESERVE
LOT 51 LOT # GARAGEEILOG
i;
z JOB 1,
73901 MASTER WRCSRMLM 1e I. DRAWN; SCALE
DATE 03/
30/18 A4P I
N. U e 44#A-
1 ROOF TRUSSE5 zs
z
AFLORIDA
CORPORATION z Ph
772-
409-1010 ! Fax 772-409-101
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 hftps://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`Srtiith
15 Lightyears, Chief Operations Officer
Energy Technical Advisor
RESNET Quality Assurance Designee
IECC Residential Energy Inspector/ Plans Examiner
Member, Building Officials Association of Florida Member and Code Development Committee
participating member. Also, representative to the Florida Building Commissions, Energy Technical
Advisory Committee for the BOAF- CDC
FORM R4.05.4.1-2,017
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Ijurisdiction: Permit #:
job Information
Builder: Community: lot:
Address: Unit:
City: State: L Zip:
Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method
0 PRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0,2 inch w,g. (50 pascals) in Climate Zones 1 and 2.
fflERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
eselected ACH(SO) value, as shown on FORM R405.2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACHSO.
ACH(50) specified on Form R405-2017-Energy Cak (Performance) or R406-2017 (EPI): =
Z 93 X 60 - j Z 0 'R_ = 1' 5--L Metbod tor calculating buildqng yglume:
CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans
O ASS (Mechanical Ventilation is not required) 1_:Pocle software calculated
r_1 PASS (with Mechanical Ventilation) 0 Field measured and calculated0FAIL
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals),
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth In Section
489.105(3)(f), (g), or (1) 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,
During testing:
1I.Extericir windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weath erstrip ping or other Infiltration
control measures,
2.0ampers including exhaust, Intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond Intended infiltration control
measures.
3,lnterior doors, if installed at the time of the test, shall be open.
4.Exterior doors for continuous ventilation systems and heat recovery ventflators'shatt,,bt., ed and sealed.
S.Heating and cooling systems, if Installed at the time of the test, shall be turned 6k
6.Supply and return registers, if instalti at the time of the test, shall be fully AOL,
Testing Company
Company Name: 15 Li0tyears, Inc Pho
I
rii'," 855)-438-1515
1 hereby verify that the above A Leakage results are in accordance with tht,017 6th Edition Florida Building Code Energy
Conservation requirements according to the compliance method selected ab4ve.
Signature of Tester: Cute ofTest:
Printed Name of Tester: Kyle Higgins
License/Certification #: BHEDTG Issuing Authority: RESNET
FORM R402-2017
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Ijurisdiction: Permit #:
job Information
Builder: Community: Lot:
U
Address:
City: State: Zip:
Duct Leakage Test Results
System 1 5-3 cfm25
System 2
cfm25
System 3 cfm25
Sum of any
additional systems cfm25
Total of all
systems cfm25
0 Prescriptive Method cfm25 (Total)
To qualify as "substantially leak free" Qn Total must be less than or
equal to 0.04 if air handier unit is installed. If air handler unit is not
installed, Qn Total must be less than or equal to 0.03. This testing
method meets the requirements in accordance with Section R403,3.3.
Is the air handler unit installed during testing? [:] YES (SQL') [:]NO ($)
2;erformance / ERI Method cfm25 (Out or Total)
To qualify using this method, Qn must not be greater than the
Qn proposed duct leakage On specified on Form R405-2017 or R406-2017.
Totalofall Total Conditioned Leakage
Type selected on Form Qn specified on Form R405-2017 systems
Square Footage R405-
2017 (Energy Calc) or R406-2017 (Energy Ca1c) or R406-2017 SS
01FAIL Duct
tigh ess shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.
993 5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes. Testing
Company Company
Name: 15 Lightyears, Inc Phone: (855)-438-1515 1
hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation
requirements according to the compliance method selected above. 4
SignatureofTester: A U — Date of Test: L)JI Printed
Name of Tester: Kyle Higgins License/
Certification #: BHEDTG Issuing Authority: RESNET
Certificate of Achievement
THIS ACKNOWLEDGES THAT
Kyle Higgins
AAS ffiET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED RATING FIELD INSPECTOR
wv RFI # BHEDTG
Certification Date: November 11, 2018
Certification Expires: November 11, 2021
Tim Smith,
RESNET Quality Assurance Designee
15 1* ea 1 s191
RESNET QA Provider # (1998-199)