HomeMy WebLinkAbout2257 Kelmscott Ct 18-4367; NEW SFHCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 18,
Documented Construction Value: $ 9 3aL-] ba-2.,3o
Type of Work: New [A AdditionEl AlterationEl Description of
Work: New Single Family Residence Historic District:
VesEl NoFx] Residential FXI
Commercial n RepairEl DemoEl
Change of UseEl Move El Plan Review Contact person: Tracy
McDonald Title: Production Admin Phone: 407-692-9831 Fax:
Email: trmcdona@nvrinc.com Property Owner Information Name NVR
INC. dba-Byan
Homes 1Qa512Q1a_ Phone: 407-692-9831 Street: 4307 Vineland Rd #H20
Resident of property? City, State Zip: Orlando FL
32811 Contractor Information Name NVR, Inc,
c1ba Rvan
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 ArchitecVEngineer 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: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 permit
Application
Law
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, ITS 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 coauce with all applicable laws regulating construction and zoning. 10/
25/2018 :e 10/25/2018 S
Z*4-1.1-fNItractor/Agent Date d9tfKO.wne,/Age Date Tracy
McDonald Tracy McDonald Print
Owner/Agent's Name Print Contractor/Agent's Name 10/
25/2018 Signature
ot'Notary-State of Florida Date Signature of Notary -State of Florida Date MftGAIOYNN
q CI
N C, Jo i"
T) 0t"qFA
1'4'LV'1N 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 R1 Electrical W Mechanical [r Plumbingk] Gas[] Roof F1 Construction Type:
Occupancy Use: 02- r- -1.
1 Flood Zone: _:Z-1--161:1. Total Sq
Ft of Bldg: Min. Occupancy Load: K-o of Stories: Z- New Construction:
Electric - # of Amps ?00 Plumbing - # of Fixtures -7 1 Fire Sprinkler
Permit: Yes n No a # of Heads -- Fire Alarm Permit: YesE] No [N APPROVALS: ZONING:
U. 6. IV UTIL.,ITIES: ENGINEERING: *A -
KC 121-1FIRE: COMMENTS: Ok to
construct single family home with setbacks and
impervious areq shown on.plan.
2 CO— JArAle, -
A? Ate, F lit WASTE WATER: BUILDING:
Revised: June
30,
2015 Permit Application
CITY OF SANFORD
4 BUILDING & FIRE PREVENTION
4 PERMIT APPLICATION
Application No: -
L
Documented Construction Value: $ }
Job Address: 2257 Kelmscott Court Historic District: Yes No
Parcel ID: 17-20-31-5VC-0000-0630 Residential X Commercial
Type of Work: New EX] Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title: Production Admin
Phone: 407-692-9831. Fax: Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC. dba Ryan Homed 10L2512018 Phone: 407-692-9831
Street: 43Q7 Vil3glgnd Rd #H20 Resident of property?
City, State Zip: Orlando FL 32811
Name NVR, Inc, dba Ryan Homes
Street: 4307 Vineland Rd # H-20
City, State Zip: Orlando FL 3281
Contractor Information
Phone: 407-692-9820
Fax: 407-692-9821
State License No.: CGC1517157
Architect/Engineer Information
Name: AB Design
Street: 1441 N Ronald Reagan Blvd
City, St, Zip: Longwood FL
Bonding Company:
Address:
N/A
Phone: 407-774-6078
Fax:
E-mail: brian@abdesigngroup.com
Mortgage Lender: 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: 5" Edition (2014) Florida Building Code
Revised: June 30, 201 S Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in co anee with all applicable laws regulating construction and zoning.
10/25/2018 10/25/2018
f owner/Age Pate 4a of tractor/Agent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name Print Contractor/Agent's Name
10/25/2018
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
a',,V P4,,f MEAGAN LYNNE FOWLER
o
Pt ° MEAGAN LYNNE FOWLER a A GG 063253
eR MY COMMISSION # GG 063253 * # , x
MY
EXPIRcomES: JanuSIONary
M
EXPIRES: January 11, 2021 "°`
EXPIRES: Jam,ary t7, 202t
Bonded Thru Budget Notary Services ''FoF F44e bonded Thru Budget No4ary Services
Owner/Agent is x_ Personally Known to Me or Contractor/Agent is __X___ Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR. OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes E] No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: 10- WASTEWATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revised: June 30, 2015 Permit Application
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2019010027 Book:9289 Page:1594; (1 PAGES) RCD: 1/29/2019 10:42:38 AM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: BR18-004367
Parcel ID Number: 7- - 1-5
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 # 63 of Kensington Reserve 2257 Kelmscott Court
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT.
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest in property:
Fee Simple Title Holder (If other than owner listed above) Name: NA
Address:
4. CONTRACTOR: Name: NVR Inc dba Ryan Homes Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20 Orlando FL 32811
6. SURETY (if applicable, a copy of the payment bond is attached): Name: NA
Address: Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Da na Mitchell Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
S. In addition, Owner designates
to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number:
9, Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO QOMLER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Dayna Mitchell Assistant Secretary
Sfgne of Owner ar lessee, or Ownersor lessee's (Print Name and Prowde Signatory's 11detOMtce)
A onzed OftertOireclodParmartManager)
State of FlQrida County of Oran, _
The foregoing Instrument was acknowledged before me this day of
by Dayna Mitchglj Who Is personally known to me EX OR
Noma of person making statement ..
who has produced Identification CI type of Identification produced:
yMA' Notary RutNic State of Florida
TRAGY LEIQH MGDQNALD
My Comfi i6lon FF 925012
Notary Signature
or 11 Expires t WRef2019,
1E
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: __Alqva_
ProjectName: Kensington Reserve Project Address: D-5 MaA ( -ou't"_
Building Permit #: _VElectrical Permit In
consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand
the following: I.
This Tug/Pre-power application is valid only for one -and two-fartrily 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. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction
will not be responsible for any damages or costs which may result from the exercise of such right.
Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and
individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney'
s fees, 4.
Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area
designated for pre -power shall be complete and in safe order. All electrical services associated with the area
will be 100% complete unless specifically approved by the electrical inspector, 5.
Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the
panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor
or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing
circuits other than those that are safe. 6.
This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval, 7.
If provided, the fire sprinkler system must be operational with water on the system prior to pre -power, 8.
TUG approval is for service and outside GFC1 outlets only. 9.
Check with the local jurisdiction for fees associated, with tugs. Scott
James Faber Ryan Homes Scott James Faber - Ryan Homes Scott L Easterbrook - Palmer Electric Tie
of PrintNamenant Print Name of n for Print Name of El. Contractor Signature
f tfent Contractor 7tna--
Signature "
m c ontractorSignature of El. CGO151715 ECO003096
Gen. Contractor
License # El. Contractor Licens_e# JURISDICTION EMPLOYEE
NAME: JURISDICTION: CALLED
INTO:
o Progress Energy o Florida Power and Light on _/_/. Rev. 02/
10/15)
I g - 3 c07
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100008
BUILDING APPLICATION #: 18-10000899
BUILDING PERMIT NUMBER: 18-10000899
ck
DATE: November 14, 2018 t
UNIT ADDRESS: KELMSCOTT COURT 2257 17-20-31-5VC-0000-0630
7
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC. DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 2257 KELMSCOTT COURT / KENSINGTON
RESERVE / SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A
Single Family Housing 00 1.000 dwl unit
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
00
Single Family
SCHOOLS
Housingg 54.00 1.000 dwl unit 54.00
Single Family
CO -WIDE ORD
Housing 91000.00 1.000 dwl unit 9,000.00PARKSN/A
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING 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 CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN
CERTIFICATE OF OCCUPAkY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
r
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE im
CITY OF
S,kNFORD
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: 2257 Kelmscott Court
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0630
Phone Number: 407,692.9820 Email: trmcdonaCanvrinc.com
The reason for the flood plain determination is:
OWN New structure F-I Existing Structure (pre-2007 FIRM adoption)
M Expansion/Addition E] 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)
21 w f> " Nggg0wIott. g",N NNg1l0 '
Flood
Zone: XBase FloodElevation:
N/A Datum: N/A FIRM Panel Number- 120294 0090 F
Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map
indicates the following: The parcel is in the: El
floodplain El floodway A portion of the parcel is
in the: M floodplain EJ floodway MM The parcel is not in
the: W floodplain E]floodway 0 The structure is in the:
0 floodplain El floodway EJ The structure is not in
the: M floodplain M 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# 18-4367 Reviewed by: Michael
Cash, CFM Date:
December 3, 2018
t'ORI
1877—
www,santordff.gov
Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use &
Landscaping in Right -of -Way
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 wW's 11410M
size and location of the existing right-of-way and use shall be provided or application could be delayed. Can bowo Yee d4
1 Project Location/Address: 2257 Kelmscott Court, Sanford, FL 32773
2. Proposed Activity: FX_1 Driveway walkway other:
3. Schedule of Work: Start Date Completion Date Emergency Repairs
4. Brief Description of Work: Construction of New Single Family Home
This application Is su I bIt ,
Signature: — Print Name: Tracy McDonald
Address: 4307 el 5,d RdH-20 Orlando, FL 32811 Phone: (
407) 692--9831 Fax: Email: trmcdona@nvrinc.com Date: 10/25/2018 Maintenance
Responsibilities/indemnification The
Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall
include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove
said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities,
stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove,
relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not
continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition,
the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor'
s property to recover costs of restoration. To
the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (
appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect
or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense,
settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected
with the use of the City's right-of-way, I
have rea a 46rstand the above statement and by signing this application I agree to Its terms. Signature:
Date: 10/25/2018 This
permit shall be posted on the site during construction. Please
call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection. Pre -
pour Inspection by: Date: Application
No: Reviewed:
Public
Works Utilities
Approved:
Engineering
Site
Inspected by: Special
Permit Conditions: Official
Use Only Fee:
Date: Date:
Date:
Date:
I _Z - -3- 20 November
2015 ROW Use Diveway,p(If
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Matt', Longwood, Sanford,
Seminole County, Winter Springs
Date: _._(jb-L4
I hereby name and appoint: - _Tracy McDonald
an agent of: NVR Inc., dba Ryan Homes
Name ofCompatiy)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific pe-mit a d application for work locate at:
Zi K . 5 c c t-t- . t'
Street Address)
Expiration Date for Thus Limited Power of Attorney: 12/31/2019
License Holder Name: Scott James Faber
State License Number: CGC1517157
Signature of License Holder:
STATE OFFLORIDA COUNTY
OF _Orange The
foregoing instrument was acknowledged before one this day off=,; 200
13 by _ Scott James saber -- who is im ,' or
o who has produced identification
and who did (did not) take an oath. Notary
Seal) i ,
t`A .. `M1 Rev.
08.12) Signature
4"
tw Print
or type name Notary
Public - State of Commission
No. _ My
Commission Expires: as
10/25/2018 SCPA Parcel View: 17-20-31-5VC-0000-0630
prop rty Record Card
Parcel: 17-20-31-5VC-0000-0630
Property Address: 2257 KELMSCOTT CT SANFORD, FL 32773
Parcel Information Value Summary
Parcel 17-20-31-5VC-0000-0630 2019 Working 2018 Certified
Values Values
Owner(s) BRISSON WEST PROJECT I LLC
Valuation Method Cost/Market Cost/Market
Property Address 2257 KELMSCOTT CT SANFORD, FL 32773
Number of Buildings 0 0
Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038
Depreciated Bldg Value
Subdivision Name EF_NLIN 3T N RESERVE Depreciated EXFT Value
Tax District S1-SANFORD
Land Value (Market)
DOR Use Code 00-VACANT RESIDENTIAL
Land Value Ag
Exemptions lust/Market Value
L a rz Af) I 40 A r)
le I
z LO
LO
62 63 64 65
35 40 40 40
Legal Description
LOT 63
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
M
0501
0"I
Taxina Authority Assessment Value
No Sales
Portability Adj
Save Our Homes Adj
Amendment 1 Adj
P&G Adj
Assessed Value
52.000 $52,000
52,000 $52,000
0
0
0
52,000
0
0
0
52,000
Tax Amount without SOH: $976.01
201 a Ta AmQu Uit $976.01
Lli—x —Estimator
Save Our Homes Savings: $0,00
Does NOT INCLUDE Non Ad Valorem Assessments
Exempt Values Taxable Value
52,000 0 52,000
52,000 0 52,000
52,000 0 52,000
52,000 0 52,000
52,000 0 52,000
Amount Qualified Vac/Imp
10125/2018
jv
4%
SCPA Parcel View: 17-20-31-5VC-0000-0630
No Permits
Permit data does not originate from the Seminole County Prop" Appraiser's office, For details or questions conc,eming a permit, please contact the building department of the tax district in which the property is located.
Extra Features
Description Year Built Units Value New Cost
No Extra Features
http://pareeldetaii.sepafl.org/ParcelDetaillnfo.aspx?PID=l 720315VC00000630 2/2
DESCRIPTION AS FURNISHED: Lot 63, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryon HornesINVR Inc.
SWINSTRAD DRIVE
80' PRIVATE RIW)
S 89'40'51 " W
10' WALL & UTIL, ESMT
23.47' 23,4 7'
33.4 7'
A\C
LANAI
5.00,
30.0,
LOT 63
PROPOSED MODEL
SUMMERLAND—K
2 CAR GARAGE RIGHT
LOT 64 i,
O
ENTRY
5,00'
8. 7'
o
6
21.3'
16'
I DRIVE
25.20
10' ITIL ESMT.
cF
5' CONC. WALK
N 89040'51 " E
40,00'
KELMSCOTT COURT
50' PRIVATE RIW)
5. 00'
RM
0
MEOR
LOT 62
I - - -
25S p-c"o
ROPOSEO -- FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY AR INT= 2YS-_ J')Cf? DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20'
PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 2,23O± SQUARE FEET OR 48.57 SIDE = 5' FOR 40' LOTS
UT GRADING 7-PE 6 LOT CONTAINS 4,600± SQUARE FEET SIDE = 7.5' FOR 60' LOPS
PROPOSED FINISH FLOOR PER PLANS = 29.9' LIVING AREA CONTAINS 9991 SQUARE FEET SIDE 10' FOR 75' LOTS
9 CONS LANAIIPORCH CONTAINS 682± SQUARE FEET SIDE STREET = 25'
S - l A YZiMfEYLI'R-SCOTT & ASSOC, _11VC. - IA.IVD SURVIi')"01V
4 LEGEND
P1, T PnL' POINT 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-14,36ONLINE
f I 't D TIP, TYPICAL NOTES:
P 1. 1 PI"PRC, POINT OF REVERSE CURVATURE
RRIPEROD P.C.C. POINT OF COMPOUND CURVATURE 1, THE UNDERSIGNED DOES HEREBY CERTIFY HA THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Of
GTQpFT` 117CNI RAD. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTER W-t7 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FtORfOA STATUES
4596 N. NON -RADIALR. 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID.
D 1p. WITNESS POINT 3, THIS SURVEY WAS PREPARED FROM TITLEINFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS
U p PnINT OF BEBEGINNINGI'CALC CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY.
C POINT GI CU"KNCCI1QNT PRM' PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN,
rr, FINISHED FLOOR LEVA 'IDNEt
1 8 SL, BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FCR 7,HF' SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON Eir ANY 07(CP ENTITY.
RIC't- - -A B.M. NCHMARK 6 DIMENSIONS BOUNDARY NSHOWNFORTHELOCAnONOFIMPROVEMENTSHEREONSHOULDNOTBEUSEDTORECONSTRUCT0Ry1) 6-5
l CASEMENT B.B. BASE BEARING 7, BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS EASE BEARING (0.9)
A NAGC
TIL Ort ITY
8 fLCVAPOWS, IF SW)Wk APE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED.
11 LIN, FE110E
rL HIE
9. CfRr,'F;CATE OF AUIJM0RtZATiON Na 4596,
POINT (JW Q(RVATURC
Pf) tit OF TANGENCY
20' SCALE --- -----
DATE
DF rSCPIPTION
CERTIFIED HY. CRO"R N"
t'pr L PLOT PLAN 09-27-2018 6239--18
DELTAMC.02Cf.O D BF WRING
w
NORTH
710S OUILOWGIkIROPERTY DOES NOT LIE WITHIN
THE ESTAOLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM* TOM X. 6RUSENMEYER, R.L.S. 4714
ZONE Ix" MAP j 12117CO09OF (09-28-07)
JAMES W. SCQTT, 2.L.S 1,4801
SQ.FT. CAL—S
IS' FLR LIVING IXQSO SO F7,
2ND FL Ll'11W, 1331 eO, FT,
TOTAL LIVNG 2,421 60, FT.
ENTRY 35 SO F7
GARAC.E 459 -';Ql F7.
LANA! 1&0 &Q. F7.
TOTAL 3,075 Ea. F7-
EXT;—RIOR M45CWr
4;ALL BRI, sE&47&
iL"'
rz=zz/-ZIJ7
LOAD Bi W LL
4ON-5w. tLWL.L
CO&POPINT AND OLADDM WIND LOADS BASIC WIND ENIOSLIRE
FOR 3 SECOND CHUM
CALL 0 SMARE DESIONATIWTAIMON ZONE VD MPH WIND Yll-
Ol X T-Ol 2
24 31M DR 4 30IM-321el 3
17 25-5w 5 25.45/-31,46 4
33 l2725-5,4 5 21w-34w bow Sw
2631/-3330 4 WIND
DESIGN
CRITERIA A 1546ir- '
L*' 'o SPEED MP+4 f3 5EC,1'AV Coi.15T) VULT-1150 /
V,45D-11.a, tlfP,4 B. MTFRNZL
PRES61URE C40EF--lGm-'kT-- 16 C. R16<
CATEGORY.T7'PE 1: D. ExpoelilRE
CATEGORY G NOTE; VALUES
FOR
COMP NT5 A CLADDr1r, FRESSOARE BASED ON THE Volt DE5*
1 LURNO SPEED, F5,--R ;,TH ED, (20MU AL.LOUZ T+ E5E PRE=66REE. UTo
5E M4Tl1,`Ll=_D 5- Ob TOTIEET THE A-LOILL45LE OR Nar"INAL TESTED VALUES USED BY
PRODUCT MANUFACILLRER5. I PROR TO DlRr,'AL WALWON
ON ALL FR4;1,'W. MF`Bn•-RS 2"C'PROM T1E FH514 DEL ToP PLATE F CABINET SECTION
6Xl6 PT'
Pol-
11 To
11-61 AFF, "5" 6Xb F.T, POST TO V-
4' AFP. Ud OPT t'-4'CLa
I BEAM TO MATC 4 COL
LrN UPTIH IANAI T 7,
4 V 25-
5;
4 bow Sc-'
D 4 0 04 CR/- DINETTE i:
GREATROOM7- 4
j! mI
iQeEWLL ww000 KITCHEN
CAP
fi
05L
i 2-
6 4X
Yl -
4 06T 7- a, R(
T
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j-
T P
T(
bD
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5w
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CAR
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O, x 1'-0 U-
8 m ra 4 2 I
FIRST FLOOR PLAN SCALE:
Vz =
l'-
O'
A R C
M I T E
C T 3 G rMDesign o tuspO-.. 1443 N. RONALD
REAOAN BLVD. LONG.000,
FL 327150 PR407-7 44078
FA 407-77"078
bd.ivg'..p— AA.
0003325 I r1111111111 1111111111
Llammoommoo SUBDIV. & LWOT.
KENSINGTON RESERVE
LOT #
63)
MODEX•
SUMMERLAND
VERSION#01)
PROJECT#,
R2065.
063/00001
PAGE:
FLOOR
PLAN APPCiitTECT
STATE
OF FLORIDA DATE:
9/
1'7/
18-
1 SCALE: 1/
4"=1'-0" SHEET 3 or
9 00
r A R C H IT f C Ts I
COWCWNT AND CLADOM ININD LOADS S4SC WIND EXPOELME
FOR 3 SECOND GLUM
CALL # 15011APH WINDZONE
801ATION
24 1? 2aO&_3310
25 5 5O 4
51 2&W-31.55
M&51_3126
4 5 2a43/-3940
TEMP
5 2&W-31J4
5
3 SH
6
050- 4 1 26.65/-31J4
1
WIND DESIGN CRITERIA
546!c WNZ:l SPEED Mf- (3 SECOND 6A.*T)
ULT-LW M"
8. iNIERN,4L PRESSURE 0---EFFiCENT - - Jel
R45K CATEGORY -TYPE 1;
D, =XF'06URE CA—.GCR- r-
NOTE:
YALUE6 FOR COM-ONENTE, 4 CLADD;W2, PRE55URE ARE
5,46ED ON THE wH. D59iC.NWNE) SPEED. F5,OR, 4,TF4 ED. (EDIT),
k_Loj,6 TO=E,'-- FRE65Uf;ZE6 TO HE MULTIPLIED BY Ok TO
MEET THE ALLOWAELEf-,OR NoMfNA. TESTED VALUE5 J&FD 5Y
PRODUCT MLFA_TURE6.
Dllz
OWNER'S SUITE L
l b - - _- \\-- Z,5L '? -
LA LAI/
ii
L FfdOR TO DRr"L WA-LATChl ON ALL FR4'1NG T$T8E% 2'-0'FRCHJ THk;NZH
F OOR AL 5E 5FRATEO AID TREATEDUY VOR4`E'ATERS TREATED SPRAY
18 DBATII I
L
jR-r44
Ril
Lo
STAIR PATH;
17 RISERS 1R7.57" r
LAUN,
16 TREADS @10" +1" NOSING IA7r_ RJT' C
FIN, F_LR`
9-4' SROs Nt..__. ..... ..
DROfI GEiLIWa TO
2x R5 A5
ON
42' imviS-.4 I W4LLcap
PWDR.
ROOM2.4 RE-
3) 2.;2 5TP 5TR, Cd "'_S'oZ
1' KIGKP ATE
3/4' TAG eG5 9-00IR -
GLUED . NAILED
2x6 - 4' O.C. MAX
2.4 P-7, PLATE SEC>lV iOd OJT IWOr-, MAX
STAIR SECTION: 9'-4" BRG.
l)__ 11
1 o-1:), 1; ;5 1 4 i
4
UW lod X 3- ICO-TION NAle
la, OLI 2
ROBS -
2x&
5TUD
UPE OF 157
FLOOR 5aotu
BEDROOM 2
Q:
0.
piBEDROOM3
BEDROOM 4
A EGRESS
0 _0 - ----
O,Z OF t6i FLOOR 5FLCC
SECOND FLOOR PLAN
SCALE: 1/4 1 V-0'
Design
Grow
Design
1r. !..
144I N. RONALD REAGAN BLVD.
LONGVVOOD FL327W
PH 407-774b078
FAX,407 774 078 om
AA , 00033211
F'SUBDIV. & 74
KENSINGTON
RESERVE
LOT #63)
MODEL
SUMMERLAND
VERSION#01)
PROJZCT#:
R2065.063/00001
PAGE:
SECOND
FLOOR PLAN
DATE: 9/17/18
SCALE: I/4"=1'--O;
SHEET
4 OF, 9,
FORMR405-2017
FLORIDA 0~U BUILDING ~U
u^.~ ~=°=~"^ EFFICIENCY ""~_= . FOR =~="" CONSTRUCTIONFloridaDepartmentofBusinessandProfessionalRegulation - Residential Performance Method
Project Name: Lot63KensingtonReserveStimmerlandKGRN Builder Name: RYAN HOMES
Street: 2257 KELMSCOTT COURT Permit Office: POWCity, State, Zip: SANFORD, FL, 32773 Permit Nur - 4 3 6 7
Owner: Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone
1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sqft.) Insulation Area
2, Single family or multiple family Single-family
a. Frame - Wood, Exterior R=1 1,0 1264.00 ft'
3Number of units, if multiple family 1 c. Frame - Wood, Adjacent Rm 11.0 289.33 ft' 10.
Ceiling Types (1384.0 sqfL) Insulation Area 5.
Is this a worst case? No a. Under Attic (Vented) R=38.0 1384.00 fil 6Conditioned
floor area above grade (ft') 2421 b. N/A R= ft2 Conditioned floor
area below grade (ft') 0 c. N/
A R= ft2 7. Windows(
219.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 60525 Area Weighted
Average Overhang Depth: 3.184 fl, Area Weighted
Average SHGC: O290 14. Hot water systems a. Electric
Cap: 50 gallons 8. Floor
Types (1384.0 sqft,) Insulation Area a. Slab -
On -Grade Edge Insulation R=OO 109100 fl2 b. Conservation features b. Floor
over Garage R=1 1.0 291.00 ft2 None Glass/Floor
Area: 0,091 Total Proposed
Modified Loads: 67.55 PASS Total BaselineLoads: 67.98 1 hereby
certify that the plans and specifications covered by Review of the plans and J viE S - this calculation
are in compli the Florida Energy specifications covered by this 1 90 Code. calculation
indicates compliance yc withtheFloridaEnergyCode. PREPARED BY:
Before construction is completed DATE: Sr-
att-Praft ------- this building will be inspected for compliance with
Section 553.908 I hereby
certify that this building, as designed, is in compliance Florida Statutes. with the
Florida Energy Code. I---,---- BUILDING
OFFICIAL: - - ------ - ------------ ........ . .... ... 11 4 Compliancerequires
certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -
sealed inaccordance with R4U3.3.21. Comp|ianne requires
an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test
report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance with aproposed
duct leakage Qnrequires aDuutLeakage Test Report confirming duct leakage tuoutdoors, tested in accordance with ANSI/RESNET/
ICC 380, is not greater than 0.050 Qn for whole house. 9/21o0182:58nw enewyonvoemoo« nanevunnSection n4on.
4,1Compliant Software Page 1m^
FORM R405-2017
PROJECT
Title: Lot63KensingtonReserveSum Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 2421 Lot # 63
Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON
of Units: 1 Worst Case: No PlatBook:
Builder Name: RYAN HOMES Rotate Angle: 0 Street: 2257 KELMSCOTT CO
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
V Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5% 2,5% Winter Summer Degree Days Moisture Range
FL, Orlando FL-ORLANDO-INTL-AR 41 91 70 75 526 44 Medium
BLOCKS
Number Narne Area Volume
I Blockl 2421 21062.7
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
Main 2421 21062.7 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage Main 291 ft2 11 0 0 1
2 Slab -On -Grade Edge Insulatio Main 115ft 0 1093 ft2 0 038 0.62
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor, Tested Tested Insul, deg)
1 Hip Composition shingles 1499 W 0 ft2 Medium 0,85 N 0.9 No 0 22.6
ATTIC
Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1384 W N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 38 Blown 1384 ft2 0.11 Wood
9/21/2018 2:58 PM EnergyGaugeG USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-2017
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar BelowVA Wall Type-_ Spa
I- 'ee_,___,R_VaIue Ft,,-, In _Ft In R-Value__,Fractioa_ Absor___Grade?/6___
1 W Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0
2 W Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0
3 IN Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0,25 0.6 0
4 N Exterior Concrete Block - Int Insul Main 41 8 6 9 4 793 ft2 0 0 0,6 0
5 E Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 025 0,6 0
6 E Exterior Concrete Block - Int Insul Main 4,11 40 6 9 4 378.0 ft' 0 0 0,6 0
7 S Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0
8 S Exterior Concrete Block - Int Insul Main 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0
9 Garage Frame - Wood Main 11 31 0 9 4 2893 ft2 0 0,25 03 0
to S Exterior Concrete Block - Int Insul Main 4.1 8 0 9 4 74.7 ft' 0 0 0.6 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 N Insulated Main None 25 3 8 24 ft2
2 Wood Main None 25 2 8 6 8 17.8 W
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Ornt ID Frame Panes NFRG U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 W 1 Vinyl Low-E Double Yes 0.35 0.29 IN 30.0 ft' 1 ft 0 in I ft 2 in None Exterior 5
2 W 2 Vinyl Low-E Double Yes 0.35 0,29 IN 16,2 ft' I ft 0 in 11 ft 6 in None Exterior 5
3 N 3 Vinyl Low-E Double Yes 035 0.29 IN 12.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
4 N 3 Vinyl Low-E Double Yes 0.35 0,29 N 30.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
5 E 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
6 E 6 Vinyl Low-E Double Yes 0.35 0.29 N 16,2 W 1 ft 0 in 11 ft 6 in None Exterior 5
7 S 7 Vinyl Low-E Double Yes 0.34 0.31 IN 5.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None
8 S 7 Vinyl Low-E Double Yes 0,35 029 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
9 S 10 Metal Low-E Double Yes 0.62 0,29 N 48.0 ft' 11 ft 0 in 0 ft 6 in None Exterior 5
10 S 8 Vinyl Low-E Double Yes 0,35 0,29 N 32.4 W 1 ft 0 in 11 ft 6 in None Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation
1 459 ft2 459 ft2 58 ft 8.7 ft 3
INFILTRATION
Scope Method SLA CFM 50 FLA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000359 2281.8 125,27 235.58 3229 6.5
9/21/2018 2:58 PM EnergyGaugeO USA - FlaRes2017 Section R405.4,1 Compliant Software Page 3 of 4
FORM RAnr)-9f117
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ None HSPI :8.5 38 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert Company Name System Model # Collector Model Area Volume FEE
None None ft{
DUCTS
Supply ---- Return ---- Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 605.25 Attic 121.05 Proposed Qn Main cfm 121.1 cfm 0.05 0.60 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Coolin [ j Jan Feb [[ ]] Mar Apr [ j Ma [Xj Jun [X] JUI X AugXjf Se Oct Nov Dec
Heatin [X] Jan Feb [X3Mar Ar [ Ma ] Jun [ ] Jul i Aug E ] Sep Xj Qct X Nov Dec
Ventin [ ] Jan [ Feb [X Mar X]]] A r [ Ma 1 Jun [ ] JutE Au 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
9/21/2018 2:58 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORMR40S-2O17
x m/N Y N
U 8 q U U Q U N' (EPL)
N N CARDN»N~ DISPLAYN &N 0~
ESTIMATED ENERGY PERFORMANCE INDEX* = 99
The lower the EnerUyperformance Index, the more efficient the home.
2257 KELW1GCOTT C(]URT, 8ANFORD, FL, 32773
1 . New construction mexisting
o, Single family v,multiple family
o. Number * units, i,multiple family
4. Number mBedrooms
u. |nthis nworst case? o. Conditioned
floor area (ft5 7. vwnuowv~^
oe000»uvn u. u'
pouoc om.o=n uo sneo: Snoc=
um u, V'
pactoc om.o=o.00 snso: svao~
n.00 c u'
pnmvr: om.u~ow snsC: e*
oo=o.m u u-
Factor wm snoo: Area
Weighted
Average Overhang Depth: Area Weighted
Average SHGC: New (From
Plans) o Wall Types nnvmnvo Area Single-family
a. Frame
vuou' Exterior n=/1.0 126400n` Concrete Block |
mmnu|.Exterior n=4-1 1073.30n` rmwm Wood,
Adjacent n~/10 uon.00nr 4 u.
wm n~ rp o.Ceiling
Types msv|mmn Area No a.
Under Attic m»nm@ n=ono 138*o0nr 42/ u,
wm n~ n` o N/
An= np Area 1
Ducts
n x` 1s«rnn`
a.Sup:
Attic, xm:Attic, xn: Main o oouxo u,00
ft' m.Cooling
systems xmum, sm^mmw o. Floor
Types mo"|anun a. Slab-
on/sraumEdge Insulation n=oo u.Floor over
Garage n~110 ft2 3.Heating
systems
a.cwomonemPump o
o*x
0.290 Area
m.Hot
water systems 1093o0/r a.
Electric za1oon^ u. Conservation
features
x^ None 15.
Credits
I
certify that
this home has complied with the Florida Energy Efficiency Code for Building Construction through the
above energy saving features which will be installed (or exceeded) in this home
before final iiDisplay Card will be completed based oninstalled Code || I
fE rr' Builder Signature: Date: Address ofNew
Home: Chy/FLZip,
32773 kBtwm efficiency 000 nnpp:o vu
Cap: oogallons
Note: This ionot aBuilding
Energy Rating.
Ifyour Index isbelow 70.your home may qualify for energy efficient mortgage (EEPW)incentives Jyou obtain aFlorida EnergyGaugeRating. Email EnergyGaugetech support
e$ 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, 9/21/2018 2:58 PM LnergyGauge@ USA - FIaRes2017 - Section R405.4.1
Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
IADDRESS: 2257 KELMSCOTT COURT Permit Nurnber:
SANFORD, FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553,9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD,
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5,
Exception: Dwelling units of R-2 Occupancies and Multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0,2 inch w,g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(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 03 cfm per
square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfra per square foot (2.6 L/s/m2), when tested according to NFRC 400 or
AAMA/ VVDMAICSA 101/l.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer,
Exception: Site -built windows, skylights and doors.
9/21/2018 2:58 PM EnergyGaug(,@ USA - FlaRes2017 - F13C 6th Edition (2017) Cornplia 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 roorns shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1,2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403, The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to lirnit 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 ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (q) or (I), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3,
R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193,
R403.13 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w,g, (25 Pa) across the
entire system, including the manufacturers air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403,5,1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water,
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or U1_ 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,
9/21/2018 2:58 PM EnergyGaugeG USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on hot[) the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater off iciencies (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($) 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 systern 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
Z Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6. 1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.13. 1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302. 1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.61
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN L,OCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY aAIRFLOW
CFMIWATT)
RATE MAXIMUN/
GEM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfin/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cftn = 28.3 Urnin. a. When tested in accordance with HVI Standard 916
9121/2018 2:58 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Cornplia 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 CFIVI provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R4017.11.2 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 falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section,
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
1 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 rninin'lUrn 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.
9/21/2018 2:58 PIVI Energ,yGauge(R -) USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatoryhe 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.
9/21/2018 2:58 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:
I This checklist
0 A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, e-ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
0 Energy Performance Level (EPL) Display Card (one page)
11 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403. 7
El Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
El Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
El A completed Envelope Leakage Test Report (usually one page)
F1 If Form R405 duct leakage type indicates anything other than "default leakage', then a completed
Form R405 Duct Leakage Test Report (usually one page)
9/21/2018 P:57:54 PM
FnergyGaugoO - USROSB v6.0
Page 1 of 1
Manual S Compliance Re Job: LotMensingtonReserv..
wrightsofto
epoDate:
06.03.15 Entire
House By: BENTLEY DEL
AIR HEATING & AIR CONDITIONING 531
GODISCO WAY, SANFORD, FL 32771 Phow 407-831-2665 For:
RYAN HOMES 2257
KELMSCOTT COURT, SANFORD, FL 32773 Design
Conditions Outdoor
design DB: 92.5°F Sensible gain: 29068 Btuh Entering coil DB: 78.3°F Outdoor
design WB: 76.2°F Latent gain: 5346 Btuh Entering coil WB: 64.1°F Indoor
design DB: 75.0°F Total gain: 34414 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+ASPT47D14A Actual
airflow: 1283 cfm Sensible
capacity: 32150 Btuh 111% of load Latent
capacity: 7030 Btuh 132% of load Total
capacity: 39180 Btuh 114% of load SHR: 82% Design
Conditions Outdoor
design DB: 42.3°F Heat loss: 26545 Btuh Entering coil DB: 69.0°F 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: 38000 Btuh 143% of load Capacity balance: 34 IF Supplemental
heat required: 0 Btuh Economic balance: -99 IF Backup
equipment type: Elec strip Manufacturer:
Model: Actual
airflow: 1283 cfm Output
capacity: 7.2 kW 92% of load Temp. rise: 70 IF Meets
all requirements of ACCA Manual S. wrightsoft,
2018-Sep-21 14 50M Right-
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Component Constructions Job: Lot63KensingtonReserv...
wrightsoft, Date: 06.03.15
Entire House By: BENTLEY
DEL AIR HEATING & AIR CONDITIONING
531 GODISGO WAY, SANFORD, Fl- 32771 Phone: 407-831-2665
a # .
For: RYAN HOMES
2257 KELMSCOTT COURT, SANFORD, FL 32773
Design Conditiow
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (IF) 28 18
Latitude: 28ON Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (IF) 42 93 Infiltration:
Daily range (OF) - 16 ( M) Method Simplified
Wet bulb (IF) - 76 Construction quality Average
Wind speed (mph) 15.0 7,5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ft' 8tuh/f(I-T ftl-'F/Bttjh MAIM, Btu h Stuh/ftl 81uh
Walls
12C-Osw: Frrn wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
13A-2ocs Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board
i nt fns h
Partitions
1213-0sw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, Or outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (Sl-JGC=0.29); 1 ft overhang (4 ft
window ht, 1,17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-0 innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); 1 ft overhang (5 ft
window ht, 1,17 ft sep.); 6.67 ft head [it
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SFIGC=0.29); 50% drapes, medium; 1
ft overhang (5.3 ft window lit, 11.5 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); I It overhang (1,25 ft
window ht, 117 ft sep.); 6,67 ft head ht
2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); 11 ft overhang (8 ft
window ht, 0.5 ft sep,); 6,67 ft head ht
n 194 0.091 13.0 2.52 489 2.35 456
e 381 0,091 13.0 2.52 960 2.35 896
S 216 0.091 13.0 2.52 544 2.35 508
W 366 0,091 13.0 2.52 923 2.35 861
all 1157 0.091 13.0 2.52 2916 2.35 2722
n 59 0,201 4.1 5.57 330 4.37 259
e 362 0.201 4.1 5.57 2014 4.37 1581
s 195 0.201 4.1 5.57 1084 4.37 851
W 324 0.201 4,1 5.57 1806 4.37 1418
all 940 0.201 4.1 5.57 5233 4.37 4109
271 0.097 11,0 2,69 729 135 475
n 12 0.350 0 9.69 116 12.2 146
n 30 0.350 0 9.69 291 12.2 366
0 15 0.350 0 9.69 145 34.0 510
s 15 0,350 0 9.69 145 12.4 186
W 30 0,350 0 9.69 291 34.0 1019
all 90 0.350 0 9.69 873 23.1 2081
e 16 0,350 0 9.69 158 29.0 473
S 33 0.350 0 9.69 317 11.9 390
W 16 0.350 0 9,69 158 29.0 473
all 65 0.350 0 9.69 634 20.4 1336
s 5 0.340 0 9.42 47 12.4 62
s 48 0.620 0 17,2 824 16.9 812
Pkwrightsioft' 2018-Sep-21 14:50:00
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Right-SuiteO Universal 2018 18.0,27 FISU23828 Page I
dKCRN\[,.ot63K(,,tisingtotiR(-)s(-,rveSuinmerlaridK(3FIN,rLlf) talc =: MJ8 House faces: N
Doors
IIJO: Door, mtl (brgl type
11 DO: Door, wd so type
Ceilings
1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cei I ins, 1/2"
gypsum board i nt fnsh
Floors
20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr
22A-cpl: fag floor, light dry soil, on grade depth, carpet fir fnsh
n 20 0.600 6.3 16,6 334 18.5 372
n 18 0.390 0 10.8 193 12.0 215
1384 0,026 38.0 0.72 997 1.41 1955
291 0,068 13.0 1.88 548 0.98 284
115 0.989 0 27.4 3150 0 0
wrightsoft" 2018 Sop-2114:50:00
Right-SuitoO Universal 2018 18.0.27 RSU23828 Page 2
ACCK ... ndl<(,IIN\L-ot63KerisitigtotifloserveStjititiierlatidKG(IN,rtil) Galc "- MA House faces: N
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U U K~ ~ Summary o m oen m
Entire House By: aswrLe/
DEL AIR HEATING & AIR CONDITIONING
xa1cou/uuoWAY, SAmponu.rLom,/Phone: 407 831-2665 For:
RYAN HOMES 2257KEUMSC0TTCOURT,
SANFOHU.FL32773 Notes: OPTION
BATH 20)DED4 RVSD3'2O'
2017NMB Weather Winter
Design
Conditions Outside db
42 'F noidodb 70 "
F OmsiJnTD 28 ^
F Heating Summary
Structure 20887
Btuh Ducts 5558
Btuh Central vent (
0ofm) 0 B|uh none) Humidification
O
8tuh Pipigg 0
Biuh Equipment load
26545 Biuh Infiltration Orlando/
Jetport,
FL, US Summer Design
Conditions Outside db
83 F nsNedb 75
F Design |U
10 F Daily range
M Relative humidity
50 Moisture difference
46 gr/lb Sensible Cooling
Equipment Load Sizing Structure 19542
Btuh Ducts 9527
Btuh Central vent (
0ofm) 0 Biuh none) B(
mwa/
O B\uh Use manufacturer'
s data y Rate/swing
multi lier 1.00 Method Simplified
Latent Cooling Equipment Load Sizing Construction quality
Average Fireplaces 0
SU/mJu/e 3298 Ehuh Ducts 2047
Btuh Central vent (
Oofm) 0 Btuh Huahng Cuo
n none) A ( 2421
u^zl9 Equipment |o0e load 5846 B{uh W t")
21170 21176 Ai h
m/hour O 41 821 Equipment Total Load(San+Laq 34414 B1uh Equiv. AVF(
ofm) 145 74 Reg. total capacity okO.81 SHR 3.0 ion Heating Equipment
Summary Make Goodman
Mfg. Trade GDODMAN;
JAN|TROL:AK8ANAD|ST| Model GSZ140421K
AHR|red
8242033 Efficiency Heating
in
t Heat put
Temperature rise
Actual air
flow Air flow
factor Static pressure
Space thermostat
Capacity balance
point 34°F L5HSPF 38000
Btuh ('
j) 471F 27 F
1208 ohn
0.40
in H2O Cooling Equipment
Summary Make Goodman
Mfg. Trade G00DMAN]
AN|TROLAMANAD|ST|... Cond Coil
ASPT47D14A
AHR|red
8242633 Efficiency 1Z5EER.
15SEER Sensible31185 Biuh
Latent cooling
7315 EVuh Total cooling
38500 Btd Actual air
flow 1283 o[m Air flow
factor 0.044 dm/Btuh Static pressure
0.40 n H2O Load sensible
hask ratio 0.84 Calculations approvad
by ACCA to meet all requirements of Manual J 8th Ed k nwm
m u nmumu^nummv m/o/
w.. Page, '
9- wrightsoft' Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISGO WAY, SANFORD, Fl-- 32771 Phone; 407-891-2665
Job: Lot63Kensi ngto n ReserveSu.
Date: 06.03.15
By: BENTLEY
I Room name Entire House GREATRM
2 Exposed wall 273.0 ft 53.0 it
3 Room height 8.6 it 9.3 it heat/cool
4 loom dimensions 1.0 X 5/6.8 ft
5 Room area 2464,8 ft2 576,8 ft2
Ty Construction
number
U-value
13tuh/ft'-'F)
Or 11 TM
B t 11KIft2)
Area (ft2)
or perimeter (ft)
Lead
Blob)
Area (ft2)
or perimeter (ft)
load
lit h)
f-1 eat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 Lt12C-Osw 0.091 n 2,52 2.35 236 194 489 456 0 0 0 0
2A-2om 0.350 n 9.69 12,19 12 0 116 146 0 0 0 0
2A-2orn 0.350 n 9.69 1219 30 0 291 366 0 0 0
13A-2ocs Blk wall, s 0.2.01 n 5.57 4.37 79 59 330 259 37 17 96 75
1 J I M 0.600 n 16.62 18,51 20 20 334 372 20 2.0 334 372
UfJ 12C-Osw 0.091 e 2,52 2.35 396 381 960 896 0 0 0 0
t--G 2A-2om 0,350 o 9,69 33.98 15 0 145 510 0 0 0 0
T---G
13A-2ocs Blk wall, s 0,201 e 5.57 437 378 362 2014 1581 303 287 1598 1255
2A-2orn 0.350 e a 69 28.96 16 0 158 473 16 0 158 473
12C-0sw 0.091 s 2,52 2.35 236 216 544 508 0 0 0 0
2A-2om 0340 s 9.42 12.44 5 5 47 62 0 0 0 0
2A-2orn 0.350 s 9,69 12.41 15 13 145 186 0 0 0 0
13A-2ocs Blk wall, s 0.201 s 5,57 4.37 275 195 1084 851 154 121 675 530
2A-2om 0.350 s 9.69 11.93 33 0 317 390 33 0 317 390
2A-2ornd 0,620 s IT17 16.92 48 48 824 812 0 0 0 0
T---G
12C-Osw 0.091 w 2.52 2.35 396 366 923 861 0 0 0 0
2A-2om 0.350 w R 69 33.98 30 0 291 1019 0 0 0 0
13A-2acs Blk wall, s 0.201 w 5.57 4,37 341 324 1806 1418 0 0 0 0
2A-2orn 0.350 w 9.69 28.96 16 0 158 473 0 0 0 0
1 213-0sw 0M7 2.69 1.75 289 271 729 475 121 103 278 181
11DO 0.390 n 10.80 12.03 18 18 193 215 18 18 193 215
C 16B38ad 0.026 0,72 1.41 1384 1384 997 1955 6 6 4 8
F 20P- 13c 0,068 1.88 0.98 291 291 548 284 0 0 0 0
F 22A-cpl 0.989 27.40 0.00 1093 115 3150 0 577 53 1452 0
6 c) AED excursion 0 176
Envelope loss/gain 16595 14570 5106 3324
12 a) Infiltration 4392 1421 930 301
b) Room ventilation 0 01 0 0
13 Internal gains: Occupants @ 230 4 920 3 690
Appliances/other 2630 230
Subtotal (lines 6 to 13) 20987 19542 6036 1 4545
Less external load 0 0 0 0
Loss transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 20987 19542 6036 4545
15 1 Duct leads 26% 1 49% 5558 9527 26% 49% 1598 2216 1
Total room load L-i- 26545 29068 7634 6761
Air required (cfm) 1283 1283 369 2%
Calculations allUroved by AGGA to meet all reguirements of Manual J 8th Ed.
4,1- 2018-Sep-21 14:50:00
Right-SuiteO Universal 2018 18.0.27 RSU23828 Page 1
ndKGRN\I-ot631<ensingtonfleserveSkiininerlaridK(3RN.rup Gale - MJ8 House faces: N
11,
7F wrightsoft" Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISGO WAY, SANFORD, 1-1- 32771 Phone: 407-831-2665
Job: Lot63Kensi ngto n ReserveSu
Date: 06.03.15
By: BENTLEY
I Room name NOOK/KITCI IFN STUDY
2 Exposed wall 38.0 It 11.5 It
3 Room height 9.3 It heat/cool 9,3 It heat/cool
4 Room dimensions 13.0 x 25,0 it 1.0 x 155.0 It
5 Room area 325.O ft2 155.0 ft2
Ty Construction LI-value Or I ITIVI Area (ft2) Load Area (ft2) Load
number Btuh/ft2-'F) RtuhJft1) or perimeter (ft) Rt ih) or perimeter (ft) Btuh)
Heat Coal Gross N/P/S Heat cool Gross N/P/S Heat cool
6 12C-Osw R091 n 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0,350 n 9.69 1219 0 0 0 0 0 0 0 0
2A-2orn 0.350 n 9.69 12.19 0 0 0 0 0 0 0 a
Val 13A-2ocs Blk wall, s 0.201 n 5.57 4,37 0 0 0 0 0 0 0 0
1 111j0 0.600 n 16,62 18.51 0 0 0 0 0 0 0 0
T___G_
12G-Osw 0.091 e 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 e 9.69 33.98 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0
2A-2orn 0.350 e 9,69 28.96 0 0 0 0 0 0 0 0
12G-Osw 0,091 s 2.52 2.35 0 a 0 0 0 0 0 0
2A-2orn 0.340 s 9.42 12.44 0 0 0 0 0 0 0 0
2A-2am 0.350 s 9,69 12.41 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 s 5.57 4.37 121 73 408 321 0 0 0 0
2A-2orn 0.350 s 9,69 11.93 0 0 0 0 0 0 0 0
2A-2omd 0.620 s 17.17 16.92 48 48 824 812 0 0 0 0
t--G
12G-Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
13A-2ocs Rik wall, s 0.201 w 5.57 4.37 233 233 1299 1020 107 of 907 398
2A-2om 0,350 w 9,69 28.96 0 0 0 0 16 0 158 473
P 12B-Osw 0,097 2,69 1.75 0 0 0 0 168 168 451 294
L-D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 032 1.41 0 0 0 0 0 0 0 0
F 20P-13(. 0M8 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-cr)l 0.989 27.40 0.00 325 38 1041 0 155 12 315 0
6 c) AM excursion 133 216
Envelope loss/gain 3573 2020 1431 1381
12 a) Infiltration 666 216 202 65
b) Room ventilation 0 0 1 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 1200 0
Subtotal (lines 6 to 13) 4239 3436 1633 1446
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 4239 3436 1633 1446
15 Duct loads 1 26%1 49% 1 1123 1675 261/. 49% 1 433 1 705
9131 room load1A.,r 5362 5110 2066 L 2152
fLroqLrred (c c n 259 226 100IW 959] 5
Calculations approved by ACCA to moot all requirements of Manual J 8th Ed.
Right -Suited Universal 2018 18.M7 RSU23828
2018-Sep-21 14:50:00
Right -Suited Page 2
r)dKGIIN1Lot63KensitigtotilleserveSu(nineriandKGRN.rtjp Gals = M,18 Hmso faces: N
I wrightsoft° Right-JQ Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 GODISGO WAY, SANFORD, FI, 32771 Phone: 407-831-2665
Job: Lot63KensingtonReserveSu...
Date: 06.03.15
By: BENTLEY
1 Room name POWDER MASTER SUITE
2 Exposed wall 12.5 It 30.0 It
3 Room height 9.3 It heat/cool 0 It heat/cool
4 Room dimensions 4.5 x 8.0 it 16.5 x 13.5 It
5 Room area 36.0 it2 222.8 ft2
Ty Construction LI-value Or RTM Area (ft2) Load Area (ft2) I-oad
number Btuh/112-°F) Btu/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
t-1eat COOT Gross N/P/S Heat cool Gross N/P/S Heat Cool
6 12G-0sw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0
2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0
Vt/ 13A-2ocs Blk wall, s 0.201 n 5.57 4.37 42 42 234 184 0 0 0 0
11 11J0 0.600 n 16.62 18.51 0 0 0 0 0 0 0 0
l?1 12G-Osw 0.091 e 2.52 2.35 0 0 0 0 108 93 234 219
2A-2om 0.350 e 9.69 33.98 0 0 0 0 15 0 145 510G
Uf! 13A-2ocs Blk wall, s 0.201 e 5.57 4.37 75 75 416 326 0 0 0 0
L--.G 2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 0
12C-Osw 0.091 s 2.52 2.35 0 0 0 0 132 117 295 275
2A-2om 0.340 s 9,42 12.44 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 12.41 0 0 0 0 15 13 145 186
13A-2ocs Blk wall, s 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0
2A-2omd 0,620 s 17.17 16.92 0 0 0 0 0 0 0 0
4)! 12C-0sw 0,091 w 2.52 2.35 0 0 0 0 0 0 0 0
L-G 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0
P 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0
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 7 7 5 10 223 223 160 315
F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-cpl 0.989 27.40 0.00 36 13 342 0 0 0 0 0
6 c) AED excursion 22 92
Envelope loss/gain 997 498 981 1412
12 a) Infiltration 219 71 451 146
b) Room ventilation 0 01 0 0
13 1ntemal gains: Occupants Cal 230 0 0 1 230
Appliances/other 0 600
Subtotal (lines 6 to 13) 1216 569 1432 2388
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1216 569 1432 2388
15 Duct loads 1 26 % 49 % 322 277 26 % 49 ( 379 1164
Total room load 1538 846 1811 3552
Air required (cirri) 74 37 88 157
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrighzsotFt•• 2018-Sep-21 14:50:00
u°• ^- Right -Suite@ Universal 2018 18.0.27 RSU23828 page 3
t...ndKGRN\Lot63KensingtonReserveSummerlandKGRN.rup Calc = MJ8 House faces: N
Jd..L- FF wrightsoft, Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING531GODISCOWAY, SANFORD, H- 32771 Phone: 407-831-2665
Job: Lot63Ken singto n ReserveSu...
Date: 06,03.15
By: BENTLEY
I Room name MASTER WIG MASTER OATH
2 Exposed wall 5.0 It 10.5 it
3 Room height 8,0 It heat/cool 8,0 It heat/cool
4 Room dimensions 5,0 x 5.5 ft Lo x 102.8 If
5 Room area 27.5 It' 102,8 ft2
Ty Construction
number
U-value
Btuh/W-'F)
Or HTM
13tt /ft')
Area (w)
or perimeter (ft)
Load
Btuh)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat cool Gross N/P/S Heat Goof Gross N/P/S Heat cool
6 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0
2A-2orn 0.350 n 9,69 12.19 0 a 0 0 0 0 0 0
2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0
13A-2ocs 131k wall, s 0.201 n 5,57 4.37 0 0 0 0 0 0 0 0
I'll T--D 11j0 0.600 n 16.62 18.51 0 0 0 0 0 0 0 0
12C-Osw 0.091 e 2.52 2.35 0 0 0 0 0 0 0t---G 2A-2om
13A-2ocs 131k wall, s
0.350
0.201
e
e
9.69
5.57
33,98
4.37
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T---G 2A-2om
12C-Osw
0.350
0M91
e
s
9,69
2.52
28,96
2.35
0
40
0
40
0
101
0
94
0
36
0
31
0
78
0
73
2A-2om 0.340 s 9.42 12.44 0 0 0 0 5 5 47 62
2A-2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0
T= 2A-2om 0.350 s 9.69 11.913 0 0 0 0 0 0 0 0
2A-2omd 0.620 s 17,17 16,92 0 0 0 0 0 0 0 0
t--G
12C-Osw 0,091 W 2.52 2.35 0 0 0 0 48 48 121 113
2A-2orn 0.350 w 9,69 33,98 0 0 0 0 0 0 0 0
T---.G
13A-2ocs Rik wall, s 0.201 W 5.57 4.37 0 0 0 0 0 0 0
2A-2om 0,350 W 9.69 28.96 0 0 0 0 0 0 0 0
PPI 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0
11130 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
G 16B-38ad 0.026 0,72 1.41 28 28 20 39 103 103 74 145
F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-cr)l 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 6 17
Envelope loss/gain 121 127 320 377
12 a) Infiltration 75 24 158 51
b) Room ventilation 0 0 1 01 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 196 151 478 428
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 196 151 478 428
15 Duct loads 261/. 49% 52 74 26% 49% 127 209
Total room load 248 225 605 636
Air required (cfm L 12 10 29L 28
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrighC olt 2018-Sep-21 14:50:00
Hight-SuiteO Universal 2018 18.0.27 RSL123828 Page 4
ndKGRN\i.ot63KeiisifigtoiiReserveSumfTicrlat)dKGRN.rup Calc " M,18 House faces: N
d-L. PF wrightsoft, Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISGO WAY, SANFORDt Ft_ 32771 Phone: 407-831-2665
Job: Lot631(en sing ton ReserveSu
Date: 06.03.15
By: BENTLEY
I Room name MASTER W.C. RED 2
2 Exposed wall Ro It 10.5 it
3 Room height 8.0 it heat/cool 8,0 it healk,.00l
4 Room dimensions 3.5 x 5.5 It 13.0 x 10.5 it
5 Room area 19.3 ftP I36.5 112
Ty Construction
number
U-Value
Bt(jh/ft2 IF)
Or H-1 M
Bt /ft!)
Area (ft2)
or perimeter (it)
Load
0(uh)
Area (ft2)
or perimeter (ft)
Load
Bt h)
Heat - Cool Gross N/P/S Heat Cool 6rossTN/P/S Heat Cool
6
L
12C-0sw
2A-20m
2A-2orn
0.091
0,350
0.350
n
n
n
2,52
9.69
9.69
2.35
12,19
12,19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I 1 VL-D
13A-2ocs Blk wall, s
11,10
0,201
0.600
n
n
5,57
16.62
4.37
18.51
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T--" 12C-Osw
2A-2om
13A-2ocs Blk wall, s
0,091
0.350
0.201
e
e
e
2,52
9,69
5.57
2.35
3198
4.37
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0T--" 2A-2orn
12G-Osw
0.350
0.091
e
s
9.69
2.52
28.96
2.135
0
28
0
28
0
71
0
66
0
0
0
0
0
0
0
0
2A-2orn
2A-2om
13A-2ocs Blk wall, s
0,340
0.350
0.201
s
s
s
9.42
9.69
5.57
12,44
12.41
4.37
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-2.omd
0.350
0.620
s
s
9,69
17.17
11.93
16.92
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-0sw
2A-2om
13A-2,ocs Elk wall, s
0.091
0.350
0.201
w
w
w
2.52
9.69
5.57
2,35
33,98
4.37
44
0
0
44
0
0
111
0
0
104
0
0
84
15
0
69
0
0
174
145
0
162
510
0T--G 2A-2orn 0,350 w 9.69 28,96 0 0 0 0 0 0 0 0
P 12B -Osw 0,097 2.69 1.75 0 0 0 0 0 0 0 0
L--D 11DO 0.390 n 10M0 12.03 0 0 0 0 0 0 0 0
C 16B -38ad 0.026 032 1.41 19 19 14 27 137 137 98 193
F 2OP-13c 0,068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-ct)l 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 9 199
Envelope loss/gain 195 188 418 1064
12 a) Infiltration 135 44 158 51
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
jbtotat (lines 6 to 13) 331 231 576 1115
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 331 231 576 1115
15 Duct loads 26% 49% 88 113 26%1 49% 152 54.1
Total room load 418 344 728 1658
Air required (cfm) 20 is J-I:jtq3573
Calculations apUroved by ACCA to meet all requirements of Manual J 8th Ed.
Night-SufteO Univors'll 2018 18.0.27 HSU23828
2018-Sep-21 14:50:00
Oe N - Page 5
ndKGRN\Lot631<ensii)gtonReserveSuaitnerlaridKC,nN.rtip GaIc - MJ8 House faces: N
d I
9w wrightsoft, Right-JO Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
G531 , ODISGO WAY, SANFORD, Fl, 32771 Phone: 407-831-2665
Job: LM631(ensi ngto n ReserveSu
Date: 06.03.15
By: BENTLEY
I Room name BED 3 BED 4
2 Exposed wall 10.5 ft 27.5 It
3 Room height 8.0 It heat/cool 8.0 It heat/cool
4 Room dimensions 13.0 x 10.6 If 10.5 x 11,0 It
5 Hoorn area 137.6 IF 178.5 It'
Ty Construction
number
U-value
Btuh/ft2-'F)
Or FT IM
BtUjj/ft2)
Area (ft2)
or perimeter (ft)
Load
BtUh)
Area (ft2)
or perimeter (ft)
Lead
Bt h)
Float Cool Gross N/P/,S Heat cool Gross N/P/S Heat cool
6 kLt12C-Osw 0.091 n 2.52 2.35 0 0 0 0 84 69 174 162
2A-2orn 0.350 n 9,69 12.19 0 0 0 0 0 0 0 0
2A-2orn 0.350 n 9.69 12,19 0 0 0 0 15 0 145 183
I -2oc, 3A s Blk wall, s O.201 n 5,57 4,37 0 0 0 0 0 0 0 0
1 11,10 0,600 n 16.62 18,51 0 0 0 0 0 0 0 0
12C-0sw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0T__G 2A-2om 0,350 e 9.69 33.98 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0350 e 9.69 28,96 0 0 0 0 0 0 0 0
12G-Osw 0,091 s 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.340 S 9.42 12.44 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0
2A-2omd 0,620 s IT 17 16.92 0 0 0 0 0 0 0 0
12C-0 w
2A-2om 0.091
0.350
w
w
2.52
9,69
2.35
33,98
84
15
69
0
174
145
162
510
136
0
136
0
343
0
320
0
13A-2ocs Blk wall, s 0,201 w 5.57 4,37 0 0 0 0 0 0 0 0
2A-2om 0,350 w 9.69 28.96 0 0 0 0 0 0 0 0
P 1213-0sw 0.097 2,69 1.75 0 0 0 0 0 0 0 0
1166 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
G 16B-38ad 0,026 0.72 1,41 137 137 98 193 179 179 129 252
F 2OP-13c 0,068 IM 0.98 0 0 0 0 137 137 257 133
F 22A-cpl 0.989 2T40 0'00 0 0 0 0 0 0 0 0
6 c) AED excursion 199 44
Envelope loss/gain 418 1064 1048 1006
12 a) Infiltration 158 51 413 134
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @b 230 0 0 0 0
Appliances/other 0 0
tSubtotal lines 6 to 13) 576 11151 1461 1140
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 576 1115 1461 1140
15 Duct loads 1 2 6% 1 491/ 152 W 26% 491/ 387 556
Total l room loada 7281 1658 11848 4696LAi, Air required (cfrn) 89 75
Calculations apgroved by AGGA to meet all requirements of Manual J 8th Ed.
2018-Sep-21 14:50:00
Right -Suite" Universal 2018 18,0,27 RSU23828 Page 6
ndKGRN\Lot63K(-nsingtonReserveStimnierlandKGfIN,rul) Galc m, MJ8 Flouse faces: N
di
rF wrightsoW Right -JCS Worksheet
Entire House
DEL AIR HEATING & AIR
CONDITIONING
531 CODISGO WAY, SANFORD, Fl- 32771 Phone: 407-831-2665
Job: Lot63Ken sing ton ReserveSu
Date: 06,03,15
By: BENTLEY
I Room name MASI ER WIG 2 BATH
2 Exposed wall 7.0 It 0 If
3 Room height 8,0 It heat/cool 8,0 It heat/cool
4
5
Room dimensions
Room area
5.5 x 7.0 It
38.5 ft2
5.5 X 10,5 It
57.8 ft?
Ty Construction
number
U-value
Btuh/ftl-'F)
Or 111 M
Bt /ft2)
Area (ft2)
or perimeter (ft)
Load
f3tuh)
Area (ft2)
or perimeter (ft)
Load
BUI 11)
Heat cool Cross NIP/S Heat cool Gross N/P/S Heat Cool
6
L12C-
Osw
2A-2om
2A-2orn
0.091
0.350
0-350
n
n
n
2.52
9.69
9.69
2.35
12.19
12.19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a
1
13A-2ws Blk wall, s
Rig
0,201
0.600
n
n
5.57
16.62
4,37
18.51
0
0
0
0
0
0
0
0
0
0
0
a
0
0
0
0
t--C,
12C-0sw
2A-20M
13A-2ocs Blk wall, s
0091
0*350
0,201
0
a
e
2.52
9.69
5,57
2.35
33,98
4.37
56
0
0
56
0
0
141
0
0
132
0
0
0
0
0
0
0
0
0
0
0
0
0
0T-G 2A-2om
12C-Osw
0.350
0,091
e
s
9.69
2.52
28.96
2.35
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om
2A-2om
13A-2ocs Blk wall, a
0.340
0,350
0.201
a
s
s
9.42
9,69
5.57
12.44
12.41
4,37
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-2omd
0.350
0.620
s
s
9.69
17.17
11.93
16.92
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T-o
12C-0 w
2A-2om
13A-2ocs Blk wall, s
0.091
0.350
0.2.01
w
w
w
2.52
9.69
5.57
2.35
33.98
4.37
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0t-"- 2A-2om 0,350 w 9.69 28.96 0 0 0 0 0 0 0 0
I 213-0sw111DO 0.097 2.69 1,75 0 0 0 0 0 0 0 0
0.390 n 10.80 1203 0 0 0 0 0 0 0 0
G 1613-38ad 0,026 0.72 1.41 39 39 28 54 58 58 42 82
F 2OP-13c 0.068 1,88 0.98 0 0 0 0 0 0 0 0
F 22A-cpl 0.989 27.40 0,00 0 0 0 0 0 0 0 0
6 c) AED excursion 8 3
Envelope loss/gain 169 178 42 79
12 a) Infiltration
b) Room ventilation
105
0
34
0
0
Of
0
0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 01
Subtotal (lines 6 to 13) 274 212 42 79
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 274 212 42 79
15 Duct loads 26% 49% 73 103 26% 1 49% 1 11 38
Total room load 347 315 1 53 117
Air required (cfm) 17 14 L 3 5
Calculations apUroved by ACCA to meet all requirernonts of Manual J 8th Ed.
Riqht-SuiteO universal 2018 18.0.27 RSU23828
2018-Sep-21 14:50:00
r1dKGRN\L.ot63KensingtonRese , rveSkanmerlandKGRN.rup Cale :-- MJ8 House faces: N
Page 7
wrightsoft, Right-JO Worksheet Job: Lot63KensingtonResetveSu...
Entire House Date: 06.03.15
By: BENTLEY
DEL AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665
1 Room name LAUNDRY LOFT
2 Exposed wall 0 It 48.0 It
3 Room height 8.0 It heat/cool 8.0 It heat/cool
4 Room dimensions 7.5 x 9.5 It 1.0 x 379.8 It
5 Room area 71.3 ft2 379.8 ft2
Ty Construction
number
U-value
Btuh/ft2-'F)
Or HTM
Btuh/ft2)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (w)
or perimeter (ft)
Load
Btuh)
Heat I Cool Gross N/P/S Heat cool Gross N/P/S Meat Cool
6 12C-0sw 0,091 n 2.52 2.35 0 0 0 0 152 125 315 294
T-j 2A-20m 0,350 n 9.69 12.19 0 0 0 0 12 0 116 146
2A-20m 0.350 n 9.69 12.19 0 0 0 0 15 0 145 183
13A-2ocs Blk wall, s 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0
11 11J0 0.600 n 16.62 18.51 0 0 0 0 0 0 0 0
12C-Osw 0,091 e 2.52 2.35 0 0 0 0 232 232 585 546
2A-2om 0,350 e R69 33.98 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 e 5.57 4.37 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
12C-Osw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0
2A-2om 0.340 s 9.42 12.44 0 0 0 0 0 0 0 0
2A-2om 0.350 s 9.69 12.41 0 0 0 0 0 0 0 0
13A-2ocs BIk wall, s 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0,350 s 9.69 11.93 0 0 0 0 0 0 0 0
2A-2omd 0.620 s 17.17 16.92 0 0 0 0 0 0 0 0
U J 12C-Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0
a 2A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 0
13A-2ocs Blk wall, s 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0
2A-2om 0.350 w 9.69 28,96 0 0 0 0 0 0 0 0
P 12B-Osw 0.097 2.69 1,75 0 0 0 0 0 0 0 0
L--D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 160-38ad 0.026 0.72 1.41 71 71 51 101 380 380 273 537
F 20P-13c 0.068 1.88 0.98 0 0 0 0 155 155 291 151
F 22A-cpl 0.989 27.40 0,00 0 0 0 0 0 0 0 0
6 c) AC excursion 26 78
Envelope loss/gain 51 75 172.6 1779
12 a) Infiltration 0 0 722 234
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 600 10
Subtotal (lines 6 to 13) 51 675 2448 2012
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 51 675 2448 2012
15 Duct loads 1 26 % 49 % 14 329 26% 49 % 648 981
Total room load 65 1003 3096 2993
Air required (cfm) 3 44 150 132
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrf r.tts.ic> 2018-Sep-2114:50:00
t •• Right-SuiteO Universal 2018 18.0.27 RSU23828 Page 8
A...ndKGRNU-ot63KensingtonReserveSummerlandKGRN.rup Calc s MJ8 Rouse faces: N
m mumm mn a K U 00 «U 0 »o ^ '
r- i U 0NK~ — ---~-- Summary oum: us.no./s
Entire House By: aswrLEv
DEL AIR HEATING 8k AIR CONDITIONING
so/oou/xooWAY, axwrono.rLoc'nPhone: ^m"u`'css5 For: RYANHOMBS
2257KEUNSCOTTCOURT, SANFORD.
FL32773 External static pressure
P/osuun*|ouueu
Available static pressure
Supply / return available
pressure Lowest friction rate
Actual air flow
Total effective length (
TEU Heating 0.40
in
H2O 0.06 in
H2O 0.34 in
H2] 8.170/0.
170 in H2O 0.270 in/
100ft Cooling 0.40
inH2O
0.06 in H2O
0.34 in H2O
0.170/0.170
in H2O 0,270 in/ 1OOft
1283 o0n Name Design
Btuh) Htg
cfm)
Cig
Cfm)
Design
FR
Diam
in)
H
x
W
in)
Duct Matl Actual
Ln (
ft)
Ftg.
Eqv
Ln (ft)
Trunk Name
Name Type Cfm)
Cfm) FR f pm) in) in) Material Trunk ov/o-S°p-
c' 14:50m' nwoe^iteOlu"*"*°eom,aum*
ao,38c page
Return Branch Deiall Table
Grille Htg Clg TEL. Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) cfm) cf m) ft) F R fpm) in) in) Opening (in) Matl Trunk
rb-I OX0 1283 1283 0 0 0 0 Ox 0 VlFx
wrightsoft" 2018-Sep-21 14:50:01
Right -Suited Universal 2018 18.0.27 HSL123828 Page 2
4CCK ... iidKGRN\I-C)t63KensingtonPoserveSumineclatidKGRN,rup GaIG M,18 I louse faces: N
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot63KensingtonReserveSummeriandK(3RN Builder Name: RYAN HOMES
Street: 2257 KELIVISCOTT COURT 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.
Ceilinglattic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed, shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed,
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed, a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor training 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
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spa( as,
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall, thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind piping and wiring
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall,
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
bQJVQQn fire a hnkler cover platQs a0d w@lls Qr cQiIinas.
a. In addition, inspection of log walls shall be in accordance with the provisions of [CC.-400.
9/21/2018 2:59 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
173
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21-
REC(ORD
OE'SCRIPTION AS FURNISHED: Lot 63, KENSINGTON RESERVE, as recorded In Plot Book 81, Poges 96;
th.rough 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryon Homes1NVR Inc.
SWINSTRAD DRIVE
80' PRIVATE R/W)
443a 7 S 89040'51 " W
40.00'
10' WALL UTIL, ESMT.
23.4 7' 23.4 7'
33.4 7'
Ok to construct single family home
160'
A\C
LANAI
and impervious area C;
with setbacks
tX shown
on plan. 5c-mmeo,'1e/- , 5. 00' 41 30.0, LOT 63
PROPOSED MODEL
SUMMFRI-ANO—
K LOT 64
C) 2
CAR GARAGE RIGHT IZ) ENTRY
81,
5,
00' .7
5.00"
21.
3' I
DRIVE 1
25.20 25.
20' 1 0 TI
L ES MT. 5' CONC. WALK
8-8.) N
89040'51 " E 40, 00' KELMSCOTT
COURT 50'
PRIVATE RIW)
5.00' 5.
00' Qa
5,00'
LOT
62 I — — —
j5()' — — — C-,
Et
zOPOSH) m FINSHED
SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY AR T A -- it DRAINAGE PLANSPROPOSEDDRAINAGEFLOW
PLOT PLAN AREA CALCULATIONS
REAR 20' IMPERVIOUS COVERAGE = 2,230-
f SQUARE FEET OR 48.511 SIDE 5' FOR 40' LOTS GRAOIN6 F)'PE 8
1 +14`101 11
LOT
CONWNS 4,600± SQUARE FEET SIDE 7.5' FOR 60' LOIS PROPOSLO FINISH FLOOR PER
PLANS = 29.9' LIVING AREA CONTAINS 999-+ SQUARE FEET SIDE 10' FOR 75' LOIS CONCILANALPORCH CONTAINS 6821 SQUARE
FEET SIDE STREET = 25' USEWHEYER - SCO 777 ASSOC, -
INC - LANDSURVTY0.8s'.. UR 111& L E'Nl
LEGEND -
PLAT 5400 E. COLONIAL
DR.
ORLANDO, FL. 32807 (407)-277-3232 FAX (407) 658--1436 PBL, • POINT ON LINErIFILDTYP, • TYPICAL NOTES,
P.R,C, POINT
OF REVERSE 111RV4TU1C UU 11 ROD Ptr •
POINT Of COMPOU10 VRA",,, 1. THE UNDERSIGNED DOES HEREBY CERTIFY WT THIS SURVEY MEUS OF THE STANDARDS OF PRACTICESETFORTHBYTHEFLORDABOANOCONCRfIE
MONUMENT BAD. • RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, ROPIOA STATUES i /e* Iti, Rt-
p `0196 INA, NON -RADIAL 2, UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID i: K(3VEREI "P,
WITNESS POINT 3, THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS 3 11 PONT (11
RIGNNING CALL. U CALCULATED OR EASEMENTS THATAFFECT THIS PROPERTY. 5) P010 "I C'
G,R`C.CCK,O R.M. • PERMANENT MONUMENT 4 NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. FF, • FINISHED FLOOR CLrVATION
BUT RSA-, LDING SCTRAN
I-I.0 5 FHfS SURVEY 15 PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER [NtiTY D.M.BENCHMARK 6
DIMENSIONS SHOWNFOR THE LOCAT(ON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES ASCItE NT D.Q.
BASE REARING 7, BEARINGS, WE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE GEARING (8,8,) 8, CLEVATICUS, IF SHOWN,
ARE PASED ON 14AT.ONAL, GEODETIC VERTICAL DATUM Or 1929, UNLESS OTHERWISE NOTED C C ANTr LIN,
FCNCE 9, CERTIFICATEOF AU!NOk1ZAnON N,. 4596. VC-I"_,V 101)
TRUCE CNNCRETE KC scALE 1"
20'--1
BRAWN POINT Qt CURVATURE 1ANGENCY
Dr%,RII TtQNCERTIFIED
hY, OATS No. ARC LCIG111 PLOT PLAN
09-27-2018 6239- 18 C,,URn C.ORD
BEARING NORTH
THIS 801LORNIGINROPERTY DOES
NOT
LIE WITHIN i(E 1,5TABOSHED
100 YEAR FLOOD PLANE AS PER "FIRM' TOM X. YER, R,I-S. # 4714 ZONE- ly" MAP j
1211 7C0090F (09-28-07) JAME5 W, SCOTT, R1,
S # 4801
COM,
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit # #18 - 4 357
Project Location Address C-
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Stain ing
Sliding
Therma Tru
Ply Gem
Smooth Star
4780 SGID
20461 -R3
14634-R3
Sectional Wayne Dalton 9100 - #0600 #0607 9147.11 / 8174.2 - R 12
Roll U
Automatic
Other
2. Windows
Single Hung Ply Gem 1500 16103
Horizontal Slider
Casement
Double Hung
Fixed Ply Gem 1500 16104
Awning
Pass Through
Projected
Mullions Ply Gem 1500 16118
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product Florida Approval #
Description includin decirr al
3. Panel VNalls
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. Roofinq Products
Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12
Underla meats InterWrap Inc. Rhino Roof Underlayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofin S stems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millenium Metals Inc. MMI - 213 off Ridge Vent 19567 - R1
Other
June 2014
Category Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Loft's Concrete Products Lintel 17867 - R1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
PH: 772-409-1010
FX: 772-409-1015
iiia,,N.4. 1 T
TRUSS ENGINEERING
w7pffW- apf TI , MASTER#:
WRCSUKL
K
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSUKL JOB #73595
Site Information:
Customer Info: RYAN HOMES Project Name:
Lot/Block:
Address: LOT #63
City:
Model: SUMMERLAND "K"
Subdivision:
County: VAIRES
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: FBC2017ITP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 44 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No. Seal # Truss Name Date No. Seal # Truss Name Date No. I Seal # Name Date
1 A0038670 A01 6/8118 13 A0038682 CJ3 6/8/18 25 IA0038694
Truss
FL06GE 6/8/18
2 A0038671 A02 6/8/18 14 A0038683 CAP 6/8/18 26 IA0038695 FL07 6/8/18
3 A0038672 A03 6/8/18 15 A0038684 CJ5 6/8/18 27 A0038696 FL08 6/8/18
4 A0038673 A04 6/8/18 16 A0038685 D01 6/8118 28 A0038697 FL09G 6/8/18
5 A0038674 A05 6/8/18 17 A0038686 FG1 6/8/18 29 A0038698 FL10 6/8/18
6 A0038675 A_06 6/8/18 18 A0038687 FG2 6/8/18 30 A0038699 FL11GE 6/8/18
7 A0038676 A071 6/8/18 19 A0038688 FG3 6/8/18 31 A0038700 HJ6P 6/8/18
8 A0038677 B01 6/8/18 20 A0038689 FL01 6/8/18 32 A0038701 HJ7 6/8/18
9 A0038678 B02 6/8/18 21 A0038690 FL02 6/8/18 33 A0038702 J6 6/8118
10 A0038679 B04 6/8/18 22 A0038691 FL03 6/8/18 34 A0038703 ME 6/8/18
11 IA0038680 CA 6/8/18 23 A0038692 F104 6/8/18 35 A0038704 J6P 6/8/18
12 A0038681 CJ2P 6/8/18 1 24 A0038693 I FL05G 6/8/18 136 A0038705 V 6/8/18
the truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under mydirect supervision based on the parameters provided byA-1 Roof Trusses, Ltd,
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019.
NOTE: The seal on these drawings indicate acceptance of professional engineering
responsibility solely forthe truss components shown.
The suitability and use of components forany particular building is the responsibility of the building
designer, perANSVrK1 Sec. 2.
The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the construction
documents (also referred to at times as `Structural Engineering Documents') provided by the Building
Designer indicating the nature and characterof the work. The
design criteria therein have been transferred to Anthony Tomibo III PE by [All Roof Trusses orspecfic location].
These TDDs (also referred to at times as'Structural Delegated Engineering
Documents'} are specialty structural component designs and may be part of the project's deferred
orphased submittals. As a Truss Design Engineer(i.e., Specialty Anthony T. Engineer),
the seal hereand on the TDD represents an acceptance of professional engineering responsibility forthe
design of the single Truss depicted on the TDD only. The Building Designeris responsible for
and shall coordinate and review the TDDs for compatibility with
theirwritten engineering requkements. Please review all TDDs and all related notes. 4 qgrtttiliiltff
r# ' NO I
Ombo'
IIIFiauad r
a re+rrina arc•. i. i t <..00 1 onod918(
Woo1Ft20001,
0o Ill'" Anthony Tornbo
M, % BC A
2 21 W 00 00 00 4 C 12 a7 D F Page 1
of 2
Lumber design values are in accordance with ANSITTPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others.
4,0 M TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSUKL
No. Seal # Truss Name Date
37 A0038706 L01G 6/8/18
38 A0038707 L02 6/8118
39 A0038708 L03 6/8/18
40 A0038709 M6 6/8/18
41 A0038710 M6E 6/8118
42 A0038711 MG7 6/8/18
243 A0038712 VM3 6/8/18
44 A0038713 VM5 6/8/18
45 STDL01 STD. DETAIL 6/8118
46 STDI-02 STD. DETAIL 6/8/18
47 STDI-03 STD. DETAIL 6/8/18
48 STDL04 STD. DETAIL 6/8/18
49 STDI-05 STD. DETAIL 6/8/18
i
50 STDI-06 STD. DETAIL 6/8/18
51 STDI-07 STD. DETAIL 6/8/18
52 STDI-08 STD. DETAIL 618/18
53 STDI-09 STD. DETAIL 6/8/18
54 STDI-10 STD. DETAIL 6/8/18]
55 STDL11 STD. DETAIL 6/8118
156 STDL12 STD. DETAIL 6/8/18
57 STDL13 STD. DETAIL 6/8/18
58 STDL14 STD. DETAIL 6/8/18
59 STDL15 STD. DETAIL 6/8/18
60 STDL16 STD. DETAIL 6/8/18
Page 2 of 2
Job ;Truss Truss Type
4
WRCSLJKL A01 Hip Girder
Al Roof Trusses. Fort Pierce. FL 34946. desian0a I trusscom
7-0-0
7vin KAT9nH.-,
s 8.21 May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:36:16 2018
ID:?sOQvilzBGko2hFpRYibzzzOpep-t9lHdEHLk4ZVBHk6E3ROJaSZZQsHnefGrLtCV
17-7-7 23-0-0 30-0-0 31 -"
Dead Load Deft. = 3/8 in
25 26 lZ 27 28 11 29 30 31
j
4x10
2x4 II
4x10 7x10 MT20HS
2x4 ii
4x10
3X8
7-0-0 12-4-9 17-7-7 23-0 30-0-0
7-0-0 54-9 5-2-13 5 4 9 7-0-0
halle Offsets_(X,Y)-- [2:0-5-00-1 111, P:0-3-0,0-3-12], J6:0-3-0,0-3-121, [7:0-5-00-1-11], 10:0-3-8,0-1-81
LOADING (p s 0 SPACING- 2-0-0 CSI. I DEFL. in (loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0L94 Veri(LL) 0.35 10-12 999 360 MT20 244/190
TCDIL 10.0 Lumber DOL 1.25 BC 0.51 j Vert(CT) 0.70 10-12 516 240 MT20HS 1871143
BCLL 0.0 Rep Stress Ines NO W13 0.86 Hor-z(CT) 0,14 7 n/a n1a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0,41 10-12 873 240 Weight: 172 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x6 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 6-7-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS, (lb/size)
2 2521/0-3-8 (min. 0-2-1)
7 2520/0-3-8 (min. 0-2-1)
Max Herz
2 59(t-C 9)
Max Uplift
2 851 (LC 4)
7 851 (LC 5)
Max Grav
2 2521(LC 1)
7 2520(LC 1)
FORCES. (lb)
Max. comp./max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5911/2012, 3-18=-7295/2562,
18-19=-7297/2562, 4-19=-7301/2563,
4-20=-7296/2560, 20-21 =-7296/2560,
21-22=-7296/2560, 5-22=-7296/2560,
5-23=-7331/2577, 23-24=-7326/2576,
6-24=-7325/2575, 6-7=,-5907/2011
BOTCHORD
2-13=-1768/5395, 13-25=-1770/5431,
25-26=-1770/5431, 12-26=-1770/5431,
12-27=-2462/7326, 27-28=-2462f7326,
11-28=-2462r7326, 11-29=-2462/7326,
10-29=-2462/7326, 10-30=-1776/5427,
30-31=-177615427, 9-31=-1776/5427,
7-9=-1775/5391
WEBS
3-13=-56/-761, 3-12=-767/2214,
WEBS
3-13=-56/761, 3-12=-767/2214,
4-12=-7571494, 5-10=-7751497,
6-1 0=- 785/2252, 6-9=-50/752
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-I 13CDL=5.Opsf; h=25ft;
Cat, 11; Exp C, Encl., GCpi=0.18, MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
pending.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 851 lb uplift at
joint 2 and 851 lb uplift at joint 7,
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 248
lb down and 270 lb up at 7-0-0, 123 lb down and 139
lb up at 9-0-12, 123 lb down and 139 lb up at 11-0-12
123 lb down and 139 lb up at 13-0-12, 123 lb down
and 139 lb up at 15-0-0, 123 lb down and 139 lb up at
16-11-4, 123 lb down and 139 lb tip at 18-11-4, and
123 lb down and 139 lb up at 20-11-4, and 248 lb
down and 270 lb up at 23-0-0 on top chord, and 383
lb down and 91 lb up at 7-0-0, 88 lb down at 9-0-12,
88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb
down at 15-0-0, 88 lb down at 16-11-4, 88 lb down at
18-11-4, and 88 lb down at 20-11-4, and 383 lb down
and 91 lb kip at 22-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Incroase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-6=-60, 6-8=-60, 2-7=-20
Concentrated Loads (lb)
Vert: 3=-201 (F) 6=-201 (F) 13=-383(F) 9=-383(F)
18=-123(F) 19=-123(F) 20=-123(F) 21=-123(F)
22=-123(F) 23=-1 23(F) 24=-1 23(F) 25=-71 (F) 26=-
71 (F) 27=-71 (F) 28=-71 (F) 29=-71 (F) 30=-71 (F) 31 =-
71 (F) 4A-
4
1 4
It, TOP W N V Wl* rto- 0 a We, Wp'M Wl (T' pokw "M A WA.P., ?"*" 4451 Y, 1 'ude Blvd. Ft 14946
Rtpu&uo
0 th" immel, le 4.7 the -11" rtmwq 1.n A I Roof Tm",
Job Truss Trus
WRCSUKL A02 Hip
RYAN HOMES /
A0036671
4
1 Roof Trusses, Fort Pierce, Ft- 34946, design@altruss.com Run: 83.210 s 1 May 18 2b16Print: 'fj.M s May W 2616-Mife'k- Industries, Inc. Fri Jun - 8 15:36 17 11
2018
1-
0- ID:?
sOQvllzBGko2hFpRYibzzzOpop-LMsfraHzUOhMpQj lornyFsn__kuqAOWFDQ4?cm 1 F1
9-0-0 15-0-0 21-0-0 30-0-0 -'1--o 9-
0-0 6-6-6, 6-0-0 9-0-0 1.61 4x8
3
4x8
I
4x4
1.
5x4 !I 3x6 1.
5x4 !l U8
9-
0-0 21-0-0 9-
0-0 f 6-
0-0 6-0-0 Plate
Offsets (X,Y)-- t2:0-2-6,Edge1, 13:0-6-0,0-2-01, [5:0-5-0,0-2-01' ft0-2-6'Edg el LOADING (
pso I SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d TCLL
20,0 Plate Grip DOL 1,25 TC 0,90 Vert(I-L) 019 8-17 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.44 8-17 812 240 BCLL
0,0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.08 6 n/a n/a BCDL
10.0 Code FBC2017ITP12014 Matrix -MS i Wind(LL) 0,29 8-17 999 240 LUMBER -
TOP
CHORD 2x4 SP M 30 *Except* T2:
2x4 SP No.2 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied. BOT
CHORD Rigid
coiling directly applied or 5-7-11 oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2 =
1260/0-3-8 (min. 0-1-8) 6
n 1260/0-3-8 (min. 0-1-8) Max
Hor-z 2 -
74(LC 13) Max
Uplift 2 -
357(LC 8) 6 -
357(LC 9) Max
Grav 2
1260(LC 1) 6
1260(LC 1) FORCES, (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-2355/1547, 3-4=-2394/1722, 4-
5=-2394/1722, 5-6=-2355/1547 BOT
CHORD 2-
11=-1221/2086, 10-11=-1221/2095, 9-
10=-1227/2095, 8-9=-1227/2095, 6-
8=-1226/2086 WEBS
3-
11---11/364, 3-10=-218/518, 4-
10=-373/342, 5-10=-218/518, 5-
8=-1 11364 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=5.0psf; hz-25ft; Cat.
ft; 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)
1 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 357 lb uplift at joint
2 and 357 lb uplift at joint 6. LOAD
CASE(S) Standard
Dead
Load Deft. = 1/4 in 4x4
30-
0-0 9-
0-0 PLATES
GRIP MT20
244/190 Weight:
130lb FT=10% 1,
aW.r(-Ids WAwwv— trl'
Jiony T. .1raill"Itt 1"to a N -0044 .7 Nti'-1 W I'd kIlKnArl 4
80083 4451
St t ude Blvd. Foi
t P:er(e, L 34V,6 Opy'
qWOM64 I iWI'mrs hihqayl Imbalil'N' Rr,pradoamn of th's i0waa,'I'm 0§1 farm,,, P'OhMud .40"1 the -9,0 pnm"qu tom A lhrrfl"sxei
Job I russ Truss
WRCSUKL A03 Hip
Al"RoofTrusses, Fort Pierce, Ft- 34946, design @a 1 truss corn
6-10-1 11-0-0
U6
Qty I Ply
Run: 83.210 s 1 May 18 2018
ID:?s0QvIIzF
4x8
RYAN HOMES / SUMMERLAND
Job Reference (optional) -
s Mav 18 2018 MiTek Industries. Inc. Fri Jun
6-10-1
A0038672
Dead Load Deff. = 3/8 in
4
17 y
3x8
3X6
3x4 4x4
40
110-0 19-0-0 30-0-0
il-0-o 8-0-0 11-0-0
Plate Offsets [5:0-5-0,0-2-0]
LOADING (psO SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TOLL 20,0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.31 9-17 999 360 i MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,67 Vert(CT) 0,69 9-17 525 240
BOLL 0.0 Rep Stress Incr YES WB 0,22 Horz(CT) 0.08 7 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.22 9-17 999 240 Weight: 136 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 2-2-5 oc purfins.
BOT
CHORD Rigid
ceiling directly applied or 5-10-11 oc bracing. WEBS
1
Row at midpt 5-11 MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2
1260/0-3-8 (min. 0-1-8) 7
1260/0-3-8 (min. 0-1-8) Max
Herz 2 =
89(LC 12) Max
Uplift 2
340(LC 12) 7 =
340(LC 13) Max
Grav 2
1260(LC 1) 7
1260(-C 1) FORCES. (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-2434/1731, 3-4=-2069/1465, 4-
5----1871/1415, 5-6=-2069/1465, 6-
7=-2434/1731 BOTCHORD
2-
11 =- 1437/2210, 10-11 =- 1035/1870, 9-
1 0=- 1035/1870, 7-9=- 1445/2210 WEBS
3-
11 =-418/492, 4-11 =- 185/495, 5-
9=-1861495, 6-9=-419/492 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7-10 ' Vult= I 50mph (3-second gust) Vasd=
l 16rnph; TCDL=5,Opsf; BCDL=5,Opsf; h=25ft; CaL
11 * Exp C; End., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed ' C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1,60 3)
Provide adequate drainage to prevent water 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 340 In uplift at joint
2 and 340 In uplift at joint 7. LOAD
CASES) Standard
An"
hony I 41lee.
4 H—qe,,qN!-- M, l I U'ek"
W I. P
FIV,1 ',Ue"04k, flIpIl C'XiTIM Q' I Callt,;kMCCENAIV*I- 4"t, w I 3"V, N —I I I. S,v,fi 10,io he lop ., Mk
1- '04 1.4k ioOd'iy . 1-
4 1 111, "P-wd III, N. 1110-, , "W'ZO."'O WIC" aN ww.I I IN * t .0 14 ("O'CIq W .01, 1 1, 4 VA, DD 4 1'! 1,44 1, 0 MOeoq i-r 1,44" W I'll, W ,ipo, , 0 300,83 e,
k tw-", ;ii 1, I'm "C', 1'.1 .1 j.1iiII, I Ill 1-:14, t.t.va 4,q 11 M %G no W—V. 4 r 4- IF I "'., 1t "iK" 01", a1111 e t, I m I'- Wwen 4451 St, I-ude Blvd, It"",
kh"t 111 00 q'd ve'el 1, W TII, h- 4,,r ,,— , 1(l ;, i Ift; .r . F- 1 V f WN'l Ali w 1 Iq ra; er , 14 W 1, 1 It I rail ea:e, U 14946 hileiylAmbolli
P.E. Rep, e6cion of Ih, de'tifflent, meal lean, " ptoli'Med w,Ihelil the wrinao Re, —iia liem A llteoflt-ii,
jot) Truss Truss Type ()ty - Ply_
1
RYAN HOMES /summuRCANb -- -
WRCSUKL A04 Hip 2 A0038673
Job Reference (optional) _
4
At Roof Trusses, Fort Pierce FT 34946, design@a1truss.com 83.210 s 1 May 182018 Print: 8,210 s May 18 2616 MiTek Industries, Inc. Fri Jun 8 15:36:18 2618
t tzBJZB
Pale
IID:?
sOQvl[zBGko2hFpRYibzzzOpep-pYQ22wlbFhpDRauUMTTUP?XxiEU1V.
06-3-5 1 68-1
1 4-
0-
0 3811 30-
0-0 _0 6-j-
5 _6- 4X6 4x6
Dead
Load Deft. = 3/16 in 3x4 I,
Sx4 !I 3x4 3X6 1,5x4 11 3x4 3X4 6-
3-
5 1 13-
0-0 1 17-0-0 4 23-8-11 30-0-0 6-8-
11 4-0-0 6-8-11 LOADING(psf)
j SPACING- 2-0-0 CSI. DEFL. in loc) I/deff L /d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,77 Vert(LL) 0.31 9-10 >999 360 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0,82 Vet(CT) 0.47 9-10 >759 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Hori(CT) 0,10 7 n1a n/a BCDL 10.0 Code FBC2017[TP12014 Matnx-MS Wind(LL) 0.24 12-13 >999 240 Weight 139 lb FT = 10% LUMBER - TOP
CHORD
2x4 SP No.2 BOT CHORD
2x4 SP No.2 WEBS 2x4
SP No,3 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 3-2-12 oc pudins. BOT
CHORD
Rigid ceiling
directly applied or 4-7-9 oc bracing. MiTek recommends
that Stabilizers and required cross bracing
be installed during truss erection, in accordance with
Stabilizer Installation guide. REACTIONS. (lb/
size) 2 1260/
0-3-8 (min, 0-1-8) 7 1260/
0-3-8 (min. 0-1-8) Max Herz
2 = 104(
LC 13) Max Uplift
2 359(
LC 12) 7 359(
LC 13) Max Grav
2 1260(
TC 1) 7 1260(
LC 1) FORCES. (lb)
Max. Comp,/
Max. Teri. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
2585/1803, 3-4=-1854/1350, 4-5=-
1641/1336, 5-,6=- 1854/1350, 6-7=-
2585/1803 BOTCHORD 2-
13=-
1521/2351, 12-13=-1521/2351, 11 - 1
2=-892/164 1, 10-11 =-892/164 1, 9-1
0=- 1531/2351 , 7-9=- 1531/2351 WEBS 3-
13=
0/281, 3-12=-846/691, 4-12=-
196/414, 5-10=-196/414, 6-10=-
846/691, 6-9=0/281 NOTES- 1)
Unbalanced
roof live loads have been considered for this design.
2) Wind:
ASCE 7-101 Vultm- 1 50mph (3-second gust) Vasd=1
16mph; TCDI-=5.Opsf; BCDL=5,Oplf; h=25R: 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)
This
truss has been designed for a 10,0 psf bottom chord live
load nonconcurrent with any other live loads, 5) *
This
truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members, with BCDL 10.Opsf.
6) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 359 lb uplift at joint 2
and 359 lb uplift at joint 7, LOAD CASE(
S) Standard A-
ti
00,01k
P*,m10,q-tj P 131ryb. 14 0.1"z7'.0, N! 0,1W tt, A, lh, 0 .1, ' TM1 -4 4, p -.p., ft iwq mon"s w*' 111 V, F 1, 4, 60,q 1k, 01,101 hvj, I, a lu Rf 1 4: W , 111v ka 01 0, .6 1- i 1'q,,,, 0 14 -1io 4,a! 41hsedge joq k,,Jrw4 W o_, Anthony 41-, too
it, wt ItTjokw" 11"VI(A '4to 4451 St. Lode.
Blvd. VA PJ, rerpermfo,t
Pfof(e, lL 34)46
I Job Truss Truss Type
WRCSUKL A05 Common
A0038674
art Pierce, FL 34946, design@a1tr-uss.com Run: 83.210 s 1 May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:36:19 2018 Page I
ID:?sOQvIlzBGko2hFpRYibzzzOpep-HkzQFGJDO?y42kTgvB_jxG44letG_3ljXJ5t5Jz8JZA
11-0 7-9-14 22-2-2 _ I _- 11 _130-0-0 1 -
31 _oT1 -01- 7-9-14 7-2-2 7-2-2 7-9-14 11
4X6
5.00112
3x4 4X6 3x4 3x4
U4 -
10-2-10
10-2- 1 0
19-9-6 30-0-0
9-6-13 10-2-10
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL I TC 0,91 Vert(LL) 0.27 8-10 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0,62 Vert(CT) 0.50 8-16 720 240
BCLL CIA) Rep Stress Incr YES WB 0.63 Horz(CT) 0.07 6 n1a n/a
BCDL 10,0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.24 8-16 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 5-9-12 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during mass erection, in
accordance with Stabilizer Installation guide. i
REACTIONS, (lb/size)
2 = 126010-3-8 (inin. 0-1-8)
6 126010-3-8 (min, 0-1-8)
Max Herz
2 118(LC 16)
Max Uplift
2 375(LC 12)
6 = 375(LC 13)
Max Grav
2 1260(LC 1)
6 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ton. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2423/1757, 3-4=-215511631,
4-5=-2155/1631, 5-6=-2423/1757
BOTCHORD
2-10=-1454/2193, 10-17=-778/1441,
9-17=-778/1441, 9-18=-77811441,
8-18=-77811441, 6-8=-1460/2193 WEBS 4-8=-
515/
775, 5-8=-495/613, 4-10=-5151775,
3-10=-4951613 NOTES- 1) Unbalanced
roof
live loads have been considered for this design. 2)
Wind: ASCE
7-10; Vult=150mph (3-second gust) Vas&l 16mph;
TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11; Exp
C; Encl., GCpi=0.18; MWFRS (envelope) and C-C
Exterior(2) zone; cantilever left and right exposed; end vertical
left exposed;C-C for members and forces & MWFRS
for reactions shown, Lumber DOL=1,60
plate grip DOL=1.60 3) This truss
has been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads. 4) * This
truss
has been designed for a live load of 20.Opsf on
the bottom chord in all areas where a rectangle 3-6-
0 tall by 2-0-0 wide will fit between the bottom chord and
any other members, with BCDL 10.Opsf, 5)
Provide mechanical
connection (by others) of truss to bearing plate
capable of withstanding 375 lb uplift at joint 2 and
375 lb uplift at joint 6. LOAD CASE(S)
Standard Dead Load
Defl, =
5/16 in PLATES GRIP MT20
244/190
Weight: 131 lb
FT = 10% NKT;k;WXMRIVI- ?'
aW'Jf 04 iip Fyox'
o W . W in for 0, . cel." 0 tq r 9".w iy" eq 'r.AdN " t4 W V 9 11, '011- 11 At M W. .4N to 1 4 6'e, —oll— *eki',,me' "Atio,, ii—OM! 4"
ry-04 uwAt,'*'e IVIOI. l'y'
l"""",s,.I,"'etT,,i(4,ml"N,v lp."Mt:,.'g.,0,,,%,.,, 4452 St, Lucie Blvd, op',31hi '10 1016
1 Roof imm kolhoy 1. Tomb 111, N, to ffuidwiop of M, 40'Votoni"44tty lorm, " itiolt'lided .4001 the ."Veo P'wiop beet A-1 441 lwwt
Job Truss Truss Type
WRCSUKL A06 Roof Special
city 1 Ply RYAN HOMES / S
1 i 1
i
i I Job Reference (oDtional
hisses, Fort Pierce, FL 34946, design@a1truss.com Run: 83.210 s 1 May 18 2018 Print: 8-210 s
ID:?sOQvllzBGko2hFl
11-0- 6-2-11 10-8-0 12-4-0 21-0-0
1 -0-or 6-2-11
1
4-,-5-- I I -8-0f- 11 8-m 4x4
4
55x6 5x6 ,- A003867,
51 Inc.
Fri Jun 8 15:36:20 2018 Paget u2tTuVytJQcGn2C_
jXCSMZrCtelz8JZ 1-
0-9 1-
0-0 Dead
Load Defl. = 5/16 in 4x4
3X8
4x6 3x4
4x4 10-
8-0 21-0-0 30-0-0 10-
8-0 10-4-0 9-0-0 Plate
6ffsets,(X,Y)-- [7,10-2-2,Edgej LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/delf 1L/d PLATES GRIP iTCLL20.0 Plate Grip DOL 1.25 TC 0 Vert(LL) -0.22 11-14 >999 360 1 MT20 244/190 TCDl-
10,0 1 Lumber DOL 1,25 BC 0.66 Vert(CT) -0.51 11-14 >707 240 BCLL
0.0 Rep Stress Incr YES j WS 0.57 Horz(CT) 0,08 7 n1a n/a BCDL
10,13 i Code FBC2017ITP[2014 Matrix -MS Wind(LL) 0,31 9-17 >999 240 Weight: 134 lb FT = 10% LUMBER -
TOR
CHORD 2x4 SIP No.2 *Except' T3,
1-412x4 SP M 30 2) Wind: ASCE 7-10; Voft= I 50mph (3-second gust) BOB
CHORD 2x4 SID M 30 Vasd--1 16mph; TCDL75,Opsf; BCDL=5.Opsf; h=25ft; WEBS
2x4 SP No.3 Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) BRACING-
and C-C Exterior(2) zone, cantilever left and right TOP
CHORD exposed ; end vertical left exposed;C-C for members Structural
wood sheathing directly applied. and forces & MWFRS for reactions shown, Lumber BOT
CHORD 001-m1.60 plate grip DOL;=1.60 Rigid
ceiling directly applied or 5-8-6 oc bracing. 3) Provide adequate drainage to prevent water WEBS
ponding. 1
Row at midpi 5-9 4) This truss has been designed for a 10.0 psf bottom MiTelk
recommends that Stabilizers and required chord live load nonconcurrent with any other live i
cross bracing be installed during truss erection, in loads.
5) *
This truss has been designed for a live load of accordance
with Stabilizer Installation guide. 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 REACTIONS, (
lb/size) bottom chord and any other members. 21260/0-3-8 (min, 0-1-8) 6) Provide mechanical connection (by others) of truss 7 = 1260/0-3-8 (min. 0-1-8) to hearing plate capable of withstanding 337 lb uplift at MaxHorzjoint2and414lbupliftatjoint7. 4 -
06(LC 13) Max
Uplift 2 =-
337(LC 12) LOAD CASE(S) 7
414(LC 13) Standard Max
Grav 2
1260(LC 1) 7 =
1260(L-C 1) FORCES. (
lb) Max.
Comp./Max. Ten, - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-2494/1771, 3-4=-2105/1461, 4-
5=-2087/1520, 5-6=-2118/1561, 6-
7=-2372/1561 BOT
CHORD 2-
11=-1488/2271, 10-11=-1414/2347, 9-
10=-141412347, 7-9=-1244/2105 WEBS
3-
11=-451/529, 4-11=-1021/1488, 5-
11 =- 1155/953, 5-9=-2971193, 6-
9=-36/472 NOTES-
1)
Unbalanced roof live loads have been considered for this
design, AW'
hmv I. TomO 'IT, 01Nit" , 4 .... 11 W1. a 1. Iff, 1.9 Wli W W M 1 1, er- ah, -nm e, eeid 0 hwl x",'welm. I, It
83 A-.
1 V"d — M4 k, 111.! 1 IkO all wV 15 1, St. i Ilde blvd op1n;
hIO2W6A bdf5vistz koth.yl TmWILPL hPodo'l- of M, dune ,,n nfty br., " P,41,Wwtevt the-",& ptimSssloa trey A -I Rof h ... 40-Y I, Tomb III, P f, fort `
gorse, FL 34946
Job Truss Truss Type
WRCSUKL A07 Roof Special Girder
RYAN
Job
A0038676
Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:20 2018 Page 1
ID:?sOQvllzBGko2hFpRYibzzzOpep-IxXoTcKsriJ4wgu2tTuVyUQcGG29zjR9smzraelz8JZ9
10-8-0 14-4-0 18-6A 23-0-0 30-0-0 1,-O-
1-0-0 6-1-10
t fi4:6--3-8-0 4-2-4
1
4-5-12 7-0-0 11-01
4x4 11 Dead Load Defl. = 5/16 in
13 11 lu
3X8 6x8
5x10 MT20HS
3X8 34 1
4x10
10-8-0 18-6-4 23-0-0 30-0-0
7-10-4 4-5-12 7-0-0
Plate Offsets X - Y)-- [5:0-4-0,Edge1,[7:0-2-7,Edge1,[8:0-5-0,0-1-111,[10:0-4-8,0-1- 81
LOADING (ps f) SPACING- 2-0-0 CS1. DEFL. in (for-) I/defl L/d PLATES GRIP
TCLL 20— Plate Grip DOL 1,25 TC 0.89 Vert(LL) 0.32 10-11 999 360 MT20 244/190
TCDL 110.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.63 10-11 571 240 1 MT20HS 187/143
BCLL 0.0 f Rep Stress Incr NO WEI 0.95 Horz(CT) 0.12 8 n/a n/a
BCDL 10.0 Code FBC2017rTP12014 Matnx-MS Wind(LL) 0.36 10-11 996 240 Weight: 162 lb FT = 10%
LUMBER-
TOP CHORD 2x4 SP No.2 `Except" NOTES-
T3: 2x4 SP M 30, T4: 2x4 SP 240OF 2.OE
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP NcL3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-3-13 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 7-0-10 oc bracing.
WEBS
I Row at midpt 5-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1834/0-3-8 (min. 0-1-8)
8 = 2791/0-3-8 (min, 0-2-5)
Max Herz
2 = 86(LC 28)
Max Uplift
2 549(LC 8)
8 958(LC 9)
Max Grav
2 1834(LC 1)
8 = 2791(-C 1)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-4010/1215, 3-4=-3648/1135,
4-5=-3621/1123, 5-6=-6694/2270,
6-7=-6694/2270, 7-8=-6715/2281
BOTCHORD
2-13=-1109/3671, 12-13=-1820/5967,
11-12=-1820/5967, 11-18=-2016/6217,
10-18=-2016/6217, 8-10=-1992/6128
WEBS
3-13=-414/302, 4-13=-741/2502,
5-13=-3376/1248, 5-11 =-497/1023,
6-11 =-265/183, 7-11 =-354/653,
7-10=-468/1750
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=1150mph (3-second gust)
Vascl=l 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft;
Cat' I I ' Exp C; Encl_ GCpi=0,18: MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
pending.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10,0 psf bottom
chord live load nonconCLirrent with any other live
loads.
6) * This truss has been designed for a live load of
20,Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 549 In uplift at
joint 2 and 958 lb uplift at joint 8,
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated ioad(s) 298
lb down and 270 lb up at 23-0-0 on top chord, and
1521 In down and 536 lb up at 21-4-12, and 383 in
down and 91 lb tip at 22-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber lncrease=1.25
I Plate Increase=11.25
Uniform Loads (plf)
Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-9=-60, 2-8=-20
Concentrated Loads (lb)
Vert: 7=-201(B) 10=-383(B) 18=-1521(B)
MWqmo to k', Anrlimy T. 1,
4V 0 W" 14" 41- -10 041 -1-014 "9 ;mM 1"110-0 1. 51.00, a z 80083 4451 5t.
Jude blwd, 1 "1 , 1—'
1 V` "Ili " ", "' "I I" " " "" " opy, ight
iTJ 70 16 A I kod 1. 0 wi hlh" 1, bmhc HL N, hp &Iio 0( 1bii fmmol, . P y lw— i pmliiW,d +Aw thit f,M, poiwo. fi 4m A I h.1 1, owl A ohoy I o,b liii, P f 4" i" I "
Job Trus
WRCSUKL B01
RY
Hip Girder A0038677
I
i " , , , , , 1 1, " '''' I - f_ -, _ - J_ , , i Job Reference (optional)
If Trusses, Fort Pierce, FL 34946, design@al truss,com I I I
Run: 83,210 s 1 May 18 2018 Print: 8.210 s May 18 201-8 MiTek Industries, Inc. Fri Jun 8 15:36:21 2018 Pagool
ID:?sOQvIlzBGko2hFpRYibzzzOpep-E75AgyKUYcCni2d31cOBOd9TdRXOS3T??dazA,Cz8JZ81-0-0 7-0-0 10-8-0 14-4-0 21-4-0 22-4-01-6-0 7-6-0 3-8-0 3 -8-0 7-0-0 1 16--6 -I AvA
i
to to 3x8
1,5x4 I! 3x8 4x4 1
5x4 1: 3X8 7-
0-0 10-8-0 LOADING (
pso SPACING- 2-0-0 CS1. DEFL. in 10c) I/defi L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.15 10 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.29 10 878 240 BCLL
0,0 Rep Stress Incr NO I WB 0.24 Horz(CT) 0.09 6 n/a n/a BCDIL
10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.17 10 999 240 LUMBER
TOP
CHORD 2x4 SP M 30 *Except* T2:
2x4 SIP No-2 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-6-8 oc purlins.
BOTCHORD
Rigid
ceiling directly applied or 6-8-10 oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide, REACTIONS. (
lb/size) 2 =
1787/0-3-8 (min. 0-2-2) 6
1787/0-3-8 (min, 0-2-2) Max
Herz 2
59(LC 31) Max
Uplift 2
618(LC 8) 6
618(LC 9) Max
Grav 2
1787(LC 1) 6
1787(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten, - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-3839/1299, 3-18=-3895/1386, 4-
18=-3895/1386, 4-19=-3895/1386, 5-
1 9=-3895/1386, 5-6=-3839/1299 BOT
CHORD 2-
11=-1151/3475, 11-20=-1152/3503, 10-
20=-1152/3503, 10-21 =-1 113/3503, 9-21 =-
I 113/3503, 8-9=-1113/3503, 6-8=-1
112/3475 WEBS 3-11 =-
35/
643, 3-1 0=-236/61 0, 4-1 0=-
501/353, 5-1 0=-236/61 0, 5-8=-351643
NOTES- 1) Unbalanced
roof
live loads have been considered for this design.
2) Wind: ASCE
7-10; Vult=l 50mph (3-second gust) Vasd=l 16mph;
TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Gat. 11; Exp
C; Encl., GCpi=0,18; MWFRS (envelope); cantilever left and
right exposed ; end vertical te* 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) Provide mechanical
connection (by other—,) of truss to bearing plate
capable of withstanding 618 lb uplift at joint 2 and
618 lb uplift at joint 6, 7) Hanger(s)
or other connection device(s) shall be provided sufficient to
support concentrated load(s) 248 b down and
270 lb up at 7-0-0, 123 lb down and 139 b up at
9-0-12, 123 lb down and 139 lb up at 10-8-0, and 123 lb
down and 139 lb tip at 12-3A, and 248 lb down and 270
lb up at 14-4-0 on top chord, and 383 lb down and
91 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down
at 10-8-0, and 88 lb down at 12-3-4, and 383 lb down
and 91 Ib up at 14-3-4 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others. 8) In the
LOAD CASE(S) section, loads applied to the face of the
truss are noted as front (F) or back (B). LOAD CASE(S)
Standard 1) Dead +
Roof
Live (balanced): Lumber Increase= 1,25 I Plate Increase=
1.25 Uniform Loads (plf)
Vert: 1-3=-
60, 3-5=-60, 5-7=-60, 12-15=-20 Concentrated Loads (lb)
Vert: 3=-20
1 (B) 5=-201 (B) I I =-383(B) 1 0=-71 (B) 4=-123(B)
8=-383(B) 18=-123(B) 19=-123(B) 20=-71 (B)
21 =-71 (B) 21-4-0
7-0-0
PLATES GRIP MT20
244/190
Weight: 93 lb
FT = 10% 4 5 "O-'
acvttMSb ctqw'*S uq J'A '01'; 1- tart IF J"".d ""-
wh v M W4, d N ;w i t' mi TDO 1 MM M I it, e'p .-P- "lov, Aniliony T. romb,.) M, )T. TWW i4o""'t W
t0kj (.Fqm 0 4, 80083 44S(,
Lude 8I.d.
FL 34916 r 0 t
qI ce,
Job
ITruss
Truss Type QtY PIY RYAN HOMES/ SUMMERLAND
WRCSIJKL B02 Hip 1 1
A0038678
Job Reference (optional) —
AllRooffrusses, Fort Pierce, FL 34946, design @a 1 truss,com Run: 83,210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:36:22 2018 Page 1
ID:2sOQvilzBGko2hFpRYibzzzOpep-iJfYuIL6JwKevCCFbJYQZriePrpHBY09DHKXiez8JZ7
1-0-0 1 9-0-0 12-4-0 21-4-0 22-4-0
1-0-0 9-0-0 3-4-0 9-0-0 1-0-0
4x8
44 Dead Load Defl. = 114 in
4x4
3x4
4x4 1.5x4 i I
4x4
9-0-0 12-4-0 21 A-0
9-0-0
I
3-4-0 9-0-0
Plate Offsets (X,Y)-- 16-5-0,0-2-41
LOADING (pso SPACING- 2-0-0 Csl. DEFL. in loc) I/den Lld j PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 i TIC 0,72 I
Vert(LL) 0.19 9-12 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0,92 Vert(CT) 0,45 9-12 568 240
BCLL 0,0 Rep Stress Iner YES WB 0.10 Horz(CT) 0.04 5 n/a n1a
BCDL 10'0 I Code FBC2017fTP12014 Matrix -MS Wind(LL) 0,29 7-15 870 240 Weight: 86 In FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-8-11 oc
purfins,
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
Mifek recommends that Stabilizers and required i
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS, (lb/size)
2 913/0-3-8 (min. 0-1-8)
5 = 913/0-3-8 (min. 0-1-8)
Max Horz
2 74(LC 16)
Max Uplift
2 261(LC 12)
5 = 261(LC 13)
Max Grav
2 913(LC 1)
5 913(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1 437/976, 3-4=-1 26511016, 4-5=-
1437/975 BOT CHORD
2-9=-
697/1259, 8-9=-69711265, 7-8=-
69711265, 5-7=-700/1259 WEBS 3-
9=
0/257, 4-7=- 17/257 NOTES- 1)
Unbalanced
roof live loads have been considered for this design.
2) Wind:
ASCE 7-10; Vult=150mph (3-second gust) Vasd=1
16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft Cat. 11 '
Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C-
C Exterior(2) zone; cantilever left and right exposed ; end
vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.
60 plate grip DOL=1.60 3) Provide
adequate drainage to prevent water ponding. 4)
This
truss has been designed for a 10.0 psf bottom chord live
load nonconcurrent with any other live loads. 5) *
This
truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members, 6) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 261 In uplift at joint 2
and 261 In uplift at joint 5, LOAD CASE(
S) Standard An'
hm
y 1, Tombo IF, ;'A d to
0 '-r'K 0 z 80683 445 t,
ucw. 51A, Q't, '
oc,, Vi, --V46
Job Tmss Truss Type
1city 101y RYAN HOMES / SUMMERLAND
WRCSUKL B04 Common 4
1 1 Job Reference (optional)
Al Roo(Trusses, Fort Pierce, FL 34946, design@a 1 truss com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 M18 MiTek Industries, Inc. Fri Jun 8 15:
ID:?sOQvilzBGko2hFpRYibzzzOpep-einJJzNMrXaM9VMeikaueGn1lfaW
1-0-0 5-7-14 10-8-0 15-8-2
i 21-4-0
1-0-0 5-7-14 5-0-2 5-0-2 5-7-14
10-8-0
10-8-0
ff
4x4 -
4
5X8
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in oc) I/defl Lod
TCLL 20.0 Plate Grip DOL 1.25 TC 0,54 Vert(I-L) 0.18 7-10 999 360
TCDL 10,0 Lumber DOL 1.25 BC 0.62 j Vert(CT) OA0 7-10 647 240
BOLL 0,0 t Rep Stress Incr YES WB 0,30 1 Horz(CT) 0.04 6 n/a n/a
BCDL 10.0 Code F13C2017/TP12014 j Matrix -MS Wind(LL) 0.11 7-10 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-0-3 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 7-0-1 oc bracing.
MiTek recommends that Stabilizer's and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
6 852/0-3-8 (min. 0-1-8)
2 915/0-3-8 (min,0-1-8)
Max Herz
2 95(LC 16)
Max Uplift
6 246(!-C 13)
2 275(LC 12)
Max Grav
6 852(LC 1)
2 915(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown,
TOP CHORD
2-3=-1664/1255, 3-4=-1 237/895,
4-5=-1238/895, 5-6=-1670/1261
BOTCHORD
2-7=-1059/1514, 6-7=-1066/1520
WEBS
4-7=-364/652, 5-7=-498/562,
3-7=-491/554
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10: Vuft=1150mph (3-second gust)
Vasd= 1 16mph: TCDL=5,Opsf; BCDL=5.Opsf: h-2511;
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 member-,
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 246 lb uplift at
joint 6 and 275 lb uplift at joint 2.
LOAD CASE(S)
Standard
A0018679
I
Dead Load Detl. = 3116 In
4x4
PLATES GRIP
MT20 2441190
Weight: 90 lb FT = 10%
Wlk'*I'" Wmy IKI 1"." 41. :Nt'oiv,ft'd eq H. w", t"W19". W t. —ilk 11 atpaet ix and
4,151 St. tLucie 6WZt6aWyIAtMb09I'F['
I o,t ," (ice- FL -34946
Job Truss Truss Type
i Qty Ply RYAN HOMES/ SUMMERLAND
A00386801WRCSUKLCilCornerJack101
Job Reference (optional)
AlRoof Trusses, Fort Pierce, FL 34946, design@al truss cam Run: 83.210 s I May 18 2618 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 1536:25 2018 Page I ID:?
sOQvIlzBGko2hFpRYibzzzOpep-6uLhWJO-cFiDnfxqGS57BTJJ033DOwHbvFYBJzz8JZ4 1-
0-0 0-11-11 1-
0-0 0-11-11 LOADING (
psf) I SPACING- 2-0-0 TCLL
20.0 Plate Grip DOL 1.25 TCDL
10.0 Lumber DOL 1,25 EICLL
0.0 Rep Stress Incr YES BCDL
10.0 Code FBC2017/TP12014 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 0-11-11 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 =
8/Mechanical 2
130/0-3-8 (min. 0-1-8) 4 -
I/Mechanical Max
Herz 2
38(LC 8) Max
Uplift 3 -
5(LC 12) 2 -
82(LC 8) 4
Max
Grav 3 =
8(LC 22) 2 =
130(LC 1) 4
15(C 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; BCIDL=5.Opsf; h=25ft; Cat.
11; Exp C, Encl., GCpi=0.18, MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=11.60 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. 2)(
4 0-
11-11 CS1.
DEFL. in loc) I/defl L/d PLATES GRIP TC
0.10 Veri(LL) 0,00 5 999 240 MT20 244/190 BC
0,01 Vert(CT) 0.00 5 999 180 WB
0.00 Horz(CT) 0.00 4 n/a n1a Matrix -
MP I
I
Ii Weight:
5 lb FT = 10% 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 5 lb uplift at joint
3, 82 lb uplift at joint 2 and 1 lb uplift at joint 4. LOAD
CASE(S) Standard
7
U.4 t* 4 i lxWE4 %flItt-, UVW rJAS & (A"VOS QSUA'%AT"r: 1- t"4f k ptalm9m a4 "a "4' k* !"' k. m' 1-4 W "'' 4'll.y I 1e- .t ( W., qwk"" '' 'M', Nh xnst aq'i . V 110 .f M'I" _.
I. 'W' %, A * R, Tiff" 4,04 k"!"s 4'1J' I " S'-O !".': V'W t' . W W'wlH --d W r 0"law t" i!f "' N sq, I— I,, 14 " 1, IF* W, '4' M I 1b, 6, 1, F. U", .0", WI*V, to'Jlcmv 1. 1"Fnb") -11, ' I 1,0111414 11
4—fMz dt. z 80083 44y1 St.tucte
Blvd, 40 W(411111
Iq I'l—- WA " 411 opyt'shl(c,
916A liollmm b1boyl, Imbo III, P.E. ktPoo(fio Oil, 6"MeAl, iP, ny loan, is p,oh;h,Id wAovl the -Hen pewwon 401 A I Rofit"w,
Job 'Truss
WRCSUKL CJ2P
Al Roof Trusses, Fort Pierce, FL
Iruss type
Corner Jack
truss com
4.04
1-010
AN HOMES /
4
RLAND
A0018681
10 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:25 2018 Oagolol
ID:?sOQvllzBGko2hFpRYibzzzOpep-6uLhWJO_criDn(xqGS57BTJJe32fOwFibvFYB,Vz8JZ41-5-11
1-5-11
2X4
1-15-11
LOADING (psf) SPACING- 2-0-0 CS1. 1 DEFL. in loc) I/defi L/d
TCLL 20.0 Plate Grip DOL 251
t
TC 0,08
i Vert(LL) 0.00 5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 5 999 240
BCLL 0.0 Rep Stress incr YES i WB 0.00 1i Horz(CT) 0,00 3 n/a n/a
BCDL 10.0 Code F13C2017/TP12014 Matrix -MP Wind(LL) 0.00 5 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-5-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 1/Mechanical
4 11 /Mechanical
2 = 187/0-3-0 (min. 0-1-8)
Max Horz
2 = 43(L-C 8)
Max Uplift
3 = 7(LC 9)
4 11(LC 1)
2 = 147(LC 8)
Max Grav
3 5(LC 17)
4 13(LC 16)
2 = 187(LC 1)
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10: Vult=150mph (3-second gust)
Vasd=l 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.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 7 lb uplift at
joint 3, 11 lb uplift at joint 4 and 147 lb uplift at joint 2,
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 6 lb FT = 10%
Atl'0,ony 1, Fovil)T) It!, JtT .1walutif 11 4-11,Til.
MICK; t,tW'. P- pt." TV I k., t-IP—z"',
0.0t :MWIl VwW4--n.d" 4451 M, Jude Blvd. epI,
1ht0 7016A lipeflTmIes Reptoklii,V efth" kowl, to y 1w-, I, pth,bT1cd w!Ifioyl the nnen ptwwoc from A lltnfl,"TeI Aelbwt 1049110 Gft FL
14946
WRCSU KL I CJ3 I Corner Jack 10 1 1
RYAN HOMES / SUMMERLAND
A0038682
Fort Pierce, FL 34946, design@altmss.com
1-0-0
Run: 83.210 s 1 May 18 2018 Print: 8.210 s
ID:?sOQvIlzBGko2hF
2-11-11
2-11-11
2x4
2-11-11
2-11-11
LOADING psf) SPACING- 2-0 CSI. DEFL. in loc) I/defl L/d
TCLL 20.O Plate Grip DOL
O
1.25 TC 0.11 Vert(LL) -0.00 7 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 999 240
BCLL 0.0 Rep Stress Incr YES WEI 0.00 Horz(CT) -0,00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Ntltrix-MP Wind(LL) 0.01 4-7 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No,2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 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 = 187/0-3-8 (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=150rnph (3-second gust)
Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.0ps f ' 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 48 lb uplift at
joint 3 and 71 lb uplift at joint 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 10%
Anrlic)ny T. TO)fnbv, T, P.E.
4.80Q83
4o" ol r,44m"I't, WN, hv".r.:Wr AO.. ?I., T 10— 1, "r" 4,Wu Zlil e t,l ,, ft,sro, I ,I j" V, iq— .14- oam,r— 4,151 St. Lucie NA,
Fort 1ioce, R A,14641 (opynihi 07016 A I toot how hpodooron ofMtduumept,m may form, k ptokhord.ithoof th, -n,o pemisirv, from A I hof Tru55L1
RYAN HOMES / SU
WRCSUKL I CJ4P I Corner Jack i 4
AlRooftrusses, Fort Pierce, FL 34946, design@altruss.wm Ruw 83.210 s I May 18 2018 ID:?
sOQvl 1 '
0-0 3-5-11 1-
0-0 -1- 5 111 I
LOADING (
psf) SPACING- 2-0-0 TCLL
20.0 Plate Grip DOL 1.25 TCDL
10.0 Lumber DOL 1.25 BCLL
0.0 Rep Stress Incr YES BCDL
10.0 Code FBC2017ITP12014 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-5-11 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc; bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 3
71/Mechanical 4
32/Mechanical 2
231/0-3-0 (min. 0-1-8) Max
Herz 2
71 (LC 8) Max
Uplift 3
45(LC 8) 4
30(LC 9) 2
163(LC 8) Max
Grav 3
71 (LC 1 4
52(LC 3) 2 =
231(LC 1) FORCES. (
lb) Max.
Comp,/Max. Ten. - All forces 250 (1h) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
1 16mph; TCDL=5,Opsf; BCDL=5.Opsf: h=15ft, Cat,
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed;
porch left exposed;C-C for mernbers and forces &
MWFRS for reactions shown; Lumber DO[-=
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. Job
s
May 18 2018 MiTek Industries, Inc. Fri Jun AOOJ8683
2x4
0-
4-8 3-5-11 0-
4-8 3-1-3 CSL
DEFL, in loc) I/defl L/d PLATES GRIP TC
0,14 Vert(LL) 0.01 4-9 999 240 MT20 2441190 BC
0.14 Vert(CT) 0.01 4-9 999 240 WEI
0.00 Horz(CT) 0.00 3 n/a n/a Matrix -
MP Weight: 12 lb FT = 10% 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 45 lb uplift at joint
3, 30 lb uplift at joint 4 and 163 lb uplift at joint 2. LOAD
CASE(S) Standard
Vi'
Nxiy 1, AT, P.F, 3— Al, Q-6 !"p, .'N W'f 0 N it', 1'4C Atf tk" I'N 4,4—; '1' W lK l I, qW." 0 1. Ta 1'4 WJ s' 0 W lo" 46'1 . ..... 10. w 4-, v4 1 y ON 11 All
4451 St. Woe Blvd. Volt ;
Iei(e. H, 34946 wfta
pomi,voo 1—A I got Itme,
Job
I
1--sr, I Truss Type QtY
A0038684
Ply RYAN HOMES/ SUMMERLAND
WRCSUKL CJ5 Corner Jack 10
Job Reference (optional)
41 Roof Trusses, Fort Pierce, FL 34946, design@a 1 truss,com Run: 131210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:36:28 2018 Page 1
I D:?sOQvllzBGko2hFpRYibzzzOpep-Vv7Oq8LQtvm4oe7fPxaeqp6xkqG?QbGOlcDnrwlz8JZI
1 0-0 4 11-11
1'0-0
1 - I I i
4-11-11
2x4
4-11-11
4-11-11
Plate offsets (x,Y):q-fj-1o,fj-o-o1 -- p
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defi Lld
TCLL 20.0 Plate Grip DOL 1,25 TU 0.41 Vert(LL) 0.03 4-7 999 360
TCDL 10.0 Lumber DOL 1,25 BC 0.37 Vert(CT) 0,06 4-7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10,0 Code FBC20171TP12014 Matrix -IMP Wind(LL) O.06 4-7 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No,2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-11 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)
3 126/Mechanical
2 = 263/0-3-8 (min. 0-1-8)
4 = 64/Mechanical
Max Herz
2 115(LC 12)
Max Uplift
3 = -89(LC 12)
2 -80(LC 12)
Max Grav
3 126(LC 1)
2 = 263(LC 1)
4 90(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph: TCDL=5.Opsf; BCDL=5.Opsf; h=25ft:
Cat. 11; Exp, C; Encl., GCpi=O. 18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1,60
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 89 lb uplift at
joint 3 and 80 lb uplift at joint 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 17 lb FT = 10%
An'llmly 1, rml',D A I,-
ut.u0 W*q t. 0 14' 1.. 1. NoPq kvvv s t' ;.'w a 1,t It, A, 4' .4 N *' LA j * W.IN 1 1, 4p.' 4 t. N A Wt'—" 1114", .4 t' ,'I, ."pVM, 'f Z 30083
4—ult p—ro., It 10—V 1451 "A' Lune ffl'd.
0'4%1,4*11-111MWOII Fwt FL 349116
Whooyl, Tooth 111, `1 P,pwdootoo of this bowmea4 in aap hImI,ptolthod -Veo pe-woohom A I Roof Imim
Job Truss
WRCSUP<L D01
Al
Flat Girder
34946, design@a1truss.com Run: 83.210 s I May 18 2018 Print: 8,
ID:?sOQvilzBGko2hf
10-7-4 15-9-
5-1-12 5-1-1
am
18 2018 MiTek
MMERLAND
A0038685
es, Inc, Fri Jun 8 15 36:29 2018 Page
iEbVHA3LJUrIgErnKYOBqtWOSkz8JZ
21-2-8 22-3-4
5-,5-8 1-0-12
Dead Load Defl, = 1/4 in
3x6 11 7x10 M120HS 1 5x4 11 t-xd
3x6 i I
Offsets
5-5-8 10-7-4 15-9-0
5-1-12 5-1-12 5-5-8
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0,70 Vert(LL) 0.23 11 999 360
TCDL 10,0 i Lumber DOL 1,25 BC 0.811 Vert(CT) 0.46 10-11 545 240
BCLL 00 Rep Stress Incr NO WB 0,76 Horz(CT) 0.06 9 n/a n/a
BCDL 10,0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0,23 11 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No,2 *Except'
B2:2x4 SP M 30
WEBS 2x4 SP No,2 *Except*
Wl: 2x6 SP No,2, W1 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-7-7 oc;
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-8-15 oc bracing.
MiTelk recommends that Stabilizers and -required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
13 1567/0-7-4 (min. 0-1-14)
9 = 1567/0-7-4 (min. 0-1-14)
Max Herz
13 87(LC 4)
Max Uplift
13 = 463(LC 4)
9 463(LC 5)
Max Grav
13 = 1567(LC 1)
9 1567(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-13=-1463/493, 2-14=-3319/867,
14-15=-3319/867, 3-15=-3319/867,
3-16=-33301874,16-17=-3330/874,
17-18=-3330/874, 4-18=-3330/874,
4-1 9=-33371874, 19-20=-3337/874,
5-20=-3337/874, 5-21 =-3337/874,
6-21=-3337/874, 6-22=-3337/874,
22-23=-3337/874, 7-23=-3337/874,
7-9=-14591493
BOT CHORD
12-26=-1187/4469, 26-27=-1187/4469, 27-28=-
1187/4469, 11-28=-1 187/4469, 11-29=-118714469,
29-30=-1187/4469, 30-31 =- 1187/4469, 10 -31 =-
118714469 BOT CHORD 12-26=-1187/4469,
26-27=-
1187/4469, 27-28=-1187/4469, 11-28=-118714469, 11 -
29=-1 187/4469, 29-30=-1187/
4469, 30-31 =-1 187/4469, 10-31 =-1 187/
4469 WEBS 2-12=-860/3357, 3-12=-496/,290,
4-
12=-1211/334, 4-1 1 =0/379,
4-1 0=- 1205/332, 6-1 0=-4951290, 7-
10=-867/3368 NOTES- 1) Wind: ASCE 7-10;
Vult= I 50mph (3-
second
gust) Vasd=l 16mph; TCDL=5,0psf; BCDL=5.Opsf; h=
15ft, Cat. 11; Exp C, EncL, GCpi=O. 18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left and right
exposed; Lumber DOI_= 1.60 plate grip DOL= 1 .
60 2) Provide adequate drainage to prevent water ponding. 3) All
plates are MT20 plates unless otherwise indicated.
4)
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 463 lb uplift at
joint 13 and 463 lb uplift at joint 9. PLATES
GRIP MT20 244/190 MT20HS 187/143 Weight: 111
lb FT =
10% 7) Hanger(
s) or other
connection device(s) shall be
provided sufficient to support concentrated load(s) 11 lb down
and 7 lb up at 0-2-12,
80 lb down and 74 lb up at 2-0-12, 80 lb down and 74
lb up at 4-0-12, 80 lb down and 74 lb up at 6-0-12, 80
lb down and 74 lb up at 8-0-12, 80 lb down and 74 lb
up at 10-0-12, 80 lb down and 74 lb UP at 11-1-12, 80
lb down and 74 lb up at 13-1-12, 80 lb down and 74
lb up at 15-1-12, 80 lb down and 74 lb up at 17-1-12,
and 80 lb down and 74 lb up at 19-1-12, and 11 lb
down and 7 Ila up at 20-11-12 on top chord, and 59 lb down
at 2-0-12, 59 lb down at 4-0-12, 59 lb down at
6-0-12, 59 lb down at 8-0-12, 59 lb down at 10-0-
12, 59 lb down at 11-1-12, 59 lb down at 13-1-12,
59 lb down at 15-1-12, and 59 lb down at 17-1-
12, and 59 lb down at 19-1-12 on bottom chord. The design/selection
of such connection device(s) is the responsibility of others. 8)
In the LOAD CASE(S) section, loads applied
to
the face of the truss are noted as front (F) or
back (B), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber
Increase= 1,25
I
Plate Increase=1.25 Uniform Loads (plf) Vert: 1-
2=-60, 2-7=-60,
7-8=-60,
9-13=-20 Concentrated Leads (lb) Vert: 14=-80(B) 15=-80(6)
16=-80(6)
17=-8f)(B) 18=-80(B) 19=-80(B) 20=-80(B) 21 =-
80(B) 22=-80(B) 23=-80(B) 247-52(B) 25=-
52(B) 26=-52((3) 27=,52(B) 28=-52(B) 29=-
52(B) 30=-52(B) 31 =-52(6) 32=-52(B) 33=-
52(B) 10083 W" q.tv_ 4451 SL 'Lude Blvd, c OpqWo
IWA
I kodi'mt,
h1hoyl, 16,40110 f
Aoh60y
1, IOMWIlij L tort 1 L 34946
Job Truss Truss Type
WRCSU'KL FG1 FLAT GIRDER
RYAN HOMES / SLIMMERLAND
A0038686
I Roof Trusses, Fort Pierce, FL 34946, design((Da 1 truss. com
1-6-2
lay 18 2018 Pont: 8.210 s May 18 2018 MiTek Industries, Inc.
ID ?sOQvilzBGko2hFpRYibzzzOpep-WaCMhRVg4CfFHEbVii
12- 1 -6 , 14,3-12 16-6-1 16,7,13 18-8-7
3x10
Dead Load Deft. = 9116 in
5X6
3X10 Uts Ix 10 M I AiM, M4 ZX4 11 JX4 JX4 5x6
18-10-3
2-6-1 4-8-7 6-10-12 9-1-9 10-7-4 12-0-11 14-3-12 16-6- 1 18-6-11 1 q-q'7 21-2-8 28-
1 2-2-5 2-2-5 1 2-2-13 1 1-5-11 5
1-
5-11 2-2-13 2-2-5 2-0-9 0-v12 2-4-5 0-
i-Q Plate
offsets (X,Y)-- 2:0-3-8,0-1-8], [3:0-3-8,0-1-8], [4:0-3-8,0-1-8], 8:0-3-8,0-1-81, [10:0-340-1-81, (11:0-3-8,0-1-81, 14:0-3-8,6-1-,91, 15:0-3-8,0-1-81, [20:0-5-0,0-5-4], 21:
0-3-8,0-1-8], [22:0-3-8,0-1-81 LOADING (
pso SPACING- 2-0-0 CS11, DEFL. in (loc) Well L/d i PLATES GRIP TCLL
20.0 i Plate Grip DOL 1.00 TC 086 Vert(LL) 0,29 18 867 360 MT20 244/190 TCDL
10.0 Lumber DOL 100 BC 0,82 Vert(CT) 0.85 18 293 240 MT20HS 1871143 BCLL
0.0 Rep Stress Incr NO WB 0,72 Horz(CT) 0.10 13 n/a n/a BCDL
10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.29 18 855 240 Weight: 238 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP 240OF 2.0E BOT
CHORD 2x6 SP 2400F 2.OE WEBS
2x4 SP No.3 *Except' W1
i 2x6 SP No,2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-7-4 oc purlins,
except end verticals. BOT
CHORD Rigid
coiling directly applied or 10-0-0 oc bracing, REACTIONS. (
lb/size) 23 =
347710-7-4 (min. 0-1-8) 13 =
346710-7-4 (min. 0-1-8) Max
Herz 23 =
39(LC 6) Max
Uplift 23 =
93(LC 4) 13
143(1-C 5) Max
Grav 23 =
3477(LC 1) 13
3467(LC 2) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 1-
23=-724/181, 1-24=-715/0, 2-24=-715/0, 2-
25=-6466/0, 3-25=-646610, 3-
4=- 11580/0, 4-5=- 1543310, 5-
6=-17176/0, 6-7=-17173/0, 7-
8=- 15188/0, 8-9=-11585/0, 9-10=-
11585/0, 10-26=-6442/0, 11-26--
6442/0, 11-27=-714/0, 12-27=-
714/0, 12-13=-727/237 BOTCHORD 22-
23=
0/6466, 21-22=0/1 1580, 20-21=
0/15142, 19-20=0/17176, 18-19=0/17879, 17-18=
0/17879, 16-17=0/17173, 15-16=
0/15188, 14-15=0/1 1585, 13-
14=0/6442 WEBS 5-19=0/292, 7-
17=
0/298, 5-20=-1951/0, 2-23=-6218/0, 4-20=
0/927, 2-22=0/1901, 4-21 =-3873/0, 3-22=-
5562/0, 3-2 1 =0/1 562, Continued on page 2 WEBS 5-
1 9=0/292,
7-
17=0/298, 5-20=- 1951 /0, 2-23=-6218/0, 4-20=
0/927, 2-22=0/1 90 1, 4-21 = -3873/0, 3-22=-
5562/0, 3-21=0/1562, 11-13=-
6194/0, 7-16=-2158/0, 11-14=
0/1908, 8-16701838, 10-14=-5593/0,8-15=-
3918/0, 10- 1 5=0/1 599,
6-1 8=0/314, 6-19=-832/0, 6-17=-83410 NOTES- 1) 2-
ply truss to
be
connected together with 1 Od 0,131"x3") nails as follows:
Top chords connected as follows: 2x6 -
2 rows staggered at 0-9-0 oc,
2x4 - I row at 0-4-0 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) Wind:
ASCE 7-10; Vult=
150mph (3-second gust) Vas&1 16mph; TCDL=5.Opsf;
BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=
0.18; MWFRS (envelope); cantilever left and right exposed: end
vertical left exposed, Lumber DOL"1,60 plate
grip DOL=1.60 4) Provide adequate drainage to prevent
water pending, 5) All plates are MT20
plates
unless otherwise indicated. 6) This truss has been
designed
for a 10.0 psf bottom chord live load nonconcurrent with any
other live loads, 7) * 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
93 lb uplift at joint 23 and 143 lb uplift
at joint 13. 9) Load case(s) 2, 14,
15, 16, 17, 18 has/have been modified. Building designer must review loads
to verify that they are correct for the
intended use of this truss, 10) Hanger(s) or other connection
device(s) shall be provided sufficient to support concentrated load(
s) 390 Ito down and 211 Ita up
at 0-2-12, 65 lb down and 19 lb up at 1-0-0, 134
lb down and 63 lb up at 3-0-0, 208 lb down and 124 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 tip at
10-7-4, 282 lb down and 84 lb up at 12-2-8, 282
Ita down and 84 lb up at 14-2-8, 208 lb down and 124 lb up
at 16-2-8, 134 lb down and 63 lb up at 18-2-8,
and 65 lb down and 19 lb Lip at 20-2-8, and 390 lb
down and 265 Ito up at 20-11-12 on top chord. The design/selection of
such connection device(s) is the responsibility of
others. LOAD CASE(S) Standard 1) Dead +
Roof Live (balanced):
Lumber
Increase=1.0C Plate Increase=1.00 Uniform Loads (
pit) Vert: 1-12=-
170, 13-23=-
20 Concentrated Loads (lb) Vert: 1=-390
9=-208 12=-
390 5=-282 7=-282 4=-282 3=-208 8=-282 6=-282
24=-65 25=-1 34 26=-134 27=-65 2) Dead + 0,75 Roof
Live (balanced) +
0.75 Attic Floor: Lumber Increase=1.00, Plate Increase= 1.
00 Uniform Loads (pin Vert: 1-12=-190,
13-23=-20
Concentrated Loads (lb) Vert: 1 =-324 9=-
181 12=-324
5=-246 7=-246 4=-246 3=-181 8=-246 6=-,246 24,---
56 25=-116 26=-1 16 27=-56 14) Dead: Lumber Increase=0.90,
Plate Increasez0,
90 Pit. metal=0.90 Uniform Loads (pif) Vert:
1-12=-170, 13-
23=-e0 Concentrated
Loads (lb) Vert: 1=-127 9=-101
12=-127 5=-
140 7=-140 4=-140 3=-101 8=-140 6=-140
24=-27 25=-63 26=-63 27=-27 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) nWN ,0414,' An luny 1,
lombo :U, ]'J
4 " 0 W*4 i, th WlVfly ON
1- U 1.4"t Nr' . 'coew 0 In or, u 4: nkI. k' 0.y4, .", R 1 0 'n -04 M .' toq ON'-, 4451 S(, i uct'. Blvd, F o,t a occ, F
L 3,1946 A41hopyiA4401101, 4p,
04400 OM's immt io ooy totm,is pAboud
tho,onhe -Heq pewwos 1mm A I Roof zt
RYAN HOMES / SUMMERLAND -
A00186862JobReferencefontionallF
Job Truss 'TrussType WRCSUKL
I FG1 FLAT GIRDER Al
Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com LOAD
CASE(S) Standard
Uniform
Loads (plf) Vert:
1-12=-125, 13-23=-20 Harz:
1-23=31 Concentrated
Loads (lb) Vert:
1 =80 9=83 12= 121 5=48 7=48 4=48 3=83 8=48 6=
48 24=13 25=42 26=42 27=13 16)
Dead + 0,75 Roof Live (bal,) + 0,75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=
11.60, Plate Increase=1,60 Uniform
Loads (plf) Vert:
1-12=-125, 13-23=-20 Horz:
1-23=-8 Concentrated
Loads (lb) Vert:
1 =80 9=83 12=1 21 5=48 7=48 4=48 3=83 8=48 6=
48 24= 13 25=42 26=42 27= 13 17)
Dead + 0,75 Roof Live (bal.) + 0.75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber
Increase=1.60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
1-12=-125, 13-23=-20 Horz:
1-23=24 Concentrated
Loads (lb) Vert:
1 =80 9=83 12= 121 5=48 7=48 4=48 3=83 8=48 6=
48 24= 13 25=42 26=42 27= 13 18)
Dead + 0,75 Roof Live (bal.) + 035 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber
lncrease=1.60, Plate lncrease=1,60 Uniform
Loads (plf) Vert:
1-12=-125, 13-23=-20 Horz:
1-23=-5 Concentrated
Loads (lb) Vert:
1 =80 9=83 12=1 21 5=48 7=48 4=48 3=83 8=48 6=
48 24=13 25=42 26=42 27=13 83.
210 s 1 May 18 2018 Print: 8.210 s May I
y
18 20 11
18
MiTo k Industries, Inc.- Fri Jun 8 15: 1
36:
29 2018 Page ID:?
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You-1, it 3,4946
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
WRCS6KL FG2 FLOOR I I A0038687
At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 83.210 s 1 May 18 2018 Point: 8.210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15i36:30 2018 Page 1
ID:?sOQvllzF3Gko2hFpRYibzzzOpep-Ts8aZ1R7QNKWtQpo3?hluX13G4X?3?iK3XGy_Az8JZ?
1-5-2 3-7-3 5-9-12 7-3-13 10-1-3 12-7-8
1 -5-2 2-2-1 2-2-9 1-6-1 2-9-7 2-6-5
1 3x6
2x4 11
1.5x4 11 1,5x4 11 5X10 = 1 50 i1
2x4 11
1.5x4 H 3x6
3-7-3 5-9-12 7-3-13 10-1-3 12-7-8 t
1 2-
2-1 2-2-9 1-6-1 2-9-7 2-6-5 4-
01, [1210-3-8,0-1-8], [13.0-M,0441 4x4
11 LOADING (
pso SPACING- 2-0-0 CST. DEFL. in loc) I/dell L/d PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) 0,05 9-10 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) 0,07 9-10 999 240 BCLL
0,0 Rep Stress Incr NO WB 0.76 i Horz(CT) 0,01 8 n/a n/a BCDL
5,0 Code FBC2017/TP12014 Matrix -MS Weight: 129 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x6 SP No,2 WEBS
2x4 SP No.3 *Except' Wi:
2x6 SP No.2, W5i 2x4 SP N0.2 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. REACTIONS. (
lb/size) 14 =
1793/0-3-8 (min. 0-1-8) 8 =
228910-3-8 (min. 0-1-8) 11
5886/0-3-8 (min. 0-3-8) Max
Grav 14 =
1809(LC 3) 8 =
2303(LC 4) 11
5886(LC 1) FORCES. (
lb) Max.
Comp./Max, Ten, - All forces 250 (1h) or less except when
shown. TOP
CHORD 1-
14=-1520/0, 1-2=-2027/0,2-3=-2027/0, 3-
4=-2027/0, 4-5=-3139/0, 5-6=-3139/0, 6-
7=-3139/0, 7-8=-1309/0 BOT
CHORD 12-
13=0/2027, 12-15=-946/0, 11-
15=-946/0, 10-11=-946/0, 10-
16=0/3139, 9-16=0/3139, 9-17=01643, 8-
17=0/643 WEBS
1-
1 3=0/2272, 4-12=0/3175, 4-11 =-3997/0, 4-
10=0/4760, 5-10=-422/0, 6-9=0/282, 7-
9=0/2697 NOTES-
1)
2-ply truss to be connected together with 10d 0,
13 1"x3") nails as follows: Top
chords connected as follows: 2x6 - 2 rows staggered
at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom
chords connected as follows: 2x6 - 2 rows staggered
at 0-6-0 oc, Webs
connected as follows: 2x4 - 1 row at 0-9-0 oc, Except
member 4-11 2x4 - 1 row at 0-7-0 oc. 2)
All loads are considered equally applied to all plies, except
if noted as front (F) or back (B) face in the LOAD
CASE(S) section, Ply to ply connections have been
provided to distribute only loads noted as (F) or B),
unless otherwise indicated. 3)
Unbalanced floor live loads have been considered for
this design. 4)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 Od 0131"
X 3") nails. Strong backs 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) 1
438 :b down at 1-3-12, 1438 lb down at 3-3-12, 1438
b down at 5-3-12, 1438 lb down at 7-3-12, and 1438
lb down at 9-3-12, and 1438 In down at 10-11-8 on
bottom chord. The design/selection of such connection
device(s) is the responsibility of others, LOAD
CASE(S) Standard
1)
Dead + Floor Live (balanced): Lumber Increase=
1.00, Plate Incroaso=1.00 Uniform
Loads (pit) Vert:
1-7=-100, 8-14=-10 Concentrated
Loads (lb) Vert:
13=-1438(6) 12=-1438(B) 10=-1438(B) 15=-
1438(B) 16=-1438(B) 17=-1438(6) W-
4 [gym w'JWkwWv- F ,-,1 tol- -:oo , w
U, " t'W.It Out -94 k , T 0, !,?- It -1 to .1100 0., ON p*utoo "V.141101 + N olf llf" lj Njflvl'i N IN "0, 4, rt I vvwtw,,vk*,, W'
Omi 5DW two". 0 0, ""', 0oA,!]0.*,ja 4" Afto,aof -; .0 4451 t I
uOt blvd. FoO gill(?, 11
j4946 b1hoyl, 1.obo
Ill. P1 ottol 4m'toony lom,lti PrAbdd aohovtht -"e. P,,vwoo hoot A I tool I'"", I ", "
Job
WRCSUKL I FG3 I Flat Girder
Q ty ply RYAN HOMES / SUMMERLAND
1 AOOS8688
Pierce, FL 34946,design@a1truss.com
am 1-6-8
8,210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:30 2018 Paget
2hFpRYibzzzOpep-Ts8aZ1 R7QNKWtQpo3?hluX14L4hP37RK3XGy__Az8JZ? 7-
9-8 10-1-0 2-
3-8 3X6
3x8
3x6 5-
9-12 LOADING (
psf) j SPACING- 2-0-0 CSI. i DEFL. in Ioc) I/defl L/d TCLL
20.0 Plate Grip DOL 1,00 TC 0.41 Vert(LL) 0,01 7-8 999 360 TCDL
10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) 0,02 7-8 999 240 BCLL
0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL
10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.01 8 999 240 LUMBER -
TOP
CHORD 2x6 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 *Except* WI:
2x6 SP No.2 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) 10
1029/0-7-4 (min, 0-1-8) 7
156310-3-8 (min. 0-1-8) 9 =
257510-3-8 (min, 0-1-8) Max
Horz 10 =
39(LC 6) Max
Uplift 10 =
293(LC 4) 7
215(LC 5) 9
226(LC 5) Max
Grav 10
1029(LC 1) 7 =
1563(LC 1) 9 =
2575(-C 1) FORCES. (
lb) Max.
Comp./Max. Ten, - All forces 250 (lb) or less except when
shown. TOP
CHORD 1-
10=-907/286,2-12=-112/947, 12-13=-
112/947, 3-13=- 112/947, 3-14=-1
12/947,4-14=-1 12/947, 4-15=-540/
140, 5-15=-540/140, 5-16=-326/
47, 6-16=-326/47, 6-7=-833/
138 BOT CHORD 9-
10=-67/
633, 8-9=-140/540, 7-8=-286/
1815 WEBS 3-9=-
939/
90, 4-9=- 1741/145, 4-8=-80/588, 2-10=-535/
67, 2-9=-1404/196, 5-8=-1410/
269,5-7=-16351271 Continued on page
2 NOTES- 1) 2-
ply
truss to be connected together with 10d 0. 1 31"
x3") nails as follows: Top chords connected
as follows: 2x6 - 2 rows staggered at 0-
9-0 oc. Bottom chords connected
as follows: 2x4 -1 row at 0-9-0
oc. Webs connected as
follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads
are considered equally applied to all plies, except if noted
as front (F) or back (6) 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= 1 50mph (3-second gust) Vasd=1 16rinph;
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 pending. 5) This
truss
has been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads, 6) * This
truss
has been designed for a live load of 20,Opsf on
the bottom chord in all areas where a rectangle 3-6-
0 tall by 2-0-0 wide will fit between the bottom chord and
any other members. 7) Provide mechanical
connection (by others) of truss to bearing plate
capable of withstanding 293 lb uplift at joint 10, 215
lb uplift at joint 7 and 226 lb uplift at joint 9. 8) Load
case(
s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer
must review loads to verity that they are
correct for the intended use of this truss. 9) Hanger(s)
or other connection device(s) shall be provided sufficient to
support concentrated load(s) 390 lb down and
211 lb up at 0-2-12, 65 lb down and 19 lb up at 1-
0-0, 134 In down and 63 lb up at 3-0-0, 208 lb down and 124
lb up at 5-0-0, and 282 In down and 84 lb up at
7-0-0, and 1442 lb down and 431 lb up at 8-6-8
on top chord. The design/selection of such connection device(s)
is the responsibility of others. LOAD CASE(S)
Standard PLATES GRIP
MT20
2441190 Weight:
113 lb
FT = 10% Standard 1) Dead +
Roof
Live (balanced): Lumber Increase=1.00 I Plate Increase=
11.00 Uniform Loads (plf)
Vert: 1-1
3=-420(Bm-250), 6-13=-1 70, 7-1 0=-20 Concentrated Loads (lb)
Vert: 1 =-390
11 =-65 12=- 134 14-208 15=-282 16=-1442 2)
Dead + 0,
75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1,
00, Plate Increase=1.00 Uniform Leads (plf)
Vert: 1-13=-
409(B=-219), 6-13=-190, 7-10=-20 Concentrated Loads (lb)
Vert: 1 =-324
11 =-56 12=-1 16 14=-181 15,---246 16=-1261 14)
Dead: Lumber
Increase=0,90, Plate Increase=0,90 Pit. metal=O,
qO Uniform Loads (plf)
Vert: 1-13=-
295(B=-125), 6-13=-170,7-10=-20 Concentrated Loads (lb)
Vert: 1=-127
111=-27 12---63 14=-101 15=-140 16=-717 15)
Dead + 0.
75 Roof Live (bal,) + 0.75 Attic Floor + 0.75(0.
6 MWFRS Wind (Neg. Int) Left): Lumber Increase=11.60,
Plate Increase=1.60 Uniform Loads (plf)
Vert: 1-1
3=-440(B=-315), 6-13=-125, 7-1 0=-20 Herz: 1-10=31
Concentrated Loads (lb) Vert:
1 =80 11 =
13 12=42 14=83 15=48 16= 189 16) Dead + 0.75
Roof Live (bal.) + 075 Attic Floor + 0,75(0.6
MWFRS Wind (Neg. Int) Right): Lumber Increase=11.60, Plate
Increase=1,60 Uniform Loads (plf) Vert:
1-1 3=-
367(B=-242), 6-13=- 125, 7-1 0=-20 Herz: 1-10=-8
Concentrated Loads (lb) Vert:
1 =80 1
1 = 13 12=42 14=83 15=48 16= 189 17) Dead + 0.75
Roof Live (bal.) + 075 Attic Floor + 0.75(0.6
MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60,
Plate Increase=1.60 Uniform Loads (plf) Vert:
1-13=-419(
B=-294),6-13=-125, 7-10=-20 Herz: 1-10=24
Concentrated Leads (lb) Vert:
1 =80 11 =
13 12=42 14=83 15=48 16= 189 t,,TRJM"'I ',,I
I R-, 6ll% Y,N ktql,--a, N, 1- ,. I, o.,41fooN 1-4.y 1 td.— A., It 4451 Y L une
Blvd,
Fort Ple,(e, fl- 4946
oppJhl c 7016 A I
Roof Imm
Truss Truss Type Uty Ply RYAN HOMES I SUMMERLAND
FG3 Flat Girder 1 2
A0038688
truss.com Run: 83.210 s I May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-Ts8aZ1R7QNKWtQpo3?hluX14L4h
LOAD CASE(S)
Standard
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 (ptf)
Vert: 1-13=-367(B=-242), 6-13=-125, 7-10-20
Florz: 1-10=-5
Concentrated Loads (lb)
Vert: 1=80 11=13 12=42 14=83 15=48 16=189
1. '.' I UP Qxlk rtW 4 1- I'A' hor po—oo' €C'A wI., I owk Start i Id- %wn -, 41r IdN1 Asa, U 'el WI —oof'
e M, ' A IIe IN t"-14 1; 0', "o .. TW'pt;'Vmo NMI"oo .11 IN 'o' aA' M I .4malll An'hcmy L. Tm o'E, PA it ... r—wilo
9 S' —"s 1-0.;'l it, twc, W'"' N'.40' 0 litIr, 1"t" M *'I",o k"4 9 4, W 1, q 1. 40 sat0 v 11,p 'A'40. M 1, 4-0 wl gvo zj 'N"'Wo
p— ?4- 4451 ',t. i-one Bi,d, Vwt 'P'eim
FL 14946 ts Aft1h6'VIAmbolli ?
I, Ropmocion ofth" .6"111tot -"'A foww.fifiom A I Roof IwI"
WRCSUKL I FI-01 I Floor
Al Roof Trusses, Fort Pierce, FL 34446, 6esign@al truss com
4x8
2 3
aty Ply RYAN HOMES/ SUMMERLAND
1
A003A689
Job Reference (optional)
Run: 83,210 s 1 May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc Fri Jun 8 15:36:31 2018 Page
ID:?sOQvilzBGko2tiFpRYibz,zzOpep-x2iynNSIBhSNVaQ-ciCXQkZApTveoR?UIB?VWqz8J,
1-8-0
If
1-10-8 1-8-0
3x4 = 3x6 FP = 3x4
4 5 6 7 8
Ej
01`1 -8
Dead Load Dell, = 3/16 in
4x8
10 11
2
3x6 4x8 3x 12 MT20HS FP 3x4 4x8 3x6
1.5x4 SP 30
21-2-8
21-2-8
Plate Offsets (X,Y)-- [1: Edge,0-0- 12], [2:0-3-8,Edge], [4:0-1-12, Edge], [8:0-1-12,Edge], [10:0-3-8, Edge],[ 13:0-3-0, Edge], [1 4:0-1-8,Edgel, [15:0-1 -8, Edge], (1 7:0-3-8,Edgel,
19:0-1-8,0-0-12L[21:0-1-8,0-0-121
LOADING (pso SPACING- 2-0-0 CS1. DEFL, in (loc) I/defl L/d I PLATES GRIP
TCLL 40.0 Plate Grip DOL 1,00 TC 0.74 Vert(LL) 0.43 14-15 585 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) 0.59 14-15 427 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WEI 0.82 Horz(CT) 0.10 12 n/a n/a
BCDL 5,0 Code FBC2017fTP12014 Matrix-S Weight: 104 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No.2(flat)
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 4-8-2 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 1146/0-7-4 (min.0-1-8)
18 1146/0-7-4 (min. 0-1-8)
Max Grav
12 1146(LC 1)
18 = 1146(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3715/0, 3-4=-3715/0, 4-5=-4902/0,
5-6=-4902/0, 6-7=-4902/0, 7-8=-4902/0,
8-9=-3713/0, 9-10=-3713/0
BOT CHORD
17-18=0/2162, 16-17=0/4610,
15-16=0/4610, 14-15=0/4902,
13-14=0/4613, 12-13=0/2163
WEBS
10-1 2=-2391/0, 2-18=-2391/0,
10-13=0/1 714, 2-17=0/1 717, 9-13=-252/0,
3-17=-255i0, 8-13=-995/0, 4 -17=-990/0,
8-14=-106/727, 4-15=-1081733,
5-15=-315/10, 6-14=-311 /10 NOTES-
1)
Unbalanced floor live loads have been considered for this
design, 2)
All plates are MT20 plates unless otherwise indicated. 3)
All plates are 1.5x4 MT20 unless otherwise indicated. 4)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1 Od (0, 131 X
3") nails, Strongbacks to be attached to walls at their outer
ends or restrained by other means. 1-
1 CIO 'Aw ow-, 104 retie IUQ. wi 50-'
h.I o T 100 IF-!, ' -v- a w p An-d 'q "4-440y W41 N 1. op'W " Ik' In, .1, 'At, T I An'licony 11 Tomo U!, df, 4451 St,
Ludc Blvd. 10 0- "*"
f4- 40'j ,pierce, IL hpw6aw of $-
Mgntm 41Y fum"pf*hila rr'Ihoql tht -Ile. pe'.Issm ho. A I Rot N'Iel
Ply I RYAN HOMES / SUMMERLAND
WRCSUKL FL02 Floor
m --Rw trusses, Fort Pierce, FL 34946, design@a1tr6ss.c6M
0-1-8
M
2-6-0
1
I i_ I Job Reference (optional) i
s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:32 2018 Page 1
Di?sOQvilzBGko2hFpRYibzzzOpep-PEGK_iTNy?aD6kzAAQimzy6K1tD?XuKdWr1323z8JYz
1
2-5-0
11
1-8-0
1
Dead Load Dart. = 118 in
2
ti
3x6 3X8 3x4 3x8 M T20HS FP 300 -- 4x8 5X6
21-2-8
19-11-8
Plate Offsets (x,y)-- [1:Edge,0-0-12], 14:0-1-8, Edge], [6:0-1-12,Edge], t9:0-3-8,Edgel, [12:Edge,0-1-8]j13:0-3-0, Edge], [14:0-2-8,Edge], [16:0-1-8,Edge], [18:0-3-12,Edge],
20:0-1-8,0-0-12], [22:0-1-8,0-0-12] , [23:0-1-8,0-0-12]
LOADING (psf) I SPACING- 2-0-0 CS1.
TCLL 40A Plate Grip DOL 1.00 TC 0,78
TCDL 10.0 Lumber DOL 1.00 BC 0,96
BCLL 0-0 Rep Stress Incr NO WB 0,81
BCDL 5.0 Code FBC2017ITP12014 I Matrix-S
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,
Except:
6-0-0 oc bracing: 12-13.
REACTIONS. (lb/size)
13 = 233510-3-8 (min. 0-1-8)
19 = 102710-7-4 (min, 0-1-8)
Max Grav
13 = 2335(LC 1)
19 = 1052(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
12-22=-106610, 22-23=-1066/0, 11-23=-106610,
2-3=-3302/0, 3-4=-3302/0, 4-5=-4104/
0, 5-6=-4104/0, 6-7=-3067/0, 7-8=-3067/
0, 8-9=-3067/0, 9-10=0/917 BOT CHORD 18-
19=0/
1963, 17-18=0/4104, 16-17=0/
4104, 15-16=0/3894, 14-15=0/
3894,13-14=0/1578, 12-13=-91710
WEBS 10- 1
3=-
128810, 2-19=-2171 /0, 2-18=0/
1 480, 3-18=-301/43, 4-18=- 1130/0, 9-13=-2353/
0, 9-14=0/1 706, 7-14=-26 1 /0, 6-14=-976/
0, 5-16=-296/0, 10-12=0/1 388, 6-16=-107/
712 NOTES- 1) Unbalanced
floor
live loads have been considered for this design. 2)
All plates
are MT20 plates unless otherwise indicated. 3) All plates
are 1,5x4 MT20 unless otherwise indicated. DEFL. in floc)
Ildefl L/d PLATES GRIP Vert(LL) -0.
48 14-16 >490 360 MT20 244/190 Vert(CT) -0.
57 14-16 >413 240 MT20HS 187/143 tAorz(CT) 0.
08 13 n/a n/a Weight: 106 lb
FT = 101%F, 10%E 4) Recommend 2x6
strongbacks, on edge, spaced at 10-0-0
oc and fastened to each truss with 3-1 Od 0.131" X
3") nails. Strongbacks to be attached JQ walls at their
outer ends or restrained by other means. 5) CAUTION, Do
not erect truss backwards. LOAD CASE(S)
Standard 1) Dead +
Floor
Live (balanced): Lumber Increase=1,00,
Plate Increase=1.00 Uniform Loads (plf)
Vert: 12-19=-
10, 1-11=-100 Concentrated Loads (lb)
Vert: 11 =- 1070
W-t 'I
I rl@W" (I WAI, 11A 4 'WTO) III! X.`A IT; ilklc C ?,XIIrkf' I., "I'," "I '11.1 T z
Ut,fIot," t
aoa..
Al it St:. Lade 51vd lefce, FL 344I6
Job Truss Truss type Qty
WRCSUKL FL03 Floor 5
At Roof -trusses, Fort Pierce, FL 34946, design @altruss.corn - Run: 83.210 s 1 May 18 2018 Print:'
ID:?s0QvIIzB
0-1-8
lil 2-61-0 1 1 2-0-12 11 2-0-0
4x8 3x4 3x4 3x6 FP
RYAN HOMES/ SUMMERLAND
A0038691
Job Reference (optional)
s May 18 2018 MiTek industries, Inc, Fri Jun 8 15'36:32 2018 Pagel
FpRYibzzzOpep-PEGK_iTNy?aD6kzAAQjmzy6KrtGzXtxdWrl32,.3z8JYz
2-0-0 1-11-4 II 1-3-0
Dead Load Deli. = 118 in
4x10 3x3 11 3X4 3x3
3x6 3x8 3x4 4x8 3x6 FP = 400 3x6
19-11-4
Plate Offsets (x,y)--
1
I:Edge,0-6-12], [4:0-1-8,Edge], [6:0-1-12,
1
Edge], [111:0-1 -8
26:0-1-8,0-0-12]
LOADING (psf) I SPACING- 2-0-0 CSL
TCLL 40.0 Plate Grip DOL 1.00 TIC 039
TCDL 10.0 Lumber DOL 1,00 BC 0,77
BCLL 0.0 Rep Stress Incr YES WB 0.84
BCDL 5.0 i Code FBC2017fTP12014 Matrix-5
LUMBER -
TOP CHORD 2x4 SP No-2(flat) *Except'
T2: 2x4 SP M 30(flat)
BOT CHORD 2x4 SP No.2(flat) 'Except*
B I : 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 cc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing,
REACTIONS. (Ib/size)
23 100710-7-4 (min, 0-1-8)
14 = 36/0-3-8 (min. 0-1-8)
17 1749/0-3-8 (min. 0-1-8)
Max Uplift
14 =-163(LC 3)
Max Grav
23 1015(LC 10)
14 208(LC 4)
17 1749(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3153/0, 3-4=-3153/0, 4-5=-3842/0,
5-6=-3842/0, 6-7=-2642/0, 7-8=-2642/0,
8-9=-2642/0, 9-1 0=0/1 297, 10-11 =0/1 295,
11-12=-137/426
BOT CHORD
22-23=0/1886, 21-22=0/3842,
20-21=0/3842, 19-20=0/3547,
18-19=0/1 080, 17-18=0/1 080,
16-17=-426/137, 15-16=A26/137,
14-15=A26/137
WEBS
2-23=-2086/0, 2-22=0/1 401, 3-22=-294/16,
4-22=-963/0, 9-17=-243410, 9-19=0/1 759,
8-19=-253/0, 6-19=-1027/0,
12-14=-174/564, 11-17=-1163/0, 6-20=-
2/694 NOTES- ca
260
5-
9-
12 17:0-
4-8,Edgel, [19:0-2-12,Edge], 20:0-1-8,Fdge], [22:0-3-8, Edge], [24b-1-8,0-0-121, DEFL. in (
loc) I/def! L/d PLATES GRIP Vert(ILL)
0.38 19-20 631 360 MT20 244/190 Vert(CT)
0.51 19-20 462 240 Horz(CT)
0.07 17 n/a n1a Weight: 128
In FT,- 10%F, 10%E 1) Unbalanced
floor live loads have been considered for this
design. 2) All
plates are 1,5x4 MT20 unless otherwise indicated. 3)
Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 163 lb uplift at joint 14,
4) Recommend
2x6 strongbacks, on edge, spaced at 10-0-
0 oc and fastened to each truss with 3-10d 0,131"
X3") nails, Strongbacks to be attached to walls at
their outer ends or restrained by other means. 5) CAUTION,
Do not erect truss backwards, LOAD CASE(
S) Standard AnIhony
TI
T"InbD III, P Wlit;e , 0, t, 0 tan r- 11 ft-3 t?'l Is t4 I, xlat4 k fta et, .0 M 1 1, "s"', 't le, V W .7 I"N dt Jwlee k"Ne sat; .0 k.eI M 4411 St.
LadeBlvd. opolhO020144 ikoalmsts AittIQeyl
104011 PI, 4PIrFoomott of Ikq h-wAt"n fDm, p*eq,d stheul the -ree pewt- 1- A 190411,qw Aetmp,l l, 1-bitlli,pFodI-L 349,
16
Job, Truss j Truss Type
WRCSUKL FL04 Floor
1 Roof Trusses, Fort Pierce, FL 34946, design@a1 truss com
4
q
3
1.5x4 11
1 5x4 := 34
Run: 83.210 s 1 May 18 2018 Print 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:33 2018 Page 1
I D:?sOQvl IzBGko2hFpRYibzzzOpep-tRgjB2U?j li4kuYNk7E? W9ft/kHesGR8mlVUcaVz8JYy
1-3-0 I
1_5x4 it 30 --
1-8-0
1.5x4 11 3x6 ---
0i1(8
1.5x4 11
1.5x4 -
3x4 --- 3x6 -- 1.5x4 H 3x6 ---
13-5-0
13-5-0
Plate Offsets (X,Y)-- [1:Edge,0-0-12[, [2:0-2-12,Edge), [6-0-2-12,Edge], [9:0-1-8,Edge]. [13:0-1-8,0-0-12], [15:0-1-8,0-0-121-
LOADING(psf) j SPACING- 2-0-0 I CSI. DEFL. in (too) I/deft L/d PLATES GRIP
TCLL 40.0 i Plato Grip DOL 1 00 TC 0.78 Vert(LL) 0,17 10-11 911 360 i MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) 0 22 10-11 717 240
BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.03 8 n/a n/a
BCDL 5.0 Code FBC2017ITP12014 Matrix S i iWeight. 67 lb FT = 10°loF, 10°!QE
LUMBER -
TOP CHORD 2x4 SP 1\10.2(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)
8 - 714/0-3-8 (min. 0-1-8)
12 - 721/0-7-4 (min. 0-1-8)
Max Grav
8 - 714(1-C 1)
12 - 721(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-191410, 3-4=-1914/0, 4-5=-1854/0,
5-6=-1854/0
BOT CHORD
11-12=011270, 10-11=0/1854, 9-10=0/1854, 8-9=0/
1294 WEBS 2-12=-
1404/
0, 2-11=0/713, 3-11=-275/2, 4-11=-266/
260, 6-8=- 141810, 6-9=0/763, 5-9=-297/
0 NOTES- 1) Unbalanced
floor
live loads have been considered for this design. 2)
Recommend 2x6
strongbacks, on edge, spaced at 10-0-0
oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or
restrained by other means. 3) CAUTION, Do
not erect truss backwards. LOAD CASE(S)
Standard Wdgtl—u"
IMI -'.
I*%IC FVMt s":t,UrlPVIAti:klSfl„1<TaRC%C7cifi!`§lT,tx,ef„&Z L;%FA las h+tjknp k+adMs e4,4letstAkk!ai#M¢4 1 itt,dl4e
AkMtrt
tvR3ti f'.. telxxtte ltrr s+an are. fides:fit+nr ugdreheiM. asy '41"B—:VI'
NBSe.0W1,WisaMil.kft,..5o.p,e;mn a 4s..0 4#—;1ku0ee®*DPM R4$1"'k s:a}tl ftd ee nsfwa.r-4e,M1 4A6 ; +hony 7. Fombo.1:,.L d egdai^ ua,Mtkyi,
i 1 +Mmdikl r me ze,':e+,<siude mwt4eFaMa ga w;xn dikNt.h +S: 14 iwx>+a w ssstni i qr: re 4,4 10,41, dl di1x.. s,xt,•rlkaAasg•m:ga x xia+aastrrc > sry..p udsnd 3008 i94 FY QRy t4
tf WCi'WIMit ii: Wk f 's 1W NEX Ni of .1- A'40ike GFti#f { 461tlN .A'iNl M rN 4k Y ss ri SitA k^'Fi t'(t ki'IM? k2 iktln t' 4451 St, Lude BNd, a4e<auiArslka`na xit a}
mri+mnxea>iel Mr df prex u./sH. On?nxs rs• 42#uet<is FZi Yet to 4a14s, pue, I e,Si'cs»y+em dsya*rlky kli ssas ras rts xs letnN salts }. Foit P,oere, FL 34446 tapy igptt 12Rl6 A
t Roct tsusscsdnt@any t. Cumba lll, P.E. t¢@rod+ttiort of ki59omment, isaapfw n, ispro4iblmrf xflhcut@t wditen imssiaa hags k-12oei Eeesseshat6unr Ctam6o 3l4, P.t.
Job Truss Truss Type'-
WRCSUKL FL05G FLOOR GIRDER
At Roof Trusses, Fort Pierce, FL 34946, design@a 1 truss. cam Run: 83.210 s
0-1-8 AIA ,
SUMMERLAND
A0038693
8 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:33 2018 Paged
ID:?sOQvllzBGko2hFpRYibzzzOpep-tRqiB2U?iii4kuYNk7E?W9fedHi2GSMmIVUca)/z8jYy
4x4 4x4
Plate Offsets
LOADING (pso SPACING- 14-0 CS1.
TCLL 40.0 Plate Grip DOL 1.00 TC 021
TCDL 10,0 Lumber DOL 1.00 BC 0,40
BCLL 0.0 Rep Stress tncr NO WEI 0.38
BCDL 5.0 Code FBC2017n,PI2014 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 4-1-8 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 = 1177/0-7-4 (min.0-1-8)
5 1175[Mechanical
Max Grav
8 1177(LC 1)
5 = 1175(LC 4)
FORCES. (lb)
Max, Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2 -3=- 1175/0
BOT CHORD
7-8=0/1 175, 6-7=0/1 175, 5-6=0/1 175
WEBS
2-8=-1644/0, 3-5=-1644/0 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. 131 X
3") nails, Strongbacks to be attached to walls at their outer
ends or restrained by other means. 4)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
1)
Dead + Floor Live (balanced): Lumber Increase=1.00, Plate
Increase=1.00 Uniform
Loads (plf) Vert:
5-8=-7, 1-47--67 Concentrated
Loads (lb) Vert:
2=-1032 3=-1028 DEFL.
in (loc) I/deg L/d Vert(
LL) -0.01 6-7 >999 360 Vert(
CT) -0,02 6-7 >999 240 Horz(
CT) 0,01 5 n/a n1a PLATES
GRIP MT20
244/190 Weight:
21 lb FT = 10%F, 10%E 1
41
1'
Vw . A , 1 1,,* W P. t 1, '
44 W t,,t' 4.,q, 0 kp"W t' %"l M ; 1 0q, 'A't .1"'- 19An,
Ox)ny T. Tombo 117, P.F. 80083
1111M.
0, 1M.",
fe-4 N i.1V "'d W-1011 st
44-,
k.1,010f, RW It a'w h1boy I. Tombo III It i
Jet) I russ I russ I ype Qty Ply I RYAN HOMES / SUMMERLAND
WRCS6KL FL06GE Floor Supported Gable 1 1
A0038694
1
11 - Job Reference (optional)
Al Roof Trusses, Fart Pierce, FL 34946, design@altruss.com Run: 83,210 s I May 18 2018 Print: 8-210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:34 2018 Page 1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-LdN5POUeUcqxM27ZIrIE2NBrQh8O?-Ow-9E96XZBJYx
0-11-8 011-8
U3
3A FP
1 2 3 4 5 6 7 8 9
3x3
10 11 12 13 14 is 16 17 18 19 m 91
ci
ca
42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322
3x3 3x6 FP 3x3
24-7-0
24-7-0
Plate Offsets (X,Y)-- [1:Edlge0-0-121,t43:0-1-8,0-0-12],145:0-1-8,0-0-121
LOADING (pso SPACING- 2-0-0 CSL DEFL, in (loc) Udell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1,00 TC 0.08 1 VeFt(LL.) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999
BOLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 22 n/a n/a
BCDL 5.0 Code FBC2017rTP12014 Matrix-S Weight, 111 lb FT = 1 O%F, 1 O%E
LUMBER -
TOP CHORD 20 SP No.2(flat)
BOT CHORD 2x4 SP No,2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(ffat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 34-35,33-34,31-33,30-31,29-30.
REACTIONS. All bearings 24-7-0.
1h) - Max Uplift
All uplift 100 lb or less at joint(s)
22
Max Grav
All reactions 250 lb or less at joint(s)
42, 41, 40, 39, 38, 37, 36, 35, 34, 33,
31, 30, 29, 28, 27, 26, 25, 24, 23
FORCES. (1b)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown,
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottorn chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e_ diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 22,
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0, 13 1
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
AiIftf'y 1E, P.E.
4451 St ullo" N'd
Pi(wp, q, 41)46
lgoll-wi Whn t -tvffl'p t Wboyl I-Wil pi. zt ' " J
WRCSUKL FL07
Al Roof Trusses, Fort Pierce, FL
0-1-8
2-16-10
4x8
Floorsstype
Uty Ply RYAN HOMES / SUMMERLAND '
7 A0018695
Job, Reference (optional)
asign@attruss.com Run: 83,210 s I May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:3.5 2018 Page'l
ID :?soQvilzBGko2hFpRYibzzzOpep-ppxTckVGFwzozChIrYGUbakyP5J2kKt3Doziegz8JYw
2-0-0 1 P-81 0- A-8
Dead Load Defl. ® 3116 in
5X8
34 11 3X6 H
3x6 FP
5X8 = 3x6 !I 3x6 11 4xI0
06 010 3x 12 MT20HS FP 3x6 3X6 400 4x8
U6 WB
viate urtsets (x,y)-- ti:Lrjge,u-o-12j, [2:0-3-12,Ldgej, p
27:0-1--8,0-0-12]
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 Inor YES
BCDL 5.0 i Code FBC20171TPI2014
LUMBER -
TOP CHORD 2x4 SP 240OF 2,01E(flat)
BOT CHORD 2x4 SP 240OF 2,OE(flat)
WEBS 2x4 SP No,3(flat)
OTHERS 2x4 SP No-3(fiat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 or;
purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS, (lb/size)
24 1335/0-7-4 (min. 0-1-8)
16 = 1329/0-3-8 (min, 0-1-8)
Max Grav
24 1335(LC 1)
16 1329(LC 1)
FORCES, (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-445010, 3-4=-4462/0, 4-5----4454/0,
5-6=-6936/0, 6-7=-6936/0, 7-8=-6971/0,
8-9=-6948/0, 9-10=-6948/0,
10-11=-6948/0, 11-12=-4494/0,
12-13=-4502/0, 13-14=-4490/0
BOT CHORD
23-24=0/2568, 22-23=0/5969,
21-22=0/5969, 20-21 =0/6971,
19-20=0/6971, 18-19=0/6971,
17-18=0/5994, 16-17=0/2622
WEBS
2-24=-2839/0, 2-23=0/2091, 5-23=-1644/0,
14-16=-2880/0, 14-17=0/2077,
11-17=-1627/0, 11-18=0/1045,
9-18=-553/141, 5-21=0/1059,
6-21 =-546/147, 7-21 =-706/512,
8-18=-693/526
NOTES-
1) Unbalanced floor live loads have been considered for
this design,
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1-5x4 MT20 unless otherwise indicated.
2)6
24-7-0
24-7-0
Age], [11:0-4-0,Edge], [16:Edge,0-1-8j,[18:0-2-0, Edge), 21:0-2-8, Edge], [24:Edge-16--1-8-],-[25:0-1-8,0-0-12],
CS1. DEFL, in floc) I/defl L/d PLATES GRIP
TC 0.32 i Vert(LL) 0.55 19-20 533 360 MT20 244/190
BC 0.69 Vert(CT) 0.75 19-20 387 240 MT20HS 187/143
WB 0.50 Horz(CT) 0.13 16 n/a n1a
Matrix S I Weight: 155 lb FT = 1 O%F, 1 O%E
4) Required 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.
LOAD CASE(S)
Standard
W" Hera sk-+i . ...... 1'41 URMl lit" (Nu, iii4i ciAs*aaaee EN"IA Wrolk
1., 11-t,,V 14ttv TO .1, ,,* TK I '*e,p -rw, 0011
1* 11 lilt Re T)D 1, 0 ks, 00
T t.11, M '1-=0 1, IN N 9 t. 104, NW. 9 011 V V, W $1 11,k"tn 0, W V i 1, A !l, '0 4 40 0 1464 1,A ,I o.ftk4rNegat4s, k0" 3" V, "
t "t .4 r"- 0 V.404 (.,- 01,u t04*6 1 W TA , d-0 t P., it I :'-'W'V- W e 1, 1 q- r'- VaA 4451 5t. W(ie
Blvd, 110 Fort Pierce, ft
3,
1946
I IWRCS6KL
0-1-8
2-1670,
l.5x4 11
1,5x4
1.5x4
FL08 I FLOOR
e, , FL 34946, design@altruss.rom -
iQty Ply Ii
1
RYAN HOMES/ SUMMERLAND
A00386961
1 6 1 Job Reference (optional)
Run: M.21 0 s I May 18 2018 Print: 8,210 s May 18 2018 MiTek , Industries, Ina Fri Jun 815.36:352018 Pagel
ID:?sOQvIlzBGko2hFpRYibzzzOpep-ppxTckVGFwzozCh[rYGUbak_m5MYkIG3DozieOz8JYw
1-8-0 13 2-0-12 1-8-0
4x6 H
3x6 FP 3x6 FP
5X10 5X8 4x6 11 5X8
Dead Load Dell. = 3/16 in
5X10 = U3 H
28 27 26 25 24 23 22 21 20 19 18 17
4x8 5x12 3x8 MT20HS FP 5x8 = 3x12 MT20HS FP-: 5x12 4x8
5X8 7_
26-7-12
26-7-12
Plate Offsets (X,Y)-- 1:Edge,0-0-12], [3:0-5-0,Edge], [5:0-4-6,Edge], [8:0-3-0,Edge], 9:0-3-0,Edgel, [12:64-d'Edge], [1 4:M-0, Edge], [17:Edge,0-1-81, (19:0-6-0,Edge],
20:0-4-0, Edge], L22:0-3-0-,0-0-01, t24:0-1-0,Edge], [26:0-6-0, Edge], [28:Edge,0-1-8], 129:0-1-8,0-0-121,[30:0-1-8,0-0-121
LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) -0.56 22-23 >562 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC OA6 Vert(CT) -0.77 22-23 >409 240 1 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WS 0.61 Horz(CT) 0. 12 17 n1a n/a
BCDL 5.0 Code FBC2017fTP121014 Matrix-S Weight: 205 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP 240OF ZOE(flat)
BOT CHORD 2x4 SP 240OF 2.OE(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)
28 144810-7-4 (min. 0-1-8)
17 1448/Mechanical
Max Grav
28 1448(LC 1)
17 1448(LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-4=-5351/0, 4-5=-5373/0, 5-6=-8339/0,
6-7=-8339/0, 7-8=-833910, 8-9=-8669/0,
9-1 0=-8360/0, 10-11 =-8360/0,
11-12=-8360/0, 12-13=-5418/0,
13-14=-5395/0
BOT CHORD
27-28=0/3019, 26-27=013015,
25-26=Of7l97, 24-25=0/7197,
23-24=018669, 22-23=0/8669,
21-22=0/8669, 20-21=0/8669,
19-20=0/7230, 18-19=0/3079,
17-18=013084
WEBS
14-17=-3361/0, 3-28=-3302/0,
14-19=0/2529, 3-26=0/2551,
12-19e-1957/0, 5-26=-1969/0,
12-20=0/1228, 5-24=0/1240,
10-20=-297/69, 6-24=-295/71,
9-20=-994/353, 8-24=-1010/336
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 3x6 MT20 unless otherwise indicated,
4) Refer to girder(s) for truss to truss connections.
5) Required 2x6 stronghacks, 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.
LOAD CASE(S)
Standard
U'i Nol tAw, ,,k'O km*,, li.Illp t W11.6411 119 W!
If 1_011 ftqil-dvl KNh 10 k, I 11"i q V- I Wll Anthonil, Tom!L 80083
4451
St Uuie [31A 0
Ie, F"W TA t"', klbi,
y 1 1..6 111, PJ, Rep"do'. 0 d-11PI vI ki. POMW A-I It, -V, f- A I bd L, .... 1 k4A III P I
WRCSUKL FL09G FLOOR
Al Roof trusses, Fort Pierce, FL 34946, design galtruss.com Run: 63.210 s 1 May 18 2018 Print: E
ID:?s0QvIIzBGko
0-1-8
111 2-6-0 2-0-0 2-1-12
3x3 11
5x6 5X6
3x6 FP 3x6 FP
1 1-4
RYAN HOMES/ SLI
Jo - b Reference (optional)
s May 18 2018 MiTek Inclumi-i
RYibzzzOpep-I-IOVrq4WuOD5
1 1-3-0
MSH422
AERLAND
A0038697
Inc. Fri Jun 8 15:36:36 2618 Pacic
Dead Load Dell, = 114 in
24 23 22 21 20 19 18 17 16 15
5X8 5x12 3x 12 MT20HS FP 3x8 MT20HS FP 6x12 5X10
1,5x4 SP 1.5x4 SP
5Xlo SX8
X!
Plate Offsets (X,Y)-- (2:0-5-0,Edge1, [4:0-4-0,Edge1, (7:0-1-8,Edgel, [8:0-1-8,Edge], (11 1:0-2-8,Edge], 15 Edge,0-3-01, [17:0-4-0
23 0-6-0,,Edge],,t24:Edge,0-13-01, t25:0-1-8,0-0-121
LOADING (pso SPACING- 1-4-0 CSL DEFL. in floc) I/den LtdTCLL40,0 1 Plate Grip DOL 1.00 TU U.4,) Vert(LL) 0.61 17-19 519 360TCDL10.0 Lumber DOL 1.00 BC 0,67I Vert(CT) 484 17-19 376 240BCLL0.0 I Rep Stress Incr NO WB 0.89 Horz(CT) 0,10 15 n1a n/aBCDL5,0 1 Code FBC2017rrP[2014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP 2400F 2.0E(fat)
BOT CHORD 2x4 SP 2400F 2,0E(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 or; bracing.
REACTIONS. (lb/size)
24 1245/0-7-4 (min. 0-1-8)
15 = 1817/Mechanical
Max Grav
24 = 1245(LC 1)
15 1817(LC 1)
5) Required 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& I Od
nails into Truss) or equivalent at 20-3-4 from the left
end to connect truss(es) FL05G (I ply 2x4 SP) to front
face of top chord, skewed 0.0 deg.to the left, sloping
0.0 deg. down,
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).
FORCES. (lb) LOAD CASE(S)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except Standard
when shown. 1) Dead + Floor Live (balanced): Lumber
TOP CHORD Increase=1,00, Plate lncrease=1,00
2-3=-4934/0, 3-4=-4950/0, 4-5=-8106/0, Uniform Loads (plf)
5-6=-8106/0, 6-7=-8106/0, 7-8=-9237/0, Vert: 15-24=-7, 1-14z-67
8-9=-9726/0, 9-10=-9726/0, Concentrated Loads (lb)
10- 11 =-9726/0, 11-12=-7559/0, Vert: 11 =-1 131 (F)
12-13=-753810 BOTCHORD 23-
24=
0/2722, 22-23=0/6774, 21-22=
0/9237, 20-21 =0/9237, 19-20=
0/9237, 18-19=0/9237, 17-18=
0/9237, 16-17=0/9356, 15-16=
0/4142 WEBS 13-
15=-
4481/0, 2-24=-2955/0, 13-16=
0/3721, 2-23=0/24117, 11-16=-
2241/0, 4-23=-1969/0, 11-17=
0/402,4-22=0/1446, 10-17=-328/0, 8-17=
0/1 132, 7-22=- 172010, 7-2070/342, 8-19=-
28210 NOTES- 1)
Unbalanced
floor live loads have been considered for this design.
2) All
plates are MT20 plates unless otherwise indicated. 3) All
plates are 3x6 MT20 unless otherwise indicated, 4) Refer
to girder(s) for truss to truss connections PLATES GRIP
MT20 244/
190 MT20HS 187/
143 Weight: 222
lb FT = 10%F, 10%E 4-C!
tre pasTi? N ¢ £' as ! W ; m£ wo0 r 4-Wat
4451 St, W
ie F,11,1 p"qhl C
7W A I Rol 6"t Aob' I lmhflfi P t' 6pAw'a 06od""We' moyllwM r'*Wed w4.11At -TW P-A'w"4- A I 40f irue,rs Who, I T-ho 01 ?1 FoPi(-,, H 34946
1
Job Truss - Type Qty Ply HOMES / SOMMIERLANDItruss A0038698JobWRCS6KLFL10Floor21
RYAN
I
Reference (optional)
Al Roof trusses, Fort Pierce, FL 34946, design@al truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 1.5 36:37 2018 Page 1
10:?sOQvilzBGko2hFpRYibzzzOpep-mC3DI QXWnXDWDVr8z-z.Jyg?pAWuwqCARM96SqjGz8JYu
0-1-8
2-6-0 1 1 1-30 11 -270--8- - 2-270 1 1 1-3-0 1 -4fi
Dead Load Defl. 3/16 in
I.5x4 I I 3x4
1.5x4 4x8 - 1.5x4 H 3x6 FP I .5x4 11 3x4 t5x4 11 3XI0
3y6 H 6x6
0
1 2 3
T1
4 5 6 7 8 9 10 11 12
T211 T
22
21
R1
I
3X6
19
3x8
18 17 16 Is 14 13
3x6 1.5x4 11 3x6 3x8 MT20HS FP 4x8
11-9-0
Plate Offsets (X,Y)-- [1 -Edge,0-0-1 217 [2:0-3-12, Edge], [,
LOADING (psf) SPACING- 2-0-0
TCLL 40.O 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 No.2(flat) *Except*
T2: 2x4 SP 2400F 2.01E(flat)
BOT CHORD 2x4 SP 2400F 2.0E(flat) *Except*
82: 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
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)
12 109410-3-8 (min. 0-1-8)
20 1094/0-7-4 (min. 0-1-8)
Max Grav
12 1094(LC 1)
20 1094(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten, - All forces 250 (lb) or less except
when shown.
TOR CHORD
2-3=-3490/0, 3-4=-349010, 4-5=-4568/0,
5-6=-4568/0, 6-7=-4568/0, 7-8=-4080/0,
8-9=-4080/0, 9-10=-1 196/0,
10-11 =-1 10810, 11-12=-1196/0 BOT
CHORD 19-
20=012054, 18-19=0/4295, 17-
18=0/4080,16-17=0/4080, 15-
16=0/2840,14-15=012840 WEBS
12-
14=0/1588, 2-20=-2271/0, 11-
14=-251/0, 2-19=0/1588, 9-14=-181710, 9-
16=0/1 475, 4-19=-890/0, 8-16=-490/0, 4-
18=0/405, 6-18=-424/0, 7-18=-1 45/890, 7-
17=-334/0 NOTES-
1)
Unbalanced floor live loads have been considered for this
design, 2)
All plates are MT20 plates unless otherwise indicated. 3)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d (OA31" X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. CS1.
DEFL- in (loc) I/defl L/d TC
0.86 Vert(I-L) -0.45 17-18 525 360 BC
0.99 Vert(CT) -0.62 17-18 387 240 WB
0.76 Horz(CT) 0-03 12 n/a n/a Matrix-
S 4)
Gap between inside of top chord bearing and first diagonal
or vertical web shall not exceed 0.500in, 5)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
101 lb FT = 10%F, 10%E i1
wo"'w ...... Ad" W001VIR
31'9tW%Wk"w 80083 445!
St, tude, 614d, 4—"
Mao kr ':'#V q'd ..... .. h4 if al 'W," t—j rM I ,,, N't'p hf— 3 ICT ,x iul.;i vhq'n " 1" S iw" nf."' V W of N X4, H"'t " IN I opfoght(
C' 2016A I kodlmw Whoyl,19M0111,1`1 I Reoil,mes WhopylJo.W11,PA,
Job
11 1 11 111
Truss - - ----
WRCSUKL FL11GE
Al Root Trusses, Fort Pierce, FL 349,
0 1 1 1-8
IFloor Supported Gable 11
truss com Run 83,210 s 1 May 18 26 , 1
ID:?s0QVII2
RYAN HOMES/ SUMMERLANb
A0038699
Job Reference (optional)
s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:31317 2018 Paged
ibzzzOpep-mC3DlQXWnXDWDVr8zzJyg?pMXu94CLkMg6Sqi z8JYu
01111-8
U6 FP 3x3
2 3 Tl 4 5 6 7 8 9 10 11 T2 12 13 14 15 16 17
3
14 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18
U6 FP
U3
Plate Offsets (X,Y)-- [1:Eage,0-0-121,[35:0-1-5,0-0-12],[37:0-1-8,0-0-121
LOADING (pso SPACING- 2-0-0 CS],
TCLL 400 Plate Grip DOL 1.00 TC 0.09
TCOL 10.0 Lumber DOL 1.00 BC 0.01
BCLL 0.0 Rep Stress Incr YES WB 0.03
BCDL 5.0 Code FBC2017fTP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No2(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,
BOT CHORD
Rigid coiling directly applied or 10-0-0 oc bracing,
REACTIONS. All bearings 20-1-8.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
34, 18, 33, 32, 31, 30, 29, 28, 27, 25,
24, 23, 22, 21, 20, 19
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3- 1 Od (0, 131
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE($)
Standard
DEFL. in (loc) I/defl L/d
Vert(LL) n/a n/a 999
Vert(CT) n/a n/a 999
Hor-z(CT) -0.00 18 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 89 lb FT = 10%F, 10%E
IAAWWIU i.
I 0 —A, 'W" "*11, P 1, "v I 4"'P 0 hf v. S' M W* 'm I'm
niAnthony1. Toho 111, PZ
v*-'i 'I".n-0 04''9 M4'i",4!--'O"'!P
I ol rl
44SI W ,
H 3,10,46
NA,
qyiqhlt N16A 1 koll-ati hahnpf I-WIIJt i koollm.... hfhoy 1, Tomb,, III P I. Pill
zt
Job Truss Truss Type
WRCS&L HJ6P Diagonal Hip Girder
Al Roof trusses. Fort Pierce, FL 34946. desian(otial truss. corn Run:
10
12
RYAN HOMES/ SUMMERLAND
1
A0038700
Job Reference (notional)
3x4
0-5-11 i 7-8-9
0_5-11 7-2-14
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 0.80 Vert(LL) 0.26 4-9 348 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.26 4-9 360 240
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 3 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MP j Weight: 26 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purfins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
i MiTek recommends that Stabilizers and required
i cross bracing be installed during truss erection, in
Ii accordance with Stabilizer Installation guide. 1
REACTIONS. lb/size)
3 = 171/Mechanical
4 81/Mechanical
2 340/0-4-4 (min. 0-1-8)
Max Horz
2 = 100(LC 4)
Max Uplift
3 1 16(LC 4)
4 = 79(LC 5)
2 302(LC 4)
Max Grav
3 183(LC 19)
4 131(L,C 3)
2 406(LC 19)
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= 1 5ft;
Cat. 11; Exp C, Encl., GCpi=O, 18; MWFRS (envelope);
cantilever left and right 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 116 Ih uplift at
joint 3, 79 In uplift at joint 4 and 302 lb uplift at joint 2.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 73
lb down and 57 lb tip at 2-1-0, 73 lb down and 57 lb
up at 2- 1 -0, and 38 lb down and 50 lb up at 4-10-15,
and 38 lb down and 50 lb up at 4-10-15 on top chord,
and 55 lb down and 12 lb up at 2-1-0, 55 lb down and
12 lb up at 2-1-0, and 16 lb down and 45 lb up at
4-10-15, and 16 lb down and 45 lb up at 4-10-15 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
I Plate Increase=11,25
Uniform Loads (plf
Vert: 1-37-60, 4-5=-20
Concentrated Loads (lb)
Vert: 1 0=1 14(F=57, 8=57) 13=-9(F=-4, B=-4)
41
U-1 Uw v [V(AIA, I [W Wrlfle Is' N 01'V; I, , i,N I )'II Wjf 10— A.' wr- d*, HI'. * IN) "qC—D
pRgtte,o ' S cwto 1. '.0 —, IN ", ft W F'i iW re 1, TKO ,, 4. T?! 1 1, o "o- W.; 1— N'
0-";1 '' WIP't 4',t" all; aq" 0 1. K a, V, W'%' 1"al 4.xq. i sR1 0 t. 'Do A - W4 's 0 'm !"Jq k.4"i w'p Mt" W ."O 4h 0 4 40081 4453 St, tucw
Blvd, V- 46"d
l' oAml q'd V Fl, ,49,6 nPyliqhl "Q I
B16 A I lioofhmts bihoy I. I ombp 111, PJ, RqWkim 0 th'4 iowwr'Oyl-' 6 p(Whis'd 'koiht F'fMmwhom A I Rol 1""es Whoft" 1. ImbIll, PJ'
Type RYAN HOMES /
WRCSUKL 1HJ7
Al Roof Trusses, Fort Pierce, FL
J Diagonal Hip Girder
truss.corn Run:
1-5-0 4-6-5
1-5-6- 1-- - - 4- , 6-5
A0038701
0
I '' , I JJob Reference (optional) I
s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:36:39 2018 Page'1
ID:?sOQvIlzBGko2hFpRYibzzzOpep-ibB_S6YmJ8TESp?W40LQIQvabitiFig6Xf7Qxwopz8JYS
9-10-1
5-3-11
2x4 =1 5x4 it 3X4 =5
4-6-5
4-6-5
9-10-1
5-3.11
LOADING (pso SPACING- 2-0-0 i CS1. DEFL, in loc) I/dell L/d
TCLL 20.0 Plate Grip DOL 1.25 i TC 0.63 j Vert(LL) 0.05 6-7 999 360
TCOL 10'0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.13 6-7 907 240
BCLL 00 Rep Stress Incr NO WB 0.59 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.04 6-7 999 240
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 5-3-3 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 9-2-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. lb/size)
4 164/Mechanical
2 541/0-4-14 (min. 0-1-8)
5 341/Mechanical
Max Horz
2 169(LC 4)
Max Uplift
4 1 17(I-C 4)
2 238(LC 4)
5 77(LC 8)
Max Grav
4 164(LC 1)
2 541 (LC 1
5 341 (LC 1
FORCES. (lb)
Max, Comp,/Max, Ten. - All forces 250 (lb) or less except
when shown,
TOP CHORD
2-11 =-1085/306, 3-11 =-1030/307
BOT CHORD
2-13=-402/1030, 13-14=-402/1030,
7-14=-402/1030, 7-15=-402/1030,
6-15=-402/1030
WEBS
3-7=0/287, 3-67-1068/417
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat, 11; Uxp C; EncL, GCpi=0.18: MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed: Lumber DOL-1.60 plate grip DOL=1,60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) * This truss has been designed for a live load of
20 " Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 117 lb uplift at
joint 4, 238 lb uplift at joint 2 and 77 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 41
lb down and 47 lb tip at 4-2-8, 41 lb down and 47 lb
tip at 4-2-8, and 71 lb down and 98 lb tip at T 0-7,
and 71 lb down and 98 lb up at 7-0-7 on top chord,
and 9 Ib down and 8 lb up at 1-4-9, 9 lb down and 8 lb
up at 1-4-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8,
and 36 lb down at 7-0-7, and 36 lb down at 7-0-7 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Incroase=1.25
Uniform Loads (plf)
Vert: 1-4=-60, 5-8=-20
Concentrated Loads (lb)
Vert: 12=-83(F=A2, B=-42) 13=-7(FM-3, B=-3)
14=-17(=-9, B=-9) 15=-71(F"--36, B=-36)
I ead Load Deli. = 1/16 in
rt
PLATES GRIP
MT20 244/190
Weight: 41 lb FT = 10%
MIN w1,41 es" Ag-4 "IM N 10 1 n "a
4 s 0"q! =," r"k4n I, to a I. W 4; WWtt* IM -01, lt',' 3"'o
t, 11 1.4 Meru al uNk't- ir. k- 4' nit- A 4511 1 ti, i(, Blvd,
Iotp, it 34946
opy,t1hi T" 2516 A I Roof bo's" Artilrorty 1, lmolo. ill, PI, of thr, momment"m 147 form, i, p*b.od wttfroot the ."Ilo pom'woo h.m A I Roof In't's iinthroy T. Imotto 111, pi, I
Job Truss i Truss Type Qty Ply RYAN HOMES/ SUMMERLAND
WRCSUKL J6 Jack -Open 10 1
Job Reference (optional)
Ni Roof Trusses, Fort Pierce, FL 34946,
1
de
I
si
I
gn
I
@
I
altruss,com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Fri Jun 81
ID:?sOQvIlzBGko2hFpRYibzzzOpep-AnlMgRZ04Sb54zaje5stleRoo(
1-0-0 5-6-0 1
LOADING (pso
TCLL 20.0
TCDL 10.0
BCLL 0.0
BCDL 10,0
2x4
SPACING- 2-0-0 CSI.
Plate Grip DOL 1.25 TC 0,41
Lumber DOL 1,25 BC 0.38
Rep Stress Incr YES WB 0.00
Code FBC2017rTP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SIP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-0 oc
purlins,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 140/Mechanical
2 283/0-8-0 (min. 0-1-8)
4 72/MechaniGal
Max Hor7
2 100(LC 8)
Max Uplift
3 = 79(LC 12)
2 110([-C 8)
Max Grav
3 140(LC 1)
2 = 283(LC 1)
4 99(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=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=O. 18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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.
5-6-0
A0038702
DEFL. in loc) Well L/d j PLATES GRIP
Veri(LL) 0,04 4-7 999 360 MT20 244/190
Vert(CT) 0.09 4-7 729 240
Horz(CT) 0.00 3 n/a n1a
Wind(LL) 0.07 4-7 905 240 Weight: 19 In FT = 10%
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 79 lb uplift at
joint 3 and 110 lb uplift at joint 2,
LOAD CASE(S)
Standard
Ii3Si;Si"4tUkt GaAk IM tAtIRM (111 ANN,:
14*1N, TDI- 04 . .......
W xt D,,,rtp_ FL 34946
JOD cussss Truss Type Qty Ply RYAN HOMES/ SUMMERLAND
WRCSUKL J, 6E Jack -Open Supported Gable 2 1A0038703
Job Reference (optional)
0
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 83
1
210 s 1 M
I
ay 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc. F
I
ri Jun 8
1
15:36:41 2018 Page
ID:?soQvIlzBGko2hFpRYibzz,zOpep-ezJktnalrmjyh79vCpNuq(-1jVVg88nybkQlsj z8J11-0-0 -
4 5-6-0
i1-0-0 5-6-0
1.5x4 II
4,00112
1.5x4 11
W1,
T 1
II
2
2x4 1.5x4 11 1,5x4 11
LOADING pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d
TCLL 20,0 Plate Grip DOL 1.25 TC 0.14 Vort(LL) 0,00 1 n/r 90 1
TCDL 10,0 Lumber DOL 1,25 BC 0.10 Vert(CT) 0-00 1 n/r 80
BCLL 0.0 Rep Stress Incr YES i WB 0.09 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-0 oc
purlins, except end verticals_
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 = 30/5-6-0 (min, 0-1-8)
2 185/5-6-0 (min. 0-1-8)
6 = 273/5-6-0 (min, 0-1-8)
Max Horz.
2 = 981LC 8)
Max Uplift
5 -14(LC 8)
2 = -79(LC 8)
6 -95(LC 12)
Max Grav
5 = 30(LC 1)
2 185(LC 1)
6 = 273(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-209/315
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5,Opsf: h= 1511;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed:C-C for members
and forces & MWFRS for reactions shown-, Lumber
DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the
truss only, For studs exposed to wind (normal k) the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc,
5) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 14 lb uplift at
joint 5, 79 Ita uplift at joint 2 and 95 lb uplift at joint 6.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 22 Ila FT = 10%
kqthony I I I oniho 1E, R.I..
4451 St L,Jlie BIA
1,W !t 341A6
Job Truss Truss Type Qty Ply RYAN HOMES ISUMMERLAND
A0038704
I
WRCSUKL JW Jack-Open 4
All Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 83,210 s 1 May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:36:41 2018 Page I
ID:?sOQvilzBGko2hFpRYibzzzOpep-ezJktnalrmiyh79vCpNuqir ylVPk89EybkQlslz8JYq
1-0-0
I -0-b 5-6-1
0
i
2x4
0-4-8
LOADING (psf) i SPACING- 2-0-0 CS1.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50
TCDL 10.0 Lumber DOL 1.25 13U 0.48
BCLt- 0.0 Rep Stress Incr YES WEI 0.00
BCDL 10.0 Code FBC2017ITP12014 Matox-MP
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4SPNo.2
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 5-6-0 oc purlins.
BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTelk
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 3
130/Mechanical 4 =
61/Mechanical 2
304/0-3-0 (min, 0-1-8) Max
Harz 2
1 OO(LC 8) Max
Uplift 3
85(LC 8) 4
8) 2
204(LC 8) Max
Grav 3 =
130(LC 1 4
92(LC 3) 2
304(LC 1) FORCES. (
lb) Max.
Comp./Max- Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vult= 1 50mph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf: BCDL=5.Opsf; h= 1 5ft: Cat.
II; Exp C; Encl., GCpi=0,18; MWFRS (envelope) and
C-C Extenor(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,
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-
6-0 DEFL.
in loc) I/defl L/d PLATES GRIP Vert(
LI-) 0,12 4-9 546 240 MT20 244/190 Vert(
CT) L06 4-9 999 240 Horz(
CT) 0.01 3 n/a n/a Weight:
19 lb FT = 10% 5)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 85 lb uplift at joint
3, 53 lb uplift at joint 4 and 204 lb uplift at joint 2. LOAD
CASE(S) Standard
1"
01 (A. J:Ji E I R% 0k' TOW 1 4 df*,Pw ...... n 44'-ft z11'4 . 1, TOO 4452 St.
Lude 61A, Na+rtu
lt#ieN e. »yea e ul eke .,mat Er [ki pa e[ n;+e314 ices „r.f .+ see sr.[mtwao43en}n t ., .. :at ererRax aodary :fir 4. sawn, rcest cetu inL tart lerce, P 34N6 opy"IMC)
MOA 11401mies Rep'Ova- 0 lh' 40"'Mot, ' as form, pt*h'led eilhwl the .'"e. ptm"m 1 m A IROftmw A'tho i'Tw1,4111'PJ' Zt
goo I ""ss I russ type Q5tY PIY
1
RYAN HOMES/ SUMMERLAND
WRCSUKL P Jack -Open
11
1
Job Reference (optional)_
A0038705
Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run:
I'll
n. 83,210 s I May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36A2 2018 Page'l
D:?soQvilzBGko2hFpRYibzz2Opep-69s647bfc3rpJGk5mWu7N3XO9vhgtcU5qOAbOWz8JYp
I -1-0-0 7-0-0
1-0-0 7-0-0
3x4
7-0-0
Dead Load Dell. = 1/8 in
LOADING(pso SPACING- 2-0-0 i CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 i TC 0.93 Vert(LL) 1 0.10 4-7 823 i360 MT20 244/1901
MCITCDL Lumber DOL 1.25 BC 0,75 Vert(CT) 0.24 4-7 349 240
BCLL 0,0 Rep Stress Incr YES W6 0,00 Horz(CT) 0.01 3 n/a n/a
BCDL mo Code FBC2017ITP12014 i Matrix -MP Wind(LL) 0.21 4-7 399 240 Weight: 23 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No. 2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc; bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS, (lb/size)
3 183/Mechanical
2 342/0-3-8 (min. 0-1-8)
4 91/Mechanical
Max Horz
2 156(LC 12)
Max Uplift
3 129(LC 12)
2 99(LC 12)
Max Grav
3 183(LC 1)
2 342(LC 1)
4 128(LC 3)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf ' BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone: cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown, Lumber
DOL---1.60 plate grip DOL=1.60
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 129 lb uplift at
joint 3 and 99 lb uplift at joint 2.
AllUr` UVW *Of MT W,4 'A" ur N' 1',! 41 it -Mjte' . ;k' A.U( 1 4"4' v, R Wtx' Sk. 40', 'a . 4, DD
a 1 P K- M N h, rvm' a} N ml'tr ot TD4 0 •Am M 1" iwz .4wl ",W
WWOMIK as C.4.V*1rA'J 4, W Ir 1 1, 'A W.'No
tt
An'tiony T. TO -la
M• It '4s4q. 4451 St. tude Blvd,
Pprtqhl SJ 2016 A I fixer lmti blh.y 1, lmhn 110 t 4podwim of this 00(mo6". 401 .4ovitht rotten p—mm limA I hofitmes Whwl Tamho P.E.FIA
01(e, FL 34946
Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND
A0038706
WRCSUKL L01G Hip Girder 1
Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 83,210 s 1 May 18 2018 Print: 8,210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:43 2018 Page 1
ID:?sOQvllzBGko2hFpRYibzzzOpop-aMQUITbHNNzgxQJIJEQMwG39uJOycI bF22v8xwz8JYQ
9-9 5-6-0 10-6-016-0-0 1 117-0-01 1-
0-0 5-6-0 5-0-0 5-6-0 1-0-0 4x4
M
LOADING(
pso SPACING- 2-0-0 TCLIL
20.0 Plate Grip DOL 1.25 TCDL
1 0,0 Lumber DOL 1.25 BCLL
0.0 Rep Stress Incr NO BCDL
10.0 Code FBC2017/TPI2014 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. BOT
CHORD Rigid
ceiling directly applied or 4-5-12 oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lbysize) 2
1075/0-3-0 (min, 0-1-8) 5
107510-3-0 (min. 0-1-8) Max
Herz 2
35(LC 8) Max
Uplift 2
782(-C 4) 5
782(LC 5) Max
Grav 2
1075(-C 1) 5
1075(LC 1) FORCES. (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-2325/1680, 3-19=-2173/1632, 19-
20=-2173/1632, 4-20=-2173/1632, 4-
5=-232511681 BOT
CHORD 2-
8=- 1 W/2156, 8-21 =- 1565/2173, 21-
22=-1565/2173, 7-22=-1565/2173, 5-
7=-1534/2156 WEBS
3-
8=-209/361, 4-7=-213/361 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7-10, Vuft=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; MWIFIRS (envelope); cantilever
left and right exposed; porch left and right exposed;
Lumber DOL=1.60 plate grip DOL=1,60 1.
5x4 H 3x4 CS1.
DEFL. in loc) I/defl L/d TC
0.99 Vert(-L) 0.23 7-8 845 240 BC
0.81 Vert(CT) 0,22 7-8 883 240 WB
0.14 Horz(CT) 0.05 5 n/a n/a Matrix -
MS 3)
Provide adequate drainage to prevent water pending.
4)
This truss has been designed for a 10,0 last 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 782 lb uplift at joint
2 and 782 lb uplift at joint 5. 7)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 215 lb
down and 232 lb tip at 5-6-0, 70 In down and 98 Ity up
at 7-6-12, and 70 lb down and 98 lb up at 8-5-4, and
215 lb down and 232 lb up at 10-6-0 on top chord and
127 lb down and 186 Ity up at 5-6-0, 52 Ity down and
76 lb up at 7-6-12, and 52 lb down and 76 lb up at
8-5-4, and 127 lb down and 186 Ity up at 10-5-4 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others. 8)
In the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase= 1.25 Plate
Increase=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 3-4=-60, 4-6=-60, 9-14=-20 Concentrated
Loads (lb) Vert:
3=-168(F) 4=-168(F) 8=-97(F) 7=-97(F) 19=-
70(F) 20=-70(F) 21 =4 1 (F) 22=A 1 (F) Dead
Load Defl, = 118 in 4x4
T-
0 0 5-
1-8 PLATES
GRIP MT20
244/190 Weight:
64 lb FT = 10% W-
4 11.0w.,th t Pt 'A I kjc[Mz;S NAJ-1 Ni[Ak OW 4GX,1K410%M 4w"W..*" A ,A "w W ift-'Awww—' An'
kww T. Tox'lb 117, P.F. t"
Ifat 'i"PI a 0, OD M - Nlb-f h, T'- 04,1 ""'1 "i't" "w0a, .0 4-IM: . f ,1 4,1' 0 1 4 80083 Aa40""".#(""'
N- 1,451 S(. Lucie Blvd. wt ) orce,
Fi, 34946 ptpodwian 0
Ni dommi, 'n any foral, 0 pr*Wd wIhtat Ilit oaa pefwwofl 1'.. A I tont 1'w6
Job Truss Truss Type Qty Ply RYANHQMES/SUMMERLAND
WRCSUKL L02 Hip 1 1 A0038707
ises, Fort Pierce, FL 34946, design@altruss.com Run: 83.210 s 1 May 18
ID:
1-0-0- 7-6-0 a-6-0
1-6-0 1 7-6-0 141-0
3x4
LOADING SPACING- 2-0-0
TCLL 20,0 Plate Grip DOL 1.25
TCDL Mo Lumber DOIL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDIL 10,0 Code FBC2017fTP12014
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 20 SP No.2
WEBS 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-4 oc
purlins.
BOT CHORD
Rigid ceilinq directly applied or 3-9-9 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 700/0-3-0 (min. 0-1-8)
5 700/0-3-0 (min. 0-1-8)
Max Horz
2 45(LC 17)
Max Uplift
2 460(LC 8)
5 460(LC 9)
Max Grav
2 700(LC 1)
5 700(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten, - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1101/1742,3-4---988/1742, 4-
5=-1101/1742 BOTCHORD
2-
8=-15261982, 7-8=-1544/988, 5-
7=-1526/982 WEBS
3-
8=-313/211. 4-7=-313/211 NOTES-
1)
Unbalanced roof live loads have been considered for this
design, 2)
Wind: ASCE 7-10, Vult=150mph (3-second gust) Vasd=
1 16mph; TCDL=5,Opsf; BCDL=5,Opsf; h=15ft: Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed '
porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 4x6
06
18
2018 MiTek Industries, Inc. Fri Jun 8 15:36:44 2018 Page,1 zzzOpep-
2Y -, tVpcv7li5XYatUtxxbSUcNmjQILUkOHifhTyz8JYn 15-
7-8 7,
1 -A CS1.
DEFL. in loc) I/delf L/d TC
0.79 Vert(I-L) 0,23 7-18 841 240 BC
0.57 Vert(CT) 018 7-18 999 240 WB
0,08 Horz(CT) 0,03 5 n/a n/a Matrix -
MS 3)
Provide adequate drainage to prevent water poncling,
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 460 lb uplift at joint
2 and 460 lb uplift at joint 5. LOAD
CASE(S) Standard
Dead
Load Deft. = 1116 in 3x4
PLATES
GRIP MT20
244/190 Weight:
59 (b FT = 10% 41
taf ITa S'AdEr,Q4ik.T'Wbt:Riuitt 4, 4, hop P..ft, A ,A 'A" . W N" ),r, N-qjtv, .. x4 Ao.f I Arl
lmnv I I,,'
hq, 00—: 1-4-00"V W C, 'N q, T., 14014 . 11 IW .0 .1W P1 Z4 h,r WA ,
I "'Wimm W .-o* , w ".,v ,f 4, ....... >,
id "I It! 1 4451, St, Wde. Blvd, hpoieaw
of Ifi, kmeni'm ARY lum, 1, prokh,led .0c"I the urine. Fom,i- from A I ROM Tmw, vt
aierce,rL A946
Truss Truss Type
I'KL L03 Common
RYAN
E
A0038708
Trusses, Fort Pierce, FL 34946, design@aItruss.com
1-0-0-- 8-0-0,
1 -0-0 8-0-0
3x4
s
4x6
3
6
1,5x4 II
8 Print: 8,210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:45 2018 Page 1
zBGko2hFpRYibzzzOpep-XkYFj9dXu__DNAkSgReSq?h8Xp7iz4wEXWMOF?pz8JYrn
16-0-0 17-0-0
8-0-0 1-0-0
15-7-8
LOADING (psf) SPACING- 2-0-0 1 CSL DEFL. in too) I/defi L/d
TCLL 20.0 i Plate Grip DOL 1.25 1 TC 0.84 Vert(L-L) 0.24 6-16 791 240
TCDL 10,0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.18 6-16 999 240
BCLL 0.0 i Rep Stress Incr YES I WB 0.13 Hor7(CT) 0,03 4 n/a n/a
BCDIL 10,0 i Code FBC2017ITP12014 Matnx-MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-8-6 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 3-11-10 oc bracing.
MiTek recommends- that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 700/0-3-0 (min. 0-1-8)
4 700/0-3-0 (min. 0-1-8)
Max Herz
2 48(LC 17)
Max Uplift
2 457(LC 8)
4 457(LC 9)
Max Grav
2 700(LC 1)
4 700(LC 1)
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1088/1734, 3-4=-108811734
BOTCHORD
2-6=-1514/968, 4-6=-1514/968
WEBS
3-6=-628/338
NOTES-
1) Unbalanced roof live loads have been considered for
this design,
2) Wind: ASCE 7-10; Vultm I 50mph (3-second gust)
Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h= 1 5ft;
Cat 11; Exp C; Encl., GCpi=O. 18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch left and right exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1 .60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 457 lb uplift at
joint 2 and 457 lb uplift at joint 4.
LOAD CASE(S)
Standard
Dead Load Deft, = 1116 in
4
A_
3x4
IT-0 0
4-
PLATES GRIP
MT20 244/190
Weight: 56 lb FT = 10%
41
S.0, Ftg,_ "i- 9,tt N Al r, J01 'of, 11 1 11, M, *I 4n 1 I Ardlmy loinho .E, ;) E
W vN WWONK tI"tmq ,vw 1008 1
k so"i B,4.ro+sFe, c. P a aM IM fm- t P100-1 u, 404 to m'A wrm h4 rxt tta pg,4e'!.4 16 ."1-01. P.,:at n Pi W 0 t= I ', N@ 'r. .11,- U'Ae", 4451, St, hide rlwl, Mq
k7 01r4iCPF[C€S,AQ46 Wheeyt,
64.111H, 4prod"diop of Mi ioowrm any lare,,it ii,00,10 mthw the -Peo ptwivon h- A I Real Tmw
Job Truss
WRCSUI<L MIB
FAM 34946,
Truss Type Qty Ply
I RYAN HOMES / SUMMERLANb
Monopitch 4 1 A0038709
Job Reference (optional)
0
truss.com Run: 83216 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:45 2018 Page'l
1-0-0 ID:?sOQvllzBGko2liFpRYibzzzOpep-XkYFj9dXu_DNAkSgReSq?h8gi7qN4xqXWMOF?;)z8jYm
1 b--O-
5-111-4
r- I f -A
1 5x4 .1
4
3X4 6 Yli
1 5x4 !I
LOADING (pso SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 j Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL Mo Code FBC2017rrPI2014
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 5-11-4 oc
purlins, except end verticals.
BOTCHORD
Rigid coiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
I
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,
REACTIONS, (lb/size)
2 221/0-8-0 (min. 0-1-8)
6 30310-8-0 (min. 0-1-8)
Max Herz
2 105(LC 8)
Max Uplift
2 151(LC 8)
6 167(LC 8)
Max Grav
2 221(LC 1)
6 303(LC 1)
FORCES. (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-208/305
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat, 11; Exp C; End., GCpi=0.118; MWFRS (envelope)
and C-C Exterior(2) zone, cantilever left exposed; porch
left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=11.60 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.
4-4-0 8- 5-11-49-4 1-3-4
1
CS1 DEFL. in loc) I Iden L/d PLATES GRIP
Vert(LL) 0.05 6-9 956 240 MT20 244/190
BC 636 i Vert(CT) 0,02 6-9 999 240
WB 0.09 Horz(CT) 0.00 2 n/a n/a
Matrix -MP Weight 24 lb FT = 10%
4) Provide mechanical connection (by others) of truss
to hearing plate capable of withstanding 151 lb uplift at
joint 2 and 167 lb uplift at joint 6,
LOAD CASE(S)
Standard
rQ111K, 11K 4("WOV'A"it T: szi- Do 0--v4lot 'P—" 'W"r, L, Wttelk, Im l-i -0 onfl Ar*hwy
T TD*)o J, OoNol' '!"wf"j wn, " ' ' IN kv.3 ft. TO 114 N "M '14141- 0 It, $1411 (.k'" WOY .4 W4 et—o M 1— p4.' Ir i ot w 1, .,w, olft W Mm v l 1 1 .4 vvo''' 3083 0- ,
C,"
4451 Sk, Woe blvd. tfapytigkt{7piaAiRnell,azmxtnl6oeyCtomhni(hR.E_ Rtp(000io of 14's dv—ftl"o n.y fam, 'i poh,hod dool tht -Het P'vwssiot hom A I h4i T'olm Wouny L Imho 111, P I. foq 3;eIce. f L 34946
i
job-
WRCSUKL
Truss Truss Type Qty
M6E 1 Monopitch Supported Gable 1
Ply
1 i RYAN HOMES I SUMMERLAND
A0038710
LOADING (psf)
TCLL 20.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
a, FL 34946, design@a1truss.com Run: 83,210 s 1 May 18 2018
ID:?sOQ4
1-0-0 5-11-4
i Job Reference (optional) J
s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15:36:46 2018 Page I
pRYibzzzOpep-?x6dwVe9flLEoul(?Mz3XvhsNWDQpOehkO8oXFz8JYI
1,5x4 11
4
2
at
6 5
2x4
1,5x4 11 1,5x4 11
SPACING- 2-0-0 CSL DEFL. in (loc) I/def! L/d
Plate Grip DOL 1.25 TC 0.21 I Vert(LL) 0.00 1 n/r 90
Lumber DOL 1.25 SC 0.12 Vert(CT) 0.00 1 n/r 80
Rep Stress Incr YES WB OA2 Horz(CT) 0.00 n/a n/a
Code FBC2017fTP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-11-4 oc
purlins, except end verticals.
UOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required i
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 17/5-11-4 (min, 0-1-8)
2 198/5-11-4 (min. 0-1-8)
6 308/5-11-4 (min, 0-1-8)
Max Horz
2 116(LC 8)
Max Uplift
5 -1 1(LC 8)
2 -95(C 8)
6 -128(LC 12)
Max Grav
5 17(LC I
2 = 198(LC 1)
6 = 308(LC 1)
FORCES. (1b)
Max. Comp./Max. Ton. - All forces 250 (lb) or less except
when shown.
WEBS
3-6=-250/397
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph, TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. If: Exp C; Encl., GCpi4.18; MWFRS (envelope)
and C-C Extenor(2) zone; cantilever left and right
exposed ; end vertical left exposed:C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL= 1.60 plate grip DOL=1 .60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc,
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to hearing plate capable of withstanding 11 lb uplift at
joint 5, 95 lb uplift at joint 2 and 128 lb uplift at joint 6.
8) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 24 lb FT = 10%
mhi"i N 14-0"t to—, W!
ftfy—'
f— A'J mr,"r "W"', Anthony T, TQqito IF;, P.E. 14y,
8008 yd
0 .
440A I'm 44
1 W N Fof!
1-t 34946 9y"
ghl ;" 2016 k I pot I a"y' Whay I 4mbt 111, P1, R'P' d.1- d it,,, do.Mtm 0 oy 1w. pot O'd ' $t o pt tb''o fl- A I Iol I ...... Amboy 1 14.6 fit P I, ZE " I—
Job Truss
WRCSUKL MG7
Type
Jack -Closed Girder
HOMES / SUMMERLAND
A0038711
V
Pierce, Fl- truss.cor" Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:
4-1-1
ID:?sOQvilzBGko2hFpRYibzzzOpep-T7g?8rfnQcT5P2c3Y3UI46E-4w
i -, 7-0-0 " 14-1-1 2-10-15
LOADING (psf) SPACING- 2-0-0
TCLL 20,0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL 10,0 Code FBC2017ITP12014
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-7-2 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 1503/0-3-8 (min,0-1-8)
4 = 1541/Mechanical
Max Herz
1 138(LC 8)
Max Uplift
1 = 446(LC 8)
4
Max Grav
1 1503(LC 1)
4 = 1541(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-2=-2184/631
BOT CHORD
1-8=-672/2013, 8-9=-672/2013,
5-9=-672/2013, 5- 1 0=-672/2013,
4-10=-672/2013
WEBS
2-4=-2345/783, 2-5=-504/1779
NOTES-
1) Wind: ASCE 7-10; Vutt=l 50mph (3-second gust)
Vasd=1 16mph; TCDL=S.Opsf: BCDL=5 Opsf; h=25ft;
Cat. 11 ' Exp C; Encl., GCpi=O. 18: MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1,60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
1.5x4 11
nXt)
3X6 11 6x6
7-0-0
10-1
CS1. DEFL, in loc) I/defl L/d i PLATES GRIP
TC 0,40 Vert(LL) 0.04 5-7 999 360 1 MT20 244/190
BC 0.48 Vert(CT) 0.08 5-7 999 240
WB 0,68 Hor-z(CT) 0,01 4 n/a n/a
Matnx-MP Wind(LL) 0.04 5-7 999 240 ( Weight: 38 lb FT = 10%
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 446 lb uplift at
joint I and 516 lb uplift at joint 4.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 832
lb down and 266 In up at 1-5-12, and 832 lb down and
266 lb up at 3-5-12, and 832 lb down and 266 In up at
5-5-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase= 1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 14=-20
Concentrated Loads (lb)
Vert: 8=-832(F) 9=-832(F) 10=-832(F)
1, 1, '04 k 1" '14 0 "O"w 4"P 0 4- fqo4 1" T15 .6 r'
Aothony I Tc mbo IL, D.F.
Ony 9008 141,1414 ' 1111, sl" ' ""'.41. 3-v p'
P
plvd'
opy"hlO-L 2016 A I Rol I-W Aohoy I iw6ill PA, ftpodvt. 011h, d'mwol A A.Y Iv. , pok'blel vit. pems-d— A I bal 6'" h4hoy I N.ho lil P i w Piol,'',
I s4946 Zt "" "'"
job" Truss Truss Type Qty
VM3 Valley I -
A0038712
WRCS Kl-
PIY _
IRYANHoMES/
summLkLAND
I I Job Reference (optional) I
AM Roof Trusses, Fort Pierce, FL 34946, design@a 1 truss.com Run: 83.210 s 1 May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Fri Jun 8 15i36:47 2018 Page 1
ID ?sOQvIlzBGko2hFpRYibzzzOpep-T7g?BrfnQcT5P2c3Y3UI46E3pwZqYsjqzgtL4hz8JYk
3-0-0 1
5,00112
2
1,5x4 11
wi
n
2x4 1.5x4 li
LOADING (PSI) I SPACING- 2-00 CSL DEFL. in (loc) Well L/d
TCILL 20.0 Plate Grip DOL T 5 TC 010 Vert(ILL) n/a n/a 999
TCDL 10,0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. lb/size)
1 84/2-11-6 (min.0-1-8)
3 84/2-11-6 (min. 0-1-8)
Max Horz
1 43(LC 12)
Max Uplift
1 21(LC 12)
3 39(LC 12)
Max Grav
1 = 84(LC 1)
3 84(LC 1)
FORCES. (lb)
Max. Comp,/Max, Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=1 50mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDLz5.Opsf ' h=25ft-,
Cat. 11; Exp C, Encl., GCpi=0.18, MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed,C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing,
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide Mechanical connection (by others) of truss to
bearing plate capable of withstanding 21 lb uplift at joint
I and 39 lb uplift at joint 3.
PLATES GRIP
MT20 244/190
Weight: 9 lb FT = 10%
e Ci CUSS`: 0',X, 13C I 4,hW t M'OW, '4 0! kith,
nyT , fomc; 11:, F. 1, W'10410
Ativ,"t, M4 M.J'M,J 11 4.0w-
4", 4451 L'fie Nd Pio'c"
H 341"16 Gpy,i#
t NMI Aoh—[ 4MWILPF, I b0l-w Anthod k.6011 Pf,
Job Truss
WRCSUKL VM5
Fort Pierce, FL
Truss Type
Valley
truss.com
2X4 -,-
Ply RYAN HOMES I SUMMERLAND
A0038713
Run: 83,210 s 1 May 18 2018 Print 8.210 s May 18 2018 MiTek Industries, Inc. Fri Jun 8 15:36:48 2018 Pag
I
e 'I
ID:?sOQvllzBGko2hFpRYibzzzOpep-xJENLBfQBvbylBBF6n?XcKm9NKseHJz_CKdvi7z8JYj
LOADING (psf) i SPACING- 2-0-0 CS1.
TCLIL 20.0 Plate Grip DOL 1.25 TC 0.43
TCDL, 10.0 Lumber DOL 1.25 BC 0,20
BCL'1- 0.0 Rep Stress Incr YES WB 0,00
BCDL. 10,0 Code FBC20171FP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or '10-0-0 oc bracing.
MiTelk recommends that Stabilizer-, and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 164/4-11-6 (min. 0-1-8)
3 164/4-11-6 (min, 0-1-8)
Max Herz
1 83(I-C 12)
Max Uplift
1 41(LC 12)
3 75(LC 12)
Max Grav
1 164(LC 1)
3 164(LC 1)
FORCES. (lb)
Max. Comp./Max. Ton. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= 1 16mph; 1-CDL=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; 1-umber
DOI-=1 .60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live leads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 41 lb uplift at joint
1 and 75 lb uplift at joint 3.
5e
1,5x4 it
DEFL. in (Joe) I/den L/d PLATES GRIP
Vert(I-I-) n/a n/a 999 MT20 244/190
Vert(CT) n/a n/a 999
Horz(CT) 0.00 n/a n/a
Weight: 16 lb FT = 10%
4" 31"„ Nk+. 1J#5 4 Wlklkl Z V N 'Mk' 1 0,43 CFO X' 1- t", P 0"— X' A—, N" ' 1,0 W
41A.
Ithony I Ton*o I H P.11 1ww"'V w —
N't :' 1 4451 S, Ll ap i3lvd qy
qhl 2016A 1 Rol A"tb" 1' 1-40 111, P I, 9'p, fo
1 " 'do ... flh"dmwo -RYNm hltoy 1, 1-4.111 P I
I
JANUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL HIP / KING JACK CONNECTION I STDTLO I
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach End Jack's
w/ (4) 16d foe 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
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
I
ttach Corner Jack's
d (2) 16d Toe Nails
@ TIC & BC (Typ)
ooA , 0, A 0, h, 12¢ :y 1T h # i "ON r01s'ur I,Whr. o 'Lo i I, I
ur R. 111N, . e N 3, .1 414 W l 00 A N 1114—,),44 44SI
Si, t,:oe 6,vc 1,
046
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL I STDTL03 .
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT FIERCE, FL 34946
IQ-409-1010
ALTERNATE DIAGONAL. BRACING IQ THE BOTTOM CHORD
I' - 3' MAX.
DIAL. 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 ENOS,
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES
24' O.C.
2X6 DIAGONAL BRACE SPACED 48'
Q.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MINA.
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
END WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE, SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
NAILING SCHEDULE: VERTICAL
FOR WIND SPEEDS 120 MPH (ASCE 7-96, 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 7-96, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' Q.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUS'.
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL
BRACING METHODS SHOWN ON PAGE I ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED /
STUDS. TRUSSES WITHOUT INLAYED
S ARE NOT ADDRESSED HERE. /
STANDARD GABLE /
TRUSS /
U cAL
TRUSS
11-11. 37U0
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.
JOLY 17, 2017
STANDARD PIGGYBACK TRUSS
STDTL04
CONNECTION DETAIL
A
AIIYII
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
ASCE 7-98, ASCE 7-02, ASCE 7 05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- Q.C. OR LESS.
A'I ROOF TRUSSES
4451 ST ' LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' D.C.) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2"X 8"
TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48"0 C, PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48"0,C,
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1 .5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS, AT EACH 2" X 8'TEE-LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS,
PURL.INS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASF TRUSS INFORMATION.
JULY 17,2017 [ TRUSSED VALLEY SET DETAIL - SHEATHED I STDTI-05
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD
FORT PIERCE, FL 349
SECURI
W/ (
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS45 (1(4"X 4.5") WOOD SCREWS
INTO EACH BASF TRUSS.
GENERAL SPECIFICATIONS:
1. NAIL SIZE= 3"X0A31" = 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".
S. 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: 110 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1,60
MAX TOP CHORD TOTAL LOAD 50 PSF
MAX SPACING = 24" O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES,
f 'w 0, t N'.' b." N I W— V—f IM ",W 'A
wA
A§>thcjny T TIIMD l i I!, P f
FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I STDTI-06
A-1 ROOF TRUSSES
44r I sT I I irtr Rl Vr)
FOE
SECURE
W/ (
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
1 NAIL SIZE = 3" X 0A31" = 10d
2. WOOD SCREW = 3"WS3 USP OR EQUIVALENT,
1 INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL
A',
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURUN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6, NAILING DONE PER NDS - 01,
FL 3,494,
pf Pz
JULY 17, 2017 1
1 Vfl%L-L-L- I %JI.-
1"
L_; /-%It-
STDTL07HIGHWINDVELOTYI
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, Ft 34946
772-409-1010
ATTAC
WIND DESIGN PER ASCE 7-98, ASCE 7-(
WIND DESIGN PER ASCE 7-10: 170 MPF
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY 11 BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE: I
MAX TOP CHORD TOTAL LOAD = 50 ESE
MAX SPACING --,- 24"O.C. (BASE AND VA
SUPPORTING TRUSSES DIRECTLY UND
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'- 10" ON AFFECTED
TOP CHORDS,
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2, THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER,
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED
BOTTOM CHORD u I I BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6112 (MAXIMUM
12112 PITCH)
k"Vl N16 A U"'I'm Arl, vwllc3 *W' 4
Wt IWK I i o .0,19 —1 .'Me-rAW". llwl l m"qm*"'fl
94S1 "t Luoe fjlv'
Fart Pie;co,, Ft- 34946
FEBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
STANDARD GABLE END DETAIL
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/10d NAILS, 6' O.C.
VERI
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
STDTL08
VERTICAL 2X6 SP OR SPF
STUDPBRACE
2 DIAGONAL
BRACE
4) - 16d
NAILS16d NAILS
SPACED 6' O.C.
2) lOd NAILS
INTO 2X62X6 SP OR
SPF #2
2X4 SP OR
SPF #2L HORIZONTAL
NAILED TO
RTICALS
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
THE FIRST TWO TRUSSES AS NOTED.
A VARIES TO COMMON TRUSS TOENAIL BLOCKING TO TRUSSES
WITH 2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
A
4) Bd NAILS MINIMUM, ROOF
6
3X4= PLYWOOD SHEATHING TO SHEATHING
2X4 STD SPF BLOCK
DIAGONAL BRACING **L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX.s-
f1QT . 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. AZ-
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 v
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' Q.C. TRUSSES 0 24' Q.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT4'-O.O.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE
WITH 16d NAILS SPACED 6' Q.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 4B' D.C. ATTACHED
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) -
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED
7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) -
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS.
9. DQ NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10. 10d AND 16d NAILS ARE 0.131'X3.0' AND 0.131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACEk:7, RESPECTIVELY. SEE SECTION A -A)
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
2) DIAGONAL
BRACES
1f3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #3I STUD 1 12" O.C. 3-8-10 5-6-11 6.6.11 11.1-13
2X4 SP #3 r 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 54.12 8-1.2
2X4 SP #2 12" O.C. 3-10-15 5-6-11 6-6.11 11-8-14
2X4 SP #2 16" O.C. 3-6-11 4-9-12 6-6-11 10-8-0
2X4 SP #2 24" O.C. 1 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' Q.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.
END WALL
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C ---
ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
T-BRACE / I -BRACE DETAIL
FEBRUARY 17, 2a17
WITH 2X BRACE ONLY STDTL09 F
VOTES:
I -BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
S IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH.
PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TC
ONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 349946
772-409.1010
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6" O.C.
NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / i-BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
SPACING
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 i-BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I —BRACE
NAILS
WEB
T—BRACE
SECTION DETAILS
4 I FLRUARY 17, 2017 I LATERAL BRACING RECOMMENDATIONS I STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY S TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1ROOF TRUSSES _ OF THE METHODS ILLUSTRATED BELOW. 4451
ST. LUCIE BLVD, FORT
PIERCE, FL 34W6 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772409-
1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM
ENO TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED,
BY OTHERS, AT THE ENDS. INSERT
WOOD SCREW THROUGH OUTSIDE
FACE OF CHORD INTO EDGE
OF STRONGBACK (DO NOT USE
METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR
TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO
TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). r
ATTACH
TO VERTICAL WEB
WITH I
NAIL3)- S (
0131XX)
BLOCKING BEHIND
THE VERTICAL WEB IS
RECOMMENDED WHILE NAILING THE
STRONGBACK USE METAL
FRAMING ATTACH TO VERTICAL ANCHOR TO
ATTACH WEB WITH (3) - 10d TO BOTTOM
CHORD NAILS (0.131' X 3') ATTACH 2X4
VERTICAL TO FACE
OF TRUSS. FASTEN TO
TOP AND BOTTOM CHORD
WITH 2) - 10d
NAILS (0.131' X 3')
IN EACH CHORD ATTACH TO
VERTICAL SCAB WITH (
3) - 10d NAILS (0.
131' X 3') TRUSS 2X6
4' - 0' WALL STRONGBACK (TYPICAL
SPLICE) (BY OTHERS) ATTACH TO
CHORD WITH (2) #
12 X 3' WOOD SCREWS
0.216'
DIA.) INSERT SCREW
THROUGH OUTSIDE FACE
OF CHORD INTO EDGE OF
STRONGBACK (00 NOT USE DRYWALL
TYPE SCREWS) THE STRONGBACKS
SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY
OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG 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 1 LATERAL TOE -NAIL DETAIL I STDTL11 f
NOTES:
L TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45• WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
A-1ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451ST.
LUC:IE BLVD, SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT
PIERCE, FL 34946 772-
409-1010 TOE -
NAIL SINGLE SHEAR VALUES PER
NOS 2001 (LB/NAIL) DIA
SP OF HF SPF SPF-S 131
88.0 80.6 69.9 68.4 59.7 A
135 93.5 85.6 74.2 72.6 63.4 n
162 108.8 99.6 86.4 84.5 73.8 128
74.2 67.9 58.9 57.6 50.3 ca
z0J131 75.9 69.5 60.3 59.0 51.1 N
148 81.4 74.5 64.6 63.2 52.5 ri
VALUES
SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE
DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE:
3) -
16d NAILS (0.162' OIA. X 3.5`) WITH SPF SPECIES BOTTOM CHORD FOR
LOAD DURATION INCREASE OF 1.15: 3 (
NAILS) X 84.5 '(LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE
MAY VARY
FROM 30'
TO 60" 45.
00' ANGLE
MAY VARY
FROM 30"
TO 60' THIS
DETAIL IS ONLY APPLICABLE TO THE
THREE END DETAILS SHOWN BELOW. VIEWS
SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE
VIEW 2X3)
2 NAILS NEAR
SIDE NEAR
SIDE SIDE
VIEW 2X4)
3 NAILS NEAR
SIDE i
NEAR SIDE NEAR
SIDE 45.
00' SIDE
VIEW 2X3)
2 NAILS 1
NEAR SIDE NEAR
SIDE NEAR
SIDE NEAR
SIDE III
TOE —NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
Lo
A- I ROOF TRUSSES Ln
FORT PIERCE, FL '34946
THIS DETAIL SHALL BE USED FOR A CONNECTION z .128 49 38 26 25 17
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER 0
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS, .131 51 39 27 26 17
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
FOR WIND DOL OF 1,33:
3 (NAILS) X 37 (LB/NAIL) X 133 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X LGO (OOL FOR WIND) = 177 LEI MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (Q) TOE -NAILS ON 2X4 BEARING WALL
USE 4) TOE -NAILS ON 2X6 BEARING WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES_ONLY
NEAR SIDE NEAR SIDE
30*
F QR' NAIL
TOP PLATE
OF WALL
L
FAR SIDE
1-3/16' FOR 3.5' NAIL
SIDE VIEW END VIEW
MAY 15, 2018 TYPICAL 2X2 NAILER ATTACHMENT I STDTLl 3
A' I ROOF TRUSSES
4451 ST LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
2X2 NAILER ATTACHMENT GENERAL SPECIFICATIONS
NEW 2X2 SP NO. 3 ATTACHED TO
OVERHANG WITH (0.131"X3") MIN. 3 NAILS
NOTES:
1, THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD AND PER NDS RECOMMENDATIONS.
4--""'N "Po 0,
W11sss 800 3
4451 St, Luc e 0ivl
q'qtl 113dA t Rof"mo pl. az ssaaFot FL >,*46
010
w
April 11, 2016
A- I ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES
s'rDTL14
MAX 3011(21-611)
2x6 #2 SP (Both Faces)
24
11
O.C.
SIMPSON H5
I 11C
Il ?e . t—, - -- e, . ' , W, - -' -'d' . 'M " "—' m ""q, "'—f 80K '8 3
14 5 1 It "I
FEBRUARY 17, 2Q17 (
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STQTL15DAMAGEDORMISSINGCHORDSPLICEPLATES 4
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD_
FORT FIERCE, FL 34946
112-409-1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK
X
INCHES)
MAXIMUM FORCE (LBS) 157 LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767
44 66 Q. 3657 5485 3346 5019 2829 4243 2898 4347
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' D.C. AS SHOWN (.131' DIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
10d NAILS NEAR SIDE
10d NAILS FAR SIDE
THE LOCATION OF THE BREAK MUST BE GREATER
THE REQUIRED X DIMENSION FROM ANY PERIMETER
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THAN OR EQUAL TO
BREAK OR HEEL JOINT
SEE SKETCH ABOVE).
Id
FEBRUARY 17,2017 1 SCAB APPLIED OVERHANGS I STDTL16
A-1 ROOF TRUSSES
4451 ST LUCIE BLVD,
FORT MERCE, FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 1.15
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
IBM=
L 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.
11MIT10wom
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 409 SPACED 24,
D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS DESIGN
FDR PLATE SIZES AND LUMBER GRADES
V.
14 01 16 tr
5
d
Iz -
i '2 0, 1 4-j (I i tr 2 W 2 0' 2' X
N1,
Kj
HI
Kli
H
Z
FLO-! j
71
no2
4—
kl
IItI
4
Kjl
j
Fixft rs 7 )
011 T7
71
a 35/
8It' -- 1 - 5
5/8' HATCH
LEGEND 8'-
0" A.F.F. 81
8" A.P.F. A
18'- 17/8" A.F.F. 21
f, 5'
Truss
I D. G'
arfty (> 5.000#i / LpIfft (> Horizontal (
x 350#1 NUft:
ALL INUSS 10 WALL ANU/UH IRUbb ILL LEDGER
CONNECTIONS BY BUILDER UNLESS
NOTED OTHERWISE) NOTE:
ALL CEILING DROPS BELOW BEAM ARE BY
BUILDER (UN SS NOTED DOTHERWSE} NOTE:
THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS
i.D. AND TRUSS LOCATION DAN. THE
BUILDING DESIGNER IS RESPONSIBLE FOR THE L STRUCTURAL
STABILITY OF THE ENTIRE STRUCTURE, z REFER
TO THE MDfVtDUAL TRUSS ENGINEERING DRAWINGS FOR
GRAVITY AND UPLIFT LOADS. FOR
BRACING & ERECTION DETAILS REFER TO
SCSI-03 AND,OR ENGINEER OF RECORD REPRESENTS
THE LEFT 510E Of EACH
TRL'SS DRAWING NOTT
REFER TO USP CONNECTOR CATALOG -2
FOR
INSTALLATION DETAILS AJS24
H,, THD46 JUS26
J', MSH422 TMD26 '
K MU526 b,
1 THD28 THD21
S-2 JH0282
N' 7
HSDi
HANGER BY BUILDER REAM BY BUILDER I - -
F.: NOTE:
UPLIFT CONNECTIONS FOR ALL COMMON f F- TRUFSES
BEARING ON AEOTHFR TRUSS TO BE LSTA12 STRAP {
BY OTHERS) UNLESS NOTED OTHERWISE EXCLUDES
VALLEY AND PIGGYBACK TRUSSES) LOADING
ROOF FLOOR WIND LOAD z i
LIVE LOAD i 20 40 ASCE 7 10 chi
DEAD LOAD to to 1 150 mpg EXP C LIVE
LOAD To- q CATEGORY I Z
2. DEAD
LOAD 10 ENCLOSED TOTAL,
LOAD 40 55 FBC 2017 J
DURATION
FACTOR 1,25 1,00 TPi - 2014 TaYT- - — ------
REMARKS ai
PPROW
I"a- reviewed acz
Ne for the fabnca,"
n at t"Issas. REV-
11E AND RUS'V, t'zla &
a cl fa4 pe"'afnmg J F
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rvu s ptacx'fr-Bn' '-ia'- No back cf,
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7,it
rr a, A-' Rcif T,"c,;es
a n.at RE"JIF'WED B, 15. PLAN DATES
ARCHSTRUCT
xi CUSTOMER RYAN
140MES
i=-X T 4 IDS
NAME StWMERLAND "
K- GARAGE RIGHT ly OPTIO-NtSj
LANAI
COMMNTY -s LOT
4 L
OT 63 f 9 z CITY Z COUNTY
VARIES BLDG
BLDG TYPE
Z - w.
109 k
73595
MASTER ; WRCSUKL f.-a zy DRAWN i
SCALE
DATE 04"11/
2018 IT NFS f
r A==
A-1
ROOF ITRUSSES PI, 772,409-
1010 r Fax 7?2-409-1015 71
DESCRIPTION AS FURNISHED: Lot 63, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florido.
BOUNDARY FOR CERTIFIED TO: Ryon HomesINVR Inc.
2
SWINSTEAD DRIV_F
80' PRIVATE RIW)
S 89*40'51 " W
40.00'
10' WAU UTX. ESMT Tl, Pl
23.4 7'
v
2147'
3147' LOT 63
5.00'
JO,O•
5.00'
LOT 64 FORUBWUO FONOATIONLOT62TOP
OF FORMS29.90'. 5M, 8.
7'
vi 2
1.
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25.20'
25.20' 10 , ESM_ -
ps, MR)
N
89'4051 E 40. 00'
KELMSCOTT COURT
50' PRIVATE
R/W) v PROPOSED -
RNSHED
SPOT GRADE ELEVATIONS ONT a 25As-lllft- PER DRAINAGE
PLANS 'PLOT PLAN AREA CALCM REAR 20' r - PROPOSED
DRAINAGE FLOW WPERVIOUS COVERAGE 7. Z230* SQMUAR FEET OR 4&59 SIDE 5' FOR 40' LOTS COT OWING
TYPE 0 LOT CONTAINS 600* SQUARE FEET SIDE 7 5' FOR 60' LOTS PROPOSED FINISH
FLOOR PER PLANS - 29.9 LIVING AREA CONTAINS 999* SQUARE FEET SIDE 16- FOR 75- LOTS CeNC R
CH CONTAINS 6621 SQUARE FEET SIDE STREET - 25' CRVSEjVffErER -SCOTT &
ASSOC, INC: - LAND SURVEYORS 5400 E.
COLONIAL OR, ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 PO - POw
ON LjNL MOIM PAC. fa •
pMTI
SOD P= 1027, FLORIDA $TAn= CK • COMMn
M41AMRT "t Ukb 43"
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FOR PC LOCATOR OF WFIVIAMM MORTON SWULD NOT Of MW TO RECONSTRUCT 80MOW (JAM CASOCAT 7 01AROM
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AVROMA"OR W 4M vt • rk SCALE
f' - 20'- omw ey, W. M pJ1v - PLOTPLAN
09-27-2018 6239-18 L FORMETOARD FOUNDATIONIFlEVS.
02-
04-2019 834-19 MIS OLOILDARD/PROPMy
DOES NOT LIE wMw THE ESTARLISHM 100
WAR FLOOD PLANE AS PER 'FWV* R.L 4714
ZONE MAP I
12117CO09OF (09-241-07) JAAIES SCOT, ,Ls
I f801 1 1 1M
UNIVERSAL UEPderectNo: roj0110.19432758-1
700732,0000
Wor: ENGINEERING
SCIENCES
Report Date: 2/5/2019 Consultants In:
Geotechnical Engineering - Environmental Sciences Geophysical Services -
Construction Materials Testing - Threshold Inspection 03 BuildingInspection -Plan Review -Building Code Administration 3532 Maggie
Blvd, Orlando, 32811 - P:407.423.0504 -F:407.4i3.3106 In-Plag2
Qensily T2sJ Rgj?p_rt Client: Ryan
Homes UES Technician:
Adrian Garcia 4307 Vineland
Road Suite H-16 Orlando, FL
32811 Date Tested: 02/05/2019 Project: Kensington
Reserve, House Lot Testing 3998 Brisson
Avenue, Sanford, Seminole County, FL 32773 Area Tested:
Lot 63 (2257 Kelmscott Court) Material:- Native
Reference Datum:
0 = Bottom of Footing Tvpq of
Test: Field: ASTM
D-2937 Drive Cylinder Methoc Laboratory: ASTM
D1557 Modified Proctor The tests
below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density, Test No.
Location
of Test Range Maximum Density
Pcf)
Dptimum
Moisture
Field
Dry
Density Pcf)
Field
Moisture
Soil
Compaction
I
Native
Depth
inch)
Pass
or
Fail
1 West
Footing 0-1 ft 105.4 12.2 102.4 7.2 97 N/A Pas! 2 South
Footing 1-2 ft 105.4 12,2 106.7 9.1 101 N/A Pas! 3 North
Footing 1-2 ft 105A 122 104A 8.8 99 N/A Pas: 4 Southwest
Corner of Pad (TOF) 1-2 ft 105A 12.2 102.5 9.3 97 N/A Pas! 5 Northeast
Corner of Pad (TOF) 2-3 ft 105.4 122 103,2 10.7 98 N/A Pas: Remarks: TOF=
Top of Fill a -4-
1 #^ I 1";--Vt #S- Q. ^.A --h—, '11 _-'#e - - --#', of Hoer ntiontrr. -4
0
15 lightyears, Inc 15
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,
ightyears
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building
Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing.
The attached forms were provided by the Florida Building Commission as the accepted forms to be
submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical
Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through
R-80 (page numbers 159-161).
Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM
These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2,
Prescriptive, Performance, and Energy Rating Index (ERI) paths.
We are working with building departments across Florida to standardized the form submittal process and
would like your department to allow these forms to meet compliance. If there are any issues with
accepting these forms, please reach out to me directly and I will ensure that we submit any specific form
that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com
Respectfully,
Ile
Timothy atiith
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
cm
FARM R405.4.1-2017
I
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: L)
Address: Unit: V
City: State: t Zip: " (Sj
Air Leakage Test ReSU Its 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 I and 2.
RFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceedingselectedfeACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50,
ACN(50) specified on Form R405-2017-Energy Cok (Performance) or R406-2017 (ERI):
X 60 ating bUilding WjUme
CFM(SO) Builcting Volume ACH(50) 0 Retrieved from architectural plans
ASS (Mechanical Ventilation is not required) _eococle 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 anytime after creation of all penetrations of the building thermal envelope.
During testing: '
1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures,
2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond Intended infiltration control
measures.
3.lnterior 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.
S.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.
Testing Company
Company Name: 15 Ligh!years, Inc Phone: (855)-438-1515
1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to the compliance method selected above.
Signature of Tester: Date of Test: zzz 2
Printed Name of Tester:
Kyle Higgins
License/Certification #: BHEDTG Issuing Authority: RESNET
I I
NORM P,402-2017
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: 4-L
Address: Unit:
City: State: Zip: 2-7;7
Duct Leakage Test Results
System I
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 handler unit is installed. if air handler unit is not
installed, Qn Total must be less than or equal to 0.03. This testing
method meets the requirements in accordance with Section R403.3.3.
Is the air handler unit installed during testing? F] YES 0,04) E] NO (4,03)
X2 p rformance / ERI Method cfm25 (Out or Total)
yiy
To qualify using this method, Qn must not be greater than the
C) 0' Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017.
Total of all Total Conditioned
1
Leakage Type selected on Form On specified on Form R405-2017
systems Square Footage
R405-2017 (Energy Ca1c) or R406-2017 (Energy Ca1c) or R406-2017
OOASS ETAIL
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section
553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes.
Testing Company
Company Name: 15 Lightyears, Inc Phone: (855)-438-1515
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.
Signature of Test Date of Test: Tester: e- 4Z— - , 11111"-
11 1 1 1 1V
Printed Name of Tester: Kyle Higgins
License/Certification #: BHEDTG Issuing Authority: RESNET
Certificate of Achievement
THIS ACKNOWLEDGES THAT
Kyle Higgins
HAS MET THE STANDARD REQUIRED • AS 1
CERTIFIED RATING • •
Certification Date: November 11, 2018
Certification Expires: November 11, 2021
Tim Smith,
RESNET Quality Assurance Designee
15 1*1"
0"htvears
RESNET QA Provider # (1998-199)