HomeMy WebLinkAbout3888 Crawley Down Lp 18-4300; NEW SFHCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: I ?/ -500
Documented Construction Value: $ 91,858
Job Address: 3888 Crawley Down Loop
Parcel ID: 17-20-31-5VC-0000-1080
Type of Work: NewFX] Addition 1:1 AlterationEl Description
of Work: New Single Family Residence Plan
Review Contact person: Tracy McDonald Phone:
407-692-9831 Fax: Historic
District: Yes 0 No [A ResidentialFXI
CommercialF] El
Detno[] Change ofUse F] MoveEl Title: Production Admin
Email: trmcdona@nvrinc.com
Property Owner Information
Name UVR INC.
dba Rva Phone: 407-692-9831 Street: 4307 Vineland
Rd #H20 Resident of property? City, State Zip:
Orlando FL 32811 Name NVR, Inc,
dba Ryan Homes Street: 4307 Vineland
Rd # H-20 City, State Zip:
Orlando FL 32811 Contractor Information Phone:
407-692-
9820 Fax: 407-692-
9821 State License No.:
CGC1517157 Architect/Engineer 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. FRC 105.3
Shall be inscribed with the date of application and the code in effect as of that (late: 5" Edition (2014) Florida Building Code Revised: June 30,
2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
4AX 10/17/2018 10/17/2018
Signatull/f(wn gc Date Signatu TC act Agent Date
Tracy McDonald
Print wner/Agent's Name
10/17/2018
Signature of Notary -State of Florida Date
MEAGAN LYNNE FOVIII-ER
Kjy COMMISSION GO 063253
EXPIRES: January 17,2021
ku00dpd Thu Budget Notary Services
Tracy McDonald
Print Contractor/Agent's Name
10/17/2018
Signature of Nota7,_S,8'WLWR0k1NLER Date
y P", EA A
tjyCOMMISSION #GG063253 EXPIRES:
January 17.2021 BoDded
Thry Budget NoWyl SOMWS 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: Buildingn Electrical[] Mechanical [] Plumbing[] GasF1 Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes n No n # of Heads APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: YesE] No [] UTILITIES:
IZI,; 16-2,7 WASTEWATER: FIRE:
BUILDING: Revised:
June 30, 2015 Permit Application
E;
rat
CITY OF SANFORD
w<< BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No.
Documented Construction Value: $ 'ri 8 0
Job Address: 3888 Crawley Down Loop Historic District: Yes [I No I XI
Parcel ID: 17-20-31-5VC-0000-1080 Residential RX Commercial[E]
Type of Work: NewEA AdditionEl Alteration 11 Repair 0 DemoEl Change of UseEl Move El Description of Work: New
Single Family Residence Plan Review Contact Person:
Tracy McDonald Phone: 407-692-9831
Fax: Title: Production Admin Email:
trmcdona@nvrinc.com Property
Owner Information Name _
UV&jNf,_dbA_
RyanjjQn3&s__ Street: 4307 Vinejand Rd #
H20 City, State Zip: Orlando
FL 32811 Name Street: 4307 Vineland
Rd #
H-20 City, State Zip: Orlando
FL 32811 Phone: 407-692-9831
Resident of property? : Contractor
Information Phone: 407-
692-9820
Fax: 407-692-9821
State License No.: CGC1517157
Architect/Engineer Information Name:
AB Design Phone:
407-774-6078 Street: 1441 N Ronald
Reagan Blvd Fax: City, St, Zip: Longwood
FL Bonding Company: Address: N/
A E-
mail:
Mortgage Lender:
Address: brian@abdesigngroup.
com N/
A
WARNING TO
OWNER: YOUR
FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT' IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
GENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Application is hereby
made
to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I
understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks,
and air conditioners, etc. FBC 1053 Shall be
inscribed with the date of application and the code in effect as of that (late: 5"' Edition (2014) Florida Building Code Revised: Rine 30, 2015
Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may bet - —I-
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
10/17/2018 10/17/2018
Signature Date Signa(Ul fC act Agent Date
Tracy McDonald
PrintOwner/Agent's Name
10/17/2018
Signature ot'Notary-State of Florida Date
seuio-
Owner/Agent is _X_ Personally Known to Me or
Produced ID ____ Type of 11)
Tracy McDonald
Print Contractor/Agent's Name
1 0 1 7/2018
Signature of NotarY,-
TStaY"
te ofmr*' WER Date
ANLIL
jy
Cr,, A -
a "
Y
I- J!
Contractor/
Agent is _)(_ Personally Known to Me or Produced
ID Type of" 11) BELOW
IS FOR OFFICE USE ONLY Permits
Required: Buildingg Electricalg Mechanical5a' Plurnbingl,:;J GasRoofRoof[] Construction Type:
Occupancy Use: Flood Zone: Total Sq
Ft of Bldg: Min. Occupancy Load: of Stories: ?- New Construction:
Electric - # of Amps 2,CI) Plumbing - # of Fixtures I !' Fire Sprinkler
Permit: Yes F-I No F #of [leads APPROVALS: ZONING:
it. 11 117 4ft' UTUX1,11"S: 777— E'
NGINI"
FRING: "TC- FIRE: COMMENTS: _ Ok
to construct single family home with setbacks
and impervious area showncinplan, Acp
t 2--,- forojg- 141
i5t- W,3,g Fire Alarm
Permit: Yes [] No W1 WASTE WAIT'
IR: BUILDING: 5C
Devised: June
30, 2015 Penno Application
Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #20181Y40731 Book:9266 Page:1083; (1 PAGES) RCD: 12/14/2018 9:48:52 AM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: 18-4300
Parcel ID Number: 17-20-31-5VC-9000-1080
CFR-u i o C per ,RA IN1
E}°..
t` ,f C t K
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 # 108 of Kensington Reserve 3888 Crawley Dawn Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name: NA
Address:
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20 Orlando FL 32811
S. SURETY (If applicable, a copy of the payment bond is attached): Name: NA
Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name; Dayna Mitchell Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition, Owner designates
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNlNQ TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
OP&tDayna Mitchell Assistant Secretary
Signa f Owner or Lessee, or Owner's or Lessee's
n (
Print Name and Provide Signatory's Title/Office)
AuN zedzed Ofhcer/Drector/Partner/Manager)
State of I"IQCid County of Orange
The foregoing Instrument was acknowledged before me this day of = - 2Q_
by Dayna Mitchell Who Is personally known to me Ll( OR
Name of person matting statement
who has produced identification type of Identification produced:
fir. +TRACY L ttiMC i
N I'COMMI89
Notary Signature
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100009
BUILDING APPLICATION #: 18-10000903
BUILDING PERMIT NUMBER: 18.10000903
I - q3ob
k4,
4
DATE: November 14, 2018 7
4-
UNIT ADDRESS: CRAWLEY DOWN LOOP 3888 17-20-31.5VC-0000-1080
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: 3888 CRAWLEY DOWN LOOP / KENSINGTON
RESERVE / SFR
I ........ ... -------------
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit
ROADS -COLLECTORS
705.00
N/A
SinaleCFamily Housing .00 1.000 dwl unit 00
FIRE ES UE N/A
00
LIBRARY CO -WIDE ORD
Single Family Housin 54.00 1.000 dwl unit
SCHOOLS
54.00
CO -WIDE ORD
Single Family Housing 9,000.00 1.000 dwl unit 9,000.00
PARKS- N/A
00
LAW ENFORCE N/A
DRAINAGE N/A
00
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE, BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
RtiensngonReserve > Project Name: KProject Address.>'?>2 Cra Building
Permit #:--e= 9,(2 Electrical Permit In
consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand
the following: 1.
This Tug/Pre-power application is valid only for one -and two -fatuity 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 tenninate 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 roams 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 frolit date of approval, 7.
If provided, the fire sprinkler system must be operational with water on the systern prior to pre -power, 8.
TUG approval is for service and outside GFCI outlets only. 9.
Check with the local jurisdiction for fees associated with tugs. Scott
James Faber Ryan Homes Print
Name of nant PZ
Signature
f r errant JURISDICTION
EMPLOYEE NAM JURISDICTION:
Scott
James Faber - Print
Name of Gd. i Signature
CGC1
5171 Gen.
Contractor License ft Homes
Scott L Easterbrook - Palmer Electric Print
Name of El. Contractor Signature
of El. Contractor ECO003096
El.
Contractor License ft CALLED
INTO: a Progress Energy ri Florida Power and Light on Rev.
02/10/15)
DESCRIPTION AS FURNISHED: Lot 108, KENSING7'ON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc.
TRACT H CO'VSERVAr1OAt AREAiWET4,Ai au"'r"R( - - - - 25' POR7-10N of -
TRACT H
S 4 7-45,0 W
39.87" 0 3
LOT
108
70.26'
82.27'
00 3.5'x,3.5' 14,0, 5,00' 4)
Zzi,
LOT 109 C'6
Lo
AC LANAI o Cz
LOT 107
5 00'
30.0'
PROPOSED
RESIDENCE
o MODEL:LARGO
o6 VERSION I -L
2 CAR
GARAGE RIGHT
5.00'
5.00'
21 3' 5.00'
7DR
25.2
DRIVE
25 20'
to, UTIL MT.
I 1 63.36'
I WALK
S 40*1'3'15" W
40.00'
CRA IVIEY DO IVIV L 061)_LP
50' PRIVATE RIW)
PROPOSED = FINSHED SPOT GRADE ELEVATIONS
PER DRAINAGE PLANS
PROPOSED DRAINAGE FLOW
LOT GRADING TYPE A
PROPOSED FINISH FLOOR PER PLANS
IMPERVIOUS COVERAGE = 1,993± SQUARE FEET OR 32.3%
LOT CONTAINS 6,168.f SQUARE FEET
WALK ON-431 SQUARE FEET
WALK OFF=200± SQUARE FEET
DRIVE ON-403.* SQUARE FEET
DRIVE OFF(APRON)-91t SQUARE FEET
PLOT PLAN ONLY NOT A SURVEY
BUILDIN SET KS: ALEjENL2ffQ
FRONT 25,
REAR = 20'
SIDE = 5' FOR 40' LOTS
SIDE 7.5' FOR 60' LOTS
SIDE = 10' FOR 75' LOTS
SIDE STREET - 25'
CRU=VffE'JvER -- AST COTT ASSOC, INC.- LAAIrD SURVEYORS
LEGEND - LEGEND -
5400 E. COLONIAL DR. ORLANDO, FL, 32807 (407)-277-3232 FAX (407)-658- 1436
Pr PLATFIELD PJ0L' TYP. POINT ON UNC
TYPICAL NOTES:
1p. IRON PIPE PR.C, POINT OF REVERSE CURVATURE V THE UNDERSIGNED DOES HEREBY CER77FY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF
P. IRON ROD Plcr- POINT Or COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORICA ADMINISTRADVE CODE PURSUANT TO SECTION 472.027, FIOMOA STATUES
CXSET LP, CONCRETE MINUMENT
1/2* IR /*Ll 4596 TAD, MR. RADIALNON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID
REC, RECOVERE D vp WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. MERE MAY BE OTHER RESTRICTIONS
P.O.B. POINT OF BEGINNING CALC. CALCULATED OR EASEMENTS THAT AFFECT MIS PROPERTY,
P.O.C. POINT OF COMMENCEMENT PRA PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN,
iMILD CCNTERLDAE
NAIL L DISK FF. DSJ_ FINISHED FLOOR ELEVATION
BUILDING SETBACK LINE
5 THIS SURVEY 15 PREPARED FOR THe SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY,
RIV R JGNT-Or-WAY BA. BE CHMAR K 6 DIMENSIONS SHOWN FOR Ne LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES,
ESNt' EASEHENTH.B. DANSE BEARING 7. BEARINGS, ARE BASED ASS(AIEO DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.O.)
BRAIN. DRAINAGE 8. ELEVATIONS, IF SHOWN, ARE aAsco ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED,
QTIL. UTILITY r 9 CERtTFICATE OF AUrH()R(7AnI)N — AqgR
CLFC. VBXC' CHMN LINK FENCE
WOOD FENCE
C/o CONCRETE BLOCK
Plc. POINT OF CURVATURE
P.T. POINT OF TANGENCY
DESC. DESCRIPTION
R RADIUS
L ARC LENGTH
0 DELTA
C CHORD
C.H.CHORD BEARING
CERTIFIED BY.
NORTH
SCALE I-- I' DRAWN BY. ...
CA TE ORDER No,
PLOT PLAN 10-03-2018 9-18
THIS BUILOINGIPROPERTY DOES NOT LIE WITHIN
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FtRA4*
ZONE "X" MAP I 12117CO09OF (09-28-07)
GRUSEtOEYER, kCS, 1 4714
W. SCOR.LS # 4801
lnorz_Ilvvi Ozkzuz1-4%_Xj
RYAN H01MS SFR-DETACHED
Permit 9
BummNG PERMIT
Min Max Inspection Descr!Rtion
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address:
ELECTRICALPERMIT
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
117.,N Mr-1VINw';
Inspection DescriptionMinMax
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
N, '.Q$. _tg"ggg, ,--gin
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014 .
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: _ Tracy McDonald
an agent of: NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific pert -nit and application for work located at:
Street Address}
Expiration Date for This Limited Power of Attorney:_ 12/31/2019,
License Holder Name: Scott James Faber
State License Number: CGC1517157
Signature of License [folder:
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this t-)_day of
200 18 , by Scott James Faber _ ._ who is z,;
or who has produced _ as
identification and who did (did not) take an oath.
Notary Seat)
M}:: G,'q tYNNE
4Y' C ,t,4 41 c Asia 063'F , 3
Rev. 08.12)
Signature
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:
CITY OF
S. NFORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Tracy McDonald Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdonaC@nvrinc.com
Property Address: 3888 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-1080
Phone Number: 407.692.9820 Email: trmcdonaCa)nvrinc.com
The reason for the flood plain determination is:
FE-1 New structure 0 Existing Structure (pre-2007 FIRM adoption)
F-1 Expansion/Addition F] 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)
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
F-1 The parcel is in the: El floodplain floodway
F-1 A portion of the parcel is in the: 0 floodplain El floodway
W The parcel is not in the: W-1 floodplain E]floodway
0 The structure is in the: El floodplain El floodway
El The structure is not in the: floodplain EJ floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 18-4300
Reviewed by: Michael Cash, CFM Date: October 24, 2018
A 0 Application for Paved Driveway, Sidewalk or
ew I Walkway Including Right -of -Way Use & 4 "
x,01K1Landscaping in Right -of -Way IV -187 7— www.
sanfow.gov Department of Planning & Development Services 300
North Park Avenue, Sanford, Florida 32771 Phone:
407,688.5140 Fax: 407,688.5141 This
permit authorizes work to be done on the subject prop" 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 IGawwtutabetOVM. size
and location of the existing right—of-way and use shall be provided or application could be delayed. Gail trsr agarft 1.
Project Location/Address: 3888 Crawley Down Loop, Sanford, FL 32773 2.
Proposed Activity: 0Driveway 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 submi A by. Signature:
Address:
4307 VikK;nd-i-,d #H-20 Orlando, FL 32811 Phone: (
407) 692-9831 Fax: Print
Nam: Tracy McDonald Email:
trmcdona@nvrinc.com Date: 10/17/2018 Maintenance
Responsibilitieslindemnification The
Requestor, and his suocemicifs 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,
stoffinwater 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 read and Signature:
Pre -
pour Inspection by: Application
No: Reviewed:
Public
Works Utilities
Approved:
Engineering
tA Site
Inspected by: Special
Permit Conditions: the
above statement and by signing this application I agree to Its terms. Date:
10/17/2018 This
permit shall be posted on the site during construction. Please
call 407.688.5080 24 hours In advance to schedule a pro -pour Inspection. Official
Use Only Fee:
0
Date:
Date:
Date:
Date:
Date:
November2015
ROW Use Dnveway.lief
10/17/2018 SCPA Parcel View: 17-20-31-5VC-0000-1080
Prop Srty_Rqcord _g4!Ld_
Parcel: 1 7-20-31- 5VC-0000-1080
Property Address: 3888 CRAWLEY DOWN LOOP SANFORD, FL 32773
Parcel Information Value Summary
Legal Description
LOT 108
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Taxing Authority
County General Fund
Schools
City Sanford
SJWM(Saint Johns Water Management)
County Bonds
Sales
Description Date
2019 Working 2018 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 52,000 52,000
Land Value Ag
jg,j jlut,"_ 52,000 52,000
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 52,000 52,000
Tax Amount without SOH: $976.01
2L018 Tax (1111 Amount $976.01 Ll
XE-- st n-9-ZiM)cSave
Our Homes Savings: $0,00 Does
NOT INCLUDE Non Ad Valorem Assessments Exempt
Values 52,
000 52,
000 52,
000 52,
000 52,
000 Book
Page Amount Qualified No
Sales unc,"
Land
Assessment
Value Taxable Value 0
52,000 0
52,000 0
52,000 0
52,000 0
52,000 Vac/
Imp Method
Frontage Depth Units Units Price Land Value LOT
1 52,000.00 Building
Information Permits
Permit #
Description Agency Amount CO Date Permit Date http://
parceidetail.scpafl.org/ParcelDetaiIInfo,aspx?PlD=I720315VCOOOOI080 52,
000 1/
2
FORM R4O5'2017
FLORIDA o` U U` BUILDING F U UK~lFU ENERGY EFFICIENCY "~~"="=~° " ~°°~°— FOR CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Left 08KensingtonReserveLargoLGIRSE Builder Name: RYAN HOMES
Street: 3888 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2
1 New construction or existing Now (Frorn Plans) 9, Wall Types(2524,0 sqft.) Insulation Area
2Single family Or MUltiPle family Single-family a.
Frame - Wood, Exterior R=13.0 1208.00 It' 3.
Number of units, if multiple family 1 c. Frarne - Wood, Adjacent R=13.0 350M ft2 10.
Ceiling Types (1301 O sqlf.) Insulation Area 5.
Is this a worst case? No a. Under Attic (Vented) R=30M 1301,00 ft' 6.
Conditioned floor area above grade (ft') 2177 b, NIA R ft2 c.
N/A R-- W Conditioned
floor area below grade (ft2) 0 7.
Windows(274.8 sqfL) Description Area a, Sup: Attic, Ret: Attic, AH: Main 6 430.8 Area
Weighted Average Overhang Depth: 2.747 ft. Area
Weighted Average SHGC: 0190 14. Hot water systems a,
Electric Cap: 50 gallons 8.
Floor Types (1301,0 sqft,) Insulation Area EF: 0,950 a,
Slab -On -Grade Edge Insulation R=0,0 904,00 W b. Conservation features b,
Floor over Garage R=110 397,00 ft' None Glass/
Floor Area: 0.126 Total
Proposed Modified Loads: 65.69 PASS TotalBaselineLoads: 66.63 1
hereby certify that the plans and specifications covered by Review of the plans and S3% this
calculation are in comp Energy specifications covered by this F . 0 S'
Code. calculation indicates compliance jz YO PREPAREDBY:
w
ith the Florida Energy Code, Before
construction is completed DATE: -- — ---------
this building will be inspected for compliance
with Section 553.908 I
hereby certify that this building, as ed, is in compliance Florida Statutes. with
the Florida Energy Code, CeCompliance
requires certification by the air handier unit manufacturer that tile air handler enclosure qualifies as certified
factory -sealed inaccordance wKhe4OJ.3.l1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope
leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance
with mproposed duct leakage Qorequires aDuct Leakage Test Report confirming duct leakage tooutdoors, tested in accordance with
ANSI/RESNETIICC 380, is not greater than 0.060 Qn for whole house. 10n0/20182:57pM snorgyaoo0wbVox
naRnuun17Section p4os.4.1Compliant Snhwam Page /m^
SQ FT. CALC.
N-
i15T FLR LIVING 12 5C2 FT.
i2ND PLR LWIN" 1265 SQFT.
TOTAL LIVING 2]71 SC2. FT.
ENTRl" 40
G-14R4GE 441 SQ. FT.
LANAI 14O SQ FT-
1 TOTAL 2,i93 5, FT,
XTER OR MA$0NJRT`
LOAD Bi-'r'+AL
CC WCN ENT AND CLADDM W D LOADS SAMC WND £(POBIFE
FOR 3 SECOND OL6I8
CALL, SOwsE E3t6R7 iiDM ZC1E #H W?D
Y1- 1 x 1-0,
5 24.8ID1-3@:sb
2 24 30M OR 4 21,`5/-36PRi
3 li 25-SR 4 2545/-3095
3A IT, 20-N. 5 2-A,451-3146
38 33 (2)25-5f+ S 21131-34W
4 64 (low E.Cw'J 5 2631l333ID
WIND DESIGN CRITERIA
A BASIC LUMP SPEED MPH (3 5ECONFD CdUST)
Vu_T- 50 / VASD-Iib MPS4
B. 7NTERNL4L PRE-.SiA-- COE'.CENT=- .'
C. R15T. CATEGORY TTPE II
D. EXPOSURE CATEGORY C
NOTE.
VA-L;E6 FOR COP'P!O^EFNT 4 CLADZ:>lWl PRESS4N ASZE BASED ON
Alit Dc5 GN 4^D SPEED. F51--2 &T-; ED. (2017) AL OY16 THESE
t'RE^a5U'F S TO BE 1'fUL IPLiED 5Y Cb TO; :EET THE ALLOWABLE OR
NOMINAL TESTED VA...UES USED B PRODUCT i-IANU'FACTURERS.
NotE: PR'rOR TO DR-a4' L MSTALLAiION ON ALL -RAMG MEVERS 2'RY F%T. f Ts$ FPIISH
FLOOR 'W-L BE 6PRFTF;) Ai TR_EA.ED J 'R ER"i,"ETEA7TREATED `r A7 F%
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U ha
2:WpRRk'£D UC
SECTIWI
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f
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it00?+i 28'
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4X6 XS
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T—
4 9H B
x.
i A '
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y 111 MUD ROOM cRaTT
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9'
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O
TO EXT`RAR I:
BOLLARD
z
caR caR.ac 2QY"-
4'I'x29'-4' x
4
ENTRY y--------------=
e F2pFrRa oE 1'-
2' X T'-D' C>FYD r.-------------*------- "!
cl)
a -
a' _ 2,- FIRST
FLOOR PLAN SCALE:
114 = P-0' ELEVATION 'L' R
A
R C H I T E C T S g
1441
N. ROMALD REA4" BLVD. LO"
G 01). FL 327W PH
407-7748018 F",
407-7744078 Ddesig
grovq can AA :
0003315 fl
4
chi
O
F
a
SLTESDIV. &
LOT: KENSINGTON
RESERVE
LOT #
108) MODEL
LARGO
VERSION#
01) PROJECT#:
R2065.
108/00001 PAGE:
FIRST
FLOOR
PLAN
ARC
it ECT STATE
OF FLORDA DATE:
10/5/18 SCALE:
SHEET
3
OF 2J r
COMPONENT AND CLADDM WNW LDAD8 S49Q VMID E*PO&M
FOR 3 SECOND OLSTS
SOUMECALL-* - j
XT)ON ZONE 1 150 w i WND
O OCTAGE: OEMON
TE-F
4 2U151-3U4
mmp, EGRESS
4
3A
35 5 r A
j
55 28b5/-3785
2&651-3126
Ec.RE56
4
E
5 'a I TEMP
5 2*106/-36,10
E4
Gf;
E-% WIND
DESIGN CRITERIA A.
EA51C tUIND SPEED "PH (3 5ECONZ> GUST?VUL7.
150 / MFt4 13,
INTERNAL FRE-5--URE COE—JDENT-la C.
Ri5< CA7-_C,0R--TTFE 11 D.
EX-05LORE CA7EGOfZT` C NOTE:
VALUE5
FOR COt-OtEN-T5 4 CLADE:N-4a PRE550ZE ARE 5A&EZ:l ON THE
Y `, Z:IE6,'C.N Wl,,) 5-EED. F5CR b-H ED, (207) AL OLe T1455P PRE555
TO 5-_ MLLT)f LIED 5f' O.&'TO MEET THE ALLOWABLE OR Nlcr. "
NA_ T--$T-.:, YALLZ5 USED 57 _RODUV_T IMANJ"_7URER&, Pt' M
To DRrlAU WAJ,T f CN Aa FfZ4MW, M-5FF6 2 -VflX;E 1,FX$HF-OOR CELL
5E 5=RAYED AhV TlAEp Uw 15ORA-El A TERfl TREATED BIRA" I PWDR STAIR DATA: 17
RISERS
07,57"
16 TREADS 010' +1"
NOSING 3/4' 7t, _, _e
FLOOR GLLED 4 61_R5VE PER Nt4_P,6 RE -FK, FLR. TR35
l PER TR-e5 PLAN 2 A;EF_'l
OF 3/4'PLT4A OR t2) LAT'EFZ5 09 3/4' _lU5 FLOOR
MATERIAL RIPS FOR 50l_V NAUW, 5EG15 2.t25TRIC-R
1T,BE NWLED FR-
5ACX6JPE m 110 -_a3/4'
2NE).
FFN FLR. 9'-4' 5;;
Zr,, :-iT,
42H,G,4 4 U4LL
FOYER TREAD U72 EY! z 2.
7
2.4 FT
PLATE _-,
FC:IRF
IW V- C-7! !Lf, 'OC MlX STAIR SECTION: 9'----4"_BRCr. HT.
3/4' 7Ks hie FLOOR GLLF_
r> 4 NA LEV D5-, 2xb LEO13ER 5EO:
3.RED
TO 51_0Q<W 3t10' TAP CO",
Tr,L 1/4' V-15
24O.G.5TAc-ERED c'-O' FIN. FLR_ I SECOND FLOOR
PLATI 5C4-'E: 1/
4
z P-O'
ELEVATION 'L' A A C M IT E t
T S Des' G r Wqou. 2. P - 1441
N.
RON= REASANB VDLONG
OOD FL327B0 PH 407 774-5078
FAY407-774 78
7"N r-SUBDrV. &
MT: KENSINGTON RESERVE
LOT #108) MODEL' LARGO VFRSION#
01)
PROJECT#.
R2065.108/
00001
PAGE:
SECOND F1.
00R
PLAN ARCHn"ECT
STATE
Cf
FLOMDA DATE: 10/
51/18
SCAJ.E: 1/
4"=l'--O" SHEET
4- OF 9
FORMR405-2017
FLORIDA o` U~U` ~ d BUILDING CONSTRUCTIONENERGYEFFICIENCY "=°u="=, " ~~,~==_ FOR =~~_~"~^° ° "^~°~~ " "="`
Florid'a Department of Business and Professional Regulation - Residential Performance Method
Project Name: LotlO8KensingtonReserveLargoLGRSE Builder Name: RYAN HOMES
Street: 3888 CRAWLEY DOWN LOOP Permit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2)
1New construction or existing New (From Plans) 9. Wall Types(2524.0 sqft.) Insulation Arob 2.
Single family Or Multiple family Single-family a.
Frame - Wood, Exterior R=110 120800 ft' 3.
Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13O 350,00 ft2 10.
Ceiling Types (1301,0 sqft.) Insulation Area 5,
Is this a worst case? No a. Under Attic (Vented) R=30,0 1301.00 ft' 6.
Conditioned floor area above grade (ft') 2177 b. N/A R= ft2 Conditioned
floor area below grade (ft') 0 c.
N/A R= ft2 7Windows(
274.8 sqft,) Description Area a. Sup: Attic, Rot: Attic, AH: Main 6 430.8 Area Weighted
Average Overhang Depth: 2.747 ft. Area Weighted
Average SHGC: 0.290 14. Hot water systems a. Electric
Cap: 50 gallons 8. Floor
Types (1301.0 sqft,) Insulation Area EF: 0.950 a. Slab -
On -Grade Edge Insulation R=0.0 904,00 ft' b, Conservation features b. Floor
over Garage R=11.0 397.00 fl:2 None Glass/Floor
Area: 0.126 Total Proposed
Modified Loads: 65.69 PASS Total BaselineLoads: 66.63 1 hereby
certify that the plans and specifications covered by Review of the plans and 0,1 'T'KE sz'4" this calculation
are in corn Energy Code. specifications
covered
by this indicates compliance
calculation withthe
Florida Energy Code. 0 PREPARED BY:
DATE: — — ---- ------ I
0 1_C[J -8—S-cat Pratt Before construction
is completed this building
will be inspected for 0 compliance with
Section 553.908 I hereby
certify that this building, as ed, is in compliance Florida Statutes. with the
Florida Energy CodWe.T WE Compliance requires
certification hythe air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed
inaccordance with RuV3.V.21. Compliance requires an Air
Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report
with envelope leakage uogreater than 6.50ACH50(R402.41.2). Compliance with a proposed duct
leakage Qn requires a Duct Leakage Test Report confirming duct leakage 1ooutdoors, tested in accordance with ANSI/
RESNETIICC 380, is not greater than 0.060 Qn for whole house. 10/10/20182:57pm Enmmyan"
ewbusx naovuzo17Section x*oa./Compliant Software Page Im^
I FORM R405-2017
PROJECT
Title: Lot108KensingtonReserveLar Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 2177 Lot # 108
Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON
of Units: 1 Worst Case: No PlatBook:
Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3888 CRAWLEY DOW
Permit Office: SANFORD Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD,
Family Type: Single-family FL, 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
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--INI'[---AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
I Blockl 2177 18504,5
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
Main 2177 18504.5 Yes 5 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage Main 397 ft2 11 0.16 0 0.84
2 Slab -On -Grade Edge Insulatio Main 103.5 ft 0 904 ft2 0.39 0 0.61
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor, Vested Tested Insul. deg)
1 Gable or Shed Composition shingles 1371 ft2 216 ft2 Medium 0.85 N 0.85 No 0 18.4
ATTIC
Type Ventilation Vent Ratio (1 in) Area PBS IRCC
I Full attic Vented 300 1301 f12 N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 30 Blown 1301 ft2 0.11 Wood
10/10/2018 2:57 PM EnergyGauge(D USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
I
FnRM R4ns-9n17
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Ornt, To, Wall Type ----- - -------- - Spacep - - __ 2-Value Ft In Area_----_, R-Vatue_ Fractien-_-Absor-, Grade%_
1 NE Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0,23 0.6 0
2 NE Exterior Concrete Block - Int Insul Main 4.1 27 0 9 4 252.0 ft2 0 0 0.6 0
3 SE Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0
4 SE Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft' 0 0 0.6 0
5 SW Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0
6 SW Exterior Concrete Block - Int InSUI Main 4.1 38 0 9 4 354.7 ft2 0 0 0.6 0
7 NW Exterior Frame - Wood Main 13 30 0 8 0 240,0 ft2 0 0.23 0.6 0
8 NW Exterior Concrete Block - Int Insul Main 4.1 20 0 9 4 186.7 ft2 0 0 0.6 0
9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft2 0 0,23 0,3 0
10 NW Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0,6 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 SE Insulated Main None 25 3 8 24 ft'
2 Wood Main None 15 2 8 6 8 17.8 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
11 --- - ---
Ornt ID Frame Panes NFRC U-Factor SIIGC Imp Area Depth Separation Int Shade Screening
1 NE 1 Vinyl Low-E Double Yes 0.35 0.29 N 112.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
2 NE 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
3 SE 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 W 1 ft 0 in 5 ft 6 in None Exterior 5
4 SE 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' I ft 0 in 3 ft 0 in None Exterior 5
5 SW 5 Vinyl Low-E Double Yes 0,35 0.29 N 45.0 W 1 ft 0 in 1 ft 2 in None Exterior 5
6 NW 7 Vinyl Low-E Double Yes 0.35 0,29 N 30.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5
7 NW 8 Vinyl Low-E Double Yes 0.35 0.29 N 32A ft' 1 ft 0 in 10 ft 10 in None Exterior 5
8 NW 8 Vinyl Low-E Double Yes 0.62 0.29 N 48,0 ft2 11 ft 0 in 0 ft 6 in None Exterior 5
9 SW 6 Vinyl Low-E Double Yes 0.35 0,29 N 32.4 ft2 1 ft 0 in 10 ft 10 in Drapes/blinds None
10 SE 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft2 1 ft 0 in I ft 2 in Drapes/blinds Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 441 ft2 441 ft2 33 ft 9.3 ft
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000351 2004.7 110.05 206,97 3155 6.5
10/10/2018 2:57 PM EnergyGaugeO USA - FIaRes2017 Section R405,4.1 Compliant Software Page 3 of 4
I FORM R405-2017
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
I Electric Heat Pump/ Split HSPF:8.5 32.15 kBtu/hr I sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 34.8 kBtulhr 0 cfrn 015 1 sys#1
HOT WATER SYSTEM
System 'Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert Company Name Systern Model # Collector Model Area volume FEF
None None ft'
DUCTS
Supply ---- Return ---- Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handler TO OUT ON RLF Heat Cool
1 Attic 6 4308 ft Attic 107.7 ft Proposed On Main cfm 130.6 cfrn 0.06 0,60 1 1 TEMPERATURES
Programable
Thermostat: Y Ceiling Fans: Cooling
Jan Feb Mar Apr Jurj
Au
AuSepOct 00Nov Dec Heating
HJan JanFeb Mar HFebkiA pr MMa, MaJun Jul rjJun Xj A Xj S Xj Oct Nov Dec HVentingMarAprMayJunJulAugSepOctNovDecThermostat
Schedule: HERS 2006 Reference Hours Schedule
Type 1 2 3 4 5 6 7 8 9 10 11 12 11-----,-,-------" -
1-1 -- -------------------- Cooling (
VVD) 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 (
WEN) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM
78 78 78 78 78 78 78 78 78 78 78 78 Heating (
WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM
68 68 68 68 68 68 68 68 68 68 66 66 Heating (
WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM
68 68 68 68 68 68 68 68 68 68 66 66 10/
10/2018 2:57 PM EnergyGaLlqeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 99
The lower the EnergyPerformance Index, the more efficient the home.
3888 CRAWLEY DOWN LOOP, SANFORD, FL, 32773
1. New construction or existing New (From Plans) 9. Wall 'Types Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13.0 1208.00 ft'
b. Concrete Block - Int Insul, Exterior R=41 966.00 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 3.0 350,00 W
4. Number of Bedrooms 4 cl. N/A R= ft2
10. Ceiling Types Insulation Area
5, Is this a worst case? No a. Under Attic (Vented) R=30.0 1301.00 ft2
6. Conditioned floor area (ft2) 2177 b. N/A R= ft2
c, N/A R= ft2
7. Windows- Description Area
11. Ducts R ft2a. U-Factor: Dbl, U=035 226.75 ft2a. Sup: Attic, Ret: Attic, All: Main 6 430.8
SHGC: SHGC=0.29
b. U-Factor: Dbl, U=0.62 48,00 ft2
SHGC: SHGC=029 12. Cooling systems kBtu/hr Efficiency
c. U-Factor: N/A ft2 a, Central Unit 34,8 SEER:15,00
SHGC:
cl. U-Factor: N/A ft2
13. Heating systems kBtu/hr Efficiency
SHGC:
a. Electric Heat Pump 32.6 HSPF:8.50
Area Weighted Average Overhang Depth: 2.747 ft.
Area Weighted Average SHGC: 0,290
8. Floor Types Insulation Area 14. Hot water systems
Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft2 a. Electric
EF: 0.95
b. Floor over Garage R=11.0 397.00 ft2
b. Conservation features
c. N/A R= ft2
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Othe ise, a new EPL Display Card will be completed
based on installed Code compliant res
Builder Signature: - ' I-" Date: _
11-1 0/1-012-0111-181111
Address of New Home: 321aw7ey Down Loop City/FL Zip-, 32773
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygaUge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
10/10/2018 2:58 PM EnergyGaLlge(R) USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
A
Manual S Compliance Report Job: Lot I 08Kensington Reser..
wrightsoft" Date: 7125/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 GODISGO W", SANFORD, FL, 32-1/1 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-Aifl.COM
777777
For: RYAN HOMES
3888 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Cooling Eclqipment
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 27495 Btuh Entering coil DB: 76.6°F
Outdoor design WB: 76.2°F Latent gain: 3529 Btuh Entering coil WB: 63.30F
Indoor design DB: 75.0°F Total gain: 31024 Btuh
Indoor RH: 50% Estimated airflow: 1160 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH P
Manufacturer: Goodman Mfg.
Actual airflow: 1160 cfm
Sensible capacity: 27451 Btuh
Latent capacity: 3850 Btuh
Total capacity: 31300 Btuh
Model: GSZ140361K+ASPT47D14A
100% of load
109% of load
101% of load SHR: 88%
I Heating Equipment
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 21041 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A
Actual airflow: 1160 cfm
Output capacity: 32112 Btuh 153% of load
Supplemental heat required: 0 Btuh
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1160 cfm
Output capacity: 0 kW 0% of load Temp. rise: 0 OF
Meets all requirements of ACCA Manual S.
Entering coil DB: 69.6°F
Capacity balance: 32 OF
Economic balance: -99 OF
wrightsoft,
2018-Oct-10 14:42 59
Rtght-Suited Univoisal 2018 1 t.0,27 RSU23828 Page I
got GHSI--.\I,otI081<eiisingtonlAeservet-atgol,,(FiSf-,rLip Galc=,MJ8 House faces: SE
Component Constructions Job: Lot108KensingtonReser..
wrightsofte Date: 7/2512015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISGO WAY, SANronD, FL 32771 Phone: 407-333 2665 Fax: 407-333-3853 Web: WWW.I)El--AIR.COM
For: RYAN HOMES
3888 CRAWLEY DOWN LOOP, SANFORD, FI-32773
it•nt
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, LIS Indoor temperature (T) 70 75
Elevation: 105 ft Design TD (T) 28 18
Latitude: 281N Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (T) 42 93 Infiltration:
Daily range (T) - 16 M Method Simplified
Wet bulb ('F) - 76 Construction quality Semi -tight
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Gig HTM Gain
ft' Btuh/fV-1F ft1-1F/BtUh BW 11 At, Nki h MOM' Binh
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 337 0.091 13.0 2.52 849 2,85 959
frish, 2"x4" wood frm, 16" o.c. stud se 180 0.091 13.0 2.52 454 2.85 512
sw 319 0.091 13.0 2.52 804 2.85 908
nw 210 0.091 13.0 2.52 529 2.85 598
all 1046 0.091 13.0 2.52 2637 2.85 2978
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int frish no 251 0L201 4.1 5.57 1398 5.29 1330
se 55 0.201 4A 5_57 307 5.29 291
sw 321 0.201 4.1 5.57 1786 5.29 1698
nw 198 0.201 4.1 5.57 1104 5.29 1050
all 825 0.201 4,1 5.57 4594 5.29 4369
Partitions
12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int frish, 2"x4" 331 0.091 13.0 2.52 834 1.45 480
wood frm, 16" ox. stud
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frin mat, clr innr, no 12 0.350 0 9.69 116 22.0 264
1/4" gap, 1/8" thk; NFRC rated (SHGC=0L29); 50% drapes, medium; 1
ft overhang (4 it window ht, 1.17 ft sep.); 6,67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk fun mat, clr innr, n e, 15 0.350 0 9.69 145 22.0 330
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I se 15 0.350 0 9.69 145 21.4 321
ft overhang (5 ft window [it, 1.17 ft sep,); 6.67 it head lit sw 45 0,350 0 9.69 436 21.4 964
nw 30 0.350 0 9.69 291 22.0 659
all 105 0.350 0 9,69 1018 21.7 2274
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, so 30 0.350 0 9,69 291 22.5 676
1/4" gap, 1/8" thk; NFRC rated (Sl-lGC=0.29); 50% drapes, medium; 1
ft overhang (5 it window ht, 3 ft sop.); 6.67 ft head tit
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, so 15 0.350 0 9,69 145 22.5 338
1/4" gap, 1/8" thk; NFRC rated (SH(3C=0,29); 50% drapes, medium, 1
ft overhang (5 ftwindow ht, M ft sep.); 6.67 it head lit
vvriightsc)ift1
2018 Oct-10 14:42:59
Right-Suit0l) Universal 2018 18.0.21 fISU23828 Page I
argoLG R SF\L-ot 108 Kens ingron Res e, rve Lai got. G RSL, rijp Ca1c=.MJ8 House faces: SF
2A-2om: 2 glazing, clr low-e outr, air gas, md no brk frm mat, cir innr, sw 33 0.350 0 9.69 317 22.5 737
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I
ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht nw 33 0.350 0 9,69 317 22.0 718
all 65 0.350 0 9.69 634 22.3 1455
2A-2omd: 2 glazing, clr low-e outr, air gas, ruff no brk frm mat, clr innr, nw 48 0.620 0 I7.2 824 30.6 1470
1/4" gap, 1/8" thk; NFIRC rated (SIAGC=0.29); 11 R overhang (8 ft
window ht, 0,5 ft sep,); 6.67 ft head fit
Doors
11 DO: Door, wd sc type se 24 0.390 0 10,8 259 12.0 289
n 18 0.390 0 10,8 193 12.0 215
all 42 0,390 0 10.8 452 12.0 504
Ceilings
1613-30ad: Attic ceiling, asphalt shingles roof mat, r-30 cell ins, 1/2" 1301 0.032 30.0 OM 1153 1.74 2263
gypsum board int fnsh
Floors
20P- 11 t: Fit floor, frm fir, 12" thkns, r- 11 cav ins, gar ovr 397 0.0/8 11.0 2.16 857 1,12 444
22A-tpl: Bg floor, light dry soil, on grade depth 104 0.989 0 27.4 2835 0 0
20 18 Oct- 10 14:42:59Pkwriiightscft" Right-Suite0l) Universal 2018 18.0.27 RSU23828 Page. 2
arg0LGRSE\Lot H)Wensingtorffl os erveL,arqoLGRSE. i tip GaIc = M,18 House faco,,,: SF
Project Summary
Job: Lot-1081<ensingtonReser..
wrightsoft, Date: 7125/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISGO WAY, SANFORD, Fl- 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.GOM
For: RYAN HOMES
3888 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Notes: L.S. 10-10-18 SRP
Weather
Winter Design Conditions
Outside db 42 IF
Inside db 70 IF
Design TD 28 IF
Heating Summary
Structure 19058 Btuh
Ducts 1983 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
P113199 0 Btuh
Equipment load 21041 Btuh
Infiltration
Orlando/Jetport, FL., US
Summer Design Conditions
Outside db 93 IF
Inside db 75 F
Design I-D 18 IF
Daily range M
Relative humidity 50
Moisture difference 46 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 23229 Btuh
Ducts 4267 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiglier 1.00
Equipment sensible load 27495 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Semi -tight
Fireplaces 0 Structure 2459 Btuh
Ducts 1069 Btuh
Central vent (0 cfm) 0 Btuh
Heating Cooling pone)
Area (ft2) 2177 2169 Equipment latent load 3529 Btuh
Volume (ft3) 18822 18822
Air changes/hour 0.28 0.15 Equipment Total Load (Sen+Lat) 31024 Btuh
Equiv. AVF (cfm) 88 47 Reg. total capacity at 0.75 SHR 3.1 ton
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI...
Model GSZ140361K
AHRI ref :8242629
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 32 IF
Backup:
8.5 HSPF
32600 Btuh @ 470F
26 IF
1160 cfm
0.055 cfm/Btuh
0.30 in 1120
Input = 0 kW, Output = 0 Btuh, 100 AFUE
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN -JAN ITROL; AMANA DISTI...
Cond GSZ140361k
Coil ASPT47D14A
AHRI ref :8242629
Efficiency 12.5 EER, 15 SEER
Sensible cooling 26100 Btuh
Latent cooling 8700 Btuh
Total cooling 34800 Btuh
Actual air flow 1160 cfm
Air flow factor 0.042 cfm/Btuh
Static pressure 0.30 in H2O
Load sensible heat ratio 0.89
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed,
2018-Oct-10 14:42,59
Right-SuiteO Universal 2018 18.0,27 RSU23828 Page I
argol_GRSE\l_ot 1081<orisitigtottRosei'vel-aigol.G119E.rL.,p Calo, — MJ8 I louse faces: SE
94- wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 COD I SCO WAY, SAN FORD, [A- 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DR_-AII1,COM
Job: Lot 1 Wen sin gton ReserveL
Date: 7/25/2015
By: FJF
I Room name Entire Flouse great un
2 E-:xposM wall 254.5 it 62.0 If
3 Room freight 8.5 it 9.3 it heat/cool
4 Room dimensions 30.0 x 16.0 If
5 Room area 2205,8 W 480,0 ft2
Ty Construction
number
U-Value
13tuh/W-'F)
Or HTM
B t Uh/ft2)
Area (fe)
or perimeter (it)
Load
13 t h)
Area (tt2)
I or perimeter (it)
Load
BtUh)
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat cool
6 12G-Osw
2A-2om
0.091
0.350
no
no
2.52
9,69
2.85
21.97
364
12
337
0
M
116
959
264
0
0
0
0
0
0
0
0
2A-2om 0.350 tie 9.69 21.97 15 0 145 330 0 0 0 0
W 131k wall, stucco ext 0.201 no 5.57 5.29 251 251 1398 1330 149 149 828 788
11 bh120-Gsw 0.091 se 2.52 2,85 240 180 454 512 0 0 0 0
2A-2om 0.350 so 9.69 21.42 15 1 145 321 0 0 0 0
2A-2om
2A-2orn
0.350
0.350
so
se
9.69
9.69
22,54
22,54
30
is
0
0
291
145
676
338
0
0
0
0
0
0
0
0
Blk wall, stucco ext 0.201 so 5,57 5.29 79 55 307 291 0 0 0 0
L--D IIDO 0.390 so 10.80 12,03 24 24 259 289 0 0 0 0
t__'G
12C-Osw
2A-2om
Blk wall, stucco ext
0.091
0,350
201R__
1'
sw
sw
sw
2.52
9.69
5.57
2.85
21.42
5.29
364
45
353
319
4
321
804
436
1786
908
964
1698
0
0
149
0
0
116
0
0
647
0
0
615T
t__G
2A-2om
12C-0sw
0.350
0.091
sw
nw
9.69
2.52
22,54
M5
33
240
0
210
317
529
737
598
33
0
0
0
317
0
737
0
2A-2om
Blk wall, stucco ext
2A-2oin
0.350
0,201
0.350
nw
nw
nw
9.69
5.57
9.69
21,97
5.29
21.97
30
279
33
0
198
0
291
1104
317
659
1050
718
0
279
33
0
198
0
0
1104
317
0
1050
718
R
2A-2omd
12C-Osw
0.620
0,091
nw 1717
2.52
30.63
1.45
48
349
0
331
824
834
1470
480
48
0
0
0
824
0
1470
0
L-D 11DO 0.390 n 10.80 12.03 18 18 193 215 0 0 0 0
G 16B-30ad 0M2 0.89 1.74 1301 1301 1153 2263 0 0 0 0
F 20P-11t 0.0-18 2,16 1.12 397 397 857 444 0 0 0 0
F 22A-tr)l 0.989 27.40 0.00 905 104 2835 0 480 62 1699 0
6 c) ALD excursion 661 474
Envelope loss/gain 16392 18176 5736 5852
12 a) Infiltration
b) Room ventilation
2666
0
902
0
708
0
240
0
13 Internal gains, Occupants 230 5 1150 4 920
Appliances/other 3000 6001
Subtotal (lines 6 to 13) 19058 23229 6444 7612
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 19058 23229 6444 7612
15 Duct loads 10% 18% 1983 4267 01/1 01/1. 0 0
Total room load 21041 27495 6444 7612requiredAirrequired (cfm) 1160 1160 355 321
Calculations allUroved by AGGA to meet all reqUirements of Manual J 8th Ed
4- 2018-Oct-10 14,42:59
Right-SuiteO Universal 2018 18.0,2/ FISU23828 Page I
argoLGASE\LotI08Kens ing ton F1 es erve Utmot_G R SE, rup Calc - MJ8 House faces: SE
d L. 7 ,wwrightsoft' Right -JCS Worksheet Entire
House DEL -
AIR HEATING & AIR CONDITIONING
531
COUISGO WAY, SANFOAD, FL. 32771 Phone: 407-333-M5 Fax: 407-333-3853 Web: WWW.DF1_-A1A,GOM Job:
Lot I 08lKensing tori ReserveL... Date:
7/25/2015 By:
FJF I
Room name pdr mud rm 2
F_xposed wall 8.0 ft 6.0 it 3
Room height 9.3 ft heat/cool 9,3 ft heat/cool 4
Room dimensions 4,5 x 8.0 ft 6,0 x 6.0 ft 5
Room area 36.0 ft' 36,0 ft2 Ty
Construction number
Tvalue
Btuh/
1t2-'F) Or
11TM Bh.
ft2) Area (
ft2) or
perimeter (it) Load
Bt
M) Area (
ft') I
or perimeter (ft) Load
13tuh)
Heat
cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6
L12C-
osw
2A -
2orn 0.
091 0.
350 ne
ne
2.
52 9.
69 2.
85 21.
97 0
0
0
0
0 0
0
0
0
0
0
0
0
0
0
2A-
2am 0.350 ne 9,69 21.97 0 0 0 0 0 0 0 0 11
W
Vh12C-
0sw Blk
wall, stucco ext 0.201 0,
091 ne
se
5,
57 2.
52 5,
29 2.
85 0
0
0
0
0
0
0
0
56
0
56
0
311
0
295
0
2A-
2om 0.350 se 9.69 21,42 0 0 0 0 0 0 0 0 2A-
20m 2A-
20M 0.
350 0.
350 so
se
9.
69 9.
69 22.
54 2254
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T-
D Blk
wall, stucco ext 11DO
0,
201 0.
390 se
se
5.
57 10,
80 5,
29 12.
03 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-
0 w 0,091 sw 2,52 2,85 0 0 0 0 0 0 0 0 t-G 2A-2on Blk
wall, stucco ext 0.
350 0,
201 sw
sw
9169
5.
57 21,
42 5.
29 0
74
0
74
0
414
0
394
0
0
0
0
0
0
0
0
2A-
2orn 12C-
Osw 0.
350 0.
091 sw
nw
OM
2.
52 22.
54 2.
85 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t__G i
T_ 2A-
2orn Blk
wall, stucco ext 2A-
2orn 0,
350 0,
201 0.
350 nw
nw
nw
9.
69 5.
57 9M
21.
97 5,
29 21.
97 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-
2omd 1
2C-0sw 0.
620 0.
091 nw
17A7 2.
52 30,
63 1.
45 0
0
0
0
0
0
0
0
0
79
0
61
0
154
0
89
L-o 11DO R390 n 10,80 12,03 0 0 0 0 18 18 193 215 G
16B-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0 F
20P_11t 0,078 2.16 1.12 0 0 0 0 0 0 0 0 F
22A-tpi 0.989 27.40 0.00 36 8 219 0 36 6 164 0 6
c) AU.D excursion 31 45 Frrvelopo
loss/gain M3 363 822 554 12
a) Infiltration 91 31 69 23 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 725 394 891 577 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 14
Subtotal 725 3941 891 577 15
Duct loads 0% 0% 0 0 0% 0% 0 0 Total
room load 725 394 891 577 71124Airrequired (cfm) 40 17 It49 Calculations
aeUroved by AGGA to meet all requirements of Manual J 8th Ed. Right-
SuitoO) Universal 2018 18.0.21 RSU23828 2018-
00-10 14:42:59 Page
2 ir ...
goL.GRSE\LotlO8Kensirigtonfles(,,rv(.)LargoLGRSF,'-,rup (,aic = MJ8 House face,.;: SF
1L..
77 wrightsoft' Right-M) Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 GODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Won: WWW.D(-,,[--AIII.GOM
Job: Lott 08Kensin 9to n Reservel-
Date: 7/25/2015
By: FJF
I loom name kitchen mstr rm
2 Exposed wall 27.5 it 30,5 it
3 Room height 9,3 it heat/cool 8.0 it heat/cool
4 Room dimensions 1.0 x 352,5 it 1.0 x 251.5 it
5 loom area 352,5 ftP 251.5 112
I Gonstruction
number
U-value
13tuh/ft2-T)
Or FITM
BtulVft')
Area (it')
or perimeter (it)
Load
13t jh)
Area (ft2)
or perimeter (111)
Load
Btuh)
Float cool Gross N/P/S Heat cool Gross N/P/S- Fleat Cool -
6 I?C-Osw
2A-2om
2A-2om
0,091
0.350
0.350
no
ne
ne
2,52
9,69
R 69
2.85
21.97
21.97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
W
bh12C
Blk wall, stucco ext
0sw
0.201
0M1
ne
se
5.57
2,52
5.29
2,85
47
0
47
0
259
0
246
0
0
0
0
0
0
0
0
0
2A-2orn
2A-2om
2A-2om
0,350
0.350
0,350
se
se
se
9,69
9.69
9.69
21.42
22,54
22.54
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T-D
Bit< wall, stucco ext
LIDO
0.201
0.390
se
so
5,57
10,80
5.29
12.03
19
24
55
24
307
259
291
P89
0
0
0
0
0
0
0
0
try/ 12G-Osw
2A-2oni
Blk wall, stucco ext
0.091
0.350
0,201
sw
sw
sw
2.52
9.69
5.57
2.85
21.42
5.29
0
0
130
0
0
130
0
0
725
0
0
689
136
30
0
106
3
0
267
291
0
302
643
0
T__1' 2A-2om
12C Osw
0.350
0.091
sw
nw
9,69
252
22.54
2,85
0
0
0
0
0
0
0
0
0
108
0
78
0
197
0
222
2A-2orn
Blk wall, stucco ext
2A-2om
0.350
0,201
0.350
nw,
nw,
nw
9.69
5.57
9.69
21,97
5.29
21,97
0
0
0
0
0
0
0
0
0
0
0
0
30
0
0
0
0
0
291
0
0
69
0
0
P
2A-2omd
12C-Osw
0.620
0,091
nw 47.17
2.52
30,63
1.45
0
270
0
270
0
680
0
391
0
0
0
0
0
0
0
0
L r) iloo 0.390 n 10,80 12.03 0 0 0 0 0 0 0 0
G 16B-30ad 0M2 0.89 1.74 0 0 0 0 252 252 223 437
F 20fl-'tit 0.078 2A6 1.12 0 0 0 0 0 0 0 0
E 22A-tf)l 0.989 2T40 0,00 353 28 753 0 0 0 0 0
6 c) AED excursion 233 330
Envelope loss/gain 2983 1674 1268 2593
12 a) Infiltration 314 106 300 101
b) Room ventilation 01 0 01 0
13 Internal gains: Occupants @ 230 0 0 1 230
Appliances/other 1200 600
Subtotal (lines 6 to 13) 3297 2981 1568 3524
Loss external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 3297 2981 1568 3524
15 Duct loads 1 0%1 0% 0 0 26% 37%1 4041 1289
Total room load 329/ 2981 19 72 4813
Air required (chn) 182 126 109 0 203 Calculiations
aperoved by AGGA to meet all requirements of Manual J 8th F-A Right-
Suire4 Universal 2018 18.0.27 RSU23828 2018-
Oct- 10 14,42:59 Page
3 argoL.
GRSE\t,o1 108KensirigtonReservei,-argol-GRSE.rL,,p Gale = MJ8 House faces: SE
qw wrightsoft' Right-JR, Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 GODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL.-AIR.GOM
Job: Lott 08Kensington ReserveL
Date: 7/25/2015
By: FJF
I Room name rm 3 wic on 2
2 Exposed wall 12.0 it 7,0 it
3 Room height 8.0 it heat/cool 8.0 it boat/cool
4 Room dimensions 7.0 x 5,0 it 1.0 x 149.8 it
5 Room area 35.0 Q2 149.8 ft2
Ty Construction U-Value Or Fi I-M Area (w) Load Area (ft2) Load
number Btuh/ft-"F) Bit /it') or perimeter (it) Bt ill) I or perimeter (it) Btuh)
Heat C.-I Gross- N/P/S Heat cool Gross- N/11/8 Heat cool
6 12G-Osw 0,091 ne 2.52 2,85 o 0 0 0 0 0 0 0
2A-2om 0.350 no 9.69 21.97 0 0 0 0 0 0 0 0
2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
W Blk wall, stucco ext 0.201 no 5.57 5.29 0 0 0 0 0 0 0 0
11
kb'
12G-Osw 0.091 so 252 2,85 56 41 103 117 36 21 53 60
2A -2orn 0.350 se 9.69 21,42 0 0 0 0 15 1 145 321
2A-2orn 0,350 se 9.69 22.54 15 0 145 338 0 0 0 0
2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0
Filk wall, stucco ext 0.201 Se 5.57 5.29 0 0 0 0 0 0 0 0T-D 11DO 0.390 so 10,80 12.03 0 0 0 0 0 0 0 0
yl 12C -Osw 0,091 sw 252 2.85 40 40 101 114 20 20 5O 57
t_6 2A-2orn 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0
G 2A-2orn 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 0
t__G
12C-Osw 0.091 nw 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0.350 W 9.69 21.97 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0
2A-2orn 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
2A-2omd 0.620 nw I7.17 30.63 0 0 0 0 0 0 0 0
1 2C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0
11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
G 16B-30ad 0,032 OM 1,74 35 35 31 61 150 150 133 260
f: 20P,11t 0.078 2,16 1.12 35 35 76 39 84 84 180 93
F 22A-tl)l 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 74 1013
Envelope loss/gain 456 742 562 900
12 a) Infiltration 118 40 69 23
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 574 782 631 924
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 574 782 631 924
151 Duct loads 261% 37% 148 286 26% 37% 162 1 3,38
UTotal room load 122 1068 193 1261
Air required (cfm) 40 45 441 531
Calculations approved bv AGCA to meet all reguirements of Manual J 8th Ed.
2018-Oct-10 14:42:59
FI i 8 '48 Page 4AM
Right -Suite 18,0.27FISU2, 28
argoLGRSE\Lot I OBKetisingtotilleserval,argot-GilSE.r(3p Calc = M,18 House faces: SF
k,Ll-
FF wrightsoft, Right -JCS Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 GODISGO WAY, SANFOM), FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.01--i.-AIR.COM
Job: Lotl 08KensingtonReserveL
Date: 7/25/2015
By: FJF
1 Room name irn 3 bth 1
2 Exposed wall 25.0 It 5,5 ft
3 Room height 8,0 It heat/cool 8.0 ft heat/coot
4 Room dimensions 14.5 x 10.5 ft 1LO X 5.5 ft
5 Room area 152,3 ft2 60.5 ft2_
Tl'y Construction U-value Or FITM Area (ft2) Load Area (ft2) Load
number BtuhJW-'F) Btt 1/ft2) I or perimeter (ft) 13tuh) or perimeter (ft) Btuh)
Neat cool Gross N/P/S Neat cool Gross NIP/S Heat cool
6 L:2
12C-Osw 0.091 no 2.52 2.85 84 84 212 239 44 44 M 125
2A-2orn 0,350 no 9.69 21,97 0 0 0 0 0 0 0 0
A2 -2orn 0,350 no 9.69 21.97 0 0 0 0 0 0 0 0
W Blk wall, stucco ext 0,201 ne 5.57 5,29 0 0 0 0 0 0 0 0
11 VL12C-Osw 0.091 se 2,52 2,85 116 86 217 245 0 0 0 0
G 2A-2orn 0.350 so 9.69 21 A2 0 0 0 0 0 0 0 0
2A-2orn 0.350 so R69 22,54 15 0 145 338 0 0 0 0
2A-2om 0.350 so 9.69 22.54 15 0 145 338 0 0 0 0
Blk wall, stucco ext 0.201 so 5,57 5.29 0 0 0 0 0 0 0 0
4_) 11DO 0.390 so 10.80 12,03 0 0 0 0 0 0 0 0
t--" 12C-Osw 0.091 sw 252 2.85 0 0 0 0 0 0 0 0
2A-2orn 0.350 sw 9.69 21,42 0 0 0 0 0 0 0 0
t--G
Blk wall, stucco ext 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0,350 sw 9.69 22,54 0 0 0 0 0 0 0 0
T___6
12G-Osw 0.091 nw Z 2.8552500000000
2A-2om 0.350 nw, 9,69 21,97 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 nw R69 21.97 0 0 0 0 0 0 0 0
2A-2omd 0,620 nw 17.17 30,63 0 0 0 0 0 0 0 0
P 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0
L__D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 OM 1.74 152 152 135 265 61 61 54 105
F 20P-11t 0,078 2.16 1,12 152 152 329 170 61 61 131 68
F 22A-tpl 0.989 27.40 0,00 0 0 0 0 0 0 0 0
6 c) AED excursion 83 23
Envelope lossIgain 1183 1678 295 275
12 a) Infiltration 246 83 54 18
b) Room ventilation 0 0 1 0 0
13 Internal gains, Occupants (cb 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 1429 1762 349 294
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1429 1762 349 294
15 Duct loads 26% 37% 368 6441 26% 37% 90 107
Total room load 1797 40610002 439 401
Air required (cfm) 99 1 24 - 17
Calculations approved by AGGA to moot all reguirements of Manual J 8th Ed.
Right -Suit Universal 2018 M0.27 RSU23828
2018-00-10 14:42:59
4"
Page 5A-Z*, .,.argoLGRSE\1-01108KeiisingtonReservel-argol-GriSE.rup Calc - MJ8 House faces: SE
qr wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 GODISGO WAY, SANFORD, FL, V771 Phone: 407-933-2665 Fax: 407-333-3853 Web: WWW.DFl,-AIR,G0M
Job: Lot I 08Kensington Reservet-
Date: 7/25/2015
By: FJF
I Room name laundry on 4
2 f=llpsod wall 5.5 it 11.0 it
3 Room height 8.0 it heat/cool 8.0 it heat/cool
4 Room dimensions 6.5 x 5,5 it 1.0 x 132.3 it
5 Roam area 35.8 ft2 132,3 ft2
Tyy Construction U-value Or H rM Area (ft2) Load Area (ft2) Load
number Btuh/ft-'F) Btu VfV) or perimeter (it) Btuh) or perimeter (ft) Bt h)
I
I leat Cox l Gross N/P)S Final cool Gross N/P/S Heat cool
6
VL
12C-Osw 0.091 no 2.52 2.85 44 44 ill 125 88 73 184 208
2A-2cm 0.350 no 9,69 21,97 0 0 0 0 0 0 0 0
2A-2om 0350 no 9.69 21,97 0 0 0 0 15 0 145 330
w Blk wall, stucco ext 0.201 no 5,57 5,29 0 0 0 0 0 0 0 0
4h12C-Osw 0.091 se 2.52 2.85 0 0 0 0 0 0 0 0
A -tom 0.350 se 9.69 21.42 0 0 0 0 0 0 0 0
2A-2om 0.350 so 9.69 22.54 0 0 0 0 0 0 0 0
2A-2om 0,350 se 9.69 22.54 0 0 0 0 0 0 0 0
T--_D
Blk wall, stucco ext 0,201 so 5.57 5.29 0 0 0 0 0 0 0 0
FID0 0.390 se 10.80 12.03 0 0 0 0 0 0 0 0
T__O
12C-osw 01091 sw 2,52 2,85 0 0 0 0 0 0 0 0
2A-2om 0.350 sw 9.69 21,42 0 0 0 0 0 0 0 0
B Ik wall, stucco ext 0,201 sw 5.57 5,29 0 0 0 0 0 0 0 0
2A-2orn 0,350 sw R69 22.54 0 0 0 0 0 0 0 0
T_G
42C-Osw 0.091 nw 2.52 2,85 0 0 0 0 0 0 0 0
2A-2orn 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 nw 5.57 5,29 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
2A-2ornd 0.620 my 17.17 30.63 0 0 0 0 0 0 0 0
F,
L__D
120-0sw 0,091 2.52 1.45 0 0 0 0 0 0 0 0
liDo 0.390 n 10,80 12.03 0 0 0 0 0 0 0 0
G 16B30ad 0.032 0.89 1.74 36 36 32 62 132 132 117 230
IF 20P-1 I t 0.078 2.16 1.12 18 18 38 20 0 0 0 0
I- 22A-tpi 0.989 2/.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 601
Envelope loss/gain 180 1471 447 761
12 a) Infiltration 54 18 108 37
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 600 0
Subtotal (lines 6 to 13) 234 765 555 798
Less external load 0 0 0 0
Loss transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 234 765 555 798
15 Duct loads 261/1 37% 60 280 26% 37 % 143 29
Total room load 295 1045 698 1090
Air required (cfm) 16 44 38 46
Calculations approved Ly ACCA to meet all requirements of Manual J 8th FA
2018-00-10 14:42:59
Bight-SiheO Universal 2018 18.0.27 RSU23828 Page 6
argot _G R SE\ 1,ot I 08Kens ington Res ervel-argol -6 11 SU_. Rip Galo = MJ8 House faces: SE
11.L_
7- wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 GODISGO WAY, SANFORD, Fit, 32171 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEI_-AIA.G0M
Job: Lot I 08Ken sin g ton ReserveL...
Date: 7/25/2015
By: FJF
I Room name mstr bth mstr wic
2 Exposed wall 2M it 7.5 it
3 Room height 8,0 it hoat/cool 8.0 it heat/coal
4 Room dimensions 1.0 X 111'0 it 7,5 x 5.0 it
5 Room area 111.0 it, 37,5 ft2
Ty Construction
number
U-Value
13tuh/112-T)
Or HTIVI
Btuh/ft')
Area (it')
or perimeter (it)
Lead
BtUh)
Area (ft2)
or perimeter (it)
Load
Binh)
Heat Cool Gross N/P/S Cleat cool Gross N/P/S Heat cool
6 V. 12G-Osw 0.091 no 2.52 2,85 104 92 232 262 0 0 0 0
2A-2orn
2A-2orn
0.350
0.350
no
no
9.69
9.69
21,97
21.97
12
0
0
0
116
0
264
0
0
0
0
0
0
0
0
0
W Blk wall, stucco ext 0.201 no 5.57 5.29 0 0 0 0 0 0 0 0
1 Vh12G-Osw 0.091 so 2.52 2,85 0 0 0 0 0 0 0 0
2A-2orn 0.350 se 9,69 21.42 0 0 0 0 0 0 0 0
2A-2om
2A-2om
0.350
0,350
so
se
9.69
9.69
22,54
22.54
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Blk wall, stucco ext 0.201 so 5.57 5.29 0 0 0 0 0 0 0 0T-D 11DO 0.390 se 10.80 12,03 0 0 0 0 0 0 0 0
12G-Osw 0.091 sw 2.52 2.85 0 0 0 0 0 0 0 0
t-C, 2A-2orn
Blk wall, stucco ext
0.350
0.201
sw
sw
9.69
5.57
21.42
5,29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0t---G 2A-2orn
12C-Osw
0350
0.091
sw
nw
9,69
2.52
22.54
2.85
0
72
0
72
0
181
0
205
0
60
0
60
0
151
0
171T___G 2A-2om
Blk wall, stucco ext
2A-2orn
0,350
0.201
0.350
nw
rry
nw
9.69
5.57
9.69
21.97
5.29
21,97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
R
2A-2omd
12C-0sw
0.620
0.091
nw 17.17
2.52
30,63
1,45
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L-o 11DO 0.390 n 10,80 12,03 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 ill Ill 98 193 38 38 33 65
F 20P-11t 0.078 2.16 1,12 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 27.40 OM 0 0 0 0 0 0 0 0
6 c) AED excursion 36 19
Envelope loss/gain 628 887 184 217
12 a) Infiltration 216 73 74 25
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants 2.30 0 0 0 0
Appliances/other 0 01
Subtotal (lines 6 to 13) 844 960 258 242
Loss external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 844 960 258 242
15 Duct loads 1 26% 37% 217 351 26% 3-11/ 66 89
total room load 1062=11 31'2 331
Air required (cfm) 59 69 5, 55 18 14
Calculations approvod by ALGA to meet all roe Uirements of Manual J 8th Ed.
Right -Suited Universal 2018 M0.27 [ISU23828
2018-Oct- 10 14,42:59
Page 7
gol-GRSEALot 108KensingtotiReservel-argo[,,(3[ISE.rtip Calc w MJ8 House faces: HE
11
9w wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 GODISCO WAY, SANFORD, FI_ 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.Di:t--AIR.COM
Job: Lot 1 08Kensing to n ReserveL
Date: 7/25/2015
By: FJF
I Room name rnstr wic int rnstr we
2 Fxposed well 0 It 0 It
3 Hoorn height 8,0 It heat/cool 8.0 It heat/coot
4 Room dimensions 5.5 x 4.5 f 5,5 x L0 ft
5 Room area 24,8 ft2 22,0 ft2
ry Construction
number
U-valuo
Btuh/f
Or RTM
Bt /ft2)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (ft2)
or perimeter (ft)
Load
f3h h)
Heat cool Gross N/P /S Heat cool Gross N/P/S Heat cool
6 12C-Osw
2A-2orn
2A-2om
0.091
0.350
0350
no
ne
no
2.52
9.69
9.69
2.85
21.97
21.97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
W
Vh12C-Osw
Blk wall, stucco ext 0,201
0.091
no
se
5.57
2.52
5.29
2.85
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2orn
2A-2om
2A-2om
0.350
0350
0350
se
se
se
9.69
9.69
9.69
21.42
22.54
22.54
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T-D
Blk wall, stucco ext
LIDO
0.201
0.390
so
se
5.57
10.80
5.2,q
12.03
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-Osw
2A-2on)
Blk wall, stucco ext
0.091
0.350
0.201
sw
sw
sw
2.52
R69
5.57
2.85
21.42
5,29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0T_(, 2A-2om 0.350
0,091
sw
nw
9.69
2,52
22.54
2,85
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a
0t12C-Osw
2A-2om
Blk wall, stucco ext
2A-2orn
0.350
0,201
0.390
nw
nw
nw
9.69
5.57
9.69
21,9/
5,29
21,97
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
FI-D
2A-2omd
12C-Osw
0,620
M91
nw 17.17
2.52
30.63
1.45)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I 1DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
G 1613-30ad 0.032 0.89 1.74 25 25 22 43 22 22 20 38
F 20P-11t 0.078 2.16 1,12 0 0 0 0 0 0 0 0
F 22A-1pI 0M9 27.40 0.00 0 0 0 0 0 0 0 0
6 c) A ED excursion 3 3
Envelope loss/gain 22 40 20 35
12 a) Infiltration 0 0 0 0
to) Hoom ventilation 1 0 0 0 0
13 Internal gains: Occupants (ol 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 22 40 20 35
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 22 40 20 35
15 Duct loads 26% 37% 6 is 26% 37% 5 13
Tbtal room load 28 55 25 48
Air required (CfM) 2 2 1 2
Calculations aeerovod bV AGGA to meet all requirements of Manual J 8th Ed.
2018 00-10 14:42:59
Right -Suit(AO Universal 2018 18.0.21 JISU23828 Page 8
argoLGRSE\Lot108Kens ing ton 11 os ery eLargol-GA SE, rup GaIc, - MJ8 House faces: SE
d I
rF wrightsoft' Right -JCS Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 GODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Won: WWW.DFI,-A1R.GOM
Job: Lot 1 08Kensington ReserveL
Date: 7/25/2015
By: FJF
1 Room name loft
2 Exposed wall 25.0 it
3 Room height 8.0 It heat/cool
4 Room dimensions 1.0 x 289.0 If
5 loom area 289.0 Q2
Ty Construction U-value Or HTM Area (It2) Load Area Load
number Btuh1ft2-fl Bt Vnx) or perimeter (ft) Bt h) or perimeter
Heat cool Gross N/P/S Heat cool Gross N/P/S feat cool
6 V[
I:t
12C-Osw 0.091 ne 2.52 2.85 0 0 0 0
2A-2om 0,350 no 9,69 21.97 0 0 0 0
2A-2om 0.350 ne 9.69 21.97 0 0 0 0
W Blk wall, stucco ext 0,201 ne 5.57 5.29 0 0 0 0
11 Vh12C-0sw 0.091 so 2.52 2M5 32 32 81 91
2A-2orn 0.350 so 9,69 21,42 0 0 0 0
2A-2orn 0.350 se 9.69 22.54 0 0 0 0
2A-2om 0.350 se 9.69 22.54 0 0 0 0
Vtt Blk wall, stucco ext 0.201 se 5.57 5,29 0 0 0 0
L__D 11DO 0.390 se 10.80 12,03 0 0 0 0
t_
o,
12C-Osw 0.091 sw 2.52 2.85 168 153 386 436
2A-2orn 0,350 sw 9.69 21.42 15 1 145 321
Blk wall, stucco ext 0.201 sw 5.57 5.29 0 0 0 0
2A-2om 0.350 sw 9,69 22.54 0 0 0 0
12C-0sw 0,091 nw 2.52 2,85 0 0 0 0
t_C 2A-2om 0.350 nw 9.69 21,97 0 0 0
Blk wall, stucco ext 0.201 nw 5.57 5.29 0 0 0 0
2A-2om 0.350 nw 9,69 21,97 0 0 0 0
2A-2ornd 0.620 nw 17.17 3R63 0 0 0 0
11, 12C-Osw 0,091 2.52 1.4,5 0 0 0 0
L-D 11DO 0.390 n 10.80 12.03 0 0 0 0
G 16B-30ad 0.032 0.89 1,74 289 289 256 503
F 20P-11t 0.078 2.16 1.12 48 48 104 54
F 22A-tr)l 0.989 27.40 0.00 0 0 0 0
6 c) ALD excursion 51
Envelope loss/gain 972 1455
12 a) Infiltration 246 83
b) Room ventilation 0 0
13 Internal gains: Occupants P 230 0 0
Appliances/other 0 1
Subtotal (lines 6 to 13) 1217 15381
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 1217 1538
15 Duct loads 260/, 371/, 313 563
Total room load 1531 210
Air required (cfm) 84 89, Calculations
approved by AGGA to meet all reqUirements of Manual J 8th Ed. 2018-
00-10 14:42:59 Right -
Suite? Universal 2018 18.0.27 RSU23828 Page 9 at'
goLGIISF\Lot108Kensingtotil-l(,,servel-argoL,(.,13SE.rup GaIc. - MJ8 I louse faces: SE
Job: Lot 1 08Kensing ton Reser..
wrightsofte Duct System Summary Date: 7/2512015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISGO WAY, SANFORD, FL 321/1 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL.-AIR.COM
ro ect 0 0'rmati n
For: RYAN HOMES
3888 CRAWLEY DOWN LOOP, SANFORD, FL 32773
External static pressure
Pressurelosses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0,30 in H2O
0.06 in H2O
0.24 in H20
0.120 / 0.120 in H2O
0,202 in/100ft
1160 cfm
Cooling
0,30 in H2O
0.06 in H2O
0.24 in H2O
0,120 / 0.120 in H2O
0.202 in/ I 00ft
1160 cfm
119 ft
Supply Branch Detail Table
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg. Eqv
Ln (ft) Trunk
bth I h 439 24 17 0.237 4.0 Ox 0 VlFx 16A 085.0 stl
great rm h 3222 178 161 0.208 8.0 Ox 0 VlFx 23.2 92.0 st2
great rm-A h 3222 178 161 0.218 8.0 OX0 VlFx 18.0 92,0 st2
kitchen h 3297 182 126 0.218 8,0 Ox 0 VlFx 18.0 92.0 st2
laundry c 1045 16 44 0.235 4.0 Ox 0 VlFx 16.9 85.0 SO
loft c 2101 84 89 0,295 6.0 Ox 0 VlFx 11.3 70.0
mstr bth h 1062 59 55 0.295 5.0 Ox 0 VlFx 11.3 70,O
mstr nn c 4813 109 203 0.304 8.0 Ox 0 VlFx 9.1 70.0
mstr we c 48 1 2 0.304 4.0 OX0 VlFx 8.9 70.0
mstr wic h 325 18 14 0.294 4.0 Ox 0 VlFx 11.6 70.0
mstr wic int c 55 2 2 0,326 4.O OX0 VlFx 3.5 70.0
mud mi h 891 49 24 0,212 4.0 Ox 0 VlFx 21.3 92.0 st2
pd( h 725 40 17 0.202 4.0 OX0 VlFx 27.1 92.0 st2
rm 2 c 1261 44 53 0.232 6.0 Ox 0 VlFx 18.4 85.0 stl
rm 3 c 2406 99 102 0.227 6.0 OX0 VlFx 20.8 85.0 stl
rm 3 wic c '1068 40 45 0.209 4.0 Ox 0 VlFx 29.8 85.0 stl
rm 4 1090
1
38 46 0.300 6.0 OX0 VlFx 10.1 70.0
Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfryl) F R f pm) in) in) Material Trunk
st2 Peak AVF 626 488 0.202 586 14.0 0 x 0 Vinil"Ix
stl Peak AVF 223 261 0.209 590 9,0 0 x 0 VinlFlx
vvrightsoft" StatoO Universal 2018 18.0.27 RSU23828
2018-00-10 14 43:00
gym,,.,.,,,,, -"-".__'
Right- Page 1
argot _G H SETO 108KeiisitigtonReservel-argo[,GnSE.rup Gale = MJ8 House faces: Sl---,
Grille Htg Clg TEL Design Veloc Diam Fj x W Stud/Joist Duct
Name Size (in) (cfm) (cf m) (ft) FR (f pm) (in) (in) Opening (in) Mat[ Trunk
rb,l OX0 1160 1160 0 0 0 0 Ox 0 VlFx
2018-Oct-10 14:43:00
wrightsoft, Right-SuitoO Universal 2018 18,0,27 RSU23828 Page 2
argoLGRS1,AI,,ot 108Kensirigtor Fleservet,argol-Gl SF-.t,,ip Calc — M,18 (-louse faces: SE
FORM R405-2017
RESIDENTIAL ENERGY CONSER VA TION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
0 This checklist
El A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, e-ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
El Energy Performance Level (EPL) Display Card (one page)
El HVAC system sizing and selection based on ACCA Manual or per exceptions provided in Section R403.7
0 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)
0 A completed Envelope Leakage Test Report (usually one page)
El If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
10/10/2018 2:57:14 PM Page -
USRGSB v6.0
Page 1 of 1
Manual S Compliance Report Job: Lot 1 08Kensington Reser..
wrightsofto Date: 7/25/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 GODISGO WAY, SANFORD, FL 32/71 Phow 407-333-2665 Fax: 40/-333-3853 Web: WWW.DEL-A1R,C0M
AlmAtion For:
RYAN HOMES 3888
CRAWLEY DOWN LOOP, SANFORD, FL 32773 Coblirig',
4quiprii6rit Design
Conditions Outdoor
design DB: 92.5'F Sensible gain: 27495 Btuh Entering coil DB: 76.6°F Outdoor
design WB: 76.2°F Latent gain: 3529 Btuh Entering coil WB: 63.3°F Indoor
design DR: 75.0'F Total gain: 31024 Btuh Indoor
R H: 50% Estimated airflow: 1160 cfm Manufacturer'
s Performance Data at Actual Design Conditions Equipment
type: Split ASH P Manufacturer:
Goodman Mfg. Actual
airflow: 1160 cfm Sensible
capacity: 27451 Btuh Latent
capacity: 3850 Btuh Total
capacity: 31300 Btuh Model:
GSZ140361K+ASPT47D14A 100%
of load 109%
of load 101%
of load SHR: 88% Heating
Equipment Design
Conditions Outdoor
design DB: 42XF Heat loss: 21041 Btuh Indoor
design DB: 70.0'F Manufacturer'
s Performance Data at Actual Design Conditions Equipment
type: Split ASH P Manufacturer:
Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual
airflow: 1160 cfm Output
capacity: 32112 Btuh 153% of load Supplemental
heat required: 0 Btuh Backup
equipment type: Elec strip Manufacturer:
Model: Actual
airflow: 1160 cfm Output
capacity: 0 kW 0% of load Temp. rise: o F Meets
all requirements of ACCA Manual S. Entering
coil DB: 69.6°F Capacity
balance: 32 'F Economic
balance: -99 IF wrightsoft,
2018-
Oct-10 14:42:59 1—
1 Right-SulteO Universal 2018 18.0.27 RSU23828 Page 1 argoL-
GRSE1Lot168Kerisingiorilleervel,argol-GRSE.rup Galc-MJ8 Rouse faces: `j`
Component Constructions
Job: LotlO8KensingtonReser...
wrightsofte Date: 7/25/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
115, -1GODISGOWAY, SANFORD, F - 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DFI--AIII.COM
For: RYAN HOMES
3888 CRAWLEY DOWN LOOP, SANFORD, FL 32773
1 10 S
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature ('F) 70 75
Elevation: 105 ft Design TD (IF) 28 18
Latitude: 281N Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45,8
Dry bulb (IF) 42 93 Infiltration:
Daily range (F) - 16 M) Method Simplified
Wet bulb (IF) - 76 Construction quality Semi -tight
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insull R Htg HTM Loss Clg HTM Gain
ft, Btuh/ft-F fil-'FiRtuh Btuhiftl Btuh 91uh/ft, BTUh
Walls
I 2C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 337 0.091 13.0 2.52 849 2,85 959
fnsh, 2"M" wood frm, 16" o.c. stud se 180 0.091 13,0 2.52 454 2.85 512
sw 319 0.091 13.0 2.52 804 2.85 908
nw 210 0.091 13.0 2.52 529 2,85 598
all 1046 0.091 13.0 2.52 2637 2.85 2978
Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh ne 251 0.201 4.1 5.57 1398 5.29 1330
se 55 0.201 4.1 5.57 307 5.29 291
sw 321 0.201 4.1 5.57 1786 5.29 1698
nw 198 0.201 4.1 5.57 1104 5.29 1050
all 825 0.201 4.1 5.57 4594 5.29 4369
Partitions
12C-Osw: Frrn wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2N4
wood frm, 16" o.c. stud
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, rntl no brk frm mat, cir innr, no
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I
It overhang (4 it window ht, 1,17 it sep.); 6,67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, ne
1/4" gap, 1/8" thk; NFRC rated (SHGC=0,29); 50% drapes, mediurn; I so
It overhang (5 ft window lit, 1.17 ft sep.); 6.67 It head ht sw
nw
all
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, so
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium, 1
ft overhang (5 ft window ht, 3 ft sop.); 6.67 ft head ht
331 0.091 13,0 2.52 834 1.45 480
12 0.350 0 9.69 116 22.0 264
15 0.350 0 9.69 145 22.0 330
15 0,350 0 9.69 145 21.4 321
45 0,350 0 9.69 436 21.4 964
30 0.350 0 9.69 291 22.0 659
105 0.350 0 9.69 1018 21.7 2274
30 0.350 0 9.69 291 22.5 676
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, so 15 0.350 0 9.69 145 22,5 338
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1
ft overhang (5 ft window lit, 5.5 ft sep.); 6.67 ft head ht
wrilghtsoft- it-Sutt(40 Universal 2018 18.0.21 RSU23828
2018-00-10 14:42:59
1-11-11- --' Rigl Page 1
argot-CRSI--\I-otlO8KeiisitigtotiRoservel-argol-CRSE.rup Cate - MJ8 House faces: SE
2A-.2om: 2 glazing, cIr low-e outr, air gas, mtl no brk frm mat, cIr innr, sw 33 0.350 0 9.69 317 22.5 737
1/4" gap, 1/8" thk; NFRC rated (SFIGC=0.29); 50% drapes, medium; 1
If overhang (5.3 ft window ht, 10.83 ft sop,); 6.67 ft head ht r1w 33 0.350 0 9.69 317 22.0 718
all 65 0,350 0 9.69 634 22.3 1455
2A-2omd: 2 glazing, cIr low-c outr, air gas, mtl no brk frm mat, cIr innr, nw 48 0,620 0 17.2 824 30.6 1470
1/4" gap, 1/8" thk; NFRG rated (SVIGG=0.29); 11 R overhang (8 ft
window ht, M ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type so 24 0.390 0 10.8 259 12.0 289
n 18 0390 0 10.8 193 12,0 215
all 42 0390 0 10.8 452 12.0 504
Ceilings
16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 coil ins, 1/2" 1301 0.032 30,0 0.89 1153 1.74 2263
gypsum board i nt fns h
Floors
20P- I 1t: FIr floor, frm fIr, 12" thkns, r-11 cav iris, gar ovr 397 0.078 11.0 2.16 857 1.12 444
22A-tpl: Bg floor, light dry soil, on grade depth 104 0.989 0 27.4 2835 0 0
wrightsoft,
2016-Oct-10 14:42:59
TIM—
reamRight-Suite4l) Universal 2018 18.0,27 I-ISU23828 Page 2
at(, = MJ8 House faces: SF,
Project Summary Job: Lot,108KensingtonReser..
wrightsoW Date: 7/25/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
631 CODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL.-A1r1,G0M
For: RYAN HOMES
3888 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Notes: L.S. 10-10-18 SRP
Weather
Winter Design Conditions
Outside db 42 OF
Inside db 70 OF
Design TD 28 'F
Heating Summary
Structure 19058 Btuh
Ducts 1983 Btuh
Central vent (0 cfm) 0 Btuh
Qone)
Humidification 0 Btuh
PIPIN 0 Btuh
Equipment load 21041 Btuh
Infiltration
Orlando/Jetport, FL, US
Summer Design Conditions
Outside db 93 F
Inside db 75 F
Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 23229 Btuh
Ducts 4267 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multi ter 1.00
Equipment sensible load 27495 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Semi -tight
Fireplaces 0 Structure 2459 Btuh
Ducts 1069 Btuh
Central vent (0 cfm) 0 Btuh
Heating Cooling none)
BtuhArea (ft2) 2177 2169 Equipment latent load 3529
Volume (ft-1) 18822 18822
Air changes/hour 0.28 0.15 Equipment Total Load (Sen+Lat) 31024 Btuh
Equiv. AVF (cfm) 88 47 Req. total capacity at 0.75 SHR 3.1 ton
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI
Model GSZ1 40361 K
AHRI ref :8242629
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 32 'F
Backup:
8,5 HSPF
32600 Btuh P 47°F
26 OF
1160 cfm
0.055 cfm/Btuh
0.30 in H2O
Input = 0 kW, Output = 0 Btuh, 100 AFUE
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI...
Cond GSZ1 40361 K
Coil ASPT47D14A
AHRI ref :8242629
Efficiency 12.5 EER, 15 SEER
Sensible cooling 26100 Btuh
Latent cooling 8700 Btuh
Total cooling 34800 Btuh
Actual air flow 1160 cfm
Air flow factor 0.042 cfm/Btuh
Static prossure 0.30 in H2O
Load sensible heat ratio 0.89
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2016-Oct-10 14:42-59
Right-SuiteO Universal 2018 18,0,21 RS023828 Page I
ACCA ... aigol,GCISF--\I-otlO8K(,.nsirigton[loserveLargol,-GIISI-,i*tip Ca1c, - MJ8 House faces: SE
A-L.
9- wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 CODISCO WAY, SANFORD, Ft- 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,(.)F(.-AIR.GOM
Job: Lot I 08Kensing ton ReserveL
Date: 7/25/2015
By: FJF
I Room naive Entire t louse great rm
2 Exposed wall 254.5 ft 62.0 It
3 Room height 8.5 It 9.3 It heat/cool
4 Room dimensions MO x 16,0 ft
5 Room area 2205.8 IV 480.0 W
Fy Construction
number
U-value
Bu.jh/ft1-,'F)
Or Fl I-M
BtuIVft')
Area (ft2)
or perimeter (ft)
Load
Bt 11)
Area (ft2)
or perimeter (ft)
Load
Bt h)
Heat cool Gross N/P/3 Heat cool Cross N/P(S Heat I Go-,
6 VLC12G-Osw
2A-2om
2A-2om
0.091
0.350
0.350
ne
no
ne
2,52
9.69
9.69
2.85
21,97
21,97
364
12
15
337
0
0
849
116
145
959
264
330
0
0
0
0
0
0
0
0
0
0
0
0
1 1
W
Vh
Blk wall, stucco ext
12G-Osw
0.2.01
0.091
ne
se
5.57
2.52
5.29
2.85
251
240
251
180
1398
454
1330
512
149
0
149
0
828
0
788
0
2A-2om
2A-2orn
2A-2orn
0.350
0,350
0.350
se
se
se
9.69
9.69
9.69
21,42
22,54
2254
15
30
is
1
0
0
145
291
145
321
676
338
0
0
0
0
0
0
0
0
0
0
0
0
T___t)
Blk wall, stucco ext
111)0
0,201
0.390
se
so
5.57
10.80
5.29
12,03 24
55
24
307
259
291
289
0
0
0
0
0
0
0
12c, Qsw
2A-2orTi
Blk wall, stucco ext
0.091
0.350
0.201
sw
sw
sw
2.52
9.69
5,57
2,85
21,42
5.29
364
45
353
319
4
321
804
436
1786
908
964
1698
0
0
149
0
0
116
0
0
647
0
0
615t__G 2A-2om
12C-Osw
0.350
0.091
sw
nw
9.69
2.52
22,54
2,85
33
240
0
210
317
529
737
598
33
0
0
0
317
0
737
0t--G 2A-2om
Blk wall, stucco ext
2A-2om
0.350
0,201
0.350
nw
nw
nw
9.69
5.57
Mg
21.97
5.29
21.97
30
279
33
0
198
0
291
1104
317
659
1050
718
0
279
33
0
198
0
0
1104
317
0
1050
718
l".
2A-2omd
12G-0sw
0.620
0.091
nw 1717
2,52
30.63
1.45
48
349
0
331
824
834
1470
480
48
0
0
0
824
0
1470
0
L---D 11DO 0.390 n 10.80 12.03 18 18 193 215 0 0 0 0
G 16B-30ad 0.032 0.89 1,74 1301 1301 1153 2263 0 0 0 0
F 20P-11t 0.078 2.16 1.12 397 397 857 444 0 0 0 0
F 22A-tpI 0M9 27.40 0,00 905 104 2835 0 480 62 1699 0
6 c) AED excursion 661 474
Fnvelopo loss/gain 16392 18176 5736 9852
12 a) Infiltration 2666 902 708 240
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants 230 5 1150 4 920
Appliances/othor 3000, 600
Subtotal (lines 6 to 13) 19058 232291 6444 7612
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 19058 23229 6444 7612
15 Duct loads 1 10%1 18%1 1983 4267 01/1 0% 0 0
Total room load 2104104 27495 6444 7612
Air required (cfm) 160 1160 L= 355 321
Calculations aegroved by AGGA to meet all reguirements of Manual J 8th fed.
Right-,SufteO Universal 2018 18.0.21 HSU23828
2018-Oct-10 14:42:59
Page, I
argol-GHSBI-ot 1081<eiisingtonReservel-argoLGRSE.rup Galc = MJ8 House faces: SE
jj9- wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 GODISGO WAY, SANFORD, Fl- 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.IIE[..AIR,(,OM
Job: Lot 1 08lKensing ton ReserveL
Date: 7/25/2015
By: FJF
I Room name FAr Mid rm
2 Exposed wall 8.0 It 6.0 it
3 Room height 9.3 It heat/cool 9-3 It heat/cool
4 Room dimensions 4.5 x 8.0 ft 6.0 x 6.0 ft
5 Room area 36.0 It' 36.0 ft2
Ty Construction U -value Or I Lt M
number ([3tuf-VW-'F) (Btuh 111)
Area (ft2) Load
or perimeter (ft) (BtUh)
Area (ft') Load
or Perimeter (ft) (Btub)
Gross N/PiS Heat cool Gross N/P/S Heat GoalHeatCool
6 12C-Osw 0.091 ne 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0.350 no 9.69 21.97 0 0 0 0 0 0 0 0
2A-2om O.350 ne 9,69 21,97 0 a 0 0 0 0 0 0
W Blk wall, Stucco ext 0,201 ne 5.57 5.29 0 0 0 0 56 56 311 295
11 Vh12C-Osw 0.091 so 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0,350 se 9.69 21.42 0 0 0 0 0 0 0 0
2A-2om 0.350 so 9,69 22.54 0 0 0 0 0 0 0 0
2A-2om 0,350 se 9,69 22.54 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 se 5.51 5.29 0 0 0 0 0 0 0 0T-D 1ID0 0.390 se 10,80 12,03 0 0 0 0 0 0 0 0
12C-Osw 0.091 sw 2,52 2.85 0 0 0 0 0 0 0 0
2A-2om 0,350 sw 9.69 21.42 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 sw 5,57 5,29 74 4 414 394 0 0 0 0t__" 2A-2orn 0,350 sw R 69 22.54 0 0 0 0 0 0 0 0
12G-Osw 0.091 nw 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om
Blk wall, stucco ext
0.350
0,201
nw
nw
R69
5,57
21,97
5.29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2om 0.350 nw 9,69 21.97 0 0 0 0 0 0 0 0
2A-2omd 0.620 nw 17.17 30.63 0 0 0 0 0 0 0 0
p 12C-Osw 0.091 2,52 1.45 0 0 0 0 79 61 154 89
L___D 11D0 0.390 n 10.80 12.03 0 0 0 0 18 18 193 215
C 16B -30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0
F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A-tnl 0.989 27.40 0,00 36 8 219 0 36 6 164 0
6 c) A E D excursion 31 45
Envelope loss gain 633 363 822 554
12 a) Infiltration 91 31 69 23
b) Room ventilation 0 0 1 0 0
1:3 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 7251 394 891 57/
Less external load 0 0 0 0
Loss transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 725 394 891 5/7
1 5 Duct loads 0% 0% 0 0 3./. 0%1 Of of
0 onTotalroom lead 7255L 194
i
89199 5J/7LAi, required cf.) 40I Y1) / 1 I JL4 244
GaICUlations approved bv ACCA to meet all requiremonts of Manual j 8th Ed.
2018-Oct-10 14:42:59
Pight-SuiteO Univoisal 2018 18.0.27 RSU23828 Page 2
AC ... argoLGRSf_N1_ot I 08KensitigtorlReservel-argol,CI-ISI",,rup Calc = M,18 House faces SE
A.L. 9w wrightsoft, Right-J®RWorksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
591 G001SCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AlITCOM
Job: Lot I 08Kensingto n ReservelL
Date: 7/25/2015
By: FJIF
I Room name kitchen mstr rm
2 Exposed wall 27.5 it 30.5 it
3 Room height 9.3 it heat/cool 8.0 It heat/cool
4 Room dimensions Lo x 352.5 it 1.0 x 251.5 It
5 Room area 352.5 ft2 251,5 ft2
Ty Construction LI-Value Or I I I'M Area (ft2) Load Area (ft2) Load
number 3tuh/ft2-'F) Btufffll) or perimeter (it) Bt jh) or perimeter (it) Btuh)
Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat cool
6 12G-Osw 0.091 no 2.52 2.85 0 0 0 0 0 0 0 0
11 2A-2om O.350 no 9.69 21.97 0 0 0 0 0 0 0 0
2A-2om 0.350 no 9.69 21,97 0 0 0 0 0 0 0 0
W Blk wall, stucco ext 0,201 no 5,57 5.29 47 V 259 246 0 0 0 0
1 12G-Osw 0,091 so 2.52 2.85 0 0 0 0 0 0 0 0
2A-tam 0.350 so 9,69 21.42 0 0 0 0 0 0 0 0
2A-2orn 0,350 se 9.69 22.54 0 0 0 0 0 0 0 0G
G 2A-2orn 0.350 se 9,69 22.54 0 0 0 0 0 0 0 0
131k wall, StUCCO 0XJ R201 se 5,57 5.29 79 55 307 291 0 0 0 0
T___I) 11DO 0.390 se 10,80 12.03 24 24 259 P89 0 0 0 0
12C-Osw 0.091 sw 2,52 2.85 0 0 0 0 136 106 267 302
t-41 2A-2orn 0.350 sw 9.69 21.42 0 0 0 0 30 3 291 643
Blk wall, stucco ext 0.201 sw 5.5/ 5.29 130 130 725 689 0 0 0 0
T_G 2A-2orn 0350 sw 9,69 2254 0 0 0 0 0 0 0 0
120 Osw 0,091 nw 2.52 2.85 0 0 0 0 108 78 197 222
T--G 2A-2om 0,350 nw 9.69 21.97 0 0 0 0 30 0 291 659
Bilk wall, stucco ext 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9,69 21.97 0 0 0 a 0 0 0 0
2A-2omd 0.620 nw 17,17 30.63 0 0 0 0 0 0 0 0
P 12C-Osw 0.091 2.52 1,45 270 270 680 391 0 0 0 0
11 DO 0.390 n 10,80 12.03 0 0 0 0 0 0 0 0
C 16B -30ad 0,032 0.89 1.74 0 0 0 0 252 252 223 437
F 2OP-11t 0.078 2,16 1.12 0 0 0 0 0 0 0 0
F 22A-1I)I 0.989 27.40 OM 353 28 753 0 0 0 0 0
6 c) AFD excursion 233 330
Envelope loss/gain 2983 1674 1268 2593
12 a) Infiltration 314 106 300 101
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants (b 230 0 0 1 230
Appliances/other 1200 600
Subtotal (lines 6 to 13) 3297 2981 1568 3524
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 3297 2981 1568 3524
15 Duct loads 01% 0% 0 0 26% 371/. 404 1289
total room load 3297 2981 1972 4113
Air required (cfrn) 182,
Calculations approved bv AGGA to rneet all roquirements of Manual J 8th Ed.
2018-Oct-10 14:42,59
Right-SuiteO Universal 2018 18.0 27 HSU23828 Page 3
A C ... argot-C,11SE\I-otlOBKensingtont-leserveLargo[-GFISr.rup Calc = MJ8 House faces: SF
d 1.
rF wrightsoft' Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 GODISGO WAY, SANFORD, FI_ 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,t)E1_-AIR,G0M
Job: Lot I 08Kensington ReservelL
Date: 7/25/2015
By: FJF
1 loom name nu 3 wic rm 2
2 Fxpc,,,;ed wall 12.0 It 7.0 If
3 Room height 8.0 It heat/cool 0 It heat/cool
4 Room dimensions 7.0 x 5,0 ft 1.0 x 149M It
5 Room area 35.0 W 149.8 ft2
Ty Construction U-Value Or FITM Area (ft7) Load Area (f t2) Lead
number (BtutVQ2z11`) (BtL Vf t2) or perimeter (ft) (Btuh) or Perimeter (ft) (13 t h)
Gross N/P/S Float cool Gross N/P/S Neat coolHeatcool
6 12C-Osw 0.091 ne 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0,350 no 9.69 21,97 0 0 0 0 0 0 0 0
2A-2om 0.350 ne a69 21.97 0 0 0 0 0 0 0 0
W Blk wall, stucco ext 0,201 no 5.57 5.29 0 0 0 0 0 0 0 0
11
h120-
05w, 0,091 se 2.522.85 56 41 103 117 36 21 53 60
2A-2orn 0.350 se 9.69 21,42 0 0 0 0 15 1 14 5 321
2A-2om 0.350 so 9.69 22.54 15 0 145 338 0 0 0 0
2A-2om 0.350 Se 9.69 22.54 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0
t-D 11DO 0.300 so 10.80 12.03 0 0 0 0 0 0 0 0
12G-Osw 0.091 sw 2.52 2.85 40 40 101 114 20 20 50 57
2A-2om 0.350 sw 9,69 21.42 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 sw 5,57 5.29 0 0 0 0 0 0 0 0
2A-2orn 0.350 sw 9,69 22.54 0 0 0 0 0 0 0 0
12G-Osw 0.091 nw 2.52 2.85 0 0 0 0 0 0 0 0
2A-2orn 0.350 nw 9,69 21.97 0 a 0 0 0 0 0 0
Blk wall, stucco ext O.201 nw a57 5.29 0 0 0 0 0 0 0 0
2A-2orn 0.350 nw 9,69 2.1.97 0 0 0 0 0 0 0 0
2A-2ornd 0,620 nw 17.17 30,63 0 0 0 0 0 0 0 0
12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0
1_43 1160 0.390 n 10,80 12.03 0 0 0 0 0 0 0 0
G 16B -30ad 0.0,32 0.89 134 35 35 31 61 150 150 133 260
17 2OP-11t 0.078 2.16 1.12 35 35 76 39 84 84 180 9113
F 22A-tol 0.989 27.40 OM 0 0 0 0 0 0 0 0
6 c) AED excursion 74 108
Envelope loss/gain 456 742 562 9(3)
12 a) Infiltration 118 40 69 23
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 574 782 631 924
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 574 782 631 924
15 Duct loads 26%,. 3 1% 148 286 26% 37% 162 3.38
Totalroom load 722 1068 793 1261 1
Air required (chn) 40 45 44 53 Calculations
allLroved by ACCA to meet all requirements of Manual J 8th Ed. Hight-
Suite(l) Universal 2018 18.0.27 RSU23828 2018-
Oct-OctM42:59 Page 4
1goLGRSF\1_
o1 108Kei)sitigtonRese.rvel-ai,(Iot GFISE-tup Galc " MJ8 House faces: SF
wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISGO WAY, SANFORD, Fl.. 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.0F.r.-AIR.G0M
Job: Lot I 08Kensin g ton ReserveL
Date: 7/25/2015
By: FJF
I Room name ml 3 lath 1
2 Exposed wall 25.0 It 5.5 it
3 Room height 8.0 it heat/cool 8.0 It heat/cool
4 Room dimensions 14.5 x 10,5 ft 11.0 x 5.5 it
5 Room area 152.3 112 60.5 ft'
Ty Construction U-valueIII M Area (ft-) Load Area (ft') Load
number Bttjh/f Btu it') or perimeter (it) 13 1 h) I or perimeter (It) Btuh)
Heat Cool Gross N/P/S 1-feat I Cool Gross N/P/S Heat cool
6 12G-Osw 0,091 no 2.52 2.85 84 84 212 239 44 44 ill 125
2A-2om 0.350 no 9.69 21.97 0 0 0 0 0 0 0 0
2A-torn 0.350 ne 9,69 21.97 0 0 0 0 0 0 0 0
W Blk wall, stucco ext 0,201 no 557 5.29 0 0 0 0 0 0 0 0 11
12C-Osw CIM1 se 2,52 2,85 116 86 217 245 0 0 0 0 2A-
2om 0.350 se 9,69 21.42 0 0 0 0 0 0 0 0 2A-
2om 0,350 so 9.69 22,54 15 0 145 338 0 0 0 0 2A-
2om 0.350 so 9,69 22.54 15 0 145 338 0 0 0 0 Blk
wall, stucco ext 0.201 so 5.57 5,29 0 0 0 0 0 0 0 0 t__
D 11DO 0.390 se 10.80 12.03 0 0 0 0 0 0 0 0 12G-
Osw 0.091 sw 2.52 2.85 0 0 0 0 0 0 0 1_6 2A-2orn 0.350 sw 9.69 21.42 0 0 0 0 0 0 0 0 Blk
wall, stucco ext 0.201 sw 5.57 5.29 0 0 0 0 0 0 0 0 2A-
2om 0.350 sw 9.69 22.54 0 0 0 0 0 0 0 a 12G-
Osw 0,091 nw, 2.52 2,85 0 0 0 0 0 0 0 0 T__.
G 2A-2om R350 nw 9,69 21.97 0 0 0 0 0 0 0 0 Blk
wall, stucco ext 0.201 nw 5.57 5,29 0 0 0 0 0 0 0 0 2A-
2oni 0.350 nw, 9.69 21.97 0 0 0 0 0 0 0 0 2A-
2omd 0,620 nw 17.17 30.63 0 0 0 0 0 0 0 0 F,
12C-Osw 0,091 2.52 1.45 0 0 0 0 0 0 0 0 11DO
0.390 n 10.80 12,03 0 0 0 0 0 0 0 0 0
160-30ad OM2 OM 1.74 152 152 135 265 61 61 54 105 F
20P-11t 0.078 2,16 1.12 152 152 329 170 61 61 131 68 F
22A-tpl 0M9 2T40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 83 23 Envelope
loss/gain 1I83 1678 295 275 12
a) Infiltration 246 83 54 18 la)
Room ventilation 0 0 1 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 1429 1762 349 294 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1429 1762 349 294 15
Duct loads 26% 3/% 368 644 26% 37% 90 107 Total
room load 1797 2406 4,39 401 Air
required (cfm) 99 102 GaICUlations
apDroved by ACGA to meet all requiremonts of Manual J 8th Ed. Right-
SuiteW 2 238 8 <0 Universal201818.0.21 WS 2018-00-
10 14 42 59 Page 5
argal-G
R SEALot 108 Kensington Iles erve Largo( GRSFrup Gale = MJ8 House faces: Sl_-'
77 wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 GODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.0FL-AlR,G0M
Job: Lot I 08Ken sington ReserveL
Date: 7/2512015
By: FJF
I Room name laundry rm 4
2 Exposed wall 5.5 it 11'0 If
3 Room height 8.0 it heat cool 8.0 it heat cool
4 Room dimensions 6.5 x 5.5 11 1.0 x 132.3 it
5 Room area 35.8 fix 132.3 ft2
Ty Construction U-value Or HIM Area (ft2) Load Area (ft2) Load
number Btuh/ft1-'F) Btuh/ft') or pe.rinieter (it) Btuh) or perimeter (it) Btuh)
pleat cool Gross N/P/S Heat cool Gross N/P(S Heat cool
6 Lt12C-Osw 0.091 no 2.52 2.85 44 44 ill 125 88 73 184 208
2A-2om 0,350 no 9,69 21,97 0 0 0 0 0 0 0 0
2A-2om 0.350 no 9.69 21.97 0 0 0 0 15 0 145 330
W Blk wall, stucco ext 0.201 no 5.57 5.29 0 0 0 0 0 0 0 0
1 Vh12C-Osw 01091 se 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9,69 21.42 0 0 0 0 0 0 0 0
2A-2om 0,350 se 9,69 22.54 0 0 0 0 0 0 0 0
2A-2om 0,350 so 9,69 22.54 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 se 5.57 5.29 0 0 0 0 0 0 0 0
t-I) 11DO 0.390 so 10.80 12.03 0 0 0 0 0 0 0 0
12C-Osw 0,091 sw 2.52 2.85 0 0 0 0 0 0 0 0
G 2A-torn 0.350 sw 9,69 21.42 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0,201 sw 5.57 5.29 0 0 0 0 0 0 0 0
1--G 2A-2om 0.350 sw 9,69 22,54 0 0 0 0 0 0 0 0
12C-Osw 0,091 nw 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0,350 nw 9.69 21,97 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0.201 nw 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9,69 21.97 0 0 0 0 0 0 0
2A-2omd 0.620 nw 17.17 30.63 0 0 0 0 0 0 0 0
P 12C-Osw 0.091 252 1.45 0 0 0 0 0 0 0 0
L-D IIDO 0,390 n 10.80 12,03 0 0 0 0 0 0 0 0
G 16B-30ad 0.032 0.89 1.74 36 36 32 62 132 132 117 230
F 20P-llt O.078 2.16 1.12 18 18 38 20 0 0 0 0
F 2.2A-tO 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 6
Fnvolope, loss/gain 180 147 447 761
12 a) Infiltration 54 18 108 37
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances other 600 0
Subtotal (lines 6 to 13) 234 765 555 798
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 234 765 555 798
15 Duct loads 261% 37% 60 280 261/, 3/% 143 292
Total room load 295 1045 698 1090
Air required (cfm) 16 44 38 46
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-0(J-10 14:42:59
48U23828 Page 6flight-SLJItoO Universal 2018 18.0.27 1
argot _GRSF_\Lot I O8KetisitigtotiRes(,,rvel-argoLGRSE.fc;p Gaic - MJ8 House faces: SE
at
rF, wrightsoft* Right-JO Worksheet
Entire House
DEL -AIR HEATING &AIR
CONDITIONING
531 GOD1SCO WAY, SANFORD, FL. 32771 Phone: 407-333-2665 F-,,, 407-333-3853 Web: WWW.E)EL--AIR.COM
Job: Lot 1 08Kensing ton ReserveL
Date: 7/25/2015
By: FJF
1 11 m name rusir bih mstr wic
2
3
Exposed wall
Room height
22,0 it
8.0 it heat/cool
7,5 it
8.0 it heat/cool
4
5
Room dimensions
Room area
1.0 X 111.0 it
111.0 Ila
7.5 x SM ft
37.5 (t2
Ty Construction
number
I. -value
B1rjh/ft1-'F)
Or ITI M
Bt IV)
Area (ft2)
or perimeter (ft)
Load
13t 11)
Area (ft?)
or perimeter (ft)
Load
Rion)
Pleat Cool Gross NIP/S Heat Coal Gross N/P/S Float cool
6
11
12C-Osw
2A-2om
2A-2om
Blk wall, stucco ext
2A-2om
2A-2om
2A-2om
Blk wall, stucco ext
IIDO
12G-Osw
2A-2om
Blk wall, stucco ext
2A-2om
12G-Osw
2A-2om
Bilk wall, stucco ext
2A-2om
2A-2ornd
12C-0sw
11130
1613-30ad
20P-11t
0.091
0.350
0.350
0.201
0.091
0.350
0.350
0,350
0.201
0.390
0.091
0.350
0.201
0.350
0.091
0.350
0.201
0,350
0.620
0.091
0.390
0.032
0.0-18
ne
ne
ne
ne
se
se
so
so
so
se
sw
sw
sw
sw
nw
nw
nw
nw
nw
n
2.52
9.69
9.69
5.57
2.52
9,69
9.69
9.69
5.57
10,80
2.52
9,69
5.57
R 69
2.52
9,69
5.57
9.69
17.17
2,52
10.80
0.89
2.16
2.85
21.97
21.97
5.29
2,85
21.42
22.54
22.54
5.29
12.03
2.85
21.42
5,29
22.54
2.85
21,97
5.29
21.97
30.63
1.45
12.03
1.74
1.12
104
12
0
0
0
0
0
0
0
0
0
0
0
0
72
0
0
0
0
0
0
ill
0
92
0
0
0
0
0
0
0
0
0
0
0
0
0
72
0
0
0
0
0
0
ill
0
232
116
0
0
0
0
0
0
0
0
0
0
0
0
181
0
0
0
0
0
a
98
0
262
264
0
0
0
0
0
0
0
0
0
0
0
0
205
0
0
0
0
0
0
193
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
60
0
0
0
0
0
0
38
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
60
0
0
0
0
0
0
38
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
151
0
0
0
0
0
0
33
0
0
a
0
0
0
0
0
0
0
0
0
0
0
0
171
0
0
0
0
0
0
65
0
W
Vh12C-0sw
T___4_)
T_(i
P
G
F
F 22A-tpl 0.989 27,40 OM 0 0 0 0 0 0 0 0
6 c) AED excursion 36 19
Envelope loss/gain 628 887 184 217
12 a) Infiltration 216 73 74 25
b) Room ventilation 0 01 0 0
13 Internal gains: Occupants Cq) 230 0 0 0 0
Appliances/othor 0 1 0
Subtotal (lines 6 to 13) 1 844 960 2581 242
Less external load 0 0 0 0
14
Loss transfer
Redistribution
Subtotal
0
0
844
0
O
960
0
0
258
0
0
242
15 Duct loads 26% 37% 217 351 261/. 37% 66 89
Total room load
Air required (cmi)
1062
59
1312
55
325
1 181
331
14
Calculations approved by AGGA to meet all requirements of Manual j 8th Ed.
Hight -Suited Universal 2018 18.0,27 HSU23828
2018-Oct-10 14:42:59
Page 7
argotGRSL\Lot108Kensingtonl3eservel-argoLGRSE_rup Galc - MJ8 House faces: 'it-
d.j_
T, - wrightsoft, Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 GODISGO WAY, SANFORD, I'L 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIF1.GOM
Job: Lot I 08Kensington Reservel-
Date: 7/25/2015
By: FJF
1 Room name rnstr wic int mstr we
2 Exposed wall 0 Q 0 ft
3 Room height M) ft heaticool 8.0 ft heat/cool
4 Room dimensions 5.5 X 4.5 If 5.5 x 4,0 it
5 Room area 24.8 ft2 22,0 ft2
Ty ion U-value Or 1-1 TM Area (w) Load Area (it') Load
number Btu1VfV'-'F) Bt ft2) or perimeter (it) Btuh) or perimeter (it) Bt h)
Heat Gms; N/p/S Float cool Gross N/P/S Float cool
6
L12C-
0sw 0.091 ne 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
2A-tom 0.350 ne 9.69 21.97 0 0 0 0 0 0 0 0
W Bik wall, stucco ext 0.201 ne 5,57 5.29 0 0 0 0 0 0 0 0
1
h12C-
Osw 0,091 se 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 21 A2 0 0 0 0 0 0 0 0
2A-2orn 0.350 se 9.69 22,54 0 0 0 0 0 0 0 0
2A-2om 0.350 se 9.69 22.54 0 0 0 0 0 0 0 0
T____o
Blk wall, stucco ext 0,201 se 5.57 5,29 0 0 0 0 0 0 0 0
IIDO 0.390 se 10.80 12.03 0 0 0 0 0 0 0 0
Vet 12G-Osw 0.091 sw 2.52 2.85 0 0 0 0 0 0 0 0
2A-2orn 0.350 sw 9,69 21.42 0 0 0 0 0 0 0 0
T__43
Blk wall, stucco ext 0'201 sw 5.57 5,29 0 0 0 0 0 0 0 0
2A-2om 0,350 sw 9.69 22,54 0 0 0 0 0 0 0 0
T__G
12C-Osw 0MI nw 2.52 2.85 0 0 0 0 0 0 0 0
2A-2orn 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
Blk wall, stucco ext 0,201 nw 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.350 nw 9.69 21.97 0 0 0 0 0 0 0 0
2A-2omd 0.620 nw 17.17 30.63 0 0 0 0 0 0 0 0
P 12C-Osw 0.091 2.52 1,415 0 0 0 0 0 0 0 0
L-D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 L74 25 25 22 43 22 22 20 38
F 20P-11t 0.078 2.16 1.12 0 0 Q 0 0 0 0 0
F 22A-tol 0M9 27.40 OM 0 0 0 0 0 0 0 0
6 c) A L D excursion 3 3
Envelope loss/gain 22 40 20 35
12 a) Infiltration 0 0 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants C@ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 22 40 20 35
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 22 40 20 35
15 Duct loads 26% 37% 6 15 26% 1 37% 5 13
Total room load 28 55 25 M
A, 'fm) 2 1 2
Calculations approved bv ACCA to meet all requirements of Manual J 8th Ed.
2018-00-10 14:42:59
Right -Suite(@ Univocal 2018 18.0.27 FISL123828 Page 8
L(. ...argo',f1S1-,ALot Iz3KOerisingtotilleservet.at'got.C,[ISV7'.rtjp Cale, - MJ8 house faces: SE
AIL
77 wrightsoft" Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 GODISCO WAY, SANFORD, FL. 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DE1..-AIR.C,0M
Job: Lot 1 08lKensington Reservel-
Date: 7/25/2015
By; FJF
I Room name loft
2 Exposed wall 25.0 It
3 Room height 8,0 it heaticool
4 Room dimensions 1.0 x 289.0 If
5 Room area 289M Itz
Ty Construction
number
I,Lvalue
11tuh/112-'I')
Or I I TM
Bt IV)
Area (')
or W, imeter (ft)
Load
Eft ih)
Area
or perimeter
Load
Heat cool Gross N/P/S Neat cool Gross N/P/S Real cool
6 12C-Osw
2A-2om
2A-2off]
0.091
0.350
0.350
no
ne
no
2,52
9.69
9,69
2.85
21.97
21,97
0
0
a
0
0
0
0
0
0
0
0
0
W
Vh12C-Osw11
Blk wall, stucco ext 0.201
0.091
no
Se
5,57
2.52
5.29
285
0
32
0
32
0
81
0
91
2A-2orn
2A-2om
2A-2orn
0,350
0.390
0.350
se
se
so
9.69
9.69
9,69
21.42
22.54
22.54
a
0
0
0
0
0
0
0
0
0
0
0
T---4)
Blk wall, stucco ext
11DO
0.201
0.390
so
se
5.57
10.80
5,29
12.03
0
0
0
0
0
0
0
0
t__G_
12G-Osw
2A-2om
Blk wall, Stucco ext
0.091
0.350
0.201
sw
sw
sw
2.52
9.69
5.57
2.85
21,42
5.29
168
15
0
153
1
0
386
145
0
436
321
0t___G 2A-2om OMO sw R 69 22,54 0 0 0 0
12G-osw 0.091 nw 2,52 2,85 0 0 0 0
2A-2orn
Blk wall, stucco ext
2A-2orn
0,350
0,201
0.350
nw
nw
nw
9.69
5.57
9.69
21.97
5.29
21.97
0
0
0
0
0
0
0
0
0
0
0
0
P
2A-2omd
12G-Osw
0,620
0,091
nw 17.17
2.52
30,63
1.45
0
0
0
0
0
0
0
0
L--D 11DO 0.390 n 10,80 12.03 0 0 0 0
G 168-30ad 0,032 0.89 1.74 289 289 256 503
F 2OP-11t 0.078 2A6 1.12 48 48 104 54
F 22A-tr)l 0,989 2T40 0.00 0 0 0 0
6 c) AED excursion 51
Envelope loss/gain 972 1455
12 a) Infiltration 246 83
b) Room ventilation 0 0
13 Internal gains: Occupants @ 230 0 0
Appliances/other 0
Subtotal (lines 6 to 13) 1217 1538
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 1217 1538
15 Duct loads 26% 37% 313 563
Total room load I 1531 21011
Air required (cfm)
Calculations apUroved by AGGA to meet all requirements of Manual J 8th Ed.
2018-Oct-10 14:42:59
Right-SUite(0 Universal 2018 18.0.27 HSU23828 Page 9
ACR5` argo1_.GF1SE\Lot1 08Ket)sirigiotiReserve,[,ii,gol-CASF,r(,-p Cale, jMJ8 House faces: SI__
Duct System Summary
Job: LotIOEIKensingtonReser..
wrightsofto Date: 7125/2015
Entire House 13y: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISGO WAY, SANFORD, Ft.. 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIH.COM
0 InformationM
For: RYAN HOMES
3888 CRAWLEY DOWN LOOP, SANFORD, FL. 32773
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H20
0,202 in/100ft
1160 cfm
Cooling
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H20
0.202 in/1 00ft
1160 cfm
119 ft
Supply Branch Detail, .table:
Name
Design
13tuh)
Htg
cfm)
Gig
cfm)
Design
F R
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg, Eqv
Ln (ft) Trunk
bth I h 439 24 17 0.237 4.0 OX0 VlFx 16.1 85.0 stl
great rm h 3222 178 161 0.208 8.0 OX0 VlFx 23.2 92.0 st2
great frTi-A h 3222 178 161 0.218 8.0 OX0 VlFx 18.0 92.0 st2
kitchen h 3297 182 126 0.218 8.0 OX0 VlFx 18.0 92.0 st2
laundry C 1045 16 44 0.235 4.0 Ox 0 VlFx 16.9 85.0 stl
loft c 2101 84 89 0.295 6.0 OX0 VlFx 11.3 70.0
mstr bth h 1062 59 55 0.295 5.0 OX0 VlFx 11.3 70.0
mstr mn c 4813 109 203 0.304 0 Ox 0 VlFx 9.1 70.0
mstr we c 48 1 2 0.304 4.0 Ox 0 VlFx 8.9 70.0
rnsir wic h 325 18 14 0.294 4.0 Ox 0 VlFx 11.6 70.0
mstr wic in[ c 55 2 2 0.326 4.0 OX0 VlFx 3.5 70.0
mud rm h 891 49 24 0.212 4.0 OX0 VlFx 21.3 92.0 st2
pdr h 725 40 17 0.202 4.0 OX0 VlFx 27.1 92.0 st2
mi 2 c 1261 44 53 0.232 6.0 OX0 VlFx 18,4 85.0 stl
rm 3 c 2406 99 102 0.227 6.0 Ox 0 VlFx 20.8 85.0 stl
rm 3 wic c 1068 40 45 0.209 4.0 Ox 0 VlFx 29.8 85.0 stl
rm 4 c 1090 38 46 0.300 6.0 OX0 VlFx 10.1 70.0
Supply Trunk Detail Table
Trunk Htg Gig Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR f pm) in) in) Material Trunk
st2 Peak AVF 626 488 0.202 586 14.0 0 x 0 VinlFlx
stl Peak AVF 223 261 0.209 590 9.0 0 x 0 VinlFlx
wrightsoft" Right-SmteO Universal 2018 18.0.2711,9f.123828
arg"5LGHSE\L-otlO8K(,,nsingtoriReserveL.argoLGRSE.rup Galc=MJ8 flouse faces: SF
2018-Oct-10 14:43:00
Page I
Emil•
Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) (cfm) (cfm) (ft) FR (fprn) (in) (in) Opening (in) Matl Trunk
rbl Ox 0 1160 1160 0 0 0 0 Ox 0 VlFx
wrightsoft,
2018-0ct-10 14:43:00
Right-SikA) Universal 2018 18A27 RSU23828 Page 2
arg'), -GR SE\I,-<)t I 08Kensirigtonl4eservet,,argot-CR SE. i tip Galc,,MJ8 House faces: SF
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lott 08KensingtonReserveLargoLGRSE Builder Name: RYAN HOMES
Street: 3888 CRAWLEY DOWN LOOP Kermit Office: SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material,
requirements Breaks or joints in the air barrier shall be sealed.
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffitCeiling/attic the insulation and any gaps in the air barrier shall be sealed, shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
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 framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned sEace shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
cavities shall be filled by insulation that on
Narrow cavities
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spa c as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be Cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
e4tQod behind pil2ing grid 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.
LIVAC 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
behyQen firQ 512[iokler cover plaIQ5 and walls or cQiliiigs.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400,
10/10/2018 2:58 PM EnergyGaugeO USA -- FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
4° bath duct
to roof cup
w/fun
Nutmne 696RNB|
7^xitchen vent
to roof cup-~
T
2)uww
u zmx
14xi160 '
eV
lwcd 14,x j Illwcd
IM
Transfer ducts/grilles sized in
compliance with Florida Residential
Building Code - M1602.4 Balanced
Return Air, exceptions 1-3. Builder
must provide unrestricted I Inch
undercut on doors to habitable
42X42 A/C SLAB
BY BLDR MIN
2' FROM WALL
M1
OWNWS am
14'1 to roof caplexle
205
45
qx6 wall rag
ME
2Ox6 watt rag
platform by
btdr
Must have u minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value,
100 mKDR00V u
r dryer w°ct
4" bath duct
to roof cup
W/fun
Nutone 696RNB
Lij
LLJ
LLJ
L3 CD
JL43DILlllsionl LUT OF
4-44-7- 61D Z-
pvc,
dvantagee Plumbing, Inc
Signature
I A,4W
VTr.-
mm
DESCRIPTION AS FURNISHED: Lot 108, KENSING7'ON RESERVE, as recorded in Plat Book 81, Pages 86
thrajgh 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryan Homes%NVR Inc.
U'Co,'j) - y
LOT 109
lRACi H CONSERVATION AREA
25'
W
PORTION OFFER ^
TRACT H e
S 47045 07rr 6'
67g ..
LOT
108 J '
5. 00'
5.00'
fI 11 Ok to construct single family home
7o.2s'DIRc9 with setbacks and impervious area
82.27"
shown on plan. I 1,,
TyA $
T[^ ca Il 1 ,
3.5'x3.5' f4.0 .
aAC LANAI a
30.0'
PROPOSED
RESIDENCE
o MODEL:LARGO
VERSION 1-L
2 CAR o
GARAGE RIGHT
8.7' ENTRY
CJ
Q
21,3'
16'
DRIVE
25.2 25.2
10UTIL k&a WALK
S
40013'15" W 40.
00' W
5.
00' ' r„ - 5.
00' Zt l } 0)
a, th
CQ
5.
00' LOT
107 X
63.36' 0
P.C. CRA
IV-1EYD01VIV LOOP 50'
PRIVATE R/W) PLOT
PLAN ONLY NOT A SURVEY PROPOSED =
FINSHED SPOT GRADE ELEVATIONS PLOT PLAN AREA CALCULATIONS I IN S BA KS: AS FURNlSFfQ PER
DRAINAGE PLANS IMPERVIOUS COVERAGE = 093t SQUARE FEET OR 32.3% FRONT = 25' PROPOSER
DRAINAGE FLOW LOT
CONTAINS 6,168t SQUARE FEET WALK
ON-431 SQUARE FEET REAR
20' SIDE =
5' FOR 40' LOTS LOT
GRADING TYPE A PROPOSED
FINISH FLUOR PER PLANS = 31.7' OPP WALK OFF=200t SQUARE FEET DRIVE
ON=4031 SQUARE FEET SIRE
7.5" FUR 60' LOTS SIDE =
10' FOR 75' LOTS DRIVE
OFF(APRON)=91 t SQUARE FEET SIDE STREET = 25' CR ;
SY `NVE EER - AS'COTT IAA ASSOC, INC -- LAND ,SUJ? T1E_z"Oj? SI LEGEND -
LEGEND - 5400
E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 P
FPLAT FIELDPAL. TYRPOIRr aT LINE TYPICAL
NOTES: I.
P. IRON PIPC P.R.C. PORT OF REVERSE CURVATURE 1, THE UNOMSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF III,
C.H. IRON ROD CONCRETE
MONUMENT P.C.C. RAD, POINT GF COMPOUND CURVATURE RADIAL
PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 54-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET [
R. t/2' IR. lBLB 4S9G NR. HOT -RADIAL 2, UNLESS EMBOSSED KITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. REC.
RECOVERED YP. Y[TNESS POINT 3. THIS SURVEY WAS PREPARED FROM RTI.E INFORMATION FURNISHED TO INC SURVEYOR. THERE MAY BE OTHER RESTRICI7ONS P.
Q.B. POINT OF BEGINNING CALL. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. PA.
C. POINT OF COMMEWXKENT PRA PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVC BEEN LOCATED UNLESS OTHERWISE SHOWN. E
RLDCENTCRLINC NAIL
DISK FF. BSL. FINISHED FLUOR ELEVAIIIW BULLRING
SETBACK LINO 9.
THIS SURVEY IS r'R:P.L7E0 FOR THE 50LI BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/
V RIFiMT-OF B.M. RCNCHHARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. CSMT.
EASEMENT B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE OWING (B.B.) DRAIN.
DRAINAGE 6. ELEVATIONS, IF SHOWN, ARE WEI) ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL.
CLFCUTILITY CHAINLINKFENCE WC9.
CERTIFICATE OF AUTNORI7LTFOM N°. 4596, YDFC.
C/
B VOOD
FC CONCRETE
BLACK SCALE F-----•-• I • 3Q'----a DRAWN BY: PC,
P.T. POINT OF CURVATURE POINT
OF TANGENCY F CERTIFIEDGY: CIATE ORDER No, DESC
RDESCRIPTION RADIUS
PLOT PLAN f 0-03-2018 o
6639-
I8 L
DARC LENGTH DELTA
C
CIWRD CMDPO Cs
CHORD BEARING NORTH
THIS
BUILDING/PROPERTY DOES NOT LIE WITHIN i----- THE
ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM• OW CRUSEEYER, S j 4714 ZONE "
X" MAP / 121T7CO09OF (09-28-07) SCO
R.L.S 1 4801
Citv of Sanford
Building and Fire Prevention
Product Approval Specification Form
Project Location Address
Ae required by Florida Gtatute553.O42 and Florida Administrative Code QN-3. okaasa 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 fore building penn|L We naoonnnlend 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 beobtained mt www.floridabuilding.oL g. The
following information must be available on the'mbsite for inspections: 1.
7[his entire product approval form Category /
Subcategory Manufacturer Product Description
Florida
Approval # Enclude
decimal) 1.
Exterior Doors Automatic
Other
2.
Windows Single
Hung Ply Gem 1500 16103 Horizontal
Slider Casement
Double
Hung Fixed
Awning
Pass
Through Projected
Mullions
Ply Gem 1500 16118 Wind
Breaker Dual
Action Other
June
2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
includin decimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofin Products
Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12
Underla menu Interwrap Inc. Rhino Roof Underlayment 15216 - R3
Roofin Fasteners
Nonstructural
Metal Roofin
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
S stem
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coatin
Liquid Applied
Roofin Syr tems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofin
E.P.S. Roof
Panels
Roof Vents Millenium Metals Inc. MMI - 2B Off Ridge Vent 19567 - R1
Other
June 2014
Category Subcategory Manufacturer Product
Descn`ption
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867 - R1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
PROJECT KENSINGTON RESERVE
COUNTY: SEMINOLE
I MASTER#: WRCLG1 BL9
OPTIONS: LANAL:9-4 CLG
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
N A-1 ROOF These truss designs rely on lumber values established by others.
A FLORIDA CORPORATION
RE: Job WRCLG1BL9
JOB #73805
Site Information:
Customer info: RYAN HOMES Project Name:
Lot/Block: LOT #108
Address:
City:
Model: LARGO v1 "B"
Subdivision:
County: VARIES
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
State: FL
Name Address and License # of Structural Engineer of Record, if there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes -91 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G1 5-31.003,section 5 of the Florida Board of Professional Engineers Rules,
No. Seal # Truss Name Date No. Seal # Truss Name Date No. I Seal # Truss Name Date
1 A0046594 A01 4/5/18 13 A0046606 CJ3 4/5/18 25 A0046618 FL05 4/5/18
2 A0046595 A02 4/5/18 14 A0046607 CJ4 4/5/18 26 A0046619 FL06G 4/5/18
3 A0046596 A03 4/5/18 15 A0046608 CJ5 4/5/18 27 A0046620 FL07GE 4/5/18
4 A0046597 A04 4/5/18 16 A0046609 E01 4/5/18 28 A0046621 FL08 4/5/18
5 A0046598 A05 4/5/18 17 A0046610 F01 4/5/18 29 IA0046622 FL09 4/5/18
6 A0046599 A06 4/5/18 18 A0046611 F02 4/5/18 30 IA0046623 FL10 4/5/18
7 A0046600 B03 4/5/18 19 A0046612 FG02 4/5/18 31 A0046624 FL11 4/5/18
8 A0046601 B03GE 4/5/18 20 IA0046613 FG03 4/5/18 32 A0046625 FL12GE 4/5/18
9 A0046602 B04 4/5/18 21 A0046614 FL01 4/5/18 33 A0046626 HJ2A 4/5/18
10 A0046603 CA 4/5/18 22 A0046615 FL02GE 4/5/18 34 A0046627 HJ3A 4/5/18
11 A0046604_ 4/5/18 23 A0046616 FL03 4/5/18 35 IA0046628 HJ6 4/5/18
12 IA0046605 _
CAA
CJ2 4/5/18 24 A0046617 1 FL04 4/5/1$ 36 A0046629 HJ7 415/18
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo IiI
My license renewal date for the state of Florida is February 28,2019.
NDTE.The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown.
The suitability and use of components for any particular building is the responsibility of the
building designer, perANSIITPI-1 Sec. 2.
The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the
construction documents (also referred to at times as 'Structural Engineering Documents')
provided by the Building Designer indicating the nature and character of the work.
The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof
Trusses or specific location]. These TDDs (also referred to at times as 'Structural
Engineering Documents') are specialty structural component designs and may be part of the
project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty
Engineer), the seal here and on the TDD represents an acceptance of professional aengineeringresponsibilityforthedesignofthesingleTrussdepictedontheTDDonly ttw T.
Building Designer is responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs and all
related notes.
TO
C1q lm, aV*d or Evnra n, T.
DW C—A.I— T. Tombo.
Rate 2018,04,06 16:03= 7 ",w
T To Sri
ppppnQat
12
o III, P.E. _. .
3B BC A22.1000000004C1287DF Page 1 of 2
Lumber design values are inaccordance with ANS|/rP|1-20O7section 63 aoetruss designs
rely onlumber values established byothers. FLORIDA CORPORATION No.
Seal # Truss
Name Date- 38 STDI-03
STD,
DETAIL 4/5/18 STDI-09 STD.
DETAIL 4/5/18 Page 2 of
2
Job , LARGO v1
WRCLG1 BL9 IA01 Hip Girder l 1
L _
1 A0046594
i _ 1. Reference (optional)_
kl Roof Trusses, kortPierce, FL 34946, design@a1trusscom Run: 8.120s Nov 12 2017 Print: 8.120sNov 12 2017 MiTek Industries, Inc. Thu Ape 5 14:55:152018 Page
ID:hA3xRN7kH8GY-sQsevncy2zOBnp-NGP8elkTE9?N5EyhkUmgoUIX9f9gOdAziCo6eOzTlI
7-0-0 17-7-7 -- -
1 123-0-0 - i "-,
30-0-0 1 -0-P
I-Q-9 7-6-0- 5-4-9 5-2-13 5-4-9 7-0-0 -0-0
Dead Load Deft. = 5/16 in
r,eR
13
27 28 12 29 30 11 31 10 32 33
9
5X8
2x4 11
400 5x10 MT20HS-
2x4 !I
5x8
U8
7-0-0 12-4-9 17-7-7 23-0-0 30-0-0
7-6-6 5-4-9 5-4-9 7-0-0
Plate Offsets, (X,Y),-_- 12:0-0-0,10-1 -6]i t3:0-5-12,0-2-81, [6:0-5-12,0-2-8][7.0-0-0,0-1-51,_[10-.0-3-8,0-1-81
LOADING (psf) SPACING- 2-0-0 i CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.90 Vert(LL) -0,2810-12 999 360 MT20 244/190
TCDL 10,0 Lumber DOL 1.25 BC 0-67 Vert(CT) -0.5610-12 644 240 MT20HS 187/143
BCLL 0,0 Rep Stress Incr NO WB 0.80 Horz(CT) 0,11 7 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.34 10-12 999 240
1
Weight 1641b FT=10%
LUMBER -
TOP CHORD 2x4 SP 240OF 2.0E
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No-3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-4-2
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-11-6 oc bracing.
MiTek recommends that Stabilizers
I I I
andnd
required cross bracing be installed during truss i
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 2494/0-3-8 (min. 0-2-1)
7 249410-3-8 (min, 0-2-1)
Max Horz
2 = 59(LC 9)
Max Uplift
2 893(LC 4)
7 893(LC 5)
Max Grav
2 2494(LC 1)
7 2494(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-5141/1869, 3-20=-6369/2382,
20-21=-6369/2382, 4-21=-6369/2382,
4-22=-6369/2382, 22-23=-6369/2382,
23-24=-6369/2382, 5-24=-6369/2382,
5-25=-6390/2392, 25-26=-6390/2392,
6-26=-6390/2392, 6-7=-513711868
BOT CHORD
2-13=-1633/4653, 13-27=-1631/4669,
27-28=-1631/4669, 12-28=-1631/4669,
12-29=-227616390, 29-30=-2276/6390,
11 -30=-227616390, 11-31 =-2276/6390,
10-31 =-2276/6390, 10-32=- 1636/4665,
32-33=-1636/4665, 9-33=-1636/4665,
WEBS
3-13=01505, 3-12=-739/2062,
4-12=-690/480, 5-10=-7011479,
6-10=-752/2090, 6-9=0/496
NOTES-
1) Unbalanced roof live loads have been
considered for this design,
2) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd=l 16mph; TCDL=5.Opsf;
BCDL=5,Opsf: h=25ft ' Cat. II; 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
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any
other live loads.
6) * This truss has been designed for a live load
of 20.Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 2=893, 7=893.
8) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 240 lb down and 269 lb up at 7-0-0, 123
lb down and 143 lb up at 9-0-12, 123 lb down and
143 lb up at 11-0-12, 123 Ity down and 143 lb up
at 13-0-12, 123 lb down and 143 lb up at 15-0-0,
123 lb down and 143 Ity up at 16-11-4, 123 lb
down and 143 lb up at 18-11-4, and 123 fty down
and 143 Ity up at 20-11 A, and 240 In down and
269 lb up at 23-0-0 on top chord, and 365 lb
down and 119 lb up at 7-0-0, 88 lb down at
9-0-12, 88 lb down at 11-0-12, 88 lb down at
13-0-12, 88 lb down at 15-0-0, 88 lb down at
16-11-4, 88 lb down at 18-11-4, and 88 Ity down
at 20-11 A, and 365 lb down and 119 lb up at
22-11-4 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20
Concentrated Loads (lb)
Vert: 3=- 1 93(F) 6=- 1 93(F) 13=-365(F) 9=-365(F)
20=- 1 23(F) 21 =- 1 23(F) 22=- 1 23(F) 23=- 1 23(F)
24=-123(F) 25=-123(F) 26=-123(F) 27=-70(F)
28=-70(F) 29=-70(F) 30=-70(F) 31 =-70(F)
32=-70(F) 33=-70(F)
7-q=-16'2A/4(i4q Ok aerS,
Uidof
Ai'hony T. Tr,,b,, lzl, P,F
t." " ow ""41. 0 1k "Nod ra. 0 ...... 4. W, %qw n b';aaw 0 1. K I, T It * W. to*.j *' .4 M; 1dfv— 0 14 V ae.hw s Au. " 0" a.""'" .0alad W k..y 'W 4 mar 80083 4451
St. Lucie Blvd, vo(
t R:eice, R s41146 pyujhfV2016A
ll[Wlimsti R'p.4vilioR Cl lhts immy"a day fofm"poh,b0d Ifthout tiot "Peo pfmwoo tiom A 11oll"i'es hfttbaf 64.111,Pf,
Truss Type AN HOMES / LARGO v1
WRCLG1BL9 _ IA02 I Hip 1 2 _ 1 1
JobReference(opfi Al
Roof Trusses, Fort Pierce, I
I FL
34946, design@al truss.c- omRun: 8,120 s Nov 12 2017 Print: - 8.120 s Nov , 12 2017 MiTelk Industr ID:
hA3xRN7kH8GY—sQsevney2zOBnp-rTzWrel5 1-
0 9-0-0 15-0-0 21-0-0 0-
9-6-0 -- 6--0.6 - I I - - 6-0-6 11
1 4x6
3x4
4x6 A00465951
Apr
5 14:55:16 2018 Page 1 lvLhrmr3QO7B07yYfASzTIFf
111 -0
Dead Load
Deft. = 3/16 in 3x4 4x6
3x4 3x6 it
3x6 11 10-2-
13 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 FBC2017/TP12014 LUMBER - TOP
CHORD
2x4 SP M 30 *Except* T2: 2x4
SP No.2 BOT CHORD
2x4 SP No.2 WEBS 2x4
SP No.3 SLIDER Left
2x4
SP No.3 1-6-0, Right 2x4
SP No.3 1-6-0 BRACING TOP
CHORD
Structural wood
sheathing directly applied or 3-7-5 oc pudins.
BOT CHORD
Rigid ceiling
directly applied or 2-2-0 oc bracing. MiT ek
recommendsthat 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) 8 1260/
0-3-8 (min. 0-1-8) Max Horz
2 741LC
12) Max Uplift
2 -357(
LC 8) 8 -357(
LC 9) Max Grav
2 = 1260(
LC 1) 8 1260(
LC 1) FORCES. (lb)
Max, Comp./
Max. Ten. - All forces 250 (lb) or less except when
shown. TOP CHORD
2-3=-
950/0, 3-4=-2125/1421, 4-5=-
1992/1451, 5-6=-1992/1450, 6-7=-
2125/1421, 7-8=-950/0 BOTCHORD 2-
12=-
110111872, 11-12=-1336/2204, 10-11=-
1336/2204, 8-10=-1 104/1872 WEBS 4-
12=-
104/469,5-12=-404/271, 5-10=-
404/271, 6-10=-104/469 NOTES- 1)
Unbalanced
roof live loads have been considered fir this
eipsirin 19-9-
3 CSL DEFL.
in (loc) I/deft L/d TC 0.
65 Vert(LL) 0.17 12-15 999 360 BC 0.
96 Vert(CT) 0.38 12-15 946 240 WB 0.
31 Horz(CT) 0.09 8 n/a nia Matrix -MS
Wind(LL) 0.20 12-15 999 240 2) Wind:
ASCE 7-10, Vult= 1 5OMph (3-second gust) Vasd=
1 16mph; TCDL=5.Opsf; BCDL=S.
Opsf; h=25ft; Cat, 11; Exp C; Encl., GCpi=0.
18; MWFRS (envelope) and GC 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=t60 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 100 lb uplift
at joint(s) except (jt=lb) 2=357, 8=357, LOAD CASE(
S) Standard PLATES
GRIP
MT20 244/
190 Weight: 129
lb FT = 10% p J—.
1 M, . iit 44., 1 r,h 114',A J44 n 6, 100 M 1"W W
W','I M; .'" "'4-A"w 0 W1. r.1-
M r40411 0.,W*4 i h pvq"' InWlx WV P'4— itliw."t llwlllllm".4*.Iol,l"s",", 80083 Ohm k, 9.
4 .09 i 01 W-'0'0 W t 4 T? ET- ' ACT N k.4.1 hi" . N!, V f -46'4 AT, 11 .' . tdi' 1 I i - ),r' n""
s 1,- 4451 5t. Lucie
Blvd. lopy"ghlo N16A
I infl,"Sw PJ' 1001'"w Fort 'eTce, FL
34946
WRCLG1BL9 I A03 (Hip
A0046596
1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 14:55: 16 2018 Page 1
ID hA3xRN7kH8GY--
O-5-7-14 19-0-0 sQsevncy2zO4-B-4n-p-rTzWrel5?S7EjOXtIBHY--L1-h0rky3Wo7C19t7y-0sI YTfASzTlFf 1Q
5-
7-14..
i --
40 4 - 8-0-0 254-
12—-i 3004_1-0- I
4x6 11 4x6 --
4x8 -
13
it U8 -
3x6 :
3x4
19-0-
0
I -
IIIIIIII-
11-0-0
1 11
1 11 1
1-0-0 f - -
8-0-0-- Plate
Offsets -(
XY)-- 2:Edge,
0-0-01, [9:Ed9f7.,0-0-0] LOADING (pso SPACING- 2-00
CS1 DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL
1.25 TC 0,77 Vert(LL) 0,2211-20 999 360 TCDL 10 0 Lumber DOL 1.
25 BC 0.62 Vert(CT) 0,4611-20 788 240 BCLL 0.0 i Rep Stress
Incr YES WB 0.24 Horz(CT) 0,08 9 n/a n/a BCDL 10,0 Code FBC20171TPI2014 Matrix -
MS Wind(LL) 0.19 11-13 999 240 LUMBER - TOP CHORD 2x4 SP N0.
2 '
Except' T2: 2x4 SP M 30 BOT
CHORD 2x4 SP M 30
WEBS 2x4 SP No-3 SLIDER
Left 2x4 SP No.3
1-
6-0, Right 2x4 SP No-3 1-
6-0 BRACING - TOP CHORD Structural wood sheathing
directly
applied or
3-0-5 oc purlins. BOT CHORD Rigid ceiling
directly applied
or 6-
2-2 oc bracing. WEBS 1 Row at midpt 6-
13
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) 9 1260/0-3-8 (min.
0-1-8) Max Horz 2 = 89(LC 13)
Max Uplift
2 339(LC 12)
9 = 339(
LC 13) Max Grav
2 1260(LC 1)
9 1260(
LC 1) FORCES. (lb)
Max, Comp./Max. Ten. -
All forces
250 (lb) or less except when shown. TOP CHORD 2-
3=-1207/130,
3-4=-
223911628, 4-5=- 1932/1362, 5-6=-
1739/1343, 6-7=-1932/1362, 7-8=-
2239/1628, 8-9=-1208/129 BOT CHORD
2-13=-1341/2009,
12-13=-
963/1739, 11-12=-963/1739, 9-11=-
1348/2009 WEBS 4-13=-322/427, 5-
13=-
81/417, 6-11 =-82/417, 7-11 =-
322/427 2) 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; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Extenor(2) zone; cantilever left and
right exposed end vertical left exposed;C-C
for members and forces & MWFRS for reactions shown, Lumber
DOL=1.60 plate grip DOL=
1.60 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 (all
by 2-0-0 wide will fit between the bottom chord and any other
members. 6) Provide mechanical connection (by others)
of truss to bearing plate capable of
withstanding 100 lb uplift at joint(s) except
Ot=lb) 2=339, 9=339. LOAD CASE(S) Standard Dead Load
Defl, = 118 in
V0'
f"'P'—fl W"ott#—
Nd i Oft i41' "'04, 4s,7-
0,V i". fQ ndr Eegeru, V'W. ' matwum —'mare' 0 M v Im, tw1od.,4 too Tki AnJiony 1. Toinbo 711, P. E. 0 k T"" xJ" kv4A, a'
w .'34W. at 4" ' 4 14 llp—wb 0 » $0083 4451 St. Lucie Blvd, o,t -'
tierce, FL 34946 h.
PfjI 0 7010 AI Roof
NutsAnthopy 1, Woli. . P.E.4 o. of ffi h(mot, o ay lom"s lit zt 111lifdooi, A00 lot Wlkll pflftl'100 I'M A I RoDf I'Ma Alith.ol L footli. 111, 1`1
Iota T uss
JTruss
Type Qty Ply RYAN HOMES / LARGO v1
NRCLG1 BL9 A04 Hip 2
11
1 A0046597
Job Reference (optional]
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 6.- s Nov 12 2017 Print: 6.120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 14:55:1! 2018 Page 1
ID hA3xRN7kH8GY sQsevncy2zOBnp-JfXu2_11mmF5KY64rvo8tvNsCTmRsfEGBWHCiuzTlFe
1-4 6-5-13
i 13-0-0 17_p-0 23-6-3 30-0-0 1
0- 6-5-13 6-6-3 4-0-0 6-6-3 6-5-13 1-0-
4x6 Vt
4x6
Dead Load Dell. = 3116 in
F
3x4 -- 4x6 -= 3x4 =-
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.45 13-16 799 360
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0,60 11-13 596 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n/a n/a
BCDL 10.0 j Code FBC2017ffP12014 Matnx-MS Wind(LL) 0.31 13 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 2) Wind: ASCE 7-10; Vult=150mph (3-second
WEBS 2x4 SP No.3 gust) Vasd=116rnph; TCDL=5.Opsf;
SLIDER BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; End.,
Left 2x4 SP N0.3 1-6-0, GCpi=0.18; MWFRS (envelope) and C-C
Right 2x4 No.3 1-6-0 Exterior(2) zone; cantilever left and right exposed
BRACING-- end vertical left ex osed;C-C for members and
TOR CHORD forces & MWFRS for reactions shown; Lumber
Structural wood sheathing directly applied. D0L=1.60 plate grip D0L=1.60
BOT CHORD 3) Provide adequate drainage to prevent water
Rigid ceiling directly applied or 2-2-0 oc bracing. pending,
MiTek recommends that Stafailizers and 4) This truss has been designed fora 10.0 psf
required cross bracing be installed during truss
bottom chord live load nonconcurrent with any
other live loads,
erection, in accordance with Stabilizer 5) "This truss has been designed for a live load
Installation guide. of 20.Opsf on the bottom chord in all areas where
REACTIONS. (lb/size) a rectangle 3-6-0 tall by 2-0-0 wide will fit between
2 126010-3-8
the bottom chord and any other members, with
min. 0-1-8) BCDL = 10.Opsf.
9 = 1260/0-3-8 (min. 0-1-8) 6) Provide mechanical connection (by others) ofMaxHarztrusstobearingplatecapableofwithstanding1002 =-104(LC 13) lb uplift at joint(s) except Qt=lb) 2=358, 9=358, Max Uplift
2 --358(LC 12)
9 =-358(LC 13) LOAD CASE(S)
Max Grav Standard
2 - 1260(LC 1)
9 - 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown,
TOP CHORD
2-3=-1078/170, 3-4=-2249/1650,
4-5=-1926/1395, 5-6=-1532/1289,
6-7=-1926/1395, 7-8=-2249/1649,
8-9=-1078/170
BOT CHORD
2-13=-1359/2017, 13-22=-845/1532,
12-22=-845/1532, 12-23=-845/1532,
11-23=-845/1532, 9-11=-1365/2017
WEBS
4-13=-465/531, 5-13=-223/498,
6-11=-222/498, 7-11=-465/531
NOTES-
1) Unbalanced roof live loads have been considered
fnr thioz rlocinn
4x6 II
PLATES GRIP
MT20 2441190
Weight: 133 lb FT = 10%
dekglbnxe MawlrlE n4sxI#'A-itJd iimiC4y SfittY'.6Ebttk;f[tMS8C.Na11Ctt[t}1:7M;'3It t,VO(W:E7;MirlustemMd!E 49a1 cW10, 044.41 IN ray Moe
aa<,4u txx W:tea,efMIAs ta 3Hk dd. S.a'a Pe rp,aprxn3e .rs. rfrgrtx .'I-0—T IWW em M4tamxx44 r dnrsiurt ergsee xR xlxn Mlar*ftft' otk saprl ,twofarte IN h-'WP, i.;& 4njo 3tse P.' 14mogx;. smrkir} Anliony T. TomGa:l:, P. t. xdroz6s,i la+i t4 o-.4iimM oaN ,,re'NY#Mrn uw 4y,aN—W owt"n:«iaiM xclnuasalwlKl `Ht!oaA4k ",,A .t" ,04 r"4r 4w,a..yr 4,rNMxMkes;m. yxxa4na 30 fl3 Eel < shspx trd ('Ma t nrs,a an ro fia lop 14 rM p01. 1ria 0p 44*4 olrto-+t kz Mna M 1 Nt#skkh # d1r5 arst-4*percY<Mica mtM,'xas 9aaslaMs f,rs al2pexera'a,€nrlknprc. rs x4, zzgaen ad G•a Maale m:M-m`evr roe..
urrhMlis.eaai,leekma.rmylydl dzta<r,.; 4r aaaci r, ha.Htr4s. , x E uvan„taa r,rr 4,un 4451 St, Lucie Blvd, fart
Pierce, FL 34946 tR(lnl(tl(1a1§,t-I 1pef ll4SSlS tI11 p0'(1. tpNibp ilc .(, itRf044Aip9 RI IE43#u(tlnMl, iW Mar 1p(IO,tS(FtOA{IVnEd ailAQUt P6t xf41iGU(EEIRr4FfQAhMO A-IRt+U{Ir43}k4 b13l t0hr 1. 14N11€A llI, P.L
Job , Truss I Truss Type Uty, Ply RYAN HOMES / LAF
1WRCLG1BL9A05 'Common 5
1
1-1,Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, desiqn@aitruss.com- Run: -8.-120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc.
ID:hA3xRN7kH8GY__sQsevney2zOBnp-nr4GGKmLX4NyyhgGI
11-0 8-0-0 15-0-0 22-0-1 30
1-01 8-6-07-6-1 7-0-1 8-1 5.
00I a 4x6 --- 6
4x6
11
V A0046598
5
1
14:55:18 2018 Page 1 t3t6ZbOdPPA1mFLzTlFc 0-
6
Dead Load
Defl. = 114 in 3x4 4x6
3x4 = 4x6 11 10-0-
15 19-11--1 30-0-0 10-0-
15 9-10-2 100-15 Plate offsets
6-6-6fj10:Ed9e,0-0-0] LOADING (pso
SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.
0 Plate Grip DOL 1.25 TC 0.80 it Vert(LL) 0,4312-14 841 360 MT20 244/190 TCDL 10.
0 Lumber DOL 1,25 BC 0.98 Vert(CT) 0.6812-14 533 240 BCLL 0.
0 Rep Stress Incr YES WB 0.62 Horz(CT) 0,08 10 n/a n1a BCDL 10.
0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0-1812-14 999 240 Weight: 137 Ito FT = 10% LUMBER - TOP
CHORD
2x4 SP No.2 BOT CHORD
2x4 SP No.2 WEBS 2x4
SP No.3 SLIDER Left
2x4
SP No.3 1-6-0, Right 2x4
SP No.3 1-6-0 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD
Rigid ceiling
directly applied or 2-2-0 oc bracing. MiTelk recommends
that Stabilizers and required cross
bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/
size) 2 = 1260/
0-3-8 (min. 0-1-8) 10 1260/
0-3-8 (min. 0-1-8) Max Horz
2 =-118(
LC 13) Max Uplift
2 -374(
LC 12) 10 =-374(
LC 13) Max Grav
2 1260(
LC 1) 10 1260(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when
shown. TOP CHORD
2-3=-
944/109, 3-4=-2207/1601, 4-5=-
1996/1528, 5-6=-1909/1552, 6-7=-
1909/1552, 7-8=-1996/1528, 8-9=-
2207/1601, 9-10=-944/109 BOT CHORD
2-14=-
1295/1966,14-23=-737/1363, 13-23=-
737/1363, 13-24=-737/1363, 12-24=-
737/1363, 10-12=-1299/1966 WEBS 6-12=-
4711701,
8-12=-425/553, 6-14=-471/
701, 4-14=-425/554 NOTES- 1 i
I
lnhnlAnrad rnnf livo InAeie have lo—n rn—ulpi-ri 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) 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 100 lb uplift at
joint(s) except (jt=lb) 2=374, 1 0=374, LOAD CASE(S)
Standard Wen no
amS
s 1 kr qctk, Tir*4 PE 10-1 104.*Too Of Antrony TTcmbo
IN, P E 0 W "J" Wfq
a V .,M" W r, 14 r 81,083 nit Mari 4'", 44
r. IDO wvx PN., 0 W 446" i."w wie "#"* " 14 .4 30 r 0-4* rw",?4— IVI "I", ", 11, 411, e *1 N", I " )"f n,., 4451 St. Woe Blvd, Nns .. ;4—e.(*A4Pierce.
Fl- 34946 opy"Ible) ?016A I
kootlwsst, Arilh iryl lorebolil'I'J, Repmerime Oleir joweiw, inny 141m, 1 prph*W witheof the I RODIN ... When, I "" , Fort P1, I.Mlea III, F
I.
WRCLGlBL9 I A06 Roof Special Girder
Ply
W
V1
M, W
At Roof Trusses, Fort Pierce, FL 34946,
6-5-8
4xAl
5
s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries,
10:hA3xRN7kH8GY--sQsevncy2zOBnp-F2eeTgnziNVpi
A-0
1
18-6-4 23-0-0 25-2-11
816 --4-2-4 1 - -4--5-12 -- -' 2-2-15
I
Dead Load Deft. = 5/16 in
111) 13 12
5X8 k I 4x8 500 MT20HS 3X8 6x6 5X10
10-8-0 18-6-4 23-0-0 30-0-0
7-10-4
Plate "Offsets 1YY- 2:0-4-3,, Edge], [EI:0-4-0,0-2-21, 0-410:,0-0-0,0-1-61, [12:0-370 741
LOADING (pso SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.3312-13 999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.64 12-13 563 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.14 10 n/a n/a
BCOL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.38 12-13 951 240 Weight: 159lb FT=10%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
TI: 2x4 SP M 30
Tot: 2x4 SP 240OF 2.0E
BOT CHORD 2x4 SP M 30 *Except*
B2: 2x6 SP 2400F 2.OE
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied,
BOT CHORD
Rigid ceiling directly applied or 5-8-0 oc bracing.
WEBS
1 Row at rnidpt 6-15
MiTek recommends that Stabilizers and
required cross bracing he installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 1835/0-3-8 (min. 0-2-3)
10 2787/0-3-8 (min, 0-2-5)
Max Horz
2 = 86(LC 8)
Max Uplift
2 = 558(LC 8)
10 986(LC 9)
Max Grav
2 1835(LC 1)
10 2787(LC 1)
FORCES. (lb)
Max- Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1337/77, 3-4=-3512/1086,
4-5=-3282/1068, 5-6=-3284/1060,
6-7=-5977/2091, 7-8=-5977/2091,
8-9=-5823/2082, 9-1 0=-589312099
BOT CHORD
2-15=-971/3156, 14-15=- 1637/5242,
13-14=- 1636/5244, 13-23=-1812/5444, 12-
23=-1812/5444, 10-12=- 1842/5329 WFA, WEBS
4-
15=-
235/303, 5-15=-676/2207, Standard 6-15=-
301011149, 6-13=-466/1046, Vert: 8=-193(B) 12=-365(B) 23=-1 544(B) 7-13=-
273/194, 8-13=-351/688, 8-12=-
411/1382 NOTES- 1)
Unbalanced
roof live loads have been considered for
this design. 2) Wind:
ASCE 7-101 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); cantilever left and right
exposed ; end vertical left exposed; Lumber DOL=
1.60 plate grip DOL=11.60 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 100 lb uplift
at joint(s) except Ot=lb) 2=558, 1 O=986. 8) Hanger(
s) or other connection device(s) shall be provided
sufficient to support concentrated load(s)
290 lb down and 269 lb up at 23-0-0 on top chord,
and 1544 lb down and 547 lb up at 21-4-
12, and 365 lb down and 119 lb up at 22-11-
4 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others. 9)
In
the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back B) LOAD
CASE(
S) Standard 1)
Dead +
Roof Live (balanced): Lumber Increase=1.
25, Plate Increase=1.25 4 Anhwy
T.
Tombo N!, P.E. o, 0 'A,,! to W" , go tW1o4,A.*n:,kWM1 )hW". r—r4.,
1t'A**,%, 4451 St, Lude, Blvd. 1 FoEtFt34946A01hg.Yf,
toggbo1l1,PJ, hp,06,1- of thi, iumnl, io GRY fo'—s ptoM.W.Aw Ifit-Iten pfwwon fmog A I Roof lmw Arho,YIJ#ggkD1l1,PI,
Job , Truss Truss Type
WRCLG1BL9 B03 Common 3
V1
russes, Wort Pierce, FL 34946, design@altruss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 14:55:19 2018 Page 1
ID:hA3xRN7kH8GY - sQsevncy2zO6np-F2eeTgnzINVparFSzKrcyKTLnHRsKZOZeqmJnnzTlFc
6-5-8 10-0 4-10-21-4?.2-4-,9II - I
0 6 -5-8 4--82-9
1
14-
2-89 6-5-0 -
7
1-0-0 3X6
11 4x4
5X8
10-
8-0 21-4-0 10-
8-0 10-8-0 Plate _
Offsets_(XYj,-,- -3-0 0-0-41, ----3-1-1,0--0-41, [10:0-4-0,0-3- 0 j - 2:6 J13:0 Dead
Load Deft. = 3/16 in 3X6
11 So
LOADING (
psf) i SPACING- 2-0-0 1 CS1. i DEFL. in (loc) I/defl L/d i PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 1 TC 0.41 Ver-t(LL) 0.17 10-13 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.35 10-13 726 240 BCLL
0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL
10.0 Code FBC2017fTP12014 Matt Wind(LL) 0.06 10 999 240 Weight: 96 lb FT = 10% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 SLIDER
Left
2x4 SP No.3 1-6-0, Right
2x4 SP No.3 1-6-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-7-11 oc
pudins. BOT
CHORD Rigid
ceiling directly applied or 2-2-0 oc bracing. MiT4
recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS. (
Ib/size) 2
913/0-3-8 (min, 0-1-8) 8 =
913/0-3-8 (min. 0-1-8) Max
Herz 2 =
86(LC 12) Max
Uplift 2
274(LC 12) 8 =
274(LC 13) Max
Grav 2
913(LC 1) 8
913(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-923/55, 34=-1433/1075, 4-
5=-1 127/850, 5-6=-1 127/850, 6-
7=-1433/1075, 7-8=-923/55 BOTCHORD
2-
10=-832/1271, 8-10=-837/1271 WEBS
5-
10=-394/604, 6-10=-370/444, 4-
10=-370/444 NOTES-
1)
Unbalanced roof live loads have been considered for
this design. 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph TCDL=5,Opsf; BCDL=
5.Opsf; h=25fi; Cat. 11; Exp C; Encl., GCpi=
O, 18; MWFRS (envelope) and C-C Exterior(
2) zone; cantilever left and right exposed end
vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 3)
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 100 lb
uplift at joint(s) except (jt=lb) 2=274, 8=274. LOAD
CASE(S) Standard
11
I'M- 1--14 $rc,*h IiRM,,Al 1W . ft, M N1s101 —, ON M-111 "MARA, 4, RA t',R,-,i r—ek P Amo ,
430-0 k" At), " "'t-W. d 4451
St. Lucie BlVd, tportTercp, Ft. 34946 Antheityll.
A.111 P.1, Rep.docio-f th,steem, is pokibited rAhool the wAw pom4iioo hom A I Roof kpthoodlooilhoil(Pf, Z
Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
WRCLG1BL9 B03GE Common Supported Gable (1 1 ' A0046601I1JobReference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cam Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 1455:20 2618 Page i
ID:hA3xRN7ki18GY_sQsevncy2zOBnp-jEC1 hOob3hdgB?geX1 MrVX?bigOb33uitUV/tJDzTIFb
1-0-0g _10 8-0
f
10 8-0 _..... 1 0 09
4x4 =-
8
5.00 (12 7 9
6 10
5 T1 T1 it
ST5 S. i1.
3x4:.: 4 ST4 ST4 12 3x4.-..
ST3 ST3 133ST2ST2
2 HW1 ST1 ST1 14
1
p
3x4
24 23 22 21 20 19 18 17 16
3x4
5x6 --
21-4-0
21-4-0
Plate Offsets (X,Y) - [2:0-2-3,0-0-41_j14 0 2-3,Q-0-4j,j2Q:0--0,0-3-0j _
I32-0-0LOADING(psf) SPACING- GSL DEFL. in (loc) I/deftj L/d PLATES GRIP
TCLL 20.0 i Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 14 n/r 90 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 14 n/r 80
BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 14 n/a n/a
BCDL 10 0 i Code FBC2017/TPI2014 Matrix-S Weight: 110 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
7) This truss has been designed for a 10.0 psfBOTCHORD2x4SPNo.2
bottom chord live load nonconcurrent with anyOTHERS2x4SPNo.3
other five loads.
SLIDER
Left 2x4 SP No.3 1- 6-7,
8) `This truss has been designed for a live load
Right 2x4 SP No.3 6-7
of 20.Opsf on the bottom chord in all areas where
BRACING- a rectangle 3-6-0 tall by 2-0-0 wide will fit between
TOP CHORD the bottom chord and any other members.
Structural wood sheathing directly applied or 6-0-0 9) Provide mechanical connection (by others) of
oc purlins.
truss to bearing plate capable of withstanding 100
BOT CHORD lb uplift at joint(s) 2, 21, 22, 23, 19, 18, 17, 14
Rigid ceiling directly applied or 10 0-0 oc bracing. except (jt=ib) 24=110, 16==104.
10) Beveled plate or shim required to provide full
REACTIONS. All bearings 21-4-0, bearing surface with truss chord at joint(s) 2.
lb) - Max Herz
2= 86(LC 16)
LOAD CASE(S)
Max Uplift
Standard
All uplift 100 lb or less at joint(s)
2, 21, 22, 23, 19, 18, 17, 14 except
24=-110(LC 12), 16=-104(LC 13)
Max Grav
All reactions 250 lb or less at
joints) 2, 20, 21, 22, 23, 24, 19,
18,17,16,14
FORCES. (lb)
Max. Comp./Max. Ten_ - All forces 250 (lb) or less
except when shown.
TOP CHORD
7-8=-115/271, 8-9=-115/271
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vuit=150mph (3-second gust)
Vasd=116mph; 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) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to
the face), see Standard Industry Gable End Details
as applicable, or consult qualified building designer
as per ANSI/TPI 1.
1) All plates are 1.5x4 MT20 unless otherwise
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7016 k I Raul6a ," Ar.lhent t. TOM40Ill. P.L tq,aduaroe of davmewl.ia and lmm,, pohikaed hAW lho—"'A P"Mm'. tram Abt 10 6.... AA.Y I Nmbo Ill P_t.
Ply IRYAN HOMES/ LARGO v1
WRC - LG1BL9 B 0 4 (CommonI I -
4 1 1 Job Reference (optional)
A0046602
Al Roof -Trusses, fort Pierce, FL 34946, design@a
I
Itruss.c
I
o
I
In Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 14:W212618 Page
ID:hA3xRN7kH8GY sQsevney2zOBnp-BQmPuMpDq?lXp9Pr4lt42IYh947HoTVs58FQrfzTI
10-8-0 t 4--10-9, 21-4-0
1-0-01 6-5-8 -Zi-4 4-2-8 6-5-7
1
C1
4x4
3x6 I i 5X8
Dead Load Defl. = 3116 in
3x4
3x6 11
21-4-0
10-8-0 10-8-0
Plate Offsets (XY)-- t2:0-3-11,0-0-41, _[8:0-3-0,0-4-41, t9i:0-4-0,0-3-
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0.42 Vert(LL) 0.17 9-12 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1125 BC 0.98 Vert(CT) 0.36 9-12 720 240
BCLL 0.0 Rep Stress Incr YES WB 0.23 H.,,(CT) 0.03 8 n/a n/a
BC DL 10.0 Code FBC20 17 /TP1201 4 Matrix -MS Wind(LL) 0.07 9-12 999 240 Weight: 94 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-7-4
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers a - nd
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide._
REACTIONS. (lb/size)
8 = 852/Mechanical
2 915/0-3-8 (min. 0-1-8)
Max Horz
2 = 95(LC 16)
Max Uplift
8 245(LC 13)
2 = 274(LC 12)
Max Grav
8 852(LC 1)
2 915(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-923/52, 3-4=-1436/1081,
4-5=- 1130/856, 5-6=-1 131/857,
6-7=-1440/1084, 7-8=-954/104
BOTCHORD
2-9=-869/1274, 8-9=-874/1280
WEBS
5-9=-4011606, 6-9=-376/449,
4-9=-369/443
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second
gust) Vasd=1 16mph TCDL=5.Opsf;
BCDL=5.Opsf; h=25ii; 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.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 8=245, 2=274.
LOAD CASE(S)
Standard
NN' " M 1.ftr ATTtbcmy T. Tombs 111, P 1,
80083
N t." kw W X0 w o' in W r—" W 0' v 4. W 0— Y'V, .a n'fl W W, A '*-4 Y 1-0 '. I't 1 to— .4 too, 0* lv",lo:w Nlft—
4451 St, Wcjr? Blvd
FciFi "te,,,e, H 34940
oPytjhj - 7016A I Roof lw'6 hrAnyi I.M44111'N' .......... ho. A I Rol 6'" AAlb"y I I.Mbo III P LZt '
IT —
jUu
I I russ Truss Type
WRCLGlBL9 iCJ1 Corner Jack
RYAN V1
A00466031 .
truss.com Run: 8.120 s Nov 12 2017 Print: 6. 1-20--s-N-ov 1- 22017 MiTek Industries, Inc. Thu Apr 5
1
14:5
1
5: - 2 220
1
18 - Page
1
1
ID: IiA3xRN7kH8GY sQsevncy2zOBnp-qcKn6iPsbltNRJ 1eSOJay5wvUiVXzL?Ko9zO6zT[FZ1-0-0 0-11-11
1-0-0 0-1 f__i I
6
3x6 11
LOADING (psf)
TCLL 20.0
SPACING- 2-0-0 CSI. DEFL. in loc) I/den L/d PLATES GRIP
TCDL 10.0
Plate Grip DOL
Lumber DOL
115
1.25
TC 0.17 Vot(LL) 0.00 5 1999 360 MT20 2441190
BCLL 0.0 Rep Stress Incr YES
BC 0.02
WEI 0.00
Vert(CT) 0.00
Horz(CT) -0.00
5
3
999
n1a
240
n/aBCDL10.0 Code FBC2017/1 P12014 MRMatrix Wind(LL) -0.00 5 999 240 Weight: 5 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP 1\10.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 0-11-11
oc pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Mitek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
5 = 150/0-3-8 (min. 0-1-8)
3 10/Mochanical
4 5/Mechanical
Max Herz
5 37(LC 9)
Max Uplift
5 = 88(LC 8)
3 = 10(LC 1
4 5(LC I
Max Grav
5 = 150(LC 1)
3 = 12(LC 8)
4 1 1(LC 3)
FORCES. (lb)
Max. Comp./Max, Ten, - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat, II;Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=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
Ar thony T. TombD:,11' I,( qv- 0'.:w rm ' 0 4 I W'
80083
vj .04 Aflu,u'vq *-- t'44 ' lh 1
naa
4451 St, Lud, Blvd,
ed.Ao,t1ht.t,rIeAptimmilm I toraku III, p (
Fort Pierce, FL 34946
Job ' I Truss Truss Type QtY
I
Ply I RYAN HOMES / LARGO vl
W R - CLGl BL9 - CJ - 1 -- A
I
Corner -Jack
I - - , - ----- -- --- --- ,
6
Job Reference (optional)_
Al Roof Trusses,,Fort Pierce, FL 34946, design@altruss,com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Apo
ID:hA3xRN7kli8GY—sQsevncy2zOBnp-8pu9J2qUMcOE2TZDCAvY7Ad
1-0-0 4 0-11-11--
1-0-0 1
1 1,6
2X4 :--
LOADING psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.2525 TC 0.09 Vert(LL) 0.00 5 999 360
TCDL 10-0 Lumber DOL 1.25 BC 0,01 Vert(CT) 0.00 5 999 180
EICLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 i Matrix -MP Wind(LL) 0.00 5 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2>,,4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 0-11 -11
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
IvIffelk recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 = 8/Mechanical
2 = 130/0-8-0 (min. 0-1-8)
4 1/Mechanical
Max Herz
2 35(1-C 8)
Max Uplift
3 4(LC 12)
2 = 71(LC 8)
4 = I(LC 1)
Max Grav
3 = 8(LC 22)
2 = 130(LC 1)
4 = 13(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=l 50mph (3-second gust)
Vasd=1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h= 1 5ft:
Cat, 11; Exp C; Encl., GCpi=0,18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed; porch
left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1 60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) * This truss has been designed for a live load of
20,Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
A0046604
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 10%
g I
FY
hn"nm rhnrl —ri anv nthar mr rnham
41
1-4 441 kslfo P-W-1 W AA—tNl I'll )"Ir N-14 f(IT w* WWI 1-- 42, F k 161 ... lww—' W aor-u a" IN
log "p"W, . -luo'd r. k"""q 1, owl'i IM .0 W to$ 1 An"hony T, Tomho ij% )1
z 810083
er U'r, ' =W' kr .11 'C W. r. IM 'It t. VW.1 .1 rl"- Am 4,164 (.#.w WIt ll WWA —0-1 1..* F4., W; w., 1, AW14 1m11 .4 *.1 e *11 1— )"4o fw— 4451 St. Lunc Blvd. id.
4 1 4,f ort
P:eicp, Fl, 34}46 olynim
0 70io A I Roof Ilosm Jlothoy 1, Toto III, PJ' Rellfodoom of lhq 40(mm"A 40y lorm,,i phlilded .,Ihol tht 4uoo,o pe.m iop ["MA I Roof lfow'
Jots Trus s Truss TypeI
WRCLG1BL9 __[CJ2 Corner Jack
R - -- ----- Trusses, Fort Pierce, FL 34946, design@altrs.comARooft - Rur
4
120 s Nov 12 2017 Print: 8.120 Is IS
ID:hA3xRN7kH8GY sQ;
1-5-11
2x4
1__
RYAN HOMES / LARGO v1
Job Reference (optional)
12 2017 MiTek Industries, Inc, Thu Apt
0-3-4 1-5-11
LOADING Pso SPACING- 2-0-0 CS1. D EFL. in (loc) I/deff Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 7 999 360
TCDL 10,0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 7 999 240
BCLL 0.0 Rep Stress fincr YES WEI 0.00 Horz(CT) 0,00 4 n/a n1a
BCDL 10.0 Code FBC2017/-FP12014 Matrix -MP Wind(LL) 0.00 7 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No,2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 1-5-11
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that -Stabilizers an
I
d
I 1 -1
1
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 25/Mechanical
4 = 13/Mechanical
2 139/0-3-8 (min, 0-1-8)
Max Herz
2 = 43(LC 8)
Max Uplift
3 -15(LC 9)
4 -13(LC 9)
2 -109(LC 8)
Max Grav
3 = 25(LC 1
4 = 21 (LC 3)
2 = 139(LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less
except when shown,
NOTES-
1) Wind: ASCE 7-10; VuIt=1 50mph (3-second gust)
Vasd=l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left 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
hn"nm rhnr(i Anrl nn\i nthAr -mhpm
A00466051
42M Page 1
rlo6U4S—zTIFX
PLATES GRIP
MT20 244/190
Weight: 6 lb FT = 10%
An,honv I. I pr;bo IT, P) EV, I 'k "'t.W. 0 N. 9. t o' to whet, ot"M »x0 (N IV, 1, V, W Im Nte k"4.;:* W M i A, 0 N M W - IM 0 1, kN 4 V'W-)*W. W e,-? M, 4;
4451
St. Woe Blvd. Fott
Defce, Ft 34946 Repiodwim
of th kumept. -- AQY tow 11 P'4000 withoutthe written pelmmia lim A I loef lmw Aqthn,I,Tombo1I0['
Job " Truss I russ Type
WRCLGIBL9 CJ3 Crner-Jack
truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 14:55:24 2018 Page 1
ID:hA3xRN7kH8GY-sQsevncy2zOBnp-c?SXWNr67w85gd8QmtRnfNAF-aiNe?trlo6U4S-zTIFX
1-0-0 2-11-1
1-0-0- 2-11-11
2-11-11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Well L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1,25 TC 0.22 Vert(LL) 0.00 4-5 999 360 MT20 244/190
TCDL 10,0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-5 999 240
BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 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 2-11 -11
oc pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
miTek - recommends t' hat Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
5 194/0-3-8 (min- 0-1-8)
3 = 69/Mechanical
4 28/Mechanical
Max Horz
5 = 69(LC 12)
Max Uplift
5 = 72(LC 8)
3 57(LC 12)
Max Grav
5 = 194(LC 1)
3 = 69(LC 1)
4 51 (LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-5=-166/258
NOTES-
1) Wind: ASCE 7-10; Vult=l 50mph (3-second gust)
Vasd=1 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
rs-tanMo 3-A-n Intl hNi 9-n-n -41n will fit hh..Pn thp
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 5, 3.
LOAD CASE(S)
Standard
Wep'w' -vw' 0 t" Pt—W .1—M "'W"" I N ("r 9Ne lapel"n tpm4 . *;K W, .4a T' I hl t"P -W- We; Anthmy T. I omb,) 17, ;) E
tm"j,w IMI eft. W k.ro* »0 Z 80083
It 1 nat 11: 1411f. i"" tsanx *Tna 4451 St. Lucie Blvd.
F,,),t Pierce, rt. ',,V46 ap
yr,lim 0 10 16 A 160 1, 0 Anthosy 1. Tombo 1111`1 Rrpm4yame of fh's kumcnt"n oqy Imm"s pf*baed Aw the pew'sio I'm A I Rof Im s
WRCLGlBL9 I CJ4
Al Roof Trusses,
I
Truss Type Qty- Ply RYAN Hows-ii LARGO vi
Corner Jack 4 A0046607
nalit'rs: - - Run: lJob,
Reference loptio I m§4k esign6aus com n. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2617 MiTek Industries, Inc. Thu Apr 5 14:55:25 2018Page 1 ID:
hA3xRN7kH8GY sQsevncy2zOBnp-4B?wkjskuDGylmjcJayOCbiQihgSkK5ROmDd?RzT[FW 1
0-0 2x4 -
LOADING (
pso SPACING- 2-0-0 Csl. DFFL, in loc) I/deft L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0,19 I Vert(LL) 0.02 4-7 999 240 TCDL
10,0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.01 4-7 999 240 EICLL
0,0 Rep Stress Incr YES WEI 0.00 Horz(CT) 0.00 3 n/a n/a BCDL
10.0 Code FBC2017ITP12014 Matrix -MP 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. M
I Tek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS, (
lb/size) 3
83/Mechanical 4
44/Mechanical 2 =
205/0-3-8 (min. 0-1-8) Max
Herz 2
71 (LC 8) Max
Uplift 3 =
54(LC 8) 4
36(LC 8) 2
145(LC 8) Max
Grav 3
83(LC 1 4
60(LC 3) 2 =
205(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown, NOTES-
1)
Wind: ASCE 7-10; Vult=l 50mph (3-second gust) Vasd=
l 16mph; TCDL=5,Opsf,- BCDL=5.Opsf; h=15ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS envelope)
and C-C Extenor(2) zone; cantilever left and
right exposed ; end vertical left exposed; 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 rtnnnlo, '
A-r,-n fAII by '.>_n_n w0. will fit hi,ho-n the, 5)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb
uplift at joint(s) 3, 4 except Ot=lb) 2=145, LOAD
CASE(S) Standard
PLATES
GRIP MT20
2441190 Weight:
12 lb FT = 10% 41
70 An"irmy T. lombo lt:' .1 t- 1"yp 9*n' , Wf o V 4", .1.0, k'*, "1'0*. W 4.1.1 *g 4 "'"qi. 0 4451
St. Lucie Blvd. Fort
Pierce, VL 349e.6 ArilkQAyLTombollLP.f, ktpodoliop 4(th,, jo(umot,o.ey lotm, pohib'led wilie.1 the -n "pomwoo ham I Roof lmiel
Job , Truss Truss Type uty Ply RYAN HOMES I LARGO V1
WRCLGIBL9 CJ5 Corner Jack 6 1
A0046608
truss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 14:55:25 2018 Page 1
ID:hA3xRN7kH8GY - sQsevncy2zOBnp-4B?wkjskuDGylmicJayOCbiLmhewkK5ROmDd?RzTIFW
0 4-11-11
Y 4-11-11
4x6 1]
LOADING (psf) SPACING- 2-0-0 CSL
TCLL 2110 Plate Grip DOL 1.25 TC 0.57
TCDL 10.0 Lumber DOL 1.25 BC 036
BCLL 0.0 Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC2017fTP12014 Matnx-MR
LUMBER -
TOP flUnl=in 0 A CC) KI 0
4-11-11
4-11-11
DEFL. in loc) I/defi L/d
Vert(LL) 0.02 4-5 999 360
Vert(CT) 0.05 4-5 999 240
Horz(CT) 1102 3 n/a n/a
Wind(LL) 0.04 4-5 999 240
x 0.
5) Provide mechanical connection (by others) ofBOTCHORD2x4SIPNo.2
truss to bearing plate capable of withstanding 100WEBS2x4SPNo.3
lb uplift at joint(s) 5, 3. BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11 -11 LOAD CASE(S)
oc purlins, except end verticals. Standard
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Mlfek -recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide,
REACTIONS. (lb/size)
5 268/0-3-8 (min. 0-1-8)
3 = 127/Mechanical
4 55/Mechanical
Max Herz
5 = 109(LC 12)
Max Uplift
5 = 77(LC 8)
3 98(LC 12)
Max Grav
5 = 268(LC 1)
3 = 127(LC 1)
4 89(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-5=-228/343
NOTES-
1) Wind: ASCE 7-10; 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 & MWIFIRS 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
90 nnqf nn tho hnttnm rhnrei in All nrpAq -hprp A
PLATES GRIP
MT20 244/190
Weight: 17 lb FT = 10%
1,W4,ti to-4w,"w—,
0"t" f" win ..Mw, 0 N rs.'Mo r. ft'j, or. " N,' fto',! wAe IM h ak Iq Anthony T1. Tombo !I!, R.C.
azA 0 1, 1 " V m talks is f. espasrftlm 0 ,, 1— N 0..", "o, 1" 1.4" otxipr . V* :ex+. 0 W K 1, V W U Wo W4,4:0, W W I I, Nrseo atoW.O." ok'T "m4 -41 W W - -c s-4 S " 15""" 0 Z 80083
P N Twi "0'. pm-* ro., 0 M Won (" "Ow W"'". 4451 St. Lucie Blvd.
Nilj!iu"' 0,0w"ol—rof," 'oft Oieice, it 34946
A.11toftyl, 1.40 111, R.I. Reploo.cioo ollhis iii(ment, so ontlorm,isprohlbikd.ithntthe."llo powsion t,emA-1 got hmes Aothityl,lombollljf,
Mel uty
11"
Y
JRYAN
HOMES/ LARGO v1
WRCLGIBL9 E 01 Half Hip Girder 1
Al R lob Reference (optional) Roof Trusses, Fort Pierce, FL 34946, design@a1truss:com _Wun: 8AM s Nov Q 2017 Print-8.120 s Nov 12 2017 MiTek Industries, stries. Inc. Thu Apr 5 14:55:
IDhA3xRN7kH8GY-sQsevncy2zOBnp-YOZlx3sMfXOpvwlotITFloFYi5_dTh 71-
0-0 8-8-0 1-6-0 3-0-0 5 1 -
8
1 -
0
4x4 -
1.
5x4 11 A00466091 ,
2x4 :
3-
070 8-8-0 3-
0-0 5-8-6 PlateOffsets (X,Y)-- [4:071-1270-2-121 1 LOADING (pso
SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 5-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0,07 5-6 999 240 BCLL 0.
0 Rep Stress Inca 0 WB OA2 Horz(CT) 0.01 11 n/a n/a BCD IL -
1
1
1
0.
0
Code FBC 2017 fT-PI21014 Matrix -MP Weight: 39 lb FT = 10% LUMBER - TOP
CHORD
2x4 SP No,2 BOT CHORD
2x4 SIP No.2 WEBS 2x4
SP No,3 OTHERS 2x4
SP No.3 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 6-0-0 oc; purlins,
except end verticals. BOTCHORD Rigid
ceiling
directly applied or 8-5-13 or- bracing. Mifek recommends
that Stabilizers and required cross
bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/
size) 2 = 462/
0-8-0 (min. 0-1-8) 11 377/
0-3-8 (min. 0-1-8) Max Herz
2 69(
LC 8) Max Uplift
2 = 297(
LC 4) 11 259(
LC 4) Max Grav
2 462(
LC 1) 11 377(
LC 1) FORCES. (lb)
Max. Comp./
Max, Ten. - All forces 250 (lb) or less except when
shown. TOP CHORD
2-3=-
750/506, 3-12=-670/484, 12-13=-
670/484, 4-13=-670/484 BOT CHORD
2-6=-
477/663 WEBS 4-
6=-
347/460, 4-11 =-426/290 NOTES- 1)
Unbalanced
roof live loads have been considered for this
design, 2) Wind:
ASCE 7-10; V(jlt=150mph (3-second gust) Vasd=1
16mph; TCDL=5-Opsf, BCDL=5,Opsf; h=15ft; Cat. 11:
Exp C; Encl., GCpi=0-18; MWFRS envelope); cantilever
left and right exposed; end vertical left
exposed, porch left exposed; Lumber nc)i =
1 An niptA rwrin nOl =I An 4) This
truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live
loads. 5) * This
truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 6) Bearing
at joint(s) 11 considers parallel to grain value using
ANSIITPI I angle to grain formula. Building designer
should verify capacity of bearing surface. 7)
Provide
mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift
at joint(s) except Ot=lb) 2=297, 11 =2% 8) Hanger(
s) or other connection device(s) shall be provided
sufficient to support concentrated load(s)
93 lb down and 119 lb up at 3-0-0, and 39 lb down
and 47 lb up at 5-0-12, and 39 lb down and 47
lb up at 7-0-12 on top chord, and 52 lb down and
110 lb up at 3-0-0, and 21 lb down and 45 lb
up at 5-0-12, and 21 lb down and 45 lb up at 7-
0-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
9) In
the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back B), LOAD
CASE(
S) Standard 1)
Dead +
Roof Live (balanced): Lumber Increase=1.
25, Plate Increase=1.25 Uniform Loads (
plo Vert: 1-
3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (
lb) Vert: 3=-
26(F) 6=41 1fl 12=-1 1 (F) 13=-1 I(F) 14=-17(
F) 15=-17(F) An'tiony
1, Toinbo ill, x,f 440'" Wa80083
4451 S(,
kXV2 Blvd, lope6amp of
06 imment, i Q.Y f0m, t, PONled .4hol the ,iftn pew ven hom A-1 Re.j jr",tA ih 0 k FC)a D,
em% fi- 4946 Zt *"" '^"" 0, 1, 1 . 0 111, pj.
Ply IRYAN HOMES /LARGO v1
WRCLG1 BL9 F01
I
Hip Girder 1
1 A0046610
I- - --11 -1 1-, - , '', , - - - - - -- -J -- -- 11, Job Reference (optional)
Al Roof Trusses, fort Pierce, FL 34946, design@al truss.corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 14:WV 2018 Page
ID: hA3xRN7kH8GY_sQsevncy2zOBnp-Oa7g9Pt - QrWgX4s?R?_UHOoggVECCCZkU3ik3JzTlf
1-0-0 5-6-0 - - i - 118-6-0 _ __ __ _ _ ___ 1
14-0-0 15-0-0
1--o-b 5-C6 3-6-6 5-6-0 1-6-0
Dead Load Deft. = 1/16 in
I
3x4 -- 1 5x4 11 1.5x4 i 3x4
5-6-0
1
13-8-12 ij-CO _
3-4 5-2-12 3-0-0 5-2-12 324
LOADING (psf) SPACING- 2-0-0
TCLL 20,0 Plate Grip DOL 1.25
TCDL 10,0 Lumber DOL L25
BCLL 0,0 Rep Stress Iner NO
BCOL 10.0 Code FBC2017fTP12014
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 3A-0
oc purfins.
BOT CHORD
Rigid ceiling directly applied or 4-7-11 oc bracing.
MiTek recommends that Stabilizersand- I required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation
guide. REACTIONS, (
lb/size) 2
1012/0-3-8 (min.0-1-8) 5
1012/0-3-8 (min.0-1-8) Max
Herz 2 =
35(LC 31) Max
Uplift 2 =
723(LC 4) 5
723(LC 5) Max
Grav 2
10112(LC 1) 5
1012(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (1h) or less except
when shown. TOP
CHORD 2-
3=-2336/1651, 3-15=-2204/1604, 4-
15=-2204/1604, 4-5=-2336/1650 BOT
CHORD 2-
8=- 1520/2184, 8-16=- 1536/2204, 7-
16=-1536/2204, 5-7=-1519/2184 WEBS
3-
8=-226/340, 4-7=-226/340 NOTES-
1)
Unbalanced roof live loads have been considered for
this design, 2)
Wind: ASCE 7- 10; Vult= 1 50mph (3-second gust) Vasd=
I 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h= 1 5ft; Cat,
11; Exp C; End,, GCpi=0.18; MWFRS envelope),
cantilever left and right exposed ; end vertical
left exposed, porch left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60 CS1.
DEFL. in loc) I/deft L/d TC
0,55 Vert(LL) 0.16 8-11 999 240 BC
0.76 Vert(CT) 0.18 8-11 931 240 WEI
0.13 Horz(CT) 0.04 5 n/a n/a Matrix -
MS I 5) *
This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members. 6)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb
uplift at joint(s) except (jt=lb) 2=723, 5=723. 7)
Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(
s) 240 lb down and 250 lb up at 5-6-0, and 80
lb down and 104 lb up at 7-0-0, and 240 lb down
and 250 lb up at 8-6-0 on top chord, and 144
lb down and 204 lb up at 5-6-0, and 59 lb down
and 82 lb up at 7-0-0, and 144 lb down and 204
lb up at 8-5-4 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, 9-12=-20 Concentrated
Loads (lb) Vert:
3=-193(B) 4=-193(B) 8=-133(B) 7----133(B) 15=-
80(6) 16=-52(6) PLATES
GRIP MT20
244/190 Weight:
51 lb FT = 10% It'
i Prm/iria A(ipn—ta eiminn— in nrpvant wAtpr 41
Tea"
It— III -of "'. I* -I I 1W 111,W '. 5M[r; 03k, aw 4 (-Vilm (19 3K "KIT: V"CMAW I., wadi kup "t eats 1, —4 jW, W I, Ali., I t t td— skw 4, got, . 100 r. 100.4 Mill,
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Job TrussTruss Type
WRCLG1BL9 F02 CommonI
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss,com
1-0-0 , 7-0-0
Ply WYAN Hows i LAlkisio vi- -
AO
1
046611
Job Reference (optional)
8.120 S Nov 12 2617 Print 8.120 s Nov 122
1
017 , M , i - Tek , Industries,, Inc. Thu _ Apr 5 14:W28 M8 Page 1
ID: hA3xRN7kH8GY-sQsevncy2zOBnp-Umh2MlucA8eX9ERB?jViqDKnLvoixquuijzVDmz I it- I
14-0-0 ---- ---- 1570-0
7-0-0 1-0-0
Dead Load Defl. = t116 in
4x6
3
3x4 I.5x4 i; 3x4
7-0-0
12
LOADING (pso I SPACING- 2 0 CS1. DEFL. in loc) I/deff L/d
TCLL 20,0 Plate Grip DOL 1.25 TC 0,81 Vert(LL) 0.23 6-12 721 240
TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0. 17 6-9 988 240
BCLL 0,0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.02 4 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No,2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-7
oc purlins.
BOT CHORD
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 100
lb uplift at joint(s) except (jt=lb) 2=406, 4=406,
Rigid ceiling directly applied or 3-11-5 oc bracing,
Mi flek recommends that Stabilizers and - 'I LOAD CASE(S)
required cross bracing be installed during truss ii Standard
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
2 = 620/0-3-8 (min, 0-1-8)
4 620/0-3-8 (min. 0-1-8)
Max Horz
2 -43(LC 17)
Max Uplift
2 -406(LC 8)
4 =-406(LC 9)
Max Grav
2 620(LC 1)
4 620(LC 1)
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1050/1741, 3-4=-1050/1741
BOT CHORD
2-6=-1537/957, 4-6=-1537/957
WEBS
3-6=-628/326
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5,Opsf; BCDL=5.Opsf; h=15ft:
Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed; porch
left and right exposed;C-C for members and forces
MWFRS for reactions shown; Lumber DOL= 1 .60
nInt. nrin not =i An
PLATES GRIP
MT20 244/190
Weight: 49 lb FT = 10%
0
c?
Ajn'hony T. Tombo Jm
faw"! 9 $1083
44,51 St, Lucie Blvd,
e , _' " Fort FI, 349416, Qpprjhl C) 7016 A I toot I-m tepmoo(tion .1 this dotomeorm any let.,., pohNieri .6ov, the -ne, permission hom A I 9"f Irow, Arth— Zi """ """" , V lomho
Job - Truss Truss Typ
WRCLG1BL9 FG02 FLOOR
RYAN HOMES / LARGO v1
1 Roof Trusses, Fort Pierce, FL 34946,design@altruss.com Run: 8.120s Nov 12 2017 Print: 8.120 s Nov 122017 MiTek Industries, Inc. Thu Apr 5 14:55:292018 Page I
ID:hA3xRN7kH8GY-sQsevncy2zOBnp-yzFQa5vFxSmOmOONYQ0yMRtwoJvEgxllxNBr8CzTIFS
2-5-4 4-6-12 6-8-4 8-7-8 11-6-0 13-54 15-6-12 17-4-4 20-1-8
2-5-4 - - ' 2-1--l§ Z-1 --8 1-101-4 2:4164 1-11-4 2-1-8 2-1-8 2-5-4
3x12 - 1,5x4 11 4xl0 L5x4 11 3x4
Dead Load De& = 1/4 in
3x4 - 1.5x4 11 6X8 1,5x4 11 302 :-
3 7 8 9 10
3x8 11 4x12 7x10 MTMHS=- 4x8 2x4 11 2x4 11 4x8 :-- 2x4 11 4x12 --- 4x6 11
2-5-9 4-6-12 6-8-4 8-11-12 11-6-0 13-3-13 15-6-12 17-8-4 20-1-8
2-5-9 2- 1-3 2-1-8 2-3-7 1-9_-1 3 2-2- 1 2-1-8 2-514
Plate Offsets,QV)--Af,P73 112:0-3-4,P-2-0], t18:0-5-0,04-81t 19-:0-5-4,0-2-01
LOADING (Psf) SPACING- 2-0-0 C S1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0,96 Vert(LL) 0.63 15-16 376 360 MT20 244/190
TCDL 10,0 Lumber DOL 1.00 BC 0.78 Vert(CT) 0.85 15-16 276 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES I WB 0.88 Horz(CT) 0,08 11 n/a n/a
BCOL 5,0 Code FBC2017ITP12014
i
Matrix -MS Weight: 326 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 "Except*
Wi: 2x6 SP No,2, W2:2x4 SP N0.42
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc; bracing,
REACTIONS. (lb/size)
20 562110-5-0 (min, 0-1-9)
11 = 4993/0-3-8 (min. 0-1-8)
Max Grav
20 5621 (LC 1)
11 = 4993(LC 1)
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-20=-3983/0, 1-2=-9654/0,
2-3=-9654/0, 3-4=-22148/0,
4-5=-22148/0, 5-6=-25536/0,
6-7=-22039/0, 7-8=-22039/0,
8-9=-9577/0, 9-10=-9577/0,
10-1 1=-3915/0
BOT CHORD
19-20=0/1022, 18-19=0/18196,
18-21=0/18090, 17-21=0/18090, 17-22=0/
25536, 16-22=0/25536, 16-23=0125536,
15-23=0/25536, 15-24=0/
25536, 14-24=0/25536, 14-25=0/
1 8188, 13-25=0/1 8188, 13-26=0/
18068, 12-26=0/18068, 12-27=0/
1080, 11-27=0/1080 WEBS 1-19=
0/
9378, 3-19=-933610, 3-18=0/
1587, 3-17=0/4435, 5-17=-4087/
0, 5-16=0/1491, 6-15=0/
1543, 6-14=-4205/0, 8-14=0/
4189, 8-13=0/1 798, 8-12=-9327/
0, 10-12=0/9231 NOTES- 1) 3-
ply
truss to be connected together with 10d 0. 13 1"
x3l") nails as follows: Top chords connected
as follows: 2x6 - 2 rows staggered at 0-
9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected
as follows: 2x6 - 2 rows staggered at 0-
7-0 oc. Webs connected as
follows: 2x4 - 1 row at 0-9-0 oc. 2) All
loads
are considered equally applied to all plies, except if
noted as front (F) or back (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) Unbalanced
floor
live loads have been considered for this
design. 4) All plates
are MT20 plates unless otherwise indicated, 5) Recommend
2x6
strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d (
0,131" X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means.
6) Hanger(s)
or other connection device(s) shall be provided sufficient
to support concentrated load(s) 848
lb down at 0-2-12, 845 lb down at 2-6-4,
845 lb down at 4-6-4, 845 lb down at 6-3-12,
845 lb down at 8-3-12, 845 lb down at 10-3-12,
845 lb down at 12-3-12, 845 lb down at 14-3-12,
and 845 lb down at 16-3-12, and 845 lb down at 18-
3-12 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others. LOAD CASE(S)
Standard 1) Dead +
Floor
Live (balanced): Lumber Increase=1.00,
Plate lnr-rease=1.00 Uniform Loads (pin
Vert: 1-10=-
100, 11-20=-10 Concentrated Loads (lb)
Vert: 20=-848(
F) 19=-845(F) 18=-845(F) 21 =-845(F)
22=-845(F) 23=-845(F) 24=-845(F) 25=-845(F)
26=-845(F) 27=-845(F) 4 Amhoi,y
11
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Af"" " IC . T N kO N$, . tn.r .W ' WI 1 Fwt loce, FL -34446 Pajhlo 7016A I
bollmsts hfkuyl. I.Mb. 111, N. Rep,040(t"t f M, immmi. moi, Sw 1 lifohNIH *44VI the Ieoflw'e kothonyl Imbill, Pf,
RYAN HOMES / LARGO v1
WRCLG16L9 FG03 FLAT GIRDER A004661311,21Xi-Roof Trusses, - Fort Pierce, FL 34946,design@altruss.com Rumfl.120 _40 Reference (optional)
s 12 2017 Print: .120 s Nov 12 2017 MiTek industries, Inc, Thu Apr 5 14:55:30 268 Page -1
ID:hA3xRN7kH8GY-sQsevncy2zOBnp-RgppnRvtimuFOYbZ68XBveQ4yiGIPRWAAly.0gezTIFR
2- 4-10-4 7-1-8 9-3-0 9-402 14-0-15 -2-8NN- 1-11-12 2-5-0 - 2-3-4 2-1-8 6-V12 _
1
2
1 - _
4-14
18 21
2-3-4 2-34 2-3-4 2-7 6
4x6 - 3x6
7x 10 MT20HS - -
2-5-4 - _ , 4-10-4 7-1-8
117-12 2-5-0 1, 2-3-4
19:OA-
2x4 11
2x4 11
9-4-12 . 11-9-11
3x6 -
Dead Load Dell. = 112 in
3x6 4x6
4-0-15 16-4-3 18-7-8 21-2-8
2-34 2-3-4 --- 2-3-4 2-7-0
LOADING (psf) SPACING- 2-0-0 1 CS1. DEFL. in (loc) Well Ltd
TCLL 20.0 Plate Grip DOL 1.00 TC 0L99 Vert(LL) 0.32 16-17 769 360
TCDL 10.0 Lumber DOL 1.00 BC 077 Vert(CT) 0,8516-17 292 240
BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT) 0.09 12 n/a n/a
BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 023 16-17 999 240
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x6 SP 2400F 2,OE
WEBS 2x4 SP No.3 *Except*
Wl: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-7-8
oc, purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc; bracing.
REACTIONS. (lb/size)
21 2554/0-7-4 (min. 0-1-8)
12 2554/0-7-4 (min. 0-1-8)
Max Herz
21 -48(LC 6)
Max Grav
21 3005(LC 2)
12 3005(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-21 =-358/0, 1-2=-68410,
2-22=-6229/0, 3-22=-622910,
3-4=-11513/0,4-23=-14241/0, 5-
23=-14241/0,5-24=-1606210, 6-
24=-1606210, 6-25=- 1420410, 7-25=-
1 4204/0, 7-8=- 11038/0, 8-9=-
1 103810, 9-26=-620410, 10-26=-
6204/0, 10-11 =-66410, 11-12=-
347/0 BOTCHORD 20-
21 =
0/6229, 20-27=0/10985, 19-27=
0/10985, 18-19=0/14241, 18-28=
0/16062, 17-28=0116062, 17-29=0/16062,
16-29=0/16062, 16-30=0/16062,
15-30=0/16062, 14-15=0/14204,
14-31 =0/1 1038, 13-31 =0/1
1038, 12-13=016204 WEBS 5-18=1970/
0,
2-21 =-5968/0, 4-18=01714, 2-20=
011678, 4-1 9=-3037/0,
3-20=-5146/0, 3-19=011493, 10-12=-
5962/0, WEBS 5-18=- 1970/0,
2-
2 1 =-5968/0, 4-18=0/714, 2-
20=0/1678, 4-19=-3037/0, 3-
20=-514610, 3-19=0/1493, 10-
12=-5962/0, 6-15=-2010/0, 10-
13=0/1676, 7-15=0/719, 9-
13=-5230/0, 7-14=-3425/0, 9-
14=0/1 391 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 - 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 -
1 row at 0-9-0 oc. 2) All loads are
considered
equally applied to all plies, except if noted as
front (F) or back (B) face in the LOAD CASE(S)
section, Ply to ply connections have been provided to
distribute only loads noted as (F) or (
6), unless otherwise indicated. 3) Wind: ASCE 7-
10;
Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=
5.Opsf; BCDL=5,Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0,18; MWFRS (envelope);
cantilever left and right exposed ; end vertical
left and right exposed; Lumber DOL= 1 .60
plate grip DOL= 1.60 4) Provide adequate drainage to
prevent water pending. 5) All plates are
MT20
plates unless otherwise indicated, 6) All plates are
3x4
MT20 unless otherwise indicated. 7) This truss has
been
designed for a 10,0 psf bottom chord live load nonconcurrent
with any other live loads, 8) * This
truss has been
designed for a live load of 20.Opsf on the
bottom chord in all areas where a rectangle 3-6-0
tall by 2-0-0 wide will fit between the bottom chord and any
other members. 9) Load case(s) 2,
14, 15, 16, 17, 18 has/have been modified. Building designer must
review loads to verifv that thev
are correct for the PLATES GRIP MT20 244/190
MT20HS 187/
143 Weight:2301b
FT=10% 10)
Hanger(s) or other
connection device(s) shall be provided sufficient to support
concentrated load(s) 11 lb down
and 29 lb up at 2-5-4, 7 lb down and 21 lb up
at 3-0-0, 7 lb down and 21 lb up at 5-0-0,
7 lb down and 21 lb up at 7-0-0, 7 lb down and 21 lb up
at 9-0-0, 7 lb down and 21 lb up at 10-7-4,
7 lb down and 21 lb up at 12-2-8, 7 lb down and 21 lb
up at 14-2-8, 7 lb down and 21 lb up at 16-2-
8, and 7 lb down and 21 lb up at 18-2-8, and 11
lb down and 29 lb up at 18-9-4 on top chord, and 10 lb
down at 2-5-4, 9 lb down at 3-0-0, 9 lb
down at 5-0-0, 9 lb down at 7-0-0, 9 lb down at 9-0-0,
9 lb down at 10-7-4, 9 lb down at 12-2-8, 9 lb
down at 14-2-8, 9 lb down at 16-2-8, and 9 lb down at
18-2-8, and 10 lb down at 18-9-4 on bottom
chord. The design/selection of such connection device(s) is
the responsibility of others. LOAD CASE(S) Standard
1)
Dead + Roof Live (
balanced):
Lumber lncrease=1.00, Plate lncrease=
1,00 Uniform Loads (plf) Vert: 12-
21=-20 Concentrated
Loads (lb) Vert: 8=-
2(B) 18=-
9(B) 2=-3(8) 4=-2(B) 20=-10(p) 19=-9(
B) 3=-2(B) 10=-3(B) 15=-9(B) 13=-10(B) 7=-2(
B) 14=-9(B) 22=-2(B) 23=-2(B) 24=-2(B) 25=-2(
B) 26=-2(B) 27=-9(B) 28=-9(B) 29=-9(6) 30=-9(
6) 31=-9(B) Trapezoidal Loads (plf) Vert: 1=-
185-to-24=-
255, 24=-255-to-11=-185 2) Dead + 0-75 Roof
Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00,
Plate Increase=1.00 Uniform Loads (
plf) Vert:12-
21 =-20 Concentrated
Loads (lb) Vert: 8=-
2(B) 18=-
8(B) 2=-3(B) 4=-2(B) 20=-8(B) 19=-8(B) 3=-2(
B) 1 0=-3(B) 15=-8(B) 13=-8(B) 7=-2(B) 14=-8(
B) 22=-2(B) 23=-2(B) 24=-2(B) 25=-2(B) 26=-2(
B) 27=-8(B) 28=-8(6) 29=-8(6) 30=-8(B) 31 =-8(
B) Trapezoidal Loads (plf) eit- 0
th pel oug "
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Job . Truss Truss Type Qty Ply RYAN HOMES / LARGO V1
A0046613
WRCLG1BL9 FG03 FLAT GIRDER 1 2 Job Reference (ODtional)
At Roof Trusses,,FoFt Pierce, FL 34946, design@Daltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 14:55:30 2
ID:hA3xRN7kH8GY—sQsevncy2zOBnp-R9ppnRvtimuFOYbZ68XBveQ4yiGIPRWAA
LOAD CASES)
Standard
Uniform Loads (plf)
Vert: 12-21=-20
Concentrated Loads (1b)
Vert: 8=-2(B) 18=-3(B) 2=-3(B) 4=-2(B) 20=-3(B)
19=-3(6) 3=-2(8) 10=-3(B) 15=-3(B) 13=-3(B)
7=-2(B) 14=-3(B) 22=-2(B) 23=-2(B) 24=-2(B)
25=-2(B) 26=-2(B) 27=-3(B) 28=-3(B) 29=-3(B)
30=-3(8) 31 =-3(6)
Trapezoidal Loads (plf)
Vert: 1 =-220-to-24=-255, 24=-255-to-11 =-220 15)
Dead + 0.75 Roof Live (bat.) + 0,75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=
1,60, Plate Inr-rease=1.60 Uniform
Loads (plf) Vert:
12-21=-20 Herz:
1-21 =31, 11-12=8 Concentrated
Loads (lb) Vert:
8= 1 6(B) 2=21 (B) 4= 1 6(B) 3= 1 6(B) 1
0=21 (B) 7= 1 6(B) 22= 1 6(B) 23= 16(6) 24= 1 6(B) 25=
16(B) 26=16(B) Trapezoidal
Loads (plf) Vert:
1=-170-to-24=-259,24=-259-to-11=-170 16)
Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) Right): Lumber tncrease=
1.60, Plate Increase=1.60 Uniform
Loads (pin Vert:
12-21=-20 Horz:
1-21=-8, 11-12=-31 Concentrated
Loads (lb) Vert:
8=16(B) 2=21(B) 4=16(B) 3=16(B) 10=
21(B) 7=16(B) 22=16(6) 23=16(B) 24=16(B) 25=
16(6) 26= 16(8) Trapezoidal
Loads (plf) Vert:
1=-167-to-24=-235,24,--235-to-11=-167 17)
Dead + 0.75 Roof Live (bat.) + 0.75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber
Increase= 1,60, Plate Increase= 1.60 Uniform
Loads (plf) Vert:
12-21=-20 Horz:
1-21 =24, 11-12=5 Concentrated
Loads (lb) Vert:
8=16(B) 2=21(6) 4=16(B) 3=16(B) 10=
21(B) 7=16(B) 22=16(B) 23=16(B) 24=16(B) 25=
1 6(B) 26= 1 6(B) Trapezoidal
Loads (plf) Vert:
1 =-1 70-to-24=-252, 24=-252-to-1 1 =- 170 18)
Dead + 0,75 Roof Live (bat.) + 0.75 Attic Floor + 0.
75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber
Increase=1.60, Plate Increase=1.60 Uniform
Loads (plf) Vert:
12-21=-20 Herz:
1-21 =-5, 11-12=-24 Concentrated
Loads (lb) Vert:
8=16(B) 2=21(B) 4=16(B) 3=16(B) 10=
21(B) 7=16(B) 22=16(B) 23=16(B) 24=16(B) 25=
1 6(B) 26= 1 6(B) Trapezoidal
Loads (plf) Vert:
1=-167-to-24=-235, 24=-235-to-1 1=-167 41
001"
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10,211 l,,-"W",P,,:Ai,Ot l,,i(l't. 1451 9, tucv, Blvd, hof
k, 0 fer, 1— N"' 'V- , W "k, kf; hj. " 1, t— V- 0 f Won 91'41 "4 Fo,t oece, F L 34946 opf,tRibi
E, 7016 A I Roof Lesser Amilmer, I . tomb, III P1 kep'.6(tiom of 1w, kolitni'm my lot., " P'*Med rtAw the -ttem re,wwon fion A I Roof he ... & Afttimn, 1. Combo 111, P I,
Job Tnuss Truss type Qry Ply , RYAN HOMES / LARGO -vi
WRCLG1 131-9 FL09 Floor , 41 " Jcsb Reference (optional)
A0046614
I I111 - 111 -T - -- -- -----
Al Roof Trusses, I
s, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 14:55:-36-2018 Page 1
ID:yPUCgGfLZTqtoRCQb7?lNaz2jnS-R9ppnROmuFOYbZ68XBveQAPiOWPPZAAIx OgezTlFR
0-1-8
276-0, 1 5 8 1-3-0
Dead toad Defl. = 3/16 in
3x8 3x4 --- 3x6 FP 3x4 3X8
2 3 4 1 A 7 A -
Icn
1 226 9
2
6
3X6 3X8 - 3x4 30 - 3xl2MT20HSFP 3x8 3x6
Plate Offsets (XY)-- [1:Edge,0-0-121, [1310-2-8,E(
LOADING (pso 1 SPACING- 2-0-0
TCLL 40.0 i Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5,0 Code FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No,3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
REACTIONS. (lb/size)
12 1146/0-7-4 (min. 0-1-8)
18 = 1146/0-7-4 (min, 0-1-8)
Max Grav
12 1146(LC 1)
18 1146(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (1b) or less
except when shown.
TOP CHORD
2-3=-3716/0, 3-4=-371610,
4-5=4908/0, 5-6=-4908/0,
6-7=-4908/0, 7-8=-4908/0,
8-9=-3712/0, 9-1 0=-3712/0
BOT CHORD
17-18=0/2167, 16-17=0/4623,
15-16=0/4908, 14-15=0/4616,
13-14=0/4616, 12-13=0/2159
WEBS
10-12=-2387/0, 2-18=-2396/0,
10-13=0/1717, 2-17=0/1712,
9-13=-261/0, 8-13=-1000/0,
4-17=-100310, 8-15=-951729,
4-16=-1 51/714, 7-15=-369/25
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) All plates are MT20 plates unless otherwise
indicated.
3) All plates are 1 5x4 MT20 unless otherwise
indicated.
4) 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
1-8,1Edqej, (19:0-1-8,0-0-121, t21:0-1-8,0-0-12l
CS1. DEFL. i in (loc) Ildefl L/d PLATESI GRIP
TC 0,58 Vert(LL) 0.45 16-17 559 360 MT20 2441190
BC 0.91 Vert(CT) 0,63 16-17 397 240 MT20HS 187/143
WEI OV Horz(CT) 0.10 12 n/a n/a
Matrix-S Weight: 104 lb FT = 10%F, O%E
LOAD CASE(S)
Standard
ftoit '........... -Was 1, 1" #"V i ft 0,114 11 r" 11M .11 Isit, M i 3k. 0111, .1.FW1 1.60IR "W 10011r, Anhwy T. Tomb") at P.F.
z
N'WitnD,"M s", .0.6rKI "010. W ki-I $4 '4 40 80083
4451 Sf, Lucw blvd. 11-1st Mod t' I ;14*ssl 1; 4 eT 01 1.11 1ii,s?e 4V1NI.se" c:" . 1 t An"th'01.1y 11 IIOMT'bo III P1 topo4vato. of Ms hwooept,m *my faw is 91*biltof ilhovt the -Moo otws';.ft hom A I Roof lmsm WWI' I Toisib M, P 1,
FLA D o (0, FL34946
Job - Truss Truss Type Qty 1 Ply RYAN HOMES / LARGO v1
WRCLG1 131-9 FL02GE Floor Supported Gable 1
A0046615
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss,com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 toli-rek Industries, Inc. Thu Apr 5 14:55:31 2018 Page I
ID: hA3xRN7kH8GY—sQsevncy2zOBnp-vLNB?nwVr3O6OliAmgr3QSsyT_6ni825KPhgyC4zTIFQ
10 9 8 7 6
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1,00
TCDL 10.0 Lumber DOL 1.00
BCLL 0,0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017frPI2014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 4-10-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 4-10-0.
lb) - Max Grav
All reactions 250 lb or less at
joint(s) 10, 6, 9, 8, 7
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) All plates are 1,5x4 MT20 unless otherwise
indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or
securely braced against lateral movement (i.e,
diagonal web).
4) Gable studs spaced at 1-4-0 oc,
5) Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 oc and fastened to each truss with 3-10d
0,131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
LOAD CASE(S)
Standard
CS1. DEFL. in (loc) Well L/d PLATES GRIP
TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
BC 0.02 Vert(CT) n/a n/a 999
WB 0.03 Horz(CT) 0.00 6 n/a n/a
Matrix-R Weight: 22 lb FT = 10%F, O%E
W!
Anthony 1, Tombo 1H, P.E.
4451 St, Woe Blvd.
A—, ew ...... . ...... Fw, Ft 34946
0Pj'#1C 1016A I Roat6vsset krihunr i. fow9a kll. PA, T-W111 Pf
Job - ---- Truss 1 Trus s- Type
WRCLG1BL9 FI-03 I Floor
design@a1truss.comAlRoofTrusses, Fort Pierce, FLa34946, esiig @aitmsslcom
0-1-8
Hl-- - 11 1
2-6-0
11 1,
I
26
3x6
Qti ply
A004661 64
optional) Job Reference
1- -'' ,o p:L - _ _ I
AMS Nov 12 2017 Print8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 114:55:31-26118 Page I
ID:yPUCgGtLZTqtoRCQb7?lNaz2jnS-vLNB?nwVT3O6OhAmgr3QSsyHh6YMBSyKPhQYC4zTIFQ
I.1-3-0 270-4 1-6-0 1 F 1-3-0 1-9-4 -(tI -1-3-0 oTit fo Dead
Load Defl. r- 3116 in 3x8
3x4 3x4 3x3 3x6 FP 3x8 3x3 11 3x3 5X6 25
24 23 22 21 20 19 18 17 16 3x8
3x12 MT20HS FP--- 3x8 3x8 3x3 3x6 -
20-
9-4 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd TCLL
40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.4722-23 529 360 TCDL
10.0 Lumber DOL 1.00 BC 1.00 1 Vert(CT) -0.64 22-23 385 240 BCLL
00 Rep Stress Incr YES I WI3 0.811 j Horz(CT) 0.08 19 n/a n/a B
CDL 5.0 Code FBC 201 7/TPI20 14 j Matrix-S LUMBER -
TOP
CHORD 2x4 SP M 30(flat) *Except' 3)
All plates are 1.5x4 MT20 unless otherwise T3: 2x4 SP No.2(flat) indicated.
BOTCHORD2x4SPM30(flat) 'Except* 4)
Provide mechanical connection (by others) of B2: 2x4 SP 240OF 2.OE(flat) WEBS
2x4 SP No.3(flat) truss to bearing plate capable of withstanding 112 BRACING-
lb uplift at joint 15, TOP
CHORD 5) Recommend 2x6 strongbacks, on edge, Structural
wood sheathing directly applied or 2-2-0 aced at 10-0-0 oc and fastened to each truss oc
pudins, except end verticals. with 3-10d (0,131" X 3") nails. Strongbacks; to be BOTCHORD
attached to walls at their outer ends or restrained Rigid
ceiling directly applied or 2-2-0 oc bracing. by other means. 6)
Gap between inside of top chord bearing and REACTIONS. (
lb/size) first diagonal or vertical web shall not exceed 15
68/0-3-8 (min. 0-1-8) 0.
500in, 7)
CAUTION, Do not erect truss backwards. 261087/0-7-4 (min, 0-1-8) 19 =
1620/0-3-8 (min, 0-1-8) Max
Uplift 15 -
1 12(LC 3) LOAD
CASE(S) Max
Grav Standard 15 =
201 (LC 4) 26 =
1091 (LC 10) 19
1622(LC 9) FORCES. (
lb) Max.
Comp./Max. Ten, - All forces 250 (lb) or less except
when shown. TOP
CHORD 2-
3=-3480/0, 3-4=-3480/0, 4-
5=-4536/0, 5-6=-4536/0, 6-
7=-408010, 7-8=-3097/0, 8-
9=-3097/0, 9-10=-3097/0, 10-
11 =01741, 11-12=On38 BOT
CHORD 25-
26=0/2047, 24-25=0/4276, 23-
24=0/4276, 22-23=0/4080, 21-
22=0/4080, 20-21 =0/4080, 19-
20=0/1577 WEBS
2-
26=-2263/0, 10-19=-2442/0, 2-
25=0/1584, 10-20=0/1698, 4-
25=-881/0, 7-20=-1 378/0, 4-
23=0/398, 5-23=-378/0, 7-21 =01364, 15-
17=-318/181, 6-22=-379/0, 6-
23=-1 23/842, 12-19=-781 /0 NOTES-
1)
Unbalanced floor live loads have been 12
25-5-0 PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
128 Ib FT = 10%F, O%E 4451
St, Lucie Blvd, lost
Pierce,, FL 34946 I
toolkis's A.11,00yf, tombs lit p'l, R.P1444(liop of this iowwl"n .4y Nim, is probibotd .4001 the lleoflt-ei L
Job - Truss
JTruss
type tlty ply RYAN HOMES / LARGO v1
A0046617
WRCLGlBL9 FL04 Floor 2 1
Job Reference (optional) al)
M-Rouffrusses, Fort Pierce, FL 34946, design@altruss,com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Thu Apr 5 14:55:32 2018 Page 1
ID:yPUCgGfLZTqtoRCQb7?lNaz2jnS-NYxZC7x7EN8zdtlyEZaf-3VQiWtptHPTdLQVkXzTlFP
0-1-8
2-6-0 1-1-0 1-10-4 1-10-0 2-1-4 0-11-8HI - - - - -- - ------- I I
Dead Load Deft. = 1/8 in
3x6 3x4 4x4 3x4 - 3x6 FP 4x8 3x3 11 3x6
25 '6
22 21 20 19 18 17 16 15 14
3x4 3x6 3x8 MT20HS FP 4x8 3x8 3x6
4x6
11-7-0 20-9-4 25-9-0
11-7-0 9-2-4 0-4-8 4-10-4
8,Edgel,- [7:0-1-8,Edgel , [1 " 5:0-
1
2-12,Edg
I
i
I ][
16 -
1
0-
1
3-0,Edge], [21:0-2-12,Eid"] Z3: 0 -1-80
1 -
0-12J, [25:0
1
1
1 -
8, - 0-
1
0
11 - 1
121
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deff L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.4018-19 620 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.55 18-19 452 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.05 15 n/a nl-a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight, 130lb FT=10%F,O%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
3) All plates are 1,5x4 MT20 unless otherwiseT2: 2x4 SP No-2(flat) indicated.
BOT CHORD 2x4 SP 2400F 2.OE(flat) *Except*
4) Provide mechanical connection (by others) ofBl ' 2x4 SP M 30(flat)
truss to bearing plate capable of withstanding 554WEBS2x4SPNo.3(flat)
lb uplift at joint 14. BRACING-
TOP CHORD
5) Recommend 2x6 strongbacks, on edge,
Structural wood sheathing directly applied or 2-2-0
spaced at 10-0-0 oc; and fastened to each truss
oc purlins, except end verticals.
with 3-10d (0.131" X 3") nails, Strongbacks to be
BOTCHORD
attached to walls at their outer ends or restrained
Rigid ceiling directly applied or 2-2-0 oc bracing. by other means.
6) CAUTION, Do not erect truss backwards.
REACTIONS. (lb/size)
22 = 982/0-7-4 (min, 0-1-8) LOAD CASE(S)
14 =-373/0-3-8 (min. 0-1-8) Standard
15 = 2183/0-3-8 (min. 0-1-8)
Max Uplift
14 =-554(LC 3)
Max Grav
22 983(LC 3)
14 = 80(LC 4)
15 2183(LC 1)
FORCES. (lb)
Max. Comp,/Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-3024/0, 3-4=-3024/0,
4-5=-3631/0, 5-6=-3631/0,
6-7=-3022/0, 7-8=-1724/0,
8-9=-1724/0, 9-10=-1724/0,
10-11=0/2463, 11-12=012461
BOT CHORD
21-22=0/1 819, 20-21 =013593,
19-20=0/3593, 18-19=0/3022,
17-18=0/3022, 16-17=0/3022,
14-15=-1284/0
WEBS
2-22=-2011/0, 10-15=-2663/0,
2-21=0/1333, 10-16=0/1940,
4-21=-629/0, 7-16=-1557/0,
5-19=-415/0, 7-17=0/372,
12-14=011415, 12-15=-1589/0,
6-19=0/1 0 13, 6-18=-454/0
NOTES-
1) Unbalanced floor live loads have been
I*'— it W-4w, .*— W:*—" daN.he Marc
V" —'V F"' 'Ve M "4 to ft 10 11 -N4 t; 'T— D"* tqe' a SaZo 1"—V ud . "I —"Z' a N F* Wd "j."'; "4-tdof s tk W4, 0 ft'", 1"" of"O YK, .1, * 1 I 1he 0'j, —.o— W'q Wm-,A" Anfimy 1. Tombo i1;, P.E.
it, Wo ka - 0 W T:M' ""J a W "Aw. W km mr, k f4 0 z 8Q083
4451 et.?' Blvd.
rod 'P efu?' I L 34946
AeflooftylAomboill'P.J. Repradvatot of 1hq doomet"o 44y for., i, pt*baed .46out the wtifte. pet woo Win VI Roof hmes
Job Truss Truss T y-pe
WRCLGlBL9 FL05 Floor
Al Roof Trusses, Fort Pierce, FL 34946, design@aliruss.com Run: 8.120 s
0-1-8
2-6-0 1-6-12 lF 1-3-0 2-3-12
3x4 3x3 - 3x3 11 3X8
Oty IPly
JkYANH0K4ES/LARGO vi
4 A004661811Job
Reference (optional) I I I 22017Print: 8.120 s Nov I 122017PIfek- Industries, Inc. Thu Apr 5 14 55:32 2018 Page 1 IDyPUCgGft-
ZTqtoRCQb7?[Naz2jnS-NYxZC7x7EN8zdrIyEZaf-3VVqWt_tJ3TdLgVkXzTlFP 0-J -
8 Dead Load
Defl, = 3/16 in 3x4 3x6
FP 3x4 3x6 Z15 Ile
11 20 19 18 17 16 15 14 3x4 3x8
3x6 FP- 3x4 = 3x8 3x6 3x8 Plate
offsets (
X,Y)-- [1:Edge,0-0-12), [2:0-1-8,Ed( LOADING (pso
SPACING- 2-0-0 TCLL 40,
0 Plate Grip DOL 1.00 TCDL 10,
0 Lumber DOL 1,00 BCLL 0.
0 Rep Stress Incr YES BCDL 5.
0 Code FBC2017/TP12014 LUMBER - TOP
CHORD
2x4 SP M 30(flat) BOT CHORD
2x4 SP No,2(flat) *Except* 62: 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 2-2-0 oc bracing. REACTIONS. (lb/
size) 20 = 1635/
0-3-8 (min. 0-1-8) 23 135/
0-7-4 (min, 0-1-8) 14 = 1022/
0-3-8 (min, 0-1-8) Max Uplift
23 -125(
LC 4) Max Grav
20 1637(
LC 8) 23 299(
LC 3) 14 = 1025(
LC 7) FORCES. (lb)
Max. Comp,/
Max. Ten, - All forces 250 (lb) or less except when
shown. TOPCHORD 2-
3=-
318/485,3-4=011021, 4-5=011023, 5-6=-
2734/0, 6-7=-2734/0, 7-8=-
3848/0, 8-9=-3848/0, 9-1
0=-3848/0, 10-11 =-3260/0, 11-12=-
3260/0 BOT CHORD
22-23=-
485/318, 21-22=-485/318, 20-21 =
485/318, 19-20=0/1 210, 18-19=
0/1 210, 17-18=0/3848, 16-17=
0/3848,15-16=0/3908, 14-15=
0/1968 WEBS 2-
23=-
350/534, 3-20=-919/0, 12-14=-
2160/0, 5-20=-2263/0, 12-15=
0/1428, 5-18=0/1717, 6-18=-
273/46, 10-15=-716/0, 7-18=-
1330/0, 10-16=-358/425 NOTES- 1) Unbalanced
floor
live loads have been considered for this
design. 19-9-12
8,Edgelt tl
6 :0- 1 -8, Edge], 124 :0_ 1 -8,0-0-121, t26:071-8,0 0-1: CS1. DEFL. in (
loc) I/defl L/d TC 0,65
Vert(LL) 0.4315-16 546 360 BC 0.97
Vert(CT) 0.61 15-16 384 240 WS 0.82
Horz(CT) 0,07 14 n/a n/a Matrix-S 3)
Provide mechanical
connection (by others) of truss to bearing
plate capable of withstanding 125 lb uplift at
joint 23. 4) Recommend 2x6
strongbacks, on edge, spaced at 10-
0-0 oc; and fastened to each truss with 3-10d (
0131" X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means,
5) CAUTION, Do
not erect truss backwards. LOAD CASE(S)
Standard as 26
PLATES
GRIP
MT20
244/190
Weight: 129 lb
FT = 10%F, O%E W4 atItTm OilI ; .
M40k, It, 140 44K"" 4 0
W" MOM!
O'
1". a, R-', -V-'d I"," kq V M W, V"v- 0 WOO W 4451 St, dude Blvd, 1(
mw P.E. ltepodwtw
VI Ii 00(mm"e QAY IV., proh'Wed .4m601 the w"ne. ptw"ipfl I'A IRWT'use' A-th-I 600111,1`1 Fart Poce, FL 34046 6
Job Truss . s
WRCLG1BL9 FL06G
XVIRoof Trusses, foort Pierce, FL 349-, I ---- ----- --
1-3-9 - I 4x6 :-
Truss
Type FLOOR
GIRDER 1
truss.com Run: 8.120 s LOADING (
psf) SPACING- 2-0-0 TCLL
40.0 Plate Grip DOL 1-00 TCDL
10.0 j Lumber DOL 1,00 BCILL
0.0 j Rep Stress Incr NO BCDL
5.0 1 Code FBC2017fTP12014 LUMBER -
TOP
CHORD 2x4 SP M 30(flat) BOT
CHORD 2x4 SP M 30(flat) WEBS
2x4 SP No.3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing, Except:
6-
0-0 oc bracing: 7-8, REACTIONS. (
lb/size) 12
888/0-6-14 (min. 0-1-8) 7
876/0-3-8 (min. 0-1-8) Max
Uplift 7 -
60(LC 9) Max
Grav 12
888(LC 1) 7
880(LC 4) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. TOR
CHORD 2-
13=-1 876/0, 13-14=-1876/0, 3-14=-
1 876/0, 3-15=-243110, 15-16=-2431/0, 4-
16=-2431 /0, 4-17=- 1790/0, 5-
17=-1790/0 BOTCHORD 11-12=0/1253, 10-
11=
012431, 9-10=0/2431, 8-9=
0/2431, 7-8=-94/1148 WEBS 2-
12=-1538/0, 2-
11 =
0/796, 3-11=-708183, 5-7=-1 409/
116, 5-8=Of791, 4-8=-81 0/0
NOTES- 1) Unbalanced floor live loads have been
considered
for this design. 2) Provide mechanical connection (
by others) of truss
to bearing plate capable of withstanding 60
lb uplift at joint 7. 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. Strong backs to
be attached to RYAN HOMES / LARGO v1 A0046619 Job Reference (optional) '
i 12 2017 Print:
8,
120 s Nov 12
2017 MiTek Industries, Inc. Thu Apr 5 14.55:33 2018 Page 1 ID: hA3xRN7kH8GY.-sQsevncy2zOBnp-rkUxPSyl?hGqF?K8nGSuXH2hcwJbctBds?93HzzTIFO 1
1-2-4 - I CS1. DEFL. in
loc) I/defl L/d
TC 0.58 Vert(LL) 0.07 10
999 360 BC 0,63 Vert(CT) 0.09 10
999 240 WB 0,38 Horz(CT) 0.02 7
n/a n/a Matrix-S 4) Hanger(s) or other connection
device(s)
shall be provided sufficient to support concentrated load(s)
181 lb down and 212 lb
up at 2-5-4, 126 lb down and 212 lb up at 4-
5-4, and 181 lb down and 212 lb up at 6-5-4,
and 182 lb down and 206 lb up at 8-5-4 on top
chord. The design/selection of such connection device(s) is the responsibility
of others. LOAD CASE(S) Standard 1) Dead +
Floor Live (
balanced): Lumber Increase=
11.
00, Plate lncrease=1.00 Uniform
Loads (plf) Vert: 7-12=-10, 1-
6=-100 Concentrated
Loads (lb) Vert: 3=-114 13=-114
14=-101 15=-
101 16=-114 17=-101 18=-107 4x6 PLATES GRIP MT20
244/190 Weight: 53 lb FT =
10%
F, O%
E An'homy
T. Tombo U, ;1 F 0 t' r
1w" it 1* ""'"o 0 r. I—
N 0— t tA t4 rot Wtm ot'4. . t' rm', 0 1. W, V C W rh Wo k.,fr M< W to, 11, 0 14 W.4 .' kri ,, 0 W 1"" .1" W2'+gvapt ttrhaetirt as ttxst.0 0 0 z 80083 4451 5t. Ludo Mvd Fort Pierce, F!, 34Q46 opyqfil 9
7016 k I tool
Gasses Aolleapyl,lombell0J. hpo4ortro.
Dhhoi dommm, or 4'y for., it PrOM.led without the wmten pt-sv;o how A -I NO 40'rel
Job Trusstype Qty Ply RYAN HOS-i-LARGO V1
1
4 - 66 - 2
11
0WRCLG' L6 SSW O7
G E Floor Supported Gal AOO 21Job
Reference (optional Al
Roof Trusses, Fort Pierce, FL 34946, design@a1troSsxern Run. 8,126-s Nov 12 2017 Print: 8,126 s Nov 12 2617 MiTek Industries, Inc. Thu Apr 5 14:55:33 2018 Page 1 ID
hA3xRN7kH8GY_sQsevncy2zOBnp-rkUxPSyl?hGqF?K8nG5uXH2pPwSHcyZds?3HzzTIFO 0"
11-8 1
2 3 1
9
26
25 24 3x3
4
5 6 7 8 9 10 11 23
22 21 20 19 18 17 16 3x3
16-
1-0 16.
LOADING (
psf SPACING- 2-01-0 CS1. TCLL
40,0 Plate Grip DOL 1.00 TC 0.08 TCDL
10.0 Lumber DOL 1.00 BC 0.01 BCLL
0,0 Rep Stress Incr YES WB 0.03 BCDL
5,0 Code FBC2017fTP12014 i Matrix-S LUMBER -
TOP
CHORD 2x4 SP No,2(flat) SOT
CHORD 2x4 SIP No.2(flat) WEBS
2x4 SP No,3(flat) OTHERS
2x4 SP No,3(flat) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 10-0-0 oc
purlins, except end verticals, BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc; bracing. REACTIONS.
All bearings 16-1 -0. lb) -
Max Grav All
reactions 250 lb or less at joint(
s) 26, 14, 25, 24, 23, 22, 21, 20,
19,18,17, 16,15 FORCES. (
lb) Max,
Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. NOTES-
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 fare 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 or and fastened to each truss with 3-10d 0.
131" X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means.
LOAD
CASE(S) Standard
DEFL.
in (loc) I/def! L/d Vert(
LL) n/a n1a 999 Vert(
CT) n/a n/a 999 Horz(
CT) -0.00 14 n/a n/a PLATES
GRIP MT20
2441190 Weight:
72 lb FT = 10%F, O%E ROW€
ii t .O*P'% V'4 "WR* 9K13 lEgifOl` 0", W"m' 1 W,.f Av. th 14, '01 0 plw"
W -'f * o' W'% k'ot sF"-ipaxa ae1W . .1 ns ft re'—i'n—n a".4". h* v 6 AfIthony 1 1 omb'o IF, P E' 0.~'v'
A'W 80083 z
tW" Pt Ipt A pem 9, AP V(,v r-" " rib— ", WmUO.'.. W' W-'. "V"m Wy, W W"d r, N flo"V 'f— TR to- N t t'— .1 O"T W 7"", tl4'41- 445 i SELucie
Blvd, ghl us79 6 16
11.1 I'o "o" kobn7 I lomb4 Al.P.E.itp. ocmon .1 fhu9ammca6 is oat to, M, s P, vhbo11, d . lhoo ' *' meo P"w 'w I.. A I R#ol lwe' h1hay L 6aOo III P Kw Pie,,v, H, W)
46
Job - Truss Truss Type Ply RYAN HOMES/ LARGO V1
WRCLG1BL9 Floor 4IFLO81'--1Q'-
y--
Job Reference (optional)
At Roof frmsses' Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Thu Apo
10:hA3xRN7kH8GY—sosevncy2zOBnp-Jw2JdozNm—Ogt9vLL-zc73U<
0-1-8
i1f
2-6-0 11-6-0 it
2-1-0 1-6-0
3x6 3x3 3x3
2 3 4 5
3x6
7
A00466211
5 14:55:34 2018 Page 1
i L KZ4 L H a m 5 fvcp PzTI F N
0 111-8
Dead Load Deft. = 1116 in
8
9
3x4 3x6 3x6 3x6
Plate 1Offsets (X,Y)-- [1:Edge,0-0-12jj15:0-1-8,0-4
LOADING (pso SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017rrPI2014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins, except end verticals,
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
9 86110-3-8 (min, 0-1-8)
14 = 867/0-7-4 (min. 0-1-8)
Max Grav
9 861 (LC 1)
14 867(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-2519/0, 3-4=-2519/0,
4-5=-2791/0, 5-6=-2536/0,
6-7=-2536/0
BOTCHORD
13-14=0/1 578, 12-13=0/2791,
11-12=0/2791, 10-11=0/2791,
9-10=0/1607
WEBS
7-9=-1763/0,2-14=-1744/0,
7-1 0=0/1 027, 2-13=0/1 04 1,
5-10=-589/31, 4-13=-603/16
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) All plates are 1.5x4 MT20 unless otherwise
indicated.
3) Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 oc and fastened to each truss with 3-10d
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
7:0-1-80-0-1
CSI.
TC 0.58
BC 1.00
WB 0.50
Matrix-S
16.
DEFL. in (loc) I/defl L/d
Vert(LL) 0.1810-11 999 360
Vert(CT) 0.2510-11 770 240
Horz(CT) 0.05 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 81 lb FT = 10%F. O%E
Art pre.lxFY A* I" n;04'01)00. 40—: V'W.. TOO oft F""-o WN IN '0! I-Ni 40'r—rAnlhwy 1T. .11 d E. 80M3
4451
1,t, ude Blvd, Fo,(
Fl- 34946 ktproioomo
01111., olmoutol"o ago, lorp", P'oh,hoed cthcol 1h, -pon pomwoo ho. A Hoof Irwes
WRCLG1BL9 jFL09
Al -Roof Trusses, Fort Pierce "
I
FL 3A!
2-6-0
3x6
2
Truss Type QIY - I RYAN HOMES / LARGb v-1
Floor 10
Job Re r ce (optional)
a.-uo s Nov 12 261 Print: 8,120 s No , v 12 2017 MiTek Industries, Inc. Thu Apritruss.com Run,
I I I I - I fel en", 111_
ID: [iA3xRN7kH8GY—sQsevncy2zOBnp-Jw2JdozNm_Ogt9v[,Lzc73U
1-6-0
if _
2-2-0 1-3-0
1.5x4 11 3x3 3x3 1.5x4 11 3X6
3 4 5 6 7
A
1
004662
121
5 14:55:34 2018 Page 1
Dead Load Defl, = 1116 in
1,5x4 11
A
3x4 3x6 1.5x4 11 1.5x4 11 3x6 3x4
LOADING (pso SPACING- 2-0-0
TCLL 40,0 Plate Grip DOL 1.00
TCDL 10,0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 I Code FBC20171TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(fiat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc; purlins, except end verticals,
BOTCHORD
Rigid ceiling directly applied or 1-4-12 oc bracing,
REACTIONS. (lb/size)
9 = 855/Mechanical
14 = 855/0-7-4 (min. 0-1-8)
Max Grav
9 = 855(LC 1)
14 855(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-2468/0, 3-4=-2468/0,
4-5=-2707/0, 5-6=-2463/0,
6-7=-2463/0
BOT CHORD
13-14=0/1 551, 12-13=0/2707,
11-12=0/2707, 10-11=0/2707,
9-10=011552
WEBS
7-9=-1716/0,2-14=-1715/0,
7-10=0/1007,2-13=0/1014,
5-1 0=-595/28, 4-13=-570/31
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 3-10d
0131" 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
15-9-8
15-9-8
CS1. DEFL. in (loc) I/defl L/d
TC 0,62 Vert(LL) 0.18 12-13 999 360
BC 1,00 Vert(CT) 0.24 12-13 763 240
WB 0.48 Horz(CT) 0.05 9 n/a n/a
Matrix-S
PLATES GRIP
MT20 244/190
Weight: 79 lb FT = I O%F, O%E
Anthony 1. T,)mbo It', P.E.
z 80,083
4451 $t LQCie BlvdZE "yl#t t Z916 k I Rol fw"< Anthony I Imbd III P'I' k<peadattiau of This 6—.w m.'y lom i, pwh'bm .4"1 Ikt -ti'o P'.wwfl- A I Rod 6.... Whoop i Imbo III P I
FW', Ft 34946
Job - Truss Truss I ype
WRCLG1BL9 Z10 Floor
LARGO v1
3 1 1
A0046623
7
FL 34946, design@altrLISS,com Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 14:55:35 2018 Page I
ID:yPUCgGfLZTqtoRCQb7?lNaz2inS-n7ciq8z?XIWXVJUXvh7Mci7_zj3z4o'?wJJe9LszTIF(v
0-1-8
1 llt!ix 11 1-5-0 3x3 H
3x3 3x6 :
4-5-0
Plate, 'Offsets (X,Y)-- [1_:Edge,0-0-12],[6:0-1-8,0-0-12]
LOADING (pso SPACING- 2-0-0 CS1. DEFL. 1 in loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 078 Vert(LL) 0.00 5 360
TCDL 10,0 Lumber DOL 1.00 BC 0.38 Vert(CT) 0,05 4-5 999 240
BCLL 0,0 Rep Stress Incr NO WEI 0,23 Horz(CT) 0,00 4 n/a n/a
BCDL 5.0 Code FBC2017fTP12014 Matrix-P
LUMBER -
TOP CHORD 2x4 SIP M 30(flat)
BOT CHORD 2x4 SIP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-0
oc purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc, bracing.
REACTIONS. (lb/size)
4 659/0-3-8 (min. 0-1-8)
5 73510-7-4 (min. 0-1-8)
Max Grav
4 659(LC 1)
5 735(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
3-4=-299/0
BOTCHORD
4-5=01736
WEBS
2-4=-810/0, 2-5=-951 /0
NOTES-
1) 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.
2) CAUTION, Do not erect truss backwards.
3) In the LOAD CASE(S) section, loads applied to
the face of the truss are noted as front (F) or back
B).
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase= 1.00, Plate Increase=1.00
Uniform Loads (plo
Vert: 4-5=- 10, 1-8=-350(F=-250), 3-8=- 100
PLATES GRIP
MT20 244/190
Weight: 25 lb FT = 10%F, O%E
lGi,k:NaaiW I"'" An'11,11v T, Toa)bo 111, P E.
z 80083
4451 S(. Woe Blvd. t tort Fierce,
6A lkoallmseFierce,
it 34946 PY,
qh1t0?0Is A41b.0y I'lomho Ill. PJ+ hpodwin of M, imment"A Oar Wom, i, pfoh,hded ilhoo the -Ile. pemwoft hoel A 190.1 Imses z "i'
ll
J06 --]Truss TrussTypeoty I Ply Wzw WRCLG1BL9
Floor 13 1 ,IJab Al
Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 201 ID:
hA3xRN7kH8GY—sQsevncy2zOE 0-
1-8 3x3 it
lt5x 3-1,0 31 5x4 11 4 it
10
3x3
Plate
Offsets Y YI--- - , - - -121, [5:0-1-2,Edg 11,Edge070LOADING (pso
SPACING- 2-0-0 TCLL 40.
0 Plate Grip DOL 1.00 TCDL 10.
0 Lumber DOL 1.00 BCLL 0.
0 Rep Stress Incr YES BCDL 5,
0 Code FBC2017/TPI2014 LUMBER - TOP
CHORD
2x4 SP No.2(flat) BOT CHORD
2x4 SP No.2(flat) WEBS 2x4
SP No.3(flat) BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 4-5-0 oc purlins,
except end verticals. BOT CHORD
Rigid ceiling
directly applied or 10-0-0 oc bracing, REACTIONS. (lb/
size) 5 214/
0-3-8 (min. 0-1-8) 9 214/
0-6-14 (min. 0-1-8) Max Grav
5 214(
LC 1) 9 = 214(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten, - A forces 250 (lb) or less except when
shown. 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. Strongbackstobeattached to walls at their
outer ends or restrained by other means. 3) Gap
between
inside of top chord bearing and first diagonal or vertical
web shall not exceed 0,500in, 4) CAUTION, Do
not erect truss backwards. LOAD CASE(S)
Standard 4-1-
0
5x6 5 j
0-
4-0 CS1. DEFL. in
loc) I/defl L/d TC 0.12
Vert(LL) 0.02 6 999 360 BC 0.10
Vert(CT) 0,03 6 999 240 WEI 0,11
Horz.(CT) 0.00 5 n/a n1a Matrix-S I
4-5-0
0-4-0
A0046624 Apr 5
14:
55,35 2018 Page 1 PLATES GRIP MT20
244/190
Weight: 24 lb
FT = 10%F, O%E ttor. TM- "hi
t" 1-Drip f'p—.Sze i": v re I IN 1'4—w atw.1 ",F",444, v 4 wrAa tk t', ot'm r¢1e Tow, .4e 1r`b, 0"r —" mot "to'" A - 0 1,
1essk WC4 W ,W,Wh0 t*N- It, 0 uatla eNgo * w*q 4'", aZN, Mltt $,V .4 r. WN W, R 1 0 tk V .4r lz,4 age ""', W4,j N40. W W r 0 k t'Uth' .4Ntoof . Fw- W p4w, 0 % W" *#.W 1-840 " Rt .4 A0 ., d—o V Ir i k.) W 0111 e 1, 1 4451 St. tucic Blvd,
aPyT,Jh1CQ0l6A 1144(lmw
Vo,t P2oce, UL 14946
Job - Truss
I
QtY I`IY
A0046625
WRCLG1 BL9 FL12GE GABLE 1
Truss Type RYAN HOMES/ LARGO v1
Job Reference (optional)
A:1 Roof trusses, Mort Pierce-, FL-34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 14-55:35 2018 Page 1
ID:hA3xRN7kH8GY—sQsevncy2zOBnp-n7ciq8z?XIWXVJUXvh7Mci79lj8i4r4wJJe9L$zTIFM
ip q-11 p
1 2 3 4
10
9
6
8 7 6 5
1-4-0 2-8-0 4-1-0
1-4-0 1 4 0 1-5-0
LOADING (pso I SPACING- 2-0-0 CSI.
TCLL 40,0 Plate Grip DOL 1.00 TC 0.08
TCDL 10.0 Lumber DOL 1.00 BC 0.011
BCLL 0.0 Rep Stress Incr YES WB 0.03
BCOL 5.0 i Code FBC2017/TP12014 Matrix-R
LUMBER -
TOP CHORD 2x4 SIP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No,3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-1-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 4-1-0.
lb) - Max Grav
All reactions 250 lb or less at
joint(s) 8, 5, 7, 6
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown,
NOTES-
1) All plates are 1 5x4 MT20 unless otherwise
indicated,
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or
securely braced against lateral movement (i.e.
diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced
at 10-0-0 oc and fastened to each truss with 3-1 Od
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other
means.
LOAD CASE(S)
Standard
DEFL. in (loc) I/defl L/d
Vert(LL) n/a n/a 999
Vert(CT) n/a n/a 999
Horz(CT) 0.00 5 n/a n/a
16
12
9
11
6
01
PLATES GRIP
MT20 2441190
Weight: 20 lb FT = 10%F, O%E
q"'« ' VO"- It, t P 0 V'rs hf"o 10, .4.a Anthony T. Tomho III, P E.
WftjA.Pw wn.;o-rerffat 4£4x ;. wt ax #ds« :a4sWM F* wtreMl 0 t' IN W at sett eae 4. ,-"q N :! 80083
4451 St Lucte 131,d
wl piof.p' H 14946
P1, P,A'Wto Aootht -qfp P'm"- 40.4 1 koof 6'm
WRCLGlBL9
Truss Truss Type -
I -- - - -
QtY --RYAN HoMIES-i L.Ak6b V
HJ2A Diagonal Hip Girder 2 1
Job ReferenceIt - U6 s -(optional)
Tce, FL 34946, design@a russ.com Run: Nov 12 M7 Print: 6,126 s Nov 12 2017 MiTek Industries, Inc, Thu Al
ID:hA3xRN7kH8GY-SOsevney2zOBnp-FJA42U-elceO6T2iTOe
f 3-5-11
1-5-0 ,I-s-i I
A00466261 .
5 14:55:36
2x4
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in 10c) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0,14 Vert(LL) 0.00 4-7 999 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.1111 Vert(CT) 0.01 4-7 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0,00 3 n/a n1a
BCDL 10,0 Code FBC2017ITP12014 Matrix -MP Wind(LL) 0,01 4-7 999 240 Weight: 13 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-11
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that
I
Stab
11
ilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide,
REACTIONS. (lb/size)
3 80/Mechanical
2 243/0-10-15 (min, 0-1-8)
4 = 42/Mechanical
Max Horz
2 78(LC 19)
Max Uplift
3 51 (LC 8)
2 155(LC 4)
4 1(!-C 8)
Max Grav
3 = 80(LC 1)
2 = 243(LC 1)
4 = 58(LC 3)
FORCES. (lb)
Max, Comp./Max. Ten, All forces 250 (lb) or less
except when shown,
NOTES-
1) Wind: ASCE 7- 10; Vult= 1 50mph (3-second gust)
Vasd= 1 16mph; TCDL=5,Opsf; BCDL=5.Opsf; h=250,
Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope); cantilever left and right exposed ; end
vertical left exposed; Lumber DOL=1.60 plate grip
DOL=1,60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) * This truss has been designed for a live load of
20,Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,
4) Refer to girder(s) for truss to truss connections,
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 8 lb down and 7 lb up at 1-4-9, and 8 lb
down and 7 lb up at 14-9 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, 4-5=-20
Concentrated Loads (lb)
Vert: 8=-7(F=-3, B=-3)
N't Prnxwi—rhnnieni rnnnnrfinn th%i othom) of
IM!"." I* IU5; 'U4Fjq: :'XcCd 011' 1., Writ I J"r, od 0--004.10M Arilhoriy
1. 1 onba 1 U, Z
80083 t.
11"i 0. "'M9W. 0. t" 3— r rket *0"
t 'w 14W
4451
5t. Labe Blvd, oPYnjhl()?
0l6A iloothoms ARkAyl 1-6.111 PJ. pepmowt.00 lh, 0—meotm ony t4m, 55 poh'loled .'thw tht -11. pewwofi 69M A I Root hme5 Aotho.r[J-otbolll'pf' -0't alem,, f1 34946 Zt *'"" """,
Job - Truss Truss Type Qty Ply RYAN HOMES / LARGO v1
WRCLG1 BL9 HJ3A Diagonal Hip Girder 1 1
Job Reference (or)tionall
A0046627
FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.'
ID:hA3xRN7kH8GY
1-5-0
2x4 :--
4-2-3
4-2-3
LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in loc) Waft Lid PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC 0,22 Vert(LL) 0.03 4-7 999 240 MT20 2441190
TCDL 10.0 1 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.03 4-7 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10,0 Code FBC2017rTP12014 Matrix -MP Weight: 15 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-3
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)
3 100/Mechanical
2 269/0-10-15 min. 0-1-8)
4 52/Mechanical
Max Horz
2 79(LC 4)
Max Uplift
3 63(LC 4)
2 196(LC 4)
4 42(LC 5)
Max Grav
3 100(LC 1)
2 m 269(LC 1)
4 72(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft:
Cat. 11; Exp C; Encl., GCpi=O. 18; MWFRS
envelope); cantilever left and right exposed; end
vertical left exposed; porch left exposed; Lumber
DOL=1.60 plate grip DOL=1,60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections,
5l Prn,,iein mArhpnirAl rnnnaMinn th,, nthmN of
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 49 lb down and 7 lb up at 14-9, and 49 lb
down and 7 lb up at 14-9 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 bark
P
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 8=-7(F=-3, B=-3)
il. 7- hup fq— 1, :4t1VrN.%Wi WqM".1 low" Anthony T. Tcmbo :11, 11 E
0 1", V . W" ' 11, 9 N I— rk 0_'S0*k?'0 ", 0, toc" li"j' . riO" a N it', 'ki T. .9 M 4,V k":Wg IN I, %'- 0 WDO'll . 44 ""t Ik 1— W" viij' i.lqc. W k—j 11i . 0A "'P.W. 0 tSO083
Tp'] *"V 1—
4451 St, Wide Blvd,
WmM4'*-'.tdM.1N FoO P+ei(e, FL 34946
n16A I koollmsmAiifl, 1- hb (it, P.141 ....... ....
3x4
LOADING (pso I SPACING- 2-0-0
TCLL 20.0 I Plate Grip DOL 1,25
TCDL 10.0 Lumber DOL 1,25
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FE3C2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No,2
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 6-0-0 oc;
purlins. 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
197/Mechanical 4
11 O/MechaniGal 2 =
435/0-4-15 (min. 0-1-8) Max
Horz 2
100(LC 4) Max
Uplift 3 -
128(LC 4) 4 -
91(LC 5) 2 -
308(LC 4) Max
Grav 3
197(LC 1 4
141 (LC 3) 2 =
435(LC I 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.Opst; h=I 5ft; Cat.
It: Exp C; Encl., GCpi=0,18; MWFRS envelope);
cantilever left and right exposed ' end vertical
left exposed; porch left exposed; Lumber DOL=
1 .60 plate grip DOL= 1,60 2)
This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads, 3) '
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 4)
Refer to girder(s) for truss to truss connections. I
Prn\iielp martinnirAl rnnnArfinn (h\/ nth^m\ of LARGO
v Industries,
8-
9 A00466281
6
14:55:37 2018 Pag e I
I
I[
XgTY13Cnd7pQkzTIFK Deadi-
cipi Den, = 3/16 in 4
CS1,
DEFL. in loc) I/deft L/d PLATES' GRIP TIC
0,92 Vert(LL) 0.33 4-9 281 240 MT20 244/190 BC
0.70 Vert(CT) 0.32 4-9 290 240 WEI
0.00 Horz(CT) 0.02 3 n/a n/a Matrix -
MP Weight: 26 lb FT = 10% 6)
Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(
s) 18 lb down and 18 lb up at 2-1-0, 18 lb down
and 18 lb up at 2-1-0, and 44 lb down and 59
lb up at 4-10-15, and 44 lb down and 59 lb up at
4-10-15 on top chord, and 3 lb down and 20 lb up
at 2-1-0, 3 lb down and 20 lb up at 2-1-0, and 23
lb down and 55 lb up at 4-10-15, and 23 lb down
and 55 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 BY
LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=
1.25, Plate Increase=11,25 Uniform
Loads (plf) Vert:
1-3=-60, 4-5=-20 Concentrated
Loads (lb) Vert:
11 =-8(F=-4, B=-4) 12=-5(F=-2, B=-2) 13=-
32(F=-16, B=-16) JN
MIT,, ,
4q.ma,NM N 04 to X $it A s I I- Dt,ofe Fee-## Sn,,01, !no—: v W I, to,retixs,kigqt'I I% *, e,0,M1 to d"t, no., An'timy T. I orriflo M, P E InW*qhtoojfo ." wu el lr, 1,C*fnWAb*ev . 'UFr.d It, 040- 0"M*,Jmew itWN, r. 14ph", M P+I., goo " (Ior" lefol,' IWO. 4 Pfeil WA ""o—l* ?I.V r1too, TIA".All "KIWIN'We"llet'l ill 414- 1-11,Wni- AII,", ii.A_' 11 NM'
vz 7r.,wint ..... esi4vt . "I'l 1 4451 St. Lucie Blvd, Fort
P*rce, Ft- 34046 t-floinYT Inftbollf,P1 4pody0loo of flin dotuottill, ift.1y poh,lianf withilvl the Iinto pomuliov lion A-1 Roof fro"t, Whoolri loottiollLp'l,
1 BL9 I HJ7
Type
Diagonal Hip Girder
RYAN HOMES / LARGO v1
A0046629
V01
1-5-0
truss,com Run: 8.120s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu
ID:hA3xRN7kH8GY_sQsevncy2zOBnp-ChlqTAOuqDu6MmC6aphS
4-11-0 1 9-10-1
4-11-0
5 14:55:38 2018 Page 1
Pxl_,l17QMOHtpyAzTIFJ
4x4 11 1.5x4 U 3x4 6
4-11-0 9-10-1
Plate Offsets (X,Y)--_ L-2-:Ed qe,0-0-11
LOADING (pso SPACING- 20-0 11 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 9.25 TC 0.55 VeFt(LL) 0.04 7-8 999 360 MT20 244/190
TCDL 10-0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240
BCLL Q0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n1a n/a 1,
BCDL 10,0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.03 7-8 999 240 i Weight: 44 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SIP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP N0.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 9-11 -1 oc bracing.
REACTIONS. (lb/size)
5 155/Mechanical
2 468/0-4-9 (min. 0-1-8)
6 = 323/Mechanical
Max Horz
2 = 169(LC 4)
Max Uplift
5 1 13(LC 4)
2 261(LC 4)
6 1 06(LC 8)
Max Grav
5 155(LC 1
2 468(LC 1
6 323(LC 1
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (ib) or less
except when shown.
TOP CHORD
2-3=-281/118, 3-13=-755/259,
4-13=-699/260
BOTCHORD
2-15=-351/697, 15-16=-351/697,
8-16=-3511697, 8-17=-351/697,
7-17=-351/697
WEBS
4-8=0/255, 4-7=-749/377
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasc1=1 16mph; TCDL=5,Opsf; BCDL=S.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
3) * This truss has been designed for a live load
of 20,Opsf on the bottom chord in all areas where
a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
4) Refer to girder(s) for truss to truss
connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 113
lb uplift at joint 5, 261 lb uplift at joint 2 and 106 lb
uplift at joint 6.
6) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 78 lb down and 95 lb up at 1-4-9, 78 Ib
down and 95 lb up at 1-4-9, 40 lb down and 54 lb
up at 4-2-8, 40 lb down and 54 lb up at 4-2-8,
and 71 lb down and 106 lb up at 7-0-7, and 71 lb
down and 106 lb up at 7-0-7 on top chord, and 10
lb down and 9 lb up at 1-4-9, 10 In down and 9 lb
up at 1-4-9, 13 lb down at 4-2-8, 13 lb down at
4-2-8, and 33 In down at 7-0-7, and 33 lb down at
7-0-7 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
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 lncrease=1.25
Uniform Loads (plf)
Vert: 1-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42)
16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27)
rw"'.IP44-0 4451 St. Lu,ie Blvd,
part Xe!ce' FL 74940
opy"Thlo 20164 1 bdfmm hthoyl'14.Nfly, P1 Aofh.nyl' 16.W111L
J00 I I runs Truss Type
WRCLG1 BL9 jJ2A Jack -Open
Qty Ply RYAN HOMES I LARGO V1
AOO
1
4 - 6
1
6 3091 1 -
F 2 ekIL34946, design@altruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov ii 617MiT Industries, Inc. Thu Apr 5 14
ID:hA3xRN7kH8GY_$Qsevncy2zOBnp-gusCgWOWbXlzzwnl8XCImYlrfL
1-0-0 2-61-10
2-6-0
2x4
2-6-0
2-6-0
LOADING pso SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.10 Vert(LL) -0.00 7 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n1a
BCDL 110.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 7 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 2-6-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
Ierection, in accordance with Stabilizer
II -Installation guide.
REACTIONS. (lb/size)
3 = 56/Mechanical
2 170/0-8-0 (min. 0-1-8)
4 29/Mechanical
Max Harz
2 65(LC 12)
Max Uplift
3 = 39(LC 12)
2 = 71(LC 8)
Max Grav
3 = 56(LC 1)
2 = 170(LC 1)
4 42(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft;
Cat. 11; Exp C: Encl,, GCpi=0,18; MWFRS
envelope) and C-C Exterior(2) zone: cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL= 1.60 plate grip DOL= 1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
51 Prmiirfr3 morhAnirnl rnnnAtinn th%i nthomof PLATES GRIP
MT20 244/
190 Weight: 10
lb FT = 10% Aohony T.
Tomk):U,if. F Z e4w'.0NW, -.:rM* W. .44*. k-'w a.80083 4451 St,
Lude Blvd. lomb. III,
P I, FoItR:elffl, I'L -34Q46
Job . Truss Truss Type
WRCLG1 BL9 J3A Jack -Open
A0046631
Al Roof Trusses,,Forl Pierce, FL 34946, design@altruss,com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 14:
ID tiA3xRN7kH8GY_sQseyncy2zOBnp-84Pbts18Mq9qb4MUiEiXJlq?kkI
1-0-0 3-0-0
1-
1-0-0 3-0-_0
LOADING (pso SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
8CLL 0,0 Rep Stress Incr YES
BCDL 10,0 Code FBC2017/TP]2014
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No,2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0
oc purlins,
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS, (lb/size)
3 71/Mechanical
2 188/0-8-0 (min. 0-1-8)
4 = 37/Mechanical
Max Harz
2 = 67(LC 12)
Max Uplift
3 43(LC 12)
2 103(LC 8)
4 31 (LC 9)
Max Grav
3 71 (LC 1
2 188(LC 1)
4 52(LC 3)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less
except when shown,
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h= 1 5ft;
Cat. II;Exp C; End,, GCpi=O, 18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed; porch
left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
hn"nm rhnrfi and inv nthpr mprriham
2x4
CS1. DEFL. in loc) Udefi L/d
TC 0.14 Vert(LL) 0,01 4-7 999 240
BC 0.14 Vert(CT) 0.01 4-7 999 240
WEI 0.00 Horz(CT) 0.00 3 n1a n/a
Matrix -MP
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 43
lb uplift at joint 3. 103 lb uplift at joint 2 and 31 lb
uplift at joint 4,
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 10%
41
r J-q Ji"", W N ArA., 1 1tt4, 1F E. No— (141"i ow.iu W,4 100 .1 W', _,
V frW, 4 Anthony 1, Totntic) U!, P1 r4 .4,
10tw 1,%r A 1. 10 W ". wit,A 0 N, f." W" .,4m. W W'",** N f,tt.,Vo 0 ;, 30083 t. k",
hq-4(M" 4451 !it. Lucie Blvd. FcA :)e,
ce, R 34W P1 kptha1
6410 ill, P t,
WRCLGlBL9 IJ6
Truss Type
Jack -Open
Ply
3
LARGO v1
A00466321 .
Al
1-0-0
truss,com Run: 8,120 s
3x4 :--
2 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 14:55:40 2018 Page I
ID:hA3xRN 7kH8GY—sQsevncy2zOBnp-84Pbts I 8Mq9qb4MUiEjXJlqumkj8l6ofT bMw03zTI FH
5-6-0 V
A
g-31 5-6-0
LOADING (pso SPACING 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.16 4-7 397 240 MT20 244/190
TCDL 100 Lumber DOL 1,25 BC 0.57 Vert(CT) -0.09 4-7 729 240
BCLIL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) -0,00 3 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 19 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No,2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-0
oc purfins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Mack recommends that Stabilizers *and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
3 = 140/Mechanical
4 72/Mechanical
2 283/0-3-8 (min. 0-1-8)
Max Horz
2 1 OO(LC 8)
Max Uplift
3 92(LC 8)
4 61 (C 8)
2 1 90(LC 8)
Max Grav
3 140(LC 1
4 99(LC 3)
2 283(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
I)Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd= 1 116mph TCDL=5.Opsf'BCDL=5.Opsf; h= 1 5ft;
Cat. It: Exp C; Encl., GCpi=O.18; MWFRS
envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ; end vertical left exposed; porch
left exposed:C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads,
3) - This truss has been designed for a live load of
20,Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
hntinm rhnrei P-1 qn\i nthAr ms mhpm
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 92
lb uplift at joint 3, 61 lb uplift at joint 4 and 190 lb
uplift at joint 2.
LOAD CASE(S)
Standard
xtiaq (IN;e tlaeyur mmaleR "i , iOQ, tIJ5St1 iEdEKi F eitA; [EUIS a (:!q Cr<rJtiDk¢ {tt;C k(fiNGdlt3nMEN" Ins_ fn r O+ap rmueaxs aae rest aver Nts Less dea.g Lnriy i[C ! iN 1rtMt7I teN , t F fdao-re tktt ke6 e eye Uders Mk mu uKN w rio lUP aw
I-hw s" N# to s 14 s0' 10" 4,4 " 1, to .1t rA. M 1 7V, a gaxseaprxs WA mm- "'wo, , du0
N, 1 W" " to "Ws'W#y 0 N I— r. 0-" A, 1.4" )"'J . N ew 0'. it', ' c we Me WO .4 R I * 'PV.N 0 to '" .4 - 44 ON,'- T.1em pa"'4 -w An,tv,iiy F, Iomb. Ww. . k" 47$0083
4451 St.
Lucie Blvd. Anihq.yI,
IomhIII'P1' INPWA(lio of tk+' doweefti'm *AV imm rc PIOMNed wilhof tht ."Nf't pt-ssw h." A Igo( Ir ... C' AA boy I, Combo Ill. P L ;o,( Poice,
FI, 34946
Job * Truss Truss Type
WRCLG1 BL9 R Jack-Open
V
10 1 1
A0046633
1 Roof Trusses. Fort Pierce. FL 34946, desirin0al truss.com
Plate Offsets -(-X,y)-_-- - - -- [M-3-EJEdge1
s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Thu Apr 5 14:55:41 2018 Page 1
ID: hA3xRN7kH8GY—$Qsevncy2zOBnp-cGzz5B2m78HhDExhFxEmrzNzK8—OUZ2oiF5UZVzTIFG
7-0-0
A
3x6 11
5
I
7
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in Joe) Ildefl L/d
TCLL 20.0 Plate Grip DOL 1,25 TC 0,98 Vert(I-L) 0.10 5-8 818 360
TCDL 10.0 Lumber DOL 1,25 BC 0.85 Vert(CT) 0.24 5-8 350 240
EJCLI- 0.0 Rep Stress Incr YES WEI 0.00 Horz(CT) 0.05 4 n/a n/a
BCDL 10.0 Code FBC2017rTP12014 j Matrix -MP Wind(LL) 0.23 5-8 356 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 6-6-12 oc bracing.
MiTek recommends that Stabilizers and
required cross bracing be installed during truss
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
4 183/Mechanical
2 = 342/0-3-8 (min. 0-1-8)
5 = 90/Mechanical
Max Horz
2 = 156(LC 12)
Max Uplift
4 133(LC 12)
2 92(LC 12)
Max Grav
4 183(LC 1)
2 = 342(LC 1)
5 = 128(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-517/26
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph: TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat, 11: Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Extenor(2) zone; cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10,0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) * This truss has been designed for a live load of
90 Oncf nn tht hnttnnn rhn,d in All prpnc whpp A
5) Provide mechanical connection (by others) of
truss to hearing plate capable of withstanding 133
lb uplift at joint 4 and 92 lb uplift at joint 2.
LOAD CASE(S)
Standard
Dead Load Dell. = 118 in
PLATES GRIP
MT20 244/190
Weight: 26 lb FT = 10%
4s.1—D In " S-."' fvqi—;'t"w 100 "e"oo, . -x'- am 1W t"'rm rk 0, Nu t".' of . rk, it W! 4, IN 7*0"' ..... W own t.oivm' 'W.W Anrkfiy T. Tombc, IF, P.E. C<
A ,<dt!S i' k kilt "t iilk 1N .Mint lf"tt .lie C4 1=1Rf ,Nt,"'. Ik rattly Sei tlro r•rk Ni IIM Ii(t,61 Nt141.4i.njet;rjF n4l3Sl 7f 4tp r4dkK'QP Rat 1l!hEItS AM1S. 45. nki"lmt4>}R' BWIMNet M"'.3y k7 bt?, rNYiuikd +80083 4451
St, Lude Blvd, Fort
Pleicp, Fl- 34946 qtqhl
is 2016 A I Root lmstm P'l' UJimif moo of M, lommua,maag form, " Belli led withoanhe.6mo liewwon hom A I Roof lrv'ues
Job Truss Truss Type Qty - Ply RYAN HOMES /LARGO V1
1
66 - 34WRCLG*IBL9 M7G Jack-Closed Girder 1 A004
Job Referer1 - -- Al Roof Trusses, For-1-P-il9 Pierce,
FL 34946, design@altruss.corn Run: 8,126 s Nov v 261 13rint: 8.120 s Nov 12 2017 MiTek ID:
hA3xRN7kH8GY—sQsevney2zOBnp-4TN 3-
6-0 7-0-0 3-
6:6 - - I - 6x6
1.
5x4 11 3
3x6
11 4x6 7-
0-0_ 3--
6-0 LOADING (
pso SPACING- 2-0-0 CS1, DEFL. in loc) I/defl L/d TCLL
20.0 Plate Grip DOL 1,25 TC 0.18 Vert(LL) 0.03 4-5 999 360 TCDL
110.0 1 Lumber DOL 1.25 BC 0,95 Vert(CT) 0.05 4-5 999 240 6CLL
O.O Rep Stress Incr NO WEI 0.64 Horz(CT) 0.01 4 n/a n/a BCDL
10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.03 4-5 999 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x6 SP No.2 WEBS
2x4 SP No.3 WEDGE
Left:
2x4 SP No.3 BRACING-
TOPCHORD
Structural wood
sheathing directly applied or 3-11-9 oc purfins,
except end verticals, BOT CHORD
Rigid ceiling
directly applied or 8-94 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 = 1480/
0-3-8 (min. 0-1-12) 4 1564/
Mechanical Max Herz
1 138(
LC 23) Max Uplift
1 A32(
LC 8) 4 527(
LC 8) Max Grav
1 1480(
LC 1) 4 1564(
LC 1) FORCES. (lb)
Max, Comp./
Max. Ten. - All forces 250 (lb) or less except when
shown. TOP CHORD
1-2=-
2109/600 BOTCHORD 1-
9=-
651/1912, 5-9=-651/1912, 5-1
0=-651/1912, 4-1 0=-651/1912 WEBS 2-
5=-
43411579, 2-4=-2152/732 NOTES- 1)
Wind:
ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph;
TCDL=5.Opsf; BCDL=5.Opsf; h=25ft: Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS envelope);cantilever
left and right exposed; end vertical left
exposed; Lumber DOL=1,60 plate grip DOL=1-
60 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 432 lb uplift
at joint 1 and 527 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 265 lb up at 1-6-12, and 832 lb
down and 265 lb up at 3-6-12, and 832 lb down and
265 lb up at 5-6-12 on bottom chord. The design/
selection of such connection device(s) is the
responsibility of others, 7) In
the LOAD CASE(S) section, loads applied to the face
of the truss are noted as front (F) or back B), LOAD
CASE(
S) Standard 1)
Dead +
Roof Live (balanced): Lumber Increase=1,
25, Plate Increase=1.25 Uniform Loads (
plo Vert: 1-
3=-60, 4-6=-20 Concentrated Loads (
lb) Vert: 5=-
832(F) 9=-832(F) 1 0=-832(F) 5 14:
55:42 2018 iLhYJcDsGxw4r1 PLATES
GRIP
MT20 244/
190 Weight: 40
lb FT = 10% I hic
tri— h— h—n rincinnori fnr a 10 n ncf W? reaA
Ithony
I . Tom.to III, P F 64WA" 081
4451
St
Lucie LM,d. ArAayl 1.
401,p'fesscs WhopylAmb.111 PF f(" "Wrrfl, .
4 MIA6
Job . 'Truss Truss Type
WRCLGIBL9]VM3rs Valley
At Roof trusses. f%rt Pierce, FL 34946, design (@.a 1 - tru - s - s. com
LOADING (pso 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 3-0-0
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
mitek recommends that Stabilizers and
required cross bracing be installed during truss i
erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size)
1 = 90/2-11-6 (min. 0-1-8)
2 67/2-11-6 (min, 0-1-8)
3 = 22/2-11-6 (min. 0-1-8)
Max Horz
1 46(LC 12)
Max Uplift
I 22(LC 12)
2 53(LC 12)
Max Grav
1 90(LC 1
2 = 67(LC I
3 45(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150rnph (3-second gust)
Vasd=1 16mph; TCDL=5,Opsf; BCDL=5,Opsf; h=25ft;
Ca 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,
rR—i— pt irtintkA 9 --0— —.11.1 1n —,Nn V1
A0046635
12
2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Apr 5 14:55:42 2018 Page I ID:
hA3xRN7kH8GY—sQsevncy2zOBnp-4TXLIX3OtSPYqOWtpfl?OAwMdYXfDOlxwvr1 5yzTIFF 3-
0-0 3-
6--6 -- 2x4
CS1.
DEFL. in (loc) Well Ud PLATES GRIP TC
0,12 Vert(LL) n/a n/a 999 MT20 244/190 BC
0.05 Vert(CT) n/a n/a 999 WEI
0.00 i Horz(CT) 0.00 2 n/a n/a Matrix-
P i Weight: 8 lb FT = 10% 6)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 22 lb
uplift at joint I and 53 lb uplift at joint 2. LOAD
CASE(S) Standard
Nlth(
my T, 7onibo III, P1 T'
W. ot, lot* 44 ,,ON T"' *4 swap00 . k "'M"W' 0 4 80083 4451
Sr- L, csf PIA Rw
341W, 2016A
1polf-w' 06.11 4M6111'ef, I bollwm AAoyl 600111 Ill. ZEI"
Ply i RYAN
Valley 11 1 1 A00466361- WRCLGiBL9 _jVMS
Al Roof Trusses, Fort Pierce, F
ca6
LOADING (pso f SPACING- 2-0-0
TCLL 20.0 j Plate Grip DOL 1.25
TCDL 10.0 1 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
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0
oc purfins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Mao recommends that Stabilizers and
required cross bracing be installed during truss
1 erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 4-11-6.
lb) - Max Herz
1= 86(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s)
1, 3 except 5=-104(LC 12)
Max Grav
All reactions 250 lb or less at
joint(s) 1, 3, 5, 4
FORCES. (lb)
Max, Comp,/Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-5=-183/320
NOTES-
1) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd=1 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat, 11; Exp C; Encl., GCpi=0.18; MWFRS
envelope) and C-C Exterior(2) zone;cantilever left
and right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss has been designed for a live load of
20,Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Bearing at joint(s) 3 considers parallel to grain
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12267 Mite -kin
ID:hA3-xRN7kH8GY—sQsevncy2zOBnp-Yf5jWt4
5,00 1-1 2
CS1. DEFL. in (loc) I/defl L/d TC
0.12 Vert(LL) n/a n/a 999 BC
0,06 Vert(CT) n/a n/a 999 WEI
0.00 Horz(CT) 0.00 3 n/a n/a Matrix-
P 6)
Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb
uplift at joint(s) 1, 3 except Ot=lb) 5= 104, LOAD
CASE(S) Standard
3
5
14:55:43 2018 Paqe I PLATES
GRIP MT20
244/190 Weight:
16 lb FT = 10% ANWIrPI
1 —1- caw '
4ztAe'rrt.Cbu;Pt in
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4 0 N "44 In eark, t 41 wt, .4 " *0 h, ""'10 V IN W N F'" waee Anthony T, Tonibo
1174, P E, Z W1083 4451
S( 140e
Blvd tepldggt t'?W
A I Root w h,, kthnn±LJ-40111' P L hp*'1w of the d—wol 'a cap lo.";1 Rwh'k0d .'1"q1 the —"r F—mm 1— A I int lroscrs Anlhosy 1 1000 W P F, Foe H 34946
TYPICAL HIP / KING JACK CONNECTION I STDTL01JANUARY17,2017
mom
Now"W"
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach End Jack's
w/ (4) 16d Toe Nails @ TIC
3) 16d Toe Nails @ BC
Attach King Jack w/ (3) 16d Toe
Nails @ TIC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
ttach Corner Jack's
d (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
44,5! St Wyd
fotl -IzO7"j,, >SC146
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL I STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
1'-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 ENDS.
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES
24' O.C.
2X6 DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS,
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MIN.).
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 EQR STRUCTURAL QABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
VERTICALNAILINGSCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131'
X 3') NAILS SPACED 6' O.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7--98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' D.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 /
UKAL
TRUSS
1L111 _., iTUO
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS,
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JULY 1 17,2017
STANDARD PIGGYBACK TRUSS STDTL04
CONNECTION DETAIL
sws
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-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34946
772-409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' D.C.) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2'X 8"
TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48"O.C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48"O,C,
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS, AT EACH 2"X 8"TEE-LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS,
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
0" i V`14
Antim,,y T Twdo 1, P. E
tw'tv m "" Wm .4,40 Of."q'o qvvmw fwm A I tot imsts
JULY 17,2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTI-05
A-1 ROOF TRUSSES
4A91 qT I I IrIP RI Vn
FOI
SECURE VALLEY TRUSS
W1 ONE ROW OF 10d
NAILS 6" O.C.
FeTA-F-W11110-2
GENERAL SPECIFICATIONS:
1. NAIL SIZE -- 3" X 0.131" = 10d
2. WOOD SCREW = 4.5"WS45 USP OR EQUIVALENT.
3, INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL 'A',
5, BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NOS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C,
E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24"O.C, (BASE AND VALLEY)
SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES,
WS45 (1/4- X 4.5-) WOOD SCREWS
INTO EACH BASE TRUSS.
l", i poll— NO,,; Anthony T Tombo H1, p f
to Ea" keftw s,
A4 51 t, W6. 4Vfl'
fart Pte;u,, R, 34 46
fow 4 pffmus%a i god fm,sfs
FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I STDTI-06
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
SECURE VALLEY TRUSS
W/ ONE ROW OF 1 Od
NAILS 6"O,C,
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W1 TWO USP
WS3 (1/4- X 3-) WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
0 SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3"X 0.131"= 10d
2, WOOD SCREW 7 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 INDIVILIAL DESIGN
DRAWINGS.
5, BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
To THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6. NAILING DONE PER NOS - 01.
7, VALLEY STUD SPACING NOT TO EXCEED 48'0.C,
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE 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.
1'0) Aift, 1w
Wloyl 4011tfl' Aptk"'I 10.641 P,;"
JULY 17, 2017
ki %..? %-l') L- 1-0 V f-A I- L- t— I %-? L- I " t— I f-% I L-
JHIGH WIND VELOCITY) STDTI-07
A-1 ROOF TRUSSES
4451 ST ' LUCIE BLVD,
FORT PIERCE. FL 34W
772A09-1010
ATTAC
WIND DESIGN PER ASCE 7-98, ASCE 7-(
WIND DESIGN PER ASCE 7-10: 170 MPl-
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY 11 BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE: 1
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24"0,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
MAXIMUM 6112 PITCH
BOTTOM CHARD BOTTOM CNQRD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
ko"1.410 M W—,
row, Ir
w m W T . kw, , 040,4, K" 0-P Ww w 0- 51 st Woe [live.,
6co;,wie, Ft 340146
FEBRU,ARY 17,2017 1 STANDARD GABLE END DETAIL 1 STDTL08
X1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/10d NAILS, 6' D.C.
VERT
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
F
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
DIAGONAL BRACING L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3, BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - 0' D.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A)
7 GABLE CZT"n DEFLECTION MEETS OR EXCEEEDS L/240
VERTICAL 2X6 SP OR SPF
STUD 2 DIAGONAL
BRACE
4) - l6d
NAILS 16d NAILS
SPACED 6' D.C.
2) IDd NAILS
INTO 2X6 2X6 SP OR
SPF #2
2X4 SP OR
SPF #2 TYPICAL HORIZONTAL
BRACE NAILED TO
2X4 VERTICALS
SECTION A -A W/(4) - 10d NAILS
PROVIDE 2X4 BLOCKING BETWEEN
THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) Eld NAILS MINIMUM,
PLYWOOD SHEATHING TO
2X4 STD SPF BLOCK
12' MAX.
8, THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAL. BRACE
S. GO 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 0131'X35' COMMON WIRE NAILS
RESPECTIVELY.
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
2) DIAGONAL
BRACES AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #3 t STUD 12"0,C, 3-8-10 5-6-11 6-6-11 11-1-13
2X4 SP #3 1 STUD 16'0.C. 3-3-10 4-9-12 11 9-10-15
2X4 SP #3 t STUD 24"0,C. 2-8-6 3-11-3 5-4-12 8-1-2
2X4 SP #2 12'0,C. 3-10-15 5-6-11 6-6-11 11-8-14
2X4 SP #2 16"0,C. 3-6-11 4-9-12 6-6-11 10-8-0
2X4 SP #2 24* O.C. 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' D.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER
90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
ROOF
SHEATHING
2) -
NAILS
10d
TRUSSES 0 24' O.C.
2X6 DIAGONAL BRACE
SPACED 48' D.C. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
SEE SECTION A -A)
END WALL
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
T-BRACE / I -BRACE DETAIL
FEBRUARY 17, 2017
WITH 2X BRACE ONLY STDTL09
NOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO
CONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6. O.C.
NOTE. NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X6 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 [-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
NAILS
WEB
T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10
A
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
w._.......,._ TOP CHARD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM 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'). ATTACH TO VERTICAL
WITH (3)
NAILLS (0131' X-3 )
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
USE METAL FRAMING
ANCHOR TO ATTACH
TO BOTTOM CHORD
TRUSS
ATTACH TO VERTICAL
WEB WITH (3) - 10d
NAILS (0131' X 3')
2X6
STRONGBACK
4' -
TYPICAL
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS,
FASTEN TO TOP AND
BOTTOM CHORD WITH
2) - 10d NAILS (0.131'
X 3') IN EACH CHORD
ATTACH TO VERTICAL
SCAB WITH (3) - 10d
NAILS (0.131' X 3')
0' WALL
SPLICE) (BY OTHERS)
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
0.216' OIA.)
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 (0131' 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
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN). Aid* 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
FORT PIERCE, FL 3494E
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
ca
0 135 93.5 85.6 74.2 72.6 63,4
162 108.8 99,E 86.4 84.5 73.8
r^i
128 74.2 67.9 58.9 57.6 50.3
ca
p
a
131 75.9 69.5 60.3 59.0 51.1
N 148 81.4 74,5 64.6 63.2 52.5
M
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED,
EXAMPLE:
3) - 16d NAILS (0.I62' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 115:
3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (OOL) = 291.5 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30" TO 60'
45.00'
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE ENO DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
0°
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
OQ°
FEBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
UPLIFT TOE -NAIL DETAIL
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
NOTES:
STDTL12
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
17
131 59 46 32 30 20Z
O
1
135 60 48 33 30 20
U?
162 72 58 39 37 25
J
Z 0 128 54 42 28 27 19
F—
z
z
131 55 43 29 28 19
w
148 62 48 34 31 21I
Lo
J N
Z
120 51 39 27 26 17
0
Z 128 49 38 26 25 17
131 51 39 27 26 17J
O 148 57 44 31 28 20
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162` DIA. X 3.5") WITH SPF SPECIES TOP PLATE
FOR WIND OOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (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 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE t4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR Sl
94
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
1
NAIL
NAIL
SIDE VIEW END VIEW
FEBRUARY 5, 2016 TYP W NAILER ATTACHMENT STDTL13
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
1.5x4
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
oxrl
0.
r*7 2x4 SP No. 2 (Min)
A7
1.5x4 A7
2x2 SP No. 3
10 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
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
Cep
12
VARIES
STDTL 14
Lam
MAX 3011(21-611)
2x6 #2 SP (Both Faces)
24
11
O.C.
SIMPSON H5
Emma tbxnn 4W, llkt, fiJ. I VW-'_"W 'uh ."r — a' x' a " . '— " '- t" . I—, ( 4—
IM . . ....
N" 4451 St Bi,l
VV f'o" -" ",
4m0 I ...... kA.'y I ;-N III P I 4pow.. 0 1- 0--. "hw the k $W I-- AA.' f I-*. III, P Izj 6'k` 't '— ' ' ' """"
i """" ""'
FEBRUARY 17, 2017
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
STQTLISDAMAGEDORMISSINGCHORDSPLICEPLATES
A-1 ROOF TRUSSES
4451 ST LUCIE BLVD.
FORT PIERCE, FL 34W
772-409-1010
3
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK
X
INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767
44 66 48 3657 5485t3346 5019 j 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' Q.C. AS SHOWN (.131' DIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
G
BREAK
10d NAILS NEAR SIDE
t 10d NAILS FAR SIDE TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED, THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
FEBRUARY 17,2017 I SCAB APPLIED OVERHANGS I STDTL16
i
A' I ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 115
SPACING: 24' D.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
1101110
1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS 048' DIA. X 3') SPACED 61 D.C.
2, THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X- SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
Ink, 211,0140. "1, 1
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24,
D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
IREFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADESI
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U N I E R S A L WESProectNo:0110,1700732,0000
ENGINEERING iENGES
rkorder No: 9427191-1
0— " n--I *- IIIA/InIA
Consultants In: Geote( h nical Engineeriwj - Environmental Sciences
Geophysical Services - Construction Materials Testing - Threshold Inspection
Building Inspection - Plan Review - Building Code Administration
3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 9—
In-Plgg2 Q201ft I22t ReR2
Client: Ryan Homes
4307 Vineland Road Suite H-16
Orlando, FL 32811
Project: Kensington Reserve, House Lot Testing
UES Technician: Justo Colon
Date Tested: 12/28/2018
3998 Brisson Avenue, Sanford, Seminole County, FL 32773
Area Tested: Lot 108 - 3888 Crawley Down Loop Type of Test:
Material: Fill Field: ASTM D-2937 Drive Cylinder Methoc
Reference Datum: 0 = Top of Fill 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
MaximumDptjmum
Density
Pcf)
Moisture
Field
Density
pcf)
Field
Moisture
Soil
Compaction
W
Fill
Depth
inch)
Pass
or Fail
1 Southwest corner of pad(Proposed 1-2 ft 105A 12.2 101.5 6.0 96 N/A Pas:
Footing)
2 Northwest corner of pad(Proposed 2-3 ft 105.4 12.2 102.9 5.9 98 N/A Pas:
Footing)
3 Northeast corner of pad(Proposed 2-3 ft 105.4 12.2 104.2 6.2 99 N/A Pas:
Footing)
4 Southeast corner of pad 1-2 ft 105.4 122 105.1 5.8 100 N/A Pas:
5
1 Center of pad 2-3 ft 1
105.4
1
12.2 106,2
1
6.6
1
101
1
N/A Pas:
I
Remarks: At time of testing, footing had not been excavated. All densities were done inside the pad area.
TA —4-1 —f—#— #,I teah.nmoFo n6—#f #1,- —4 --h—, n11 --+ — — rv.nC.AlnnHaf --h, ^# —, nlennfo —4
DESCRIPTION AS FURNISHED: Lot 108, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: Ryon HomesINVR Inc.
TRACT H CONSERVArION AREA
4rrLA/V625' PORr1O1V6U0FEI? F_ TRACT
H F
39,
87' LOT
108
08 82,27'
LOT 109
cp 78.37
DIR kk)
LOT
107
ti 5.
00' 5.00' 300ti FORMBOAROFOUNDATION
TOP
OF
FORMS JI , 70'
ro GO
5,
00,
2, Li O
21.
3'
5.00'
25.20'
25.20' 0 10'
UTILI ESM 1-t- 63.36' S 40*
13'15" W 40. 00'
q ZI
CRAIVL
E Y DO IVAIT L OOP 50' PRIVATE
RIW) PROPOSED = FINSHED
SPOT GRADE ELEVATIONS PLOT PLAN AREA CALCULATIONS BUILDING SETBA KS: AS FURNISHED PER DRAINAGE
PLANS IMPERVIOUS COVERAGE = 1,993± SQUARE FEET OR 32.XX PROPOSED DRAINAGE
FLOW LOT CONTAINS
6,168± SQUARE FEET WALK ON=
43± SQUARE FEET REAR = 20'
SIDE 5'
FOR 40LOTS LOT GRADING TYPE
A WALK OFF=200± SQUARE FEET SIDE 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR
PER PLANS 31,7' DRIVE ON=403± SQUARE FEET SIDE 10' FOR 75' LOTS DRIVE OFF(APRON)=
91± SQUARE FEET SIDE STREET = 25' flUS-E'jVME-
rER -SCOTT & ASSOC, INC - LAAlrD SURVEYORS LEGEND LEGEND - P
AT PD)
POINT 5400 E. COLONIAL
DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F P L
FIELD TYP. ONLINE TYPICAL
NOTES. 1p
IR. RON
PIPEIRON ROD PR._
P.C.C.POINT POINT OF REVERSE, CURVATURE: OF COMPOUND CURVATURE1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS INC STANDARDS OF PRACTICE SET FORTH BY INC FLORIDA 4IOARO OF CIM. eONCRCIE MONUMENT
RAD. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SS SET LR
VZ* TP •/#LII 4596 MR. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEA4 THIS SURVEY W OR COPIES ARE NOT VALID. REC, RECOVERED VP.
WE TNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PALL, POINT OF
BEGINNING CALC CALCULATED OR EASEVEbTS THAT AFFrrT THIS PROPERTY. P.O.C.
POINT OF COMMENCEMENT PR A PERMANENT REFERENCE MONUMENT 4. NO UNDERORCUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, Hall) CENTERILINE MAIL
DISK
F
F 94 1_ FINISHEDFLOOR ELEVA ON IN BUILDING SETBACK
LME5' THIS SURVEY IS PREPARED FOR THC SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY, R/W I,,(,
HE OF -WAY BM. BENCHMARK 6 GAME NSIONS SHOW.1 FOR THE LOCATICN OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESHT. EASEMENT B.
B. BASE BEARING 7. B&ANINGS, ARE BASED AS.`UIkef) DATUM AND ON THE LINE SHOWN AS WE BEARING (84) DRAIN. DRAINAGE B.
ELEVA"ONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED, VEIL, CLFC. UTILITY
CHAINLINK FENCE9. CERTIFICATE OF AUTHORIZATION N,, $596. WILFC. C/9
WOODFENCECONCRETE BLOCK SCALE
I" DRAWN
BY: P.C, P.
t DESC.• POINT OFCURVATURE
POINT OF TANGENCY
BES CREPTION 0
CERTIFIED BY. DATE ORDER No. R L RADIUS
ARCLENGTH PLOTPLAN10-03-2018 6639-18 0 DELTA FORMBOARD
FOUNDATIONIELEVS. 01-02-2019 86.54-18 C CD, CHORD
CHORDBEARING NORTHTHIS BUILDING/
PROPERTY
DOES NOT UE WITHIN THE ESTABLISHED 100
YEAR FLOOD PLANE AS PER "FIRM'TO RUSENM 4 ZONE "X MAP
f 12117CO09OF (09-28-07) AWE SCOTT, R.
L.S # 4801
15 lightyears, Inc
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
15 lightyears
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building
Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing.
The attached forms were provided by the Florida Building Commission as the accepted forms to be
submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical
Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through
R-80 (page numbers 159-161).
Web link provided for quick access to the TAM document hftps://tinyuri.com/2017FBC-TAM
These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401 2,
Prescriptive, Performance, and Energy Rating Index (ERI) paths.
We are working with building departments across Florida to standardized the form submittal process and
would like your department to allow these forms to meet compliance. If there are any issues with
accepting these forms, please reach out to me directly and I will ensure that we submit any specific form
that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com
Respectfully,
Timothy STWith
15 Lightyears, Chief Operations Officer
Energy Technical Advisor
RESNET Quality Assurance Designee
IECC Residential Energy Inspector/ Plans Examiner
Member, Building Officials Association of Florida Member and Code Development Committee
participating member. Also, representative to the Florida Building Commissions, Energy Technical
Advisory Committee for the BOAF- CDC
FORM R405.4.1-2017
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
jurisdiction: Permit#: g_ q;c()
job Information
Builder: Community: Lot:
Address: Unit:
City: State: Zip:
Air Leakage Test ReSUItS 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 wg, (50 pascals) in Climate Zones I and 2.
PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50.
1 7
ACH(50) specified on Form R405-2017-Energy Cote (Performance) or P406-2017 (ERI):
5 X 60 + & -s7u C-1 = :5-- Metbpdfp"alculating building volume:
CFM(50) BuildVolume ACH(50) 0 Retrieved from architectural plans Mechanical
Ventilation is not required) U Code software calculated ASS (
with Mechanical Ventilation) 0 Field measured and calculated FAIL
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 489A
05(3)(f), (g). or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided
to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During
testing: 1.
Exterlor windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other Infiltration control
measures, 2.
Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures.
3.
Interior doors, if installed at the time of the test, shall be open, 4,
Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 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 Li ears, 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: 0, Printed
Name of Tester: Will Torres License/
Certification #: 9704654
Issuing
Authority. RESNET
FORM R402-2017
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
jurisdiction: 1 Permit #: Lll,h 0
job Information
Builder: Community: Lot:
Address: Unit:
City: State: Zip:
Duct Leakage Test Results
System 1
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? E]YES() []No
Performance / ERI Method cfm25 (out or Total)
To qualify using this method, Qn must not be greater than the
Q,g25 Qn proposed duct leakage On specified on Form R405-2017 or R406-2017.
Total of all Total Conditioned
Leakage Type selected on Form Qn specified on Form R405-2077
systems Square Footage
R405-2017 (Energy Calc) or R406-2017 (Energy Ca1c) or R406-2017
FAIL
Duct tightness 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 Ligh!years, 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 Tester: Date of Test:
1
Printed Name of Tester: Will Torres
License/Certification #: 9704654 Issuing Authority: RESNET
THIS ACKNOWLEDGES THAT
HAS MET THE STANDARD REQU I RED BY RESNET, ASA
CERTIFIED HOME ENERGY RATER
RT IN # 9704654
Certification Date: November 7, 2018
Certification Expires: November 7, 2021
7
Tim Smith,
RESNET Quality Assurance Designee
15 1*1"'"htveU"'0"
r5"'
RESNET QA Provider # (1998-199)
FORM R405.4 1-2017 /?- 71
A 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: 2(2
Address: LL10 `2Unit: City:
State: Zip: Air
Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method 0
PRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes
per hour at a pressure of 0,2 inch W.g. (50 pascals) in Climate Zones 1 and 2. fflPERFORMANCE
or ERI METHOD. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding Ithe
selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(
50) specified on Form R405-2017-Energy Cate (Performance) or R406-2017 (ER& Ezj x
60 MetbodfQr&alculating bu*ldingYolume: CFM(
50) Buildfrig Volume ACH(50) 0 Retrieved from architectural plans AtPPASS (Mechanical
Ventilation is not required) 'Qxode software calculated F-1
PASS (with Mechanical Ventilation) 0 Field measured and calculated 1:1FAILR402.4.
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 4891 05(
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,
l.Exterior
windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other Infiltration control measures,
2.Dampers
including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3.
Interior
doors, if installed at the time of the test, shall be open. 4.Exterior
doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5,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. Printed Name
of Tester: Kyle Higgins License/Certification #:
BHEDTG Issuing Authority. RESNET