2826 Gipper Cir - BR18-002927 (a) SFHS. KFO
I I R 1 1) 1 P1, R T 1, IN
Building & Fire Prevention Division
PERMIT APPLICATION
Application No: 0} 9
Documented Construction Value: $
Jab Address: Cjnk later_,.. G,gg=A,- Historic District: Yes No®
Parcel ID: 22-20-30-520-0000- O-Z 50 Residential Commercial
Type of Work: Newt Addition Alteration Repair Demo Change of Use Move
Description of Work: Single Family Residential
Plan Review Contact Person:
Phone: 407-865-8208
Tracy Wiggers
Fax:
Title: Project Coordinator
Email: twiggers@dwhomes.com
Property Owner Information
Name CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365
Street: 1111 N. POST OAK ROAD
City, State Zip: HOUSTON, TX, 77055
Name Casey Dare
Street: 213 Majestic Eagle Drive
Resident of property? :
Contractor Information
City, State zip: PoOnte Verde, FI, 32081
Phone: 407-865-8208
Fax:
State License No.: CBC1254984
Architect/Engineer Information
Name: Monta Consulting & Design Phone: 407-681-1920
Street: 1035 Greenwood Blvd. Suite 173
City, St, zip: Lake Mary, Fl, 32746
Bonding Company:
Address:
Fax:
E-mail: admin@montaconsulting.com
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, :and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code
Revised: January 1, 20l3 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
managenment districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of time 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 time permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in co iance with all applicable laws regulating construction and zoning.
v-iA -z //) /) ( ?-: 4
gfiature of O tii tr/Agent ate i nature of o ractor/Agent D e
n _
Print Owner'
1 /lam,
Signature
Print
fi>~Y LEE WIGGERS , •M, Y LEE WIGGERS1. .F`• L'Nota Nblic — State of Florida ; g, rY otary.Fubiic — State of Florida
Commission # GG 161813 ; • ; 1' • Commission # GG 161813
My Comm. Expires Nov 20, 2021 My Comm. Expires Nov 20, 2021
Owner/A eni"i Ie or Cont ct(7itCr ` enta4egeaftavahF ftW Sp
Produced D ype of ID Produce Type o _
BELO`V IS FOR OFFICE USE ONLY
t '13
to Me or
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: $// 7 "/t/ WASTEWATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revised: January 1, 2018 Perntit Application
Le:1 Department
N
David Weekley Homes
May 16,2018
RE: Signatory approval of David Weekley Homes sales contracts in the Orlando Area
To whom it may concern:
Please accept this letter as confirmation of authority of our Sales Managers, Project Managers and Division or
Area Presidents to approve and sign David Weekley Homes Purchase Agreements and Construction
Agreements, for the construction and sale of homes in the ordinary course of business, in the greater Orlando
Area, namely:
Shad Tome
Brent Bartholomew
Brannon Riley
Larry Buffington
Casey Dare
John Woods
Austin Lewis
Regards,
k"
Joh Burchfield
Ge erel Counsel
Arlanta , Ausrtn # Charleston , Chartoue , Chicago Denver Greater Hilton 14tad
Hoii ton , Indianapolis I Jack.sonvtlle 4 Xfinneapoks/'-'It.Paul I Nashvitle , Ortando Panama City 0 Phoenix
Ralo,,h , Salt Lake Gry , SanAnton[o - arasora I Tampa ',Vilniinoon
Name
Address
City:
Phone:
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
225South VVestrnonteDrive, Suite]3OO Altamonte Sr)
rines State FL 407-865-
8255 Fax: Email: twiggers@dwhomes.com Zip Code:
327I4 Property Address:
2826GipperCircle Property Owner:
CND — Reagan, LLC(Texas UI> Parcel Identification
Number: 22-20'30-520-0000'0250 Phone: 713-
315-3365 Fax: Email - The 1
New
Structure | |Exi i/m u(P O0FIRM Adopt n) F— Expansion/Addition | |
Existing
Structure (Post 2OO7FIRM Adoption) Pre 2UU7FIRM adoption = finished
floor elevation 12"above 8FE Post 2007 FIRM adoption = finished
floor elevation 24" above BFE (Ordinance 4076) Flood Zone X Base Flood
Elevation N/A The referenced Flood Insurance Rate
Map indicates the following: The Parcel isinthe F|oodp|
ein A portion of the Parcel
is in the F|oodp|ain The Parcel isnot inthe E__
I F|oodp|uin L_] The Structure is in theF|
oodp|ain The Structure isnot |nthe 1 F|
oodp|a|n Datum N/A
Map Date September 28,
2007 Hoodway Roodway
F|oodvvay F|nodvvay Floodway
if
the
subject property
is determined
to
be flood zone 'A', the best available information used to determine the base flood elevation is: 8P#
18-2927 Reviewed by: AfWaelCW, C141-
ff - Michael Cash,
CFIVI Date: July 9, 2018 Cemficate\000d Zone Determination Request mrmmu
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FLInst #2018113358 Book:9223 Page:400; (1 PAGES) RCD: 10/4/2018 9:41:35 AM REC
FEE $10,00 Prepared
by and Return to: JOHN
KINGMAN KEATING Town
Square Tide, Ltd, 250
E. Colonial Dr., Ste. 301 Orlando,
Florida 32801 Tale
hone: 401-422-2234 NOC18497
RECORDING
INFORMATION ABOVE TITIS LINE NOTICE
OF COMMENCEMENT Permit
Number: Tax Folio Number: 22-20-30-520-0000-0250 STATE
OF FLORIDA COUNTY
OF ORANGE 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: I.
Legal Description of the Property: Lot 25, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book
81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida. ProEerty
Address: 2826 GipjLer Circle, Sanford, Florida 32773 2.
General Description of ITprovemem: Construction of single-fanuly residence and applicable associated imrovements. 3.
Owrier/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company I I I I N, Post Oak
Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Saute
4.
Contractor's: (a) Name and address: Weeldey Homes, LLC, a Delaware Bruited liability company 225 S. Westmonte
Drive,, Suite 2000, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5.
Surety (it Applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A Amount
of Bond: N/A 6.
Lender. La) Name and Address. N/Ai (b) Phone Number N/A 7.
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as erovided
k Section 713,13Q)&7, Florida Statures : (a) Name and Address: N/A (b) Phone Number NIA 8.
In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided i Section
713. 1 1(1)(b), Fjorkk &4iarc4: (a) Name and Address: N/A; (b) Phone Number N/A 9.
Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction an final
payment to the Contractor, but will be I year from the date of recording unless a different date is specified: 1,,
1, AM I I'l KA NOTICE
OF COMMENCEMENT ARE C, 1,
SECTION 713.13, FLORIDA STAT IMPROVEMENTS
TO YOUR PROPERT POSTED
ON THE JOB SITE BEFORE T1 CONSULT
YOUR LENDER OR AN ATI NOTICE
OF COMMENCEMENT. Verfication
pursuant to Section 92.525, Florida S and
that the facts stated are true to the best of my STATE
OF FLORIDA COUNTY
OF ORANGE IN11,
K AIr ILK I HE EXPIKATION OF THE PAYMENTS
UNDER CHAPTER 713, PART ULT
IN YOUR PAYING TWICE FOR IENCEMENT
MUST BE RECORDED AND IF
YOU INTEND TO OBTAIN FINANCING, IENCING
WORK OR RECORDING YOUR Clare
that I have read the foregoing liability
4-
1 By:
John
Kingman Kcat' ithorized Ag( I
HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the that
at the execution of this instrument on the date set forth below, John Kingman Keating personally appeaj Agent
of Weekley Homei, LLC a Deta h i ed liability company and executed or acknowledged his/hei this
instrument. I HER THE EATIFY that JJ kha,
Kingman
Keating, is/are the same pe n
amens be Rersonally know him/her/them OR acknowledgingxecutioOf,'t 0
0oreg?
g egogI orepon
End., ofsamebaseduuiI , ;
d ,
ice c identification: ialtheStateandCountyoresai7thts26thdayofSepternber, 2018. ESOre'sWITNESSmyhanheS, d Notary-
F b Signature — ft" SANDRAGREER e
KItAMNA. & SEAL IMMED ATE LY BELOW) Commissiori#GG123703 ExpltesS#
plember8,2021 11r40
TW D.440NoW(Cercks ray aforesaid,
as Authorized
4 execution
of executing or
tory evidence
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100005 DATE: June 27, 2018BUILDINGAPPLICATION #: 18-10000558
BUILDING PERMIT NUMBER: 18-10000558
UNIT ADDRESS: GTPPER CIRCLE 2826 22-20-30-520-0000-0250
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF:
SUBDIVISION: PARCEL:
PLAT BOOK: PLAT BOOK PAGE: BLOCK:
TRACT:
LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: DAVID WEEKLEY HOMES
ADDRESS: 1111 N POST OAK ROAD HOUSTON TX '77055
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORDSPECIALNOTES: 2826 GIPPER CIRCLE / REAGAN POINTE SFR
FEE BENEFIT RATE UNITTYPEDISTSCHEDRATE
CALC UNIT TOTAL DUE
UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00ROADS -COLLECTORS 1.000 dwl unit 705.00N/A
Sing Family Housing .00FIRERESCUEN/A 1.000 dwl unit 00
LIBRARY CO -WIDE ORD 00
Single Family HouSI' 54.00SCHOOLSCO -WIDE ORD 1.000 dwl unit 54.00
Single Family Housing 91000.00PARKSN/A 1.000 dwl unit 91000.00
LAW ENFORCE N/A 00
DRAINAGE N/A 00
AMOUNT DUE
00
9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, 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 FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUT110LATERTHANCERTIFICATEOFOCCUPANYOROCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. 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 SANFORDBUILDINGDEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE
ME ('011R, D
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot2 5 Reagan Poi nte7413AN Builder Name: David Weekley Homes
Street: 2826 G ipper Circle Permit Office:
City, State, Zip: Sanford , FL , 32773 Permit Number
Owner: TD Jurisdiction: 691000
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2
1 New construction or existing New (From Plans) 9. Wall Types(2488,7 sqft.) Insulation Area
2. Single family or multiple family Single-family a, Frame - Wood, Exterior R=13.0 1350.00 ft'
b, Concrete Block - Int Insul, Exterior R=7,0 891.33 ft'
1 Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 247.33 ft'
4. Number of Bedrooms 4 cl. N/A R= ft'
10. Ceiling Types (1314.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38,0 1278,00 ft'
6. Conditioned floor area above grade (ft') 2022 b. Knee Wall (Vented) R=19.0 36.00 ft'
Conditioned floor area below grade (ft') 0
c. N/A
11. Ducts
R= ft'
R ft'
7. Windows(263.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 404.4
a. U-Factor: DbI, U=0.34 263.33 ft'
SHGC: SHGC=0.30
b, U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: a. Central Unit 40,0 SEER:14.00
c. U-Factor: N/A ft'
SHGC: 13. Heating systems kBtu/hr Efficiency
cl. U-Factor: N/A ft' a. Electric Heat Pump 41.0 HSPF:8.20
SHGC:
Area Weighted Average Overhang Depth: 1,333 ft,
Area Weighted Average SHGC: 0300 14. Hot water systems
a. Electric Cap: 40 gallonsEF: 8. Floor Types (1278,0 sqft.) Insulation Area 0.940
a. Slab -On -Grade Edge Insulation R=0.0 802.00 ft' b. Conservation features
b. Floor over Garage R=19,0 395.00 ft' None
c, other (see details) R= 81.00 ft' 15. Credits Pstat
Glass/Floor Area: 0.130
Total Proposed Modified Loads: 63.07 PASSTotalBaselineLoads: 65.60 1
hereby certify that the plans and specifications covered by Review of the plans and, j'RE STq 0thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythisCode.
calculation indicates compliance with
the Florida Energy Code. ro PREPARED
BY: Before construction is completed for
DATE: ___ ... ... ..... ..... 617/,18,,--, this building will be inspected 0 compliance
with Section 553.908 I
hereby certify that this building, 4s desisted, is, in compliance Florida Statutes. with
the Florida Energy Code. C W-E'T OWNER/
AVE T'. BUILDING OFFICIAL: DATE:
DATE: Compliance
requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified
factory -sealed in accordance with R403.3.2.1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope
leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 6/
7/2018 12:24 PM EnergyGauge@ USA - FIaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: Lot25ReaganPointe7413AN Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 2022 Lot #
Owner Name: Total Stories: 2 Block/Subdivision:
of Units: 1 Worst Case: No PlatBook:
Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2826 Gripper Circle
Permit Office: Cross Ventilation: No County: Seminole
Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL , 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
V Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL, Orlando FL—ORLANDO—INTL—AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2022 18400.2
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 Main 2022 18400.2 Yes 5 4 1 Yes Yes Yes
FLOORS
Vft Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Raised Floor Main 81 ft2 19 0 0 1
2 Floor over Garage Main 395 ft2 19 0 0 1
3 Slab -On -Grade Edge Insulatio Main 95.5 ft 802 ft2 0,31 0 0,69
ROOF
V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor, Tested Tested Insul, deg)
1 Gable or Shed Composition shingles 1429 ft2 320 ft2 Medium 0.85 N 0,85 No 0 26,6
ATTIC
V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC
Full attic Vented 300 1278 ft2 Y N
6/7/2018 12:24 PM EnergyGauge(D USA - FlaRes2017 Section R405,4.1 Compliant Software Page 2 of 5
FORM R4n5-9n 17
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Knee Wall (Vented) Main 19 Batt 36 ft' 0,11 Wood
2 Under Attic (Vented) Main 38 Blown 1278 ft2 0.11 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Oral . To-, ,,,--,,,WaH--Type Space P- Value Ft In Ft In Area R-Value Fraction Abscr-. Grade%
1 N Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0
2 N Exterior Concrete Block - Int Insul Main 7 10 0 9 4 93.3 ft' 0 0 0,6 0
3 E Exterior Frame - Wood Main 13 45 0 9 0 405.0 ft2 0 0.23 0,6 0
4 E Exterior Concrete Block - Int Insul Main 7 31 0 9 4 2893 W 0 0 0,6 0
5 S Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft2 0 0.23 0,6 0
6 S Exterior Concrete Block - Int Insul Main 7 30 0 9 4 280.0 ft' 0 0 0.6 0
7 W Exterior Frame - Wood Main 13 45 0 9 0 405.0 ft2 0 0.23 0.6 0
8 W Exterior Concrete Block - Int Insul Main 7 24 6 9 4 228.7 ft2 0 0 0,6 0
9 Garage Frame - Wood Main 13 26 6 9 4 247.3 ft2 0 0,23 0,01 0
DOORS
V# Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
N Wood Main None 25 3 8 24 ft2
2 Wood Main None 25 2 8 6 8 17,8 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 N 1 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft' 1 ft 4 in 5 ft 0 in Drapes/blinds Exterior 5
2 N 1 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft' 1 ft 4 in 6 ft 10 in Drapes/blinds Exterior 5
3 N 1 Vinyl Low-E Double Yes 0,34 0.3 N 8.0 ft' 1 ft 4 in 3 ft 9 in Drapes/blinds Exterior 5
4 N 1 Vinyl Low-E Double Yes 0,34 0.3 N 15.5 ft' 1 ft 4 in 5 ft 0 in Drapes/blinds Exterior 5
5 E 3 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft' 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5
6 S 5 Vinyl Low-E Double Yes 0,34 03 N 20.0 ft' 1 ft 4 in I ft 4 in Drapes/blinds Exterior 5
7 S 5 Vinyl Low-E Double Yes 0.34 03 N 32,0 ft' 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5
8 S 6 Vinyl Low-E Double Yes 0.34 0,3 N 21.3 ft' 1 ft 4 in 1 ft 2 in Drapes/blinds None
9 S 6 Vinyl Low-E Double Yes 0,34 0.3 N 24.0 ft' 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5
10 S 6 Vinyl Low-E Double Yes 0.34 03 N 60.0 ft' 1 ft 4 in 11 ft 3 in None None
11 W 7 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft' 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5
12 W 7 Vinyl Low-E Double Yes 034 0.3 N 8.0 ft' 1 ft 4 in 1 ft 4 in None None
13 W 8 Vinyl Low-E Double Yes 0,34 0.3 N 8.0 ft2 1 ft 4 in 11 ft 3 in None None
6/7/2018 12:24 PM EnergyGauge@ USA - FlaRes20117 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
GARAGE
Vit
1
Floor Area
592.5 ft2
Ceiling Area
592,5 ft2
Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
64 ft 8 ft
INFILTRATION
Scope
l Wholehouse
Method
Proposed ACH(50)
SLA
000405
CFM 50 ELA EqLA ACM ACH 50
2146.7 117.85 221,64 .3638 7
HEATING SYSTEM
V #
1
System Type
Electric Heat Pump/
Subtype
Split
Efficiency Capacity
HSPF:8.2 41 kBtu/hr
Block
1
Ducts
sys#1
COOLING SYSTEM
l
System Type
Central Unit/
Subtype
Split
Efficiency Capacity Air Flow
SEER: 14 40 kBtu/hr cfrn
SHR Block
0,75 1
Ducts
sys#1
HOT WATER SYSTEM
V#
1
System
ll-
Type SubType
Electric None
Location-,
Garage
I
E-F-
1111I Clap I I I1-,-- -1
U-sle,
I I
SetPnt
0.94 40 gal 60.9 gal 120 deg
Conservation"
None
SOLAR HOT WATER SYSTEM
V FSEC
Cent # Company Name
None None
Collector
System Model # Collector Model ft Area
ft2
Storage
Volume FEF
DUCTS
Supply ---- ---- Return ---- Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool
Attic 6 404A ft Attic 101,1 ft Default Leakage Main (Default) (Default) 1 1
6/712018 12:24 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
TEMPERATURES
Programable Thermostat: Y Ceiling Fans,
CoolinJan Feb Mar Apr Ma Jun Jurj A Xj Oct Nov Dec HeatingJan
Feb Mar A r M y jXj Jun Jul XlAug Sep Oct XjNov Dec XjVenJanFebXMarAprMayJunJulAugSepOctXNovDecThermostat
Schedule: HERS 2006 Reference Hours Schedule
Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (
WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM
80 80 78 78 78 78 78 78 78 78 78 78 Cooling (
WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM
78 78 78 78 78 78 78 78 78 78 78 78 Heating (
WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM
68 68 68 68 68 68 68 68 68 68 66 66 Heating (
WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM
68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL
VENTILATION Type
Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime
Vent 58 0 0 0 1 Electric Heat Pump 1 - Central Unit 6/
7/2018 12:24 PM EnergyGauge®R USA - FlaRes2017 Section R405.4,1 Compliant Software Page 5 of 5
FORMR405-2U17
e LEVELUU«0 U U 0 (EPL)
DISPLN N CARDAY N N y
ESTIMATED ENERGY PERFORMANCE INDEX* =qA
The lower the EnergypedbnnanmaIndex, the more efficient the home. 2O20GipperCircle,
Sanford, FL, 32773 1 New
construction mexisting o, Single
family mmultiple family a, Number u/
units, nmultiple family Number mBedrooms m /nthis
aworst case?
sConditioned floor area (n`) r. winupws`^
oovunpoon o o'poowc om.
u=oa4 snso:
aHmc~o.uo b. u-Factor:
wm sxGC: c u-
Factor: wm S*Gc
u.
u-Factor: N/A
Smoo: Area
Weighted Average Overhang Depth Area
Weighted
Average aHoc: o Floor Types
a mwo'on-orauoEdge
Insulation x Floor
over Garage c. other (see details)
New (From Plans) o.
Wall Types ns*movn
Area Single-family a pFrame Wood,Exterior P=13o
mm0on" uConcrete Block mtmvv/.Exterior R=ro eo,onrr
cFrame ' Wood, Adjacent n=mo 24733n 4 g. N/
A x= n` 10Ceiling Types Insulation Area
aUnder Attic (veomu) n~ooV 1278o0u"
onzu u Knee Wall (ven/
nu) 1e.0 0000n" u,mm n=
n` Area 11 ovom n n` zeonnnr Sup: Attic,
net:Attic, x*:Main
6
404x ft2 z,Cooling
systems xemm, Efficiency n" m, Central Unit nn seeR:
14.
00 n` 1a.Heating systems
xamm, Efficiency r,Electric Heat Pump wn nsPra,
zo
1.333 n. 0.300
nav|a000 Area 1*.Hot water systems
cup:nou/wno
x=oo
on000np u. Electric er:o.o^ n=
1eu oomwn" uomsenmmon
features n= n1onnp woo= o*
rtify that this
home has complied
with theFloridaEnergyEfficiency
Code for Building Construction through the above saving features which will beinstalled (or exceeded) inthis
home before final in—,Y[Xhenm m. anew EPLDisplay Card vviUbocompleted based
on installed Code combliant leatui es. i r . Builder Signature: Address ofNew Home: 1' 61_e Note: This isnot eBuilding Energy Rating. |fyour
Index
isbelow 7O.
your home may qualify
forenergy efficient
mortgage (EEM)incentives ifyou obtain aFlorida EnergyQaugnRating. Email EnergyGaugatech support a\ 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. 6/7/2018
12:24 PM EnergyGauge@
USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Manual S Compliance Report Job: LoMReaganftinte7413
r%DELAI Date: 6/7/18AulmAMcollofflIORMEntireHouseBy: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: David Weekley Homes
2826 Gripper Circle, Sanford, FI 32773
I Cooling Equipment
Desiqn Conditions
Outdoor design DB: 93.0°F Sensible gain: 28582 Btuh
Outdoor design W6: 75-20F Latent gain: 5322 Btuh
Indoor design DB: 75.0°F Total gain: 33904 Btuh
Indoor RH: 50% Estimated airflow: 1333 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L
Actual airflow: 1333 cfm
Sensible capacity: 31498 Btuh 110% of load
Latent capacity: 7005 Btuh 132% of load
Total capacity: 38504 Btuh 114% of load SHR: 82%
I Heating Equipment
Design Conditions
Outdoor design D6: 40.9°F Heat loss: 25250 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHIP
Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L
Actual airflow: 1333 cfm
Output capacity: 37890 Btuh 150% of load
Supplemental heat required: 0 Btuh
Meets all requirements of ACCA Manual S.
Entering coil DB: 76.8°F
Entering coil WB: 63.6°F
Entering coil DB: 68,3°F
Capacity balance: 29 OF
Economic balance: -99 OF
wrightsoft* 2018-Jun-07 12:33:29
IleA lk -". " , `-"_`"- Right-SuiteO Universal 2018 18,0,13 RSU24011 Page 1
5ReaganPointe7413AN\ Lot25ReaganPointe7413AN, rup Calc = MJ8 faces N
ioaDEL-AIR Component Constructions
TINHEAG, AIR C014MMMO Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM
Job: Lot25ReaganPointe7413
Date: 6/7/118
By: JA
L___ ------- Project Information
For: David Weekley Homes
2826 Gripper Circle, Sanford, FI 32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando Sanford, FL, US Indoor temperature (OF) 70 75
Elevation: 56 ft Design TD (OF) 29 18
Latitude: 29ON Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7
Dry bulb (OF) 41 93 Infiltration:
Daily range (OF) 17 ( M) Method Simplified
Wet bulb (OF) 75 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ft Btuh1ft-F ft'-'FB(uh Bluh!ftl Btu1, BtuhV Btu h
Walls
12C-Qsw Firm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" In 215 0.089 110 2.59 557 2.80 603
gypsum board int fnsh, 2"0" wood frm, 16" o.c. stud: 12C-Osw Frm e 385 0.089 13.0 2.59 997 2,80 1079
wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int s 218 0.089 13.0 2.59 565 2,80 611
fnsh, Tx4" wood frm, 16" o.c. stud W 381 0.089 13,0 2.59 988 2.80 1069
all 1200 0,089 13,0 2.59 3107 2.80 3361
13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board n 69 0,167 TO 4.86 337 5.26 364
int fnsh: 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" e 289 0.167 7.0 4.86 1406 526 1521
gypsum board int fnsh S 175 0.167 7.0 4.86 848 526 918
W 221 0.167 TO 4.86 1072 5.26 1160
all 754 0167 7.0 4.86 3663 5.26 3963
16CR-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" n 11 0.049 19.0 1.43 16 2.18 24
gypsum board int fnsh e 10 0.049 19,0 1.43 14 218 22
s 11 0.049 19.0 1.43 16 2.18 24
W 10 0.049 19.0 1.43 14 2.18 22
all 42 0.049 Mo 1 A3 60 2.18 92
Partitions
12C-Osw Frm wall, r- 13 cav ins. 1/2" gypsum board int fnsh, 2"x4" 229 0,096 13,0 279 641 1,88 431
wood frm, 16" o.c. stud: 12C-Osw Frm wall, r- 13 cav ins, 1/2 gypsum
board int fnsh, 2"x4" wood frm, 16" o.c, stud
Windows
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 16 0.340 0 9.89 154 12.4 193
1/8" thk; NFRC rated (SHGC=0.30),1.33 ft overhang (5.2 It window ht.
5 It sep.): 7.2 ft head ht
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 16 0,340 0 9.89 154 12.4 193
1/8" thk, NFRC rated (SHGC=0.30); 1,33 ft overhang (5.2 ft window ht,
6,83 ft sep), 7.2 ft head ht
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 8 0.340 0 9.89 79 10.6 85
1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium: 1.33 It
overhang (4 ft window ht, 3,75 ft sep,); 7.2 ft head ht
2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap. n 16 0340 0 9.89 154 10.6 165
1/8" thk, NFRC rated (SHGC=0.30); 50% drapes, medium: 133 ft
overhang (5.2 ft window ht, 5 ft sep.) . 6.67 ft head ht
41- wrightsoft' 2018-Jun-07 12:33:29
Right-SuiteO Universal 2018 18,0,13 RSU24011 Page 1
AC6K - 5Rea'gan Pointe7413AN% Lot25ReaganPointe7413AN . rup Calc = MJ8 faces: N
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, e 20 0.340
1/8" thk: NFRC rated (SHGC=0.30): 50% drapes, medium 1.33 it s 20 0.340
overhang (4 it window ht, 1.33 it sep.); 7.2 ft head ht s 32 0340
all 72 0.340
10C-v: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, s 21 0340
1/8" thk; NFRC rated (SHGC=0,30): 50% drapes, medium; 1.33 it
overhang (8 it window ht, 1.17 it sep); 8 it head ht
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, s 24 0.340
1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 1,33 it
overhang (6 ft window ht, 11.25 it sep.); 8 ft head ht
2B-2fv: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, s 60 0340
1/8" thk; NFRC rated (SHGC=0.30): 1.33 ft overhang (6 it window ht,
11.25 ft sep.): 8 ft head ht
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1,14" gap, w 16 0.340
1/8" thk; NFRC rated (SHGC=0.30),50% drapes, medium; 1,33 it
overhang (5.2 it window ht, 133 If sep.); 7.2 ft head ht
2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr. 1/4" gap, w 8 0,340
1/8" thk; NFRC rated (SHGC=0.30): 1.33 ft overhang (2 ft window ht,
1,33 ft sep.): 7.2 it head ht
2B-2fv: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap. w 8 0.340
1/8" thk; NFRC rated (SHGC=0,30), 1.33 ft overhang (4 ft window ht,
11.25 it sep.); 6.67 it head ht
Doors
11 DO: Door, wd sc type n 24 0390
n 18 0.390
all 42 0.390
Ceilings
16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 1/2" 1284 0.026
gypsum board int fnsh
Floors
20P-1 9t: Fir floor, frm f1r, 12" thkns, r- 19cav ins, amb ovir 81 0.050
20P-19t: Fir floor, frm f1r, 12" thkns, r- 19 cav ins, gar ovr 401 0.050
22A-tpl: Bg floor, light dry soil, on grade depth 96 0,989
wrilghtsoft- Right-SuiteO Universal 2018 18,0,13 RSU24011
5ReaganPointe7413AN\Lot25ReaganPointe7413AN.rup Calc = MJ8 faces: N
0 9,89 198 297 595
0 9,89 198 10.6 212
0 9,89 317 10.6 339
0 9.89 712 15,9 1146
0 9.89 211 7.70 164
0 9.89 237 12.2 294
0 9.89 594 14.0 838
0 9.89 154 29.7 464
0 9.89 79 34,9 279
0 9.89 79 34,9 279
0 11,3 272 121 291
0 113 203 12,11 216
0 11.3 475 12.1 507
38.0 0.76 971 1.16 1487
19.0 1.45 118 0.73 59
19'0 1.45 583 0.73 292
0 28.8 2748 0 0
2018-Jun-07 12:33,29
Page 2
Project Summary
DEL -AIR HEATING & AIR CONDITIONING
For: David Weekley Homes
2826 Gripper Circle, Sanford, R32773
Notes: 5/24/18JA
Destan Information
Weather: Orlando Sanford, FL, US
Job: Lot25neaoanpointe7413—
omo: amne
By: xx
Winter Design Conditions Summer Design Conditions
Outside db 41 OF Outside db 93 OF
Inside db 70 "F |naidedb 75 OF
DemignTD 29 OF Design TD 18 OF
Daily K4
Relative humidity 50 %
Moisture difference 39 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 19132 Btuh Structure 21359 Btuh
Ducts 4205 Btuh Ducts 6077 Btuh
Central cfm) 1853 Btuh Central ofm) 1146 Btuh
Outside air Outside air
Humidification O Btuh Blower O Btuh
Piping 0 Btuh
Equipment load 25250 Btuh Use manufacturer's data y
Rate/swing l/
Equipmen aeneib|eload
00
28582 BtuhInfiltration
Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage
Fireplaces 0 Structure 2751 Btuh
Ducts 1048 Btuh
Central vent H58ofm) 1524 Btuh
Heating Cooling Outside air
A (0t2) 2022 2022 Equipment latent load 5322 Btuh
Volume FY 18039 19039
Aircna ea/nou, u u z/ Equipment /omm/oao\e!m xuuo Btuh
Equiv. *vF(ofm) 130 67 Req. total capacity a1O.75bMR 3.2 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier Make Carrier
Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING
Model CH14NB042000OA0 Cond CH14NBO42000OA0
AHR|ref 9162578 Coil F84CNP842L
AHB|ref 9162578
Efficiency 8.2HSPF Efficiency 11.5EER. 148EER
Heating i 30000 Btuh
Heating output 41000 Btuh0 47°F Latent cooling - 10000 Btuh
Temperature rise 28 OF Total cmding 40008 Btuh
Actual air flow 1333 nfm Actual air flow 1333 ofm
Air flow factor 0O57 dm/Btuh Air flow factor O 049 pfm/BtuhStaticpressure0.40 /nH2O Static pressure 0.40 mH2O
Space thermostat Load sensible heat ratio 0,84
Capacity balance point 29^F
Calculations AOCA to meet all requirements of Manual J0hEd.
fiA- e0/8-J""-0712.33.29
nwm-S"*eOUniversal m,omomnauom" Page
ir )DEL: AIR Right-JO Worksheet Job: LoMftaganPointe7413AN
Entire House Date: 6/7/18
By: A
DEL -AIR HEATING & AIR
CPNDITIONING
531 COMSCO WAY. SANFORD, FL 32771 hone, 407-831-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM
I Room name Entire House pwdr
2 Exposed wall 245.5 It 13,0 It
3 Room height 9,1 It 9.3 It heat/cool
4 Room dimensions 4,5 x 8.5 It
5 Room area 2086.0 IV 38.3 ft2
Ty Construction
number
U-value
EItUh/ft2-°F)
Or HTM
EtU ft2)
Area (ft2)
or perimeter (ft)
Load
Elt h)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool
6 12C-Osw Frm wall, st
2A-2ov
2A-2ov
OM9
0,340
0,340
n
n
n
2.59
9M
9.89
2.80
12,39
12.39
270
16
16
215
0
0
557
154
154
603
193
193
0
0
0
0
0
0
0
0
0
0
0
0N1
2A-2ov
2A-2ov
0,340
0.340
n
n
9.89
9.89
M59
10.59
8
16
0
0
79
154
85
165
0
0
0
0
0
0
0
0
Vt-D
13A-7ocs Blk wall, s
IIDO
16CR-19ad
0.167
0,390
0.049
n
n
n
4.86
11.35
1.43
5.26
12.11
2.18
93
24
11
69
24
11
337
272
16
364
291
24
42
0
0
42
0
0
204
0
0
221
0
0W
t__G
12C-Osw Frm wall, st
2A-2ov
0,069
0.340
e
e
2.59
9,89
2.80
29.74
405
20
385
0
997
198
1079
595
0
0
0
0
0
0
0
0
W
W
13A-7ocs Elk wall, s
16CR-19ad
12C-Osw Frm wall, st
0.167
0.049
0,089
e
e
s
4.86
1.43
2,59
5.26
2.18
2,80
289
10
270
289
10
218
1406
14
565
1521
22
611
79
0
0
79
0
0
385
0
0
417
0
0
2A-2ov
2A-2ov
0.340
0,340
s
s
9M
9.89
10.59
M59
20
32
40
64
198
317
212
339
0
0
0
0
0
0
0
0
13A-7ocs Elk wall, s
10C-v
2A-2ov
0.167
0,34()
0.340
s
s
s
4.86
9.89
9.89
5.26
7.70
12,24
280
21
24
175
32
0
848
211
237
918
164
294
0
0
0
0
0
0
0
0
0
0
0
0
W
W
2B-2fv
16CR-19ad
12C-Osw Frm wall, st
0.340
0,049
0,089
s
s
w
9.89
1,43
2.59
13,97
2.18
2.80
60
11
405
0
11
381
594
16
988
838
24
1069
0
0
0
0
0
0
0
0
0
0
0
0
2A-2ov
2B-2fv
0.340
0.340
w
w
9,89
9 89
29'74
34.93
16
8
0
0
154
79
464
279
0
0
0
0
0
0
0
0Ei
La 13A-7ocs Blk wall, s
2B-2fv
16CR-19ad
0.167
0,340
0,049
w
w
w
4.86
9.89
1.43
5,26
34.93
2.18
229
a
10
221
0
10
1072
79
14
1160
279
22
0
0
0
0
0
0
0
0
0
0
0
0W
12C-Gsw Frm wall, r- 0.096 2.79 1.88 247 229 641 431 0 0 0 0
q-D 11DO 0,390 n M35 12,11 18 18 203 216 0 0 0 0
C 16CR-38ad 0.026 0,76 1,16 1284 1284 971 1487 0 0 0 0
F 2OP-19t 0.050 1,45 0.73 81 81 118 59 0 0 0 0
F 20P-19t 0.050 1,45 0.73 401 401 583 292 0 0 0 0
F 22A-tpI 0,989 28.78 0.00 802 96 2748 0 38 13 374 0
6 c) AED excursion 0 17
Envelope loss/gain 14976 14292 964 621
12 a) Infiltration 4156 1317 221 70
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 5 1150 0 0
Appliances/other 4600 0.
Subtotal (lines 6 to 13) 19132 21359 1184 691
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 19132 21359 1184 691
15 Duct loads 22% 28% 4265 6077 10% 10% 1118 69
Total room load 23397 27436
Air required (cfrn) 1333 1333
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
ckfe 2018-Jun-07 12:33:29
Right-SuiteO universal 2018 18 0,13 RSU24011 Page
5Reagan Pointe7413AN\ Lot 25R eagan Pointe7413AN. rup Calc = MJ8 faces: N
DEL: AIR Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 one 407-831-2665 Fax: 407-333-3853 Web WWW.DEL-AIR,COM
Job: Lot25ReaganPointe7413AN
Date: 6/7/18
By: JA
1 Room name family kitchen
2 Exposed wall 42,5 It 18.0 ft
3 Room height 9.3 It heat/cool 9.3 It heat/cool
4 Room dimensions 1.0 x 424.5 If 1.0 x 238.5 If
5 Room area 424,5 tt2 238.5 ft2
Ty Construction U-value Or HTIVI Area (tv) Load Area (ft) Load
number BtuNft2-'F) Btuh/fV) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool I Gross N/P/S Heat Cool Gross N/PIS Heat Cool
6 12C-Osw Frm wall, st 0M9 n 2,59 280 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 9,89 12,39 0 0 0 0 0 0 0 0
2A-2ov 0,340 n 9.89 10.59 0 0 0 0 0 0 0 0
1 2A-2ov 0.340 n 9,89 10.59 0 0 0 0 0 0 0 0
it-D
13A-7ocs Ellk wall, s 0.167 n 4.86 5,26 51 27 133 144 0 0 0 0
1 1DO 0.390 n 11,35 12,11 24 24 272 291 0 0 0 0
W 16CR-19ad 0.049 n 1,43 2,18 0 0 0 0 0 0 0 0
t-G
12C,Qsw Frm wall, st 0.089 e 2.59 2.80 0 0 0 0 0 0 0 0
2A-2ov 0.340 e 9.89 29.74 0 0 0 0 0 0 0 0
W 13A-7ocs Blk wall, s 0.167 e 4,86 5.26 210 210 1020 1104 0 0 0 0
W 16CR-19ad 0.049 e 1.43 218 0 0 0 0 0 0 0 0
12C-Osw Frm wall, st 0.089 S 2,59 2.80 0 0 0 0 0 0 0 0
2A-2ov 0340 s 9,89 10-59 0 0 0 0 0 0 0 0
2A-2ov 0,340 s 9.89 10.59 0 0 0 0 0 0 0 0
13A-7ocs Elk wall, s 0.167 s 4,86 5.26 135 75 366 396 0 0 0 0
10C-v 0,340 s 9.89 7.70 0 0 0 0 0 0 0 0
2A-2ov 0.340 s 9.89 12,24 0 0 0 0 0 0 0 0
2B-2fv 0340 s 9,89 13.97 60 0 594 838 0 0 0 0
W 16CR-19ad 0,049 s 143 2.18 0 0 0 0 0 0 0 0
Frm wall, st 0.089 w 2.59 2.80 0 0 0 0 0 0 0 0ti12C-Osw
2A-2ov 0.340 w 9.89 29.74 0 0 0 0 0 0 0 0
2B -2fv 0.340 w 9.89 34,93 0 0 0 0 0 0 0 0
13A-7ocs Blk wall, s 0.167 w 4,86 5,26 0 0 0 0 168 168 816 883
t_rl 2B -2tv 0.340 w 9.89 34.93 0 0 0 0 0 0 0 0
W 16CR-19ad O.049 w 1,43 2,18 0 0 0 0 0 0 0 0
FL-D
12C-Osw Frm wall, r- 0,096 2,79 1,88 187 187 521 350 61 43 120 80
IIDO 0.390 n 11,35 12.11 0 0 0 0 18 18 203 216
C 16CR-38ad 0.026 0.76 1.16 0 0 0 0 0 0 0 0
F 2OP-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0
F 20P-19t 0,050 1,45 0,73 0 0 0 0 0 0 0 0
F 22A-IpI 0,989 28.78 0.00 425 43 1223 0 239 18 518 0
6 c) AED excursion 22 59
Envelope loss/gain 4129 3145 1656 1121
12 a) Infiltration 722 229 306 97
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 3 690 0 0
Appliances/other 600 1200
Subtotal (lines 6 to 13) 4851 4663 1962 2418
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 4851 4663 1962 2418
15 Duct loads 1 101% 101/6 485 4661 10% 10% 1 196 2421
Tota! roam bad 5336 5130 21581 2659
Air required (cfm} 3041 2491 I 123 129
Calculations Mproved by ACCA to meet all requirements of Manual J 8th Ed
fiA- wrightacaft 2018-Jun-07 12:33 29
Right-SuiteO Universal 2018 18.0. 13 RSU240 11 Page 2
5ReaganPointe7413AN\.Lot25Reagaf)Pointe7413AN,rup Calc -- MJ8 faces. N
DEL -AIR Right-JS Worksheet54EntireHouse
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone. 407-831-2665 Fax. 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LoMftaganlPointeMMN
Date: 61/18
By: JA
I Room name dining retreat
2 Exposed wall 22.0 It 40,0 If
3 Room height 93 It heat/cool 9.0 If heat/cool
4
5
Room dimensions
Room area
15.5 x 6.5 ft
100.8 142
1.0 x 396.3 it
396.3 ft2
Ty Construction
number
U-value
BtUtVft2-'F)
Or HTM
Bt 'ft2)
Area (ft2)
or perimeter (ft)
Load
Bt h)
Area (it')
or perimeter (ft)
Load
Stuh)
Heat Cool Gross N/P/S Heat Coal Gross N/P/S Heat Cool
6 12AC-0sw Frm wall, st 20v
2A-
2ov 0,
089 0,
340 0.
340 n
n
n
2.
59 9.
89 9.
89 2.
80 12,
39 12.
39 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1112A-
2ov 2A-
2ov 0.
340 0340
n
n
9.
89 9.
89 10,
59 10.
59 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
VL-
D 13A-
7ocs Blk wall, s 1/
DO 16CR-
19ad 0.
167 0.
390 0.
049 n
n
n
4.
86 11.
35 1.
43 5.
26 12.
11 2.
18 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Wt__
rl 12C-
Osw Frm wall, st 2A-
2ov 0,
089 0.
340 e
e
2.
59 9,
89 2.
80 29.
74 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
W
13A-
7ocs Blk wall, s 16CR-
19ad 12C-
Osw Frm wall, st 0.
167 0,
049 0.
089 e
e
s
4.
86 1.
43 2.
59 5.
26 2.
18 2.
80 0
0
0
0
0
0
0
0
0
0
0
0
0
0
108
0
0
76
0
0
197
0
0
213
T
2 2A-2ov 2A-
2ov 0.
340 0,
340 s
s
9.
89 9.
89 10.
59 10.
59 0
0
0
0
0
0
0
0
0
32
0
32
0
317
0
339
3A-
7ocs Blk wall, s 10C-
V 2A -
2ov 0,
167 0,
340 0.
340 s
s
s
4.
86 9.
89 9.
89 5.
26 7.
70 12.
24 145
21
24
99
16
0
482
211
237
522
164
294
0
0
0
0
0
0
0
0
0
0
0
0
TE1
W
it 2B -
2fv 16CR-
19ad 12C-
Osw Frm wall, st 0.
340 0.
049 0,
089 s
s
w
9.
89 11.
43 2.
59 13,
97 2.
18 2.
80 0
0
0
0
0
0
0
0
0
0
0
0
0
0
252
0
0
236
0
0
612
0
0
662
T=
2A-2ov 2B -
2tv 0,
340 0.
340 w
w
9,
89 9.
89 29.
74 34.
93 0
0
0
0
0
0
0
0
16
0
0
0
154
0
464
0
t__
G W
13A-
7ocs Blk wall, s 2B-
2fv 16CR-
19ad 0.
167 0,
340 0.
049 w
w
w
4.
86 9.
89 143
5.
26 34.
93 2.
18 61
8
0
53
0
0
256
79
0
277
279
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-
Osw Frm wall, r- 0.0% 2.79 1,88 0 0 0 0 0 0 0 0 111DO0.390 n 11.35 12,11 0 0 0 0 0 0 0 0 0C
16CR-38ad 0-026 0.76 1.16 0 0 0 0 396 396 300 459 F
2OP-19t 0,050 1.45 0.73 0 0 0 0 0 0 0 0 F
2OP-19t 0.050 1.45 0,73 0 0 0 0 23 23 33 17 F
22A-tpl 0.989 28.78 0.00 101 22 633 0 0 1
0
0 0 6
c) AED excursion 45 72 Envelope
lossigain 1899 1491 1613 2226 12
a) Infiltration 374 118 655 208 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 1 230 0 0 Appliances/
other 0 1000 Subtotal (
lines 6 to 13) 1 2273 1840 22681 3433 Less
external load 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 2273 1 2268 3433 15
Duct toads 1 101% 1 00 v- 227 la4 84013 7% 1 44./ 829 1495 Total
room load 2500 2024 1 3097 4929 Air
required (cfm) 1 142 981 1761 239 Calculations
22proved by ACCA to meet all requirements of Manual J 8th Ed. 2018-
Jun-07 12:33:29 W_
Zk Right-SuiteO Universal 2018 18,0,13 RSU24011 Page 3 5
ReaganPoint e7413AN"Lot 25R eaganPointe7413AN, rup Calc - MJ8 faces. N
st;Job: LoMlFleaganPoint*7413AN
Z,,)DEL-AIR Right-JO Worksheet
Pk, 091116, AM COMMUMM Entire House Date: 6/7/18
By: A
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISGO WAY. SANFORD, FL 32771 hone 407-831-2665 Fax: 407-333-3853 Web. WWW DEL-AIR,COM
1 Room name bith 2 bdrm 2
2 Exposed wall 6.0 It 25.5 If
3 Room height 9.0 It heat/cool 9.0 It heaticool
4
5
Room dimensions
Room area
6.0 x 10.0 It
60.0 ft2
12.0 x 13.5 It
162.0 ft-'
Ty Construction U-value Or HTM Area (ft2) Load Area (ftz) Load
number BtutVftl-'F) BtutVft') or perimeter (ft) 61uh) or perimeter (ft) Btuh)
Heat Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool
6 12C-Osw Frm wall, st 0.089 n 2.59 2.80 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0
2A-2ov 0,340 n 9.89 12.39 0 0 0 0 0 0 0 0
2A-2ov 0,340 n 9.89 10.59 0 0 0 0 0 0 0 0
1 2A-2ov 0.340 n 9,89 10.59 0 0 0 0 0 0 0 0
13A-7ocs Ellk wall, s 0,167 n 4.86 5.26 0 0 0 0 0 0 0 0t-D 1 1DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0
W 16CR-19acl 0,049 n 1.43 2.18 0 0 0 0 0 0 0 0
12C-Osw Frm wall, st 0,089 e 2.59 2.80 0 0 0 0 122 122 315 340
t-G 2A-2ov 0340 e 9.89 29.74 0 0 0 0 0 0 0 0
W 13A-7ocs Ellk wall, s 0,167 e 4.86 5,26 0 0 0 0 0 0 0 0
W 16CR-19ad 0,049 e 1.43 2.18 0 0 0 0 0 0 0 0
12C-Gsw Frm wall, st 0M9 S 2.59 2,80 54 54 140 151 108 88 228 247
2A-2ov 0.340 s 9.89 10.59 0 0 0 0 20 20 198 212
2A-2ov 0.340 s 9.89 10.59 0 0 0 0 0 0 0 0
1 3A-7ocs Ellk wall, s 0.167 s 4.86 5.26 0 0 0 0 0 0 0 0
l0C-v 0.340 s 9.89 7,70 0 0 0 0 0 0 0 0
2A-2ov 0.340 s 9.89 12.24 0 0 0 0 0 0 0 0
2B-2fv 0.340 s 9.89 13.97 0 0 0 0 0 0 0 0
W 16CR-19ad 0,049 s 1.43 2.18 0 0 0 0 0 0 0 0
12C-Osw Frm wall, st 0.089 w 2.59 2.80 0 0 0 0 0 0 0 0
2A-2ov
2B-2fv
0.340
0.340
w
w
9.89
9.89
29.74
34.93
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-7ocs Blk wall, s 0.167 w 4.86 5.26 0 0 0 0 0 0 0 0
213-2fv 0,340 w 9,89 34,93 0 0 0 0 0 0 0 0
W 16CR-19ad 0,049 w 1.43 2,18 0 0 0 0 0 0 0 0
q-D
12C-Osw Frm wall, r- 0,096 2.79 1.88 0 0 0 0 0 0 0 0
I1DO 0.390 n 11,35 12.11 0 0 0 0 0 0 0 0
C 16CR-38ad 0,026 0,76 1,16 60 60 45 69 162 162 123 188
F 2OP-19t 0,050 1.45 0.73 0 0 0 0 0 0 0 0
F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 6 34
Envelope lossigain 185 215 863 953
12 a) Infiltration 98 31 418 132
b) Room ventilation 0 0 01 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliancesiother 01 300
Subtotal (lines 6 to 13) 284 246 1281 1385
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 284 246 1281 1385
15 Duct loads 371/6 44% 104 107 37%1 4411,
1
468, 603
Total room load 387 353
Air required (cfm) 22 17
Calculations Mproved by ACCA to meet all r2quirements of Manual J 8th Ed.
2018-Jun-07 12:33:29
Right-SuiteD Universal 2018 18 0 13 RSU24011 Page 4
5R eagan Point e741 3AN'Lot25Reagan Pointe7413AN . rup Calc = MJ8 faces, N
QEL-A1R Right-JO Worksheet
NAM W 0100M"K Entire House
DEL -AIR HEATING & AIR
CPNDITIONING531CODISCOWAY, SANFORD. FL 32771 none: 407-831-2665 Fax. 407333-3853 Web WWW,DEL-AIR COM
Job: Lot251FteaganPointe7413AN
Date: 617/18
By: A
1 Room name bdrm 3 mstr wic
2 Exposed wall 11.0 It 11'0 It
3 Room height 9.0 It heat/cool 9.0 It heat/cool
4
5
Room dimensions
Room area
1,0 x 139.5 it
139.5 IV
16.5 x 6.5 It
107,3 fF
Ty Construction
number
U-value
Btuh(ft2-1F)
Or HTM
Btuh ft')
Area (ft2)
or perimeter (ft)
Load
Stuh)
Area (ft2)
or perimeter (ft)
Load
Bt h)
Heat Cool Gross N/PIS Heat cool Grass NiP/S Heat Cool
6 V 12C-Osw Firm wall, st
2A-2ov
2A-2ov
0,089
0,340
0.340
n
n
n
2.59
9.89
9.89
2.80
12.39
12.39
0
0
0
0
0
0
0
0
0
0
0
0
41
0
0
41
0
0
105
0
0
113
0
0
11
2A-2ov
2A-2ov
0,340
0.340
n
n
9,89
9.89
10.59
10,59
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t-D
W
13A-7ocs Blk wall, s
I1DO
16CR-I9ad
0,167
0,390
0,049
n
n
n
4.86
11.35
11.43
5.26
12.11
2.18
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Y-6
12C-Osw Frm wall, st
2A-2ov
0.089
0.340
e
e
2.59
9.89
Z80
29.74
99
20
79
0
205
198
221
595
59
0
59
0
152
0
164
0
W
W
13A-7ocs Blk wall, s
16CR-19ad
Frm wall, st
0.167
0.049
0,089
e
e
s
4,86
1,43
2.59
5.26
2.18
280
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0ti12C-Osw
2A-2ov
2A-2ov
0,340
0.340
s
s
9.89
9,89
10,59
10.59
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Blk wall, s
10C-v
2A-2ov
0,167
0.340
0.340
s
s
s
4.86
9.89
9.89
5.26
7.70
12.24
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0TE
13A-7ocs
W
L2
28-2(v
16CR-19ad
12C-Osw Frm wall, st
0.340
0.049
0,089
s
s
w
9.89
1,43
2.59
13,97
2AS
2.80
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2.A-2ov
2B-2fv
0340
0.340
w
w
9.89
9.89
29.74
34.93
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t--G
13A-7ocs Blkwall, s
2B-2fv
16CR-19ad
0,167
0340
0.049
w
w
w
4,86
9,89
1.43
5.26
34.93
2.18
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
L-11)
12C-4sw Frm wall, r- 0,096 2.79 IM 0 0 0 0 0 0 0 0
11DO 0.390 n 11.35 1211 0 0 0 0 0 0 0 0
C 16CR-38ad 0M6 0.76 1A6 140 140 106 162 107 107 81 124
F 2OP-19t 0,050 1.45 0.73 0 0 0 0 0 0 0 0
F 20P-19t 0,050 1.45 0.73 0 0 0 0 40 40 59 29
F 22A-tpI 0,989 28.78 OM 0 0 0 0 0 0 0 0
6 c) AED excursion 187, 12
Envelope loss/gain 508 1165 3% 419
12 a) Infiltration 180 57 180 57
b) Room ventilation 0 0 01 0
13 Internal gains: Occupants @ 230 0 0 0 01IAppliances/other 300 0
Subtotal (lines 6 to 13) 688 15221 576 476
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 688 1522 576 476
15 Duct loads 37%l 44% 251 663 3711, 44% 211 217
Total room load 940 2184 787 684
Air required (cfm) 54, 106, 45 33
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed
w rl hlt ofIt 2018-Jun-07 12:33,29
Righl-SuileO 11Universal2018180,13 RSU240 Page 5AFZ 5ReaganPointe7413AN\Lot25ReaganPointe7413AN rup Gale = MJ8 faces. N
DEL -AIR Right-JO Worksheet
im I AM colm"WWO Entire House
DEL -AIR HEATING & AIR
CPNDITIONING531CODISGOWAY, SANFORD, FL 32771 hone 407-831-2665 Fax: 407-333-3853 Web, WWW,DEL-AIR,GOM
Job: Lol:25ReaganPointe7413AN
Date: 6/7/18
By: A
I Room name mstr we mstr bth
2 Exposed wall 3.0 It 20,5 It
3 Room height 9.0 If heat/cool 9.0 ft heaticool
4 Room dimensions 6.0 x 3.0 It 1'0 x 112.0 It
5 Room area 18.0 ft2 112.0 ft2
Ty Construction U-value Or HTM Area (w) Load Area (ft2) Load
number Btuh/W-°F) Stuh ft2) or perimeter (ft) Bt h) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 12C-Osw Frm wall, st 0,089 n 2.59 2,80 0 0 0 0 86 78 201 217
2A_2ov 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 9.89 12.39 0 0 0 0 0 0 0 0
2A-2ov 0.340 n 9.89 10.59 0 0 0 0 8 0 79 85
1 2A-2ov 0,340 n 9.89 10.59 0 0 0 0 0 0 0 0
13A-7ocs Blk wall, s 0.167 n 4.86 5.26 0 0 0 0 0 0 0 0t-D 1 1DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0
W 16CR-19ad 0,049 n 1,43 2.18 0 0 0 0 0 0 0 0
t__G
12C-Osw Frm wall, st 0.089 e 2.59 2.80 27 27 70 76 99 99 256 277
2A-2ov 0.340 e 9.89 29,74 0 0 0 0 0 0 0 0
W 13A-7ocs Blk wall, s 0.167 e 4.86 5,26 0 0 0 0 0 0 0 0
W 16CR-19ad 0.049 e 1,43 2.18 0 0 0 0 0 0 0 0
12C-Osw Frm wall, st 0,089 s 2.59 2.80 0 0 0 0 0 0 0 0
2A-2ov 0340 s 9.89 10.59 0 0 0 0 0 0 0 0
2A-2ov 0,340 s 9.89 10.59 0 0 0 0 0 0 0 0
13A-7ocs Blk wall, s 0,167 s 4.86 5.26 0 0 0 0 0 0 0 0
l0C-v 0,340 s 9.89 7.70 0 0 0 0 0 0 0 0
2A-2ov 0.340 s 9.89 12.24 0 0 0 0 0 0 0 0
2B-2fv 0.340 s 9.89 13.97 0 0 0 0 0 0 0 0
W 16CR-19ad 0.049 s 143 2,18 0 0 0 0 0 0 0 0
W 12C-Osw Frm wall, st 0,089 w 2.59 2,80 0 0 0 0 0 0 0 0
2A-2ov 0.340 w 9,89 29.74 0 0 0 0 0 0 0 0
2B-2tv 0.340 w 9.89 34.93 0 0 0 0 0 0 0 0
t_G
13A-7ocs Elk wall, s 0.167 w 4.86 5.26 0 0 0 0 0 0 0 0
28-21(v 0,340 w 9.89 34.93 0 0 0 0 0 0 0 0
W 16CR-19ad 0.049 w 1.43 2.18 0 0 0 0 0 0 0 0
I-D
12C-Osw Frm wall, r- 0.096 2,79 1.88 0 0 0 0 0 0 0 0
I1DO 0.390 n 11.35 11211 0 0 0 0 0 0 0 0
C 16CR-38ad 0.026 0.76 1,16 18 18 14 21 112 112 85 130
F 2OP-19t 0.050 1.45 0,73 18 18 26 13 63 63 92 46
F 20P-19t 0.050 1.45 0.73 0 0 0 0 49 49 71 36
F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 3 21
Envelope loss/gain 110 107 784 769
12 a) Infiltration 49 16 336 106
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) 1 159 122 11201 876
Less external load 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 159 1221 1120 876
15 Duct loads 37% 44% 58 53 37% 1 441/6 409 38 1
Total room load 217 175 1529 1257
Air required (cfm) 12 9 87 61
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-07 12:33:29
Right-SuiteO Universal 2018 18,0 13 RSU24011 Page 6
5R eagan Pointe7413AN' Lot 25 Reagan Poi nte7413AN. rup Calc = MJ8 faces. N
DEL -AIR Right-J@ Worksheet Job: LoMReaganftinte74113AN
witm, Am cotaime"m Entire House Date: 617/18
By: A
DEL -AIR HEATING & AIR
CONDITIONING
531 GODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
I Room name util mstr rm
2 Exposed wall 0 It 33.0 It
3 Room height 9.0 ft heat/cool 9,0 It heat/cool
4
5
Room dimensions
Room area
TO x 6,5 It
45.5 112
1.0 x 243.5 If
243.5 ft2
Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load
number BtutVft2-1F) StUtVft2) or perimeter (ft) Bt h) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 12C-Gsw Firm wall, st
2A-20V
2A-2ov
0.089
0.340
0.340
n
n
n
2.59
9,89
9,89
2,80
12.39
12.39
0
0
0
0
0
0
0
0
0
0
0
0
144
16
16
97
0
0
252
154
154
272
193
193
1
2A-2ov
2A-2ov
0,340
0,340
n
n
9.89
9.89
10.59
10.59
0
0
0
0
0
0
0
0
0
16
0
0
0
154
0
165
t-D
13A-7ocs Bilk wall, s
I 1DO
16CR-19ad
0.167
0.390
0.049
n
n
n
4.86
11,35
1.43
5.26
12.11
2.18
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
0
0
11
0
0
16
0
0
24W
yJ
t--G
12C-Osw Firm wall, st
2A-2ov
0,089
0340
e
e
2,59
9.89
2.80
29.74
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
W
13A-7ocs Blk wall, s
ll
12C-Osw Firm wall, st
0.167
0.049
0.089
e
e
s
4.86
1.43
2.59
5.26
2.18
2,80
0
0
0
0
0
0
0
0
0
0
0
0
0
10
0
0
10
0
0
14
0
0
22
0
2A-2ov
2A-2ov
0,340
0.340
s
s
9.89
9,89
10.59
10,59
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
S
Blk wall, s
I0C-V
2A-2ov
0.167
0,340
0.340
s
s
s
4.86
9,89
9.89
5,26
7.70
12.24
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0TE13A-
7ocs
W
28-2fv
16CR-19ad
12C-Osw Firm wall, st
2A-2ov
213-2tv
0.340
0.049
0.089
0.340
0.340
s
s
w
w
w
9.89
1.43
2.59
9,89
9.89
13.97
2.18
2.80
29.74
34.93
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
153
0
8
0
11
145
0
0
0
16
376
0
79
0
24
406
0
279
t-G
13A-7ocs Elk wall, s
2B-2fv
16CR-19ad
12C-Osw Frm wall, r-
0.167
0.340
0.049
O. 096
w
w
w
4,86
9.89
1.43
2.79
5.26
34,93
2.18
1.88
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
0
0
0
10
0
0
0
14
0
0
0
22
0
W
11 D01DO 0.390 n 11,35 1211 0 0 0 0 0 0 0 0
C 16CR-38ad 0,026 0.76 1.16 46 46 34 53 244 244 184 282
F 20P-19t 0.050 1,45 0.73 0 0 0 0 0 0 0 0
F 20P-19t 0.050 1.45 0.73 46 46 66 33 244 244 354 177
F 22A-tpI 0.989 28.78 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 16 68
Envelope loss/gain 101 69 1768 1992
12 a) Infiltration 0 0 6171 196
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 1 230
Appliances/other 600 600
Subtotal (lines 6 to 13) 101 669 2385 3018
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 101 669 2385 3018
15 Duct loads 1 37% 44% 371 2921 371% 44% 872 1314
Total roam load 137 961 3257 4332
Air required (cfm) 81 471 1 186 210
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-07 12:33:29
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5R eag'anPoint e7413AN\ Lot 25R eagan Point e7413AN nip Calc = MJ8 faces: N
Go"-DEL-A1R
k.WATW0,- AM C4111101TWHRIG
Duct System Summary
Entire House
Job:
Date:
By:
LoMftaganftinte7413
617/18
A
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM
For: David Weekley Homes
2826 Gripper Circle, 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
0.40 in H2O
0.06 in H2O
0.34 in H2O
0,170 / 0.170 in H2O
0.264 in/100ft
1333 cfm
Cooling
0.40 in H2O
O.06 in H2O
0.34 in H2O
0.170 / 0.170 in H20
0,264 in/100ft
1333 cfm
129 ft
Name
Design
Btuh)
Htg
cfm)
Cig
cfm)
Design
FIR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg. Eqv
Ln (ft) Trunk
bdrm 2 h 1749 100 97 0.323 0 OX0 VlFx 20.2 85.O stl
bdrm 3 c 2184 54 106 0.344 0 Ox 0 VlFx 13.9 85,O SO
bth 2 h 387 22 17 0.337 4.0 OX0 VlFx 15.8 85.0 stl
dining h 2500 142 98 0.264 7.0 Ox 0 VlFx 33.6 95.0 st2
family h 5336 304 249 0,291 9.0 Ox 0 VlFx 21.7 95.0 st2
kitchen c 2659 123 129 0.283 6.0 Ox 0 VlFx 25.2 95.0 st2
mstr blh h 1529 87 61 0.271 6,0 Ox 0 VlFx 25.4 100,10 st3
mstr rm c 4332 186 210 0.272 8.0 Ox 0 VlFx 25.1 100.0 st3
mstr we h 217 12 9 0.276 4.0 Ox 0 VlFx 23.4 100.0 st3
mstr wic h 787 45 33 0.264 4.0 Ox 0 VlFx 28.7 100.0 st3
pwdr h 1303 74 37 0.277 5.0 Ox 0 VlFx 27,9 95.0 st2
retreat c 2464 88 120 0,350 7.0 Ox 0 VlFx 12.2 85.0 SO
retreat -A c 2464 88 120 0.327 7,0 Ox 0 VlFx 19,1 85.0 stl
util c 961 8 47 0.271 4,0 Ox 0 VlFx 25,3 100.0 st3
Supply- Trunk Detail Table
Trunk Htg Cig Design Veloc Diam H x W Duct
Name Type cfm) cfm) FIR f pm) in) in) Material Trunk
SO Peak AVF 689 819 0.264 587 16.0 0 x 0 VinlFlx
st3 Peak AVF 338 360 0.264 660 10.0 0 x 0 VinlFlx SO
st2 Peak AVF 644
1
514 0.264
1
602
1
14.0
1
0 x 0
1
VinlFlx
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Return Branch Detail Table
Name
Grille
Size (in)
Htg
cfm)
Cig
cf m)
TEL
ft)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk—
rbl Ox 0 1333 1333 0 0 0 0 Ox 0 VlFx
2018-Jun-07 12:33:31rTightsoft- Right-SuiteO Universal 2018 18.0.13 RSU24011 Page 2
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2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot25ReaganPointe7413AN Builder Name: David Weekley Homes
Street: 2826 Gripper Circle Permit Office:
City, State, Zip: Sanford , FL , 32773 Permit Number:
Owner: Jurisdiction: 691000
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed, a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/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 space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spa 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
t-xtpn(I heb'na p*pino and wiring,
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
nkler cgver plateg and AgIls or ceilin
a. In addition, inspection of log walls shall be in accordance with the provisions', of ICC-400.
6/7/2018 12:24 PM EnergyGauge(E) USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
0 This checklist
0 A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, e-ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
0 Energy Performance Level (EPL) Display Card (one page)
0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
E3 Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
0 A completed Envelope Leakage Test Report (usually one page)
0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
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Page 1 of 1
FORM R405-2017 Envelope Leakage Test Report Performance
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: Lot25ReaganPointe7413AN Builder Name: David Weekley Homes
Street: 2826 Gripper Circle Permit Office:
City, State, Zip: Sanford , FL , 32773 Permit Number:
Design Location: FL, Orlando Jurisdiction: 691000
Cond, Floor Area:: 2022 sqA. Cond.Volume: 18400 cuft.
11402.4.12 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour
in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0,2 inches w.g, (50 Pascals), Testing shall be conducted by
either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(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. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed:
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code re . ments in
2accordancewithSectionT7'
Pl , .2,
SIGNATURE:
PRINTED NAME*
tI( DATE:
Testing shall be conducted by either
individuals as defined in Section
553.993(5) or (7), Florida Statutes or
individuals licensed as set forth in
Section 489.105(3)(f), (g), or (i) or an
approved third party. A written report of
the results of the test shall be signed
by the third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
6v -viAE S 7-4
rA
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Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatoa Requirements for Residential Performance, Prescriptive and ERI Methods
2826 Gripper Circle Permit Number:
Sanford , FL , 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings, The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5,
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5,
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1,1 and R402.4.1,2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Instal lation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1 .2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w,g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (9) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope,
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures,
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907,
R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 L/s/m2), and swinging doors no more than 0,5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101 /1,S,2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors,
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MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8,
Exceptions:
Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
Fireplaces and stoves complying with Section R402,4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTIVI E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering,
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9,2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553,993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193,
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0,1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C)
or below 55°F (13°C) shall be insulated to a minimum of R-3,
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403,5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy, The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515, Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy,
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 '/ inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403,5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 60'C),
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment, Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C4042 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2,1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocoi, Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means, Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor,
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1 The design air change per hour minimums for residential buildings in ASHRAE 62,2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403,7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302. 1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed,
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY '7
CFM/WATT)
AIRFLOW RATE MAXIMUN
CFM)
Range hoods Any 2,8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
FBathroom, utility room 90 2.8 cfm/watt An
For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916
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MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7,11.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403,7, 1, 1, and the heat pump total cooling capacity shall not be more than 1,15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1 .2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403,71.
R403.7,1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7,1.
R403.7,1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas,
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403. 1 O. 1 through R403,10.5.
R403.10.1 Heaters, The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots,
R403.10,2 Time switches, Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors, Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss,
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas• and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21,56, Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
6/7/2018 12:24 PM EnergyGauge®R USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature, A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard,
R403.11 Portable spas (Mandatory e energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
6/7/2018 12:24 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5of5
42X42 A/C SLAB
BY BLDR MIN
OM WALL
FAMILY
7 - T-K" C —HEN
14245 1I-dXG a isatl
ENTRY
3' loath /duct_ 2 CAR
GARAGE
to watt CQP rmslzedw/fan
Nutone 696RNE Transfer ducts/grilles
In compliance with
Florida Residential Building
Code - M1602,4 Balanced
Return Air, exceptions
1-3. Builder "nust provide
unrestri ted I inch n
dercutondo rs to undercutdoorsjhabitablerooms. 3'
bath duct to
roof cap W/
fan Nu#
one 696RNB 36 *— ./
Sk. 240v 1ph 18x13
plan 8.4 plAtf—
Iy BEDRA 2111ir-
IT. RETREAT HOW
ZOW T DAMPER
SYSTEM Hz2m
ARM6T
7' as
ARD14TZ 10.10 '.Q CPRD12
DAIS
C7735A '8W BEDRM
3 sw. tress 10.
6 I-d P—
vW /. duct k— HONEYWELL
Y8150 FRESH 4- dry- duct AIR
VENTILATION SYSTEM to —a CAP d'
y.' —t 6'
SNAPLOCK, FLEXABLE METAL PIPE, 6,4 IV OR
FLEX 4
INSULATE
W/ 1*5IN DUCT
WRAP WALL CAP W1
RaIXT150
FRESH AIR DAMPER OWN 3'
loath duct H to
ro cap I&X6 fie OUTSIDEAIR
DETAIL T FIT OR WALL CAP W/fanof Nutone 696RNB
SECOND FLOOR
Must have
a ni;)Jmum clearance of 4 inches around the air handler per the State Energy code, All duct has an r=6 insulation value. 16' izol
12.6
1"14
LA 0)
0
T
I
0 r,
Ci- — CCD
Ij U0
0) 410
C5 0
0) Rating z
LLJ > z
4 zEL3: I,- M
F- < Z) -1
0 <
ME
RIEC 0 RD tit} i °`i
Spegalplurnbing.corn
LIC# CFC1428683
Spegal. Plumbing LLC
PO Box 4478
Apopka, Fl. 32704
Office (321) 256-1234
Fax (321)250-2304
AA\J
IA
IREC0RID (Y", PY
PLOT PLAN
LEGAL DESCRIPTION:
LOT 25, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK
81, PAGES 45 THROUGH 52, INCLUSIVE, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY,
FLORIDA,
FLOOD INFORMATION:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWWFEMA.GOV,
THE PROPERTY APPEARS TO BE LOCATED IN ZONE X THIS PROPERTY WAS FOUND IN CITY OF
SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007
CERTIFIED TO:
DAVID WEEKLEY HOMES
Elevations as shown hereon are referenced to the North
American Vertical Datum of 1988 (NAVD 88), as established
from National Geodetic Benchmark T 711", published
elevation of 127.95 feet
This elevation note per plat)
to
2826 GIPPER CIRCt-E, SANFORD, i LORIDA 327/3
SB = Set Backs, T
as shown hereon are from the lot specific
site plan as provided by the'client
is NOT a Boundary Survey
Ok to construct single family home
with setbacks and impervious area
shown on plan. itt? cl 6, 15
Non RactS7929-2111 /a/)
84 60,(p) 11W
line
QIn I
0 :
Ll
S 58'05'38" W 38.50'(P)
L2
N63'51'02"W 22.15'(P)
C19
R=80,00i(P)
L=20,75'(P)
A=14`51-37"(P)
Chord Bearing=
N 20'28'31" E 20.69'(P)
g,i%
R=80.00'(P)
L=42,18'(C)
A=3012-33"(C)
Chord Bearing=
N 43'00*05" E 41,69'(C)
0G.
N
W E
S
Elevations are based on
Gra hic Scalecivilgradingplans.
Lot is Type "A" Grading Plan A= Proposed Elevation Al
UE - Utility Easement
Docuftned by: Scale: 1"=30'
AlYi& . (M6AAJF!BlCE063FCAE64EB
41 %
eo EP
61.
P,
015,
T.O.W. Top Of Wall
B.O.W. Bottom Of Wall
2826 GIPPER CIRCLE,
SANFORD, FL 32773
Area Calculations
Total Lot Area= 4,643 sq it (100%)
Impervious Area in Square Feet
Total House Foot Print = 1,197 sq it (26%)
Total Porch and Deck/Lanai = 90 sit It (02%)
Total Driveways = 574 sq ft (12%)
Total Walkways = 8 sit ft (0.2%)
Total A/C Pads = 16 sq It (03%)
TotalOut Buildings = 00 sq ft (00%)
Total Pool Deck Surface (Not including Water Surface = 0,000 sq it (00%)
Total Total Pool Water Surface = 0,000/2 0,000 sq 111 (00%)
Field Date: s71 u2o1e Date Completed: 051 17/18
Drawn By: G,S, File NurTiber:IS-47505 PP
Legend-
C Caiccalculated- PC Pointer cur-tur.
Cn't.din. P9 Page
Concrete Block P1 Point of Intellection
CM Concrete, Monument P,O 6, - Polar of ReEl'i-ilingCodecoril,hat, R.O.L. • Point no Line
Ll Delc0pbo. PE, Power Pole
UL UNdnagn, Lasement PHM P.motnead Hefief.00,,
Lsmt 1-menhorn Monument
MA Federal LiYergency PI Point of 1-9.h(,y
Management Agency R • Hadi S
L -F Finished Moor Llwanon Had Hadial
F od Found ReC Heber & Cap
ip than Pipe Dec,
L Length (Are) RfdPhoto
M Measured[ set set"' Honer
N4D Nall & Uitlk Hce)ar Cap `LE3 7623'
N R Wn-foxi(a) I yp I ypiOul
ORB Official Records 6 ... kRecordsP:8
It- iitility Lien.".nt
e WM water MOW
To 6 Pa A Delta (Central AN[o)
0- wood Fence 0- Chain Link Fenot,
NOTES
Abuo'., Voqu,,lle, D-d, i— NOT a,en Ov,,Iap, -dl., Kill-
I 1 to any E— eu—udi. R-1-1 ens ofRe—d
6—tugio,—h.— ,— ...... A' aued -d Beed p— th, t e0--d with
flodd,ug 1— a,eNOTto be used to—ous-, IProperty t,or,
Fe,le Owo—hup., NOT dell, luoyd
R.40-0h,log" U, deop-od UtTTes and. ), F-1— huve NOT been located UNLESS
oue-- uun,d
Isep", f-k, audio, D-uhld (-at,o- are aTp,Oximateand MOST be vended by
ipploll-le U04, location (oulp--
Useof This Survey (or Pu'p—, other than Intended, Without Written vendu4nor, Will he
in He o it Ib(, 11- surveyor. Nothing re o Y at be
Con staled to 9— ANY Rights 01B1,11lrbt5 To Anyone Other than It,— Ce, t,fied
eund C xA to the bolt ot uny Kil—AllEgo IBNelief al u,vldly Sue,eyed
der oy Of Fenn on it,. Win Shown based on Info ma rNoti.hod 1. mo
Noted and Conforms to the Standards of Polcheo for Land Survoyo
the State of Florida to arWda- c with Chapter 5J- 17 052 Florida n1luLS(
ratme Codes, PulSoant ItTsuOirtri 472127 Florida Sunutes. FOR
is
This
Survey NOT VALID UNL,ESSI- aidEmbos2sed v Atr&eal. Ireland &
Associates urveying, Inc, 1301
S, International Parkway Suite 2001 Lake
Mary, Florida 32746 www.
irelandsurveying.com Office-
407,678.3366 Fax-407.320.8165
1952 square feet X 3VA
Small appliance load
Laundry
total
Residential Load Demand
General Method
5856 VA
3000 VA
1500 VA
10,356 VA
First 3000VA @ 100%,. . ........ 3000 VA
Remaining @ 35% ................2575 VA
total 5575 VA
Dryer
Disposal
Dishwasher
Refrigerator
Water Heater
Range.
Heat
Micro.
total
Model
Contractor
5000 VA
650 VA
1200 VA
720 VA
4500 VA
8000 VA
8000 VA
1200 VA
34,845 VA - 240V= 145 amps = 150 amp service
7413
David Weekley Homes_._.®
SubdivisionReaQan's Point
CountySeminole ---,----
City ---Sanford
James Lanier
Office # 407-933-7771
2 9 2 7
RT-T'ORID, t"'OPY
City of Sanford
Building and Fire Prevention
Product Approval Specificati
Permit # #
2 9 2 7
qgrnp
Project Location Address M
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.fioridabuildinc.orc.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory
1. Exterior Doors
3• •
Sectional
Roll Up
Automatic
Other
2. Windows
tune 20 14
Manufacturer Product Florida Approval #
Description include decimal)
Plastpro Inc. 8'0 "Non -Impact" Opaque FL# 1521337
Fiberglass Single Door -
Inswing/Outswing (X -
Configuration)
Plastpro Inc. 8'0 "Non -Impact" Glazed FL# 15213.27
Fiberglass Single Door utilizing
Snap Frame" Glazing -
Inswing/Outswing (X -
Configuration)
IVII Windows andDoorsSliding Glass Door FL# 15332-R2 IVII
Windows and Doors I Sliding Glass Door FL# 16054-R4 Amarr
Dwg. IRC-6009-120-15,Thru 9' FL# 5302.3 wide.
Amarr
Dwg. IRC-6016-120-15, 10' Thru FL# 5302.10 16'
wide.
Single Hung Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715
Window
Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider FL# 14994
Window w/ Nailing Fin
Casement
Double Hung
Fixed Silver Line by Anderson Extruded PVC Picture Window FL# 1491&2
w/Nailing Fin
Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8
Awning_
Pass Through
Projected
Mullions
Wind Breaker _
Dual Action l
Other I
Category / Subcategory Manufacturer Product Florida Approval #
Description including decimal)
3. Panel Walls
Siding lames Hardie Building HardiePlank, Cemplank fiber- 1 FL# 13192.2 R3
Products, Inc. cement lap siding
Soffits James Hardie Building HardieSoffit Panels, Cemsoffit FL# 13265.1 R-2
Products, Inc. I Panels; fiber -cement soffit panels
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite 1
Panels j
Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2
4. Roofinc Products
Asphalt Shingles j GAF Materials Corp Fiberglass reinforced 3-tab, FL# 10124-R15
laminated, 5-tab and hip/ridge
j j asphalt shingles
Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2
RoofingFasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing_
Insulation
r Waterproofing
Jung 2014
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofingslate
Cements/
Adhesives
Coating
Liquid Applied
Roofinq_Systems -----------------
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millennium Metals, Inc. IVIMI-2B Off Ridge Vent FL# 16568-R1
Other
iCategory / Subcategory Manufacturer Product Florida Approval #
Description (include decimal)
5. Shutters
Accordion
Bahama
C_o Io -nia I
Roll up
Equipment
Other
6. Sic i hts
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates 1 MiTek i MT20 i FL# 2197-R5
Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4
Railin
Coolers/Freezers
Concrete Admixtures
Precast Lintels CAST-CRETE USA, In 4, 6, 8, and 12 inch wide lintels FL# 158-R7
Insulation Forms
Plastics
Deck / Roof
June 2014
Wall
Prefab Sheds
b—ther
8. New Exterior
Envellooe Products
Applicant's Signature
Applicant's Name —Tracy Wiggers
Please Print)
11 une '() 14
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32837
Phone: (800)755-6001
alpineitw.com
lCi:- 1.9,. :--. fill V1 f1fativi 1.
Customer: Accu-Span Truss Company Jab Number: 20898
JobDescription: 7413 - A (Fam,Rm,) /7413 - A (Fam.Rm.) -David Weekley Homes
Address: Lot 25 Reagan Pointe Crry, State, Zip: SANFORD, FL
Name, Address and License # of Structural EOR if one exists for the building:
Name: 1 License #,-
Address: State, Zip:
State:
Job Engineering Criteria:
Design Code: FBC 2017 RES View Version: 17.02,01.1115.21 JRef #.' IWID84080002
Wind Standard: ASCE7-10 Wind Speed (mph): 139 Roof Load (psO: 20.00- 7.00- 0.00- Floor Load (pso: None110.00
This package contains a job notes page, 35 truss drawings and 4 details.
Item Seal Truss Item Seal # Truss
1 144.18.0735.19282 Al 2 144.18.0735.19406 A2
3 144,18,0735.18720 A3 4 144.18.0735,17910 A4
5 144.18.0735A 9422 A5 6 1144.18,0735.18582 A5A
7 144,18.0735.18285 Bi 8 144.18,0735.19344 B2
9 14418,0735,19375 B3 10 144.18.0735.19797 B4
11 144,18.0735.18923 C1 12 144.18,0735.17987 EJ3
13 14418,0735.18876 EJ7 14 144.18,0735.19345 EJ7A
15 144.18.0735,19796 EJ713 16 144.18.0735.18363 CJ1
17 14418,0735.18581 CJ3 18 144.18.0735,18831 CJ5
19 144,18,073518829 HJ3 20 144.18.073518907 HJ7
21 144.18,0801 A4480 IFG1 22 14418.0735-18689 F01
23 144.18.0735, 18284 F02 24 144.18.0735.18362 F03
25 144.18.0735.18658 F03A 26 144.18,0735.17911 F04
27 144,18.0801.01130 F05 28 14418.0801.04870 F05A
29 144.18,0735,17913 F06 30 114418,0735,17912 F07
31 144.18.0735,18315 IF08 32 F09
33 144.18.0735A8361 F10
FQ
1144.18,0735,18830
144.18,0735.1791414 F11
35 144.18,0735,18565
Mv
P deiATE
S/0
This document has been electronically signed
and sealed using a Digital Signature. Printed
copies without an original signature must be
05,') 4, 10 1 S verified using the original electroniclenson,
Florida Certificate of Product Approval #FL 1999 Printed 5/24/2018 1:48:40 PM
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32837
Phone : (800)755-6001
alpineitw.com
Cif. I.f_-fiea—
rav rr rr yr rr rar rvrr.
Customer: Accu-Span Truss Company Job Number. 20898
Job Description: 7413 - A (Fam.Rm.) (7413 - A (Fam.Rm.) -David Weekley Homes
Address: Lot 25 Reagan Pointe City, State, Zip: SANFORD, FL
Item Seal # 1Truss Truss __ _ _________ ___] Item ISeal#
AT
rygre
e
gam. jneppe**'is i
MRj
Rte tRe¢
t'p
fdd$
dao.. "`" r +r A'll— 10
This document has been electronically signed
and sealed using a Rig+tal Signature. Prmted
copies without an original signature must be
05124l2018 verified using the orig,na( elect, n rtcversia
Florida Certificate of Product Approval #FL1999 Printed 5/24/2018 1:48:40 PM
Job Number: 20898 I Ply: 1 SEQN: 141424 / T5 / COMNI Cust: RR408 JRef: iWb84080002
7413 - A (Fam.Rm.) /7413 - A (Fam.Rm) -David Weekley Homes Qty: 2 FROM: CH DrwNo: 144.18.0735.19282
Truss Label: Al I KM / BAF 05/24/2018
Z4"
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des L(I 37.Q0
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
7'6"12 15' 22'5"4 30'
7'6"12 _—- , '""_" 7'S"4 -- '!- -- T6'y2
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP:B
Mean Height: 23.49 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense:
Webs 2x4 SP #3
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
IN4XC6
30'
10,
20'
Snow Criteria (Pg,Pf in PSF)
Pg: NA CL NA CAT: NF
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.098 H 999 240
VERT(TL): 0,245 H 999 240
HORZ(LL): 0,036 H - -
HORZ(TL): 0.063 H
Creep Factor: 2.0
Max TC CSI: 0.474
Max BC CSI: 0.955
Max Web CSI: 0,289
VIEW Ver: 17.02.01A.1114.21
r i ba. y,erae-Fwr
1
x
T
0'0 27 8fig. 'S'1QNAIL,
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1306 /144 /637 l- /180 /4.0
F 1307 1144 1637 l- /- /4.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
F Min Brg Width Req = 1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 455 - 2182 D - E 468 -1968
C - D 468 -1967 E - F 455 - 2184
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - 1 1878 - 299 H - F 1879 - 320
1- H 1258 -138
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
I - D 757 -146 D - H 759 -146
osaa/eats
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqttire extreme care in fabricating, handlingq shipping installing, and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentsfetyInformation, byY TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporarryv
bracm per BGSt. Unless noted otherwise,top chord shall have properix attached structural sheathing and bottom hord shall have a pro4etlyattachdrigidceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebracinginstalledperBCIsections63, 67 or F310, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings160A-Z foe standard plate positions.
Alpine, a division of fTW Buildinq Compon nts Group Inc. shall not be responsible for any deviation from this drawing ag failure to build thetrussinc9ofgrmancewithANSI(TPI 1, or or handlin shippin , instpllation and bracmq of trrussesA eal rondthisgdrairir4g or Gover page listingthisgrawingindi9tesayeptancaQfproessptona engineering respooreeblli solely ANSIITPI1s5ec.hov fn. Tha suiTability anduseothisrandIforanstructureistheresonsibilitoftheBuildinFor
more informawn see this iob's general notes page and these web sites ALPINE www alpine twconr TPI www tpinst ord; SBCA www sbcindustry wm, ICC www.lccsafi R —
v,
1 IcItp., 2400
Lake Orange Dr. Suite
150 Orlando
FL, 32837
Job Number: 20898 Ply: 1 SEQN: 141448 / T40 I HIPS Cost: RR408 JRef: 1Wb84080002I
7413 - A (Fam.Rm.)17413 - A (Fam.Rm.) -David Weekley Homes Qty: 2 FROM: CH OrwNo: 144.18,0735.19406
Truss Label: A2 KM / BAF 05/24/2018
6'11"
6'11"
13, 17'
4' --
5X6 T3 5F6E
30'
22'5"9 , 2 1" 30'
5.5"9 7. --------- 6.11"
4" 6'9"4 37'12 2'8"8 4'5"4 2'10"4 3712 6'9"4 1'4'.
69"4 — 10' 12' 8 ' 1T1"12 20'
Loading Criteria (psf)
TCLL: 20,00
TCDL: 7,00
BCLL: 0,00
BCDL: 10,00
Des Ld: 37.Op
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Lumber
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: 11
EXP: B
Mean Height: 22.99 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 It
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #2 Dense :T2. T4 2x4 SP #1
Dense:
33 2x6 SP #2:
Bot chord 2x4 SP #1 Dense :62 2x4 SP #2 Dense:
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pg,Pfin PSF)
Pg:NA Ct:NA CAT:W
Pf: NA Ce: NA
ILL: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl(CSI Criteria
PP Deflection in loc L/defl U#
VERT(LL): 0.079 N 999 240
VERT(TL): 0,214 N 999 240
HORZ(LL): 0.034 K -
HORZ(TL): 0,064 K
Creep Factor: 2.0
Max TC CSI: 0.357
Max BC CSI: 0,455
Max Web CSI: 0.478
VIEW Ver: 17.02.01A.1114.20
N.
w $
s
r t' E
e
Ama
40 278'41'%r, t Y M
A Maximum Reactions (ibs)
Loc R I /Rw /Rh /RL 1W
B 1215 1 146 / 642 / - 1 159 / 4-0
1 1215 /146 /642 /- /- /4.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
1 Min Brig Width Reg = 1.5
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 498 - 2016 F - G 443 -1495
C -D 421 -1518 G-H 419 -1512
D - E 444 -1501 H - 1 497 - 2015
E - F 441 -1276
Maximum Bot Chord Forces Per Ply (ibs)
Chords Tens Comp Chords Tens, Comp.
S - P 1734 - 341 M - L 1731 -366
P - O 1731 - 342 L - K 1731 - 366
O - N 1731 - 342 K - 1 1734 - 365
N - M 1273 - 203
Maximum Web Forces Per Ply (ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - N 168 - 513 F - M 390 -83
N - E 390 - 67 M - H 168 - 516
05'24 2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricating h ndlingg shippin installing_and brads9 Refer to and follow the lattest edition of SCSI (BuildingventSfetyInformation, byy TPI and S CA) taF safetyractices pnor to perfof5ning these functions. Installees shall provide tefiiporary erl38SI., Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom hord shall hav a prope lr ydrccaardceilingLocationsshownforermanentlateralrestraintOfwebsshallhavebracinggInstalledperBCIsections63,7 or 810, Icable. Apply plates to each face, otptruss and position as shown above and on the Join Details, unless noted otherwise, kefer to s160A-Z for standard plate positions, a
division of ITW BuildinccttCComponents Group Inc. shall not be responsible for any deviation from this drawinq an failure to buildthe conformance with
ANSI/TPI 1, or ffor handling, shippinlq, Installation and bring of.trusses eat on tht drawil g or the su lability thisdrawingindicatesacceptanceofproiesswnansneeringrensfbdtsole)Itor th ds n shown. se of
this drawing for any structure is the responsibi it} of the Buildfng Desiger per ANSlff l ec.2. information see
this Lob's general notes page and these web sites. ALPINE, www.alpineaw.coin, TPI: www.tpinst org; SBCA: www.s6Gndustry coin, ICC: www.iccsaf A 140k,
NE
u E?
uv cew,n. 6750 Forum
Drive Suite 305
Orlando FL,
32821
Job Number: 20898 Ply: 1 SEQN: 141426 / T44 t HIPS Cust RR408 JRef: 1Wb84080002
7413 - A (Fam.Rm.)17413 - A (Fam.Rm.) -David Weekley Homes Oty: 2 FROM: CH DrwNo. 144.18.0735.18720
Truss Label: A3 SN 1 DF 05/24/2018
5'9"4
5'9"4
11' _
57' 12
19,
e'
5X6 =5X6
D E
30'
247' 12 30,
5712 _.5,9„_4
1'4" 8 3" 1'4"
8,3„ t5, 21,9„ 30'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
m
Maximum Reactions (Ibs)
LL
TCLL: 20,00 Wind Std: ASCE 7-10 Fig: NA Ct: NA CAT: NA PP Deflection in loc L/deft L/# Loc R / U / Rw / Rh / RL / W _
TCDL: 7,00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.085 J 999 240 B 1215 / 148 1642 ! - / 139 / 4.0
BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.232 J 999 240 G 1215 / 148 / 642 1- / - / 4.0
BCDL: 10,00 Risk Category: II Snow Duration: NA HORZ(LL): 0.035 1 - Wind reactions based on MWFRS
Des Ld37A0
EXP: B
Mean Height: 22.49 IfCoda
HORZ(TL): 0.066 I B Min Brg Width Req = 1.5
G Min Brg Width Req = 1.5NCBCLL: 1Q.00 TCDL: 4.2 psf Misc Criteria Creep Factor. 2.0 Bearings B & G are a rigid surface.
Soffit: 2.00 BCDL: 5.0 Bldg Cade: FBC 2017 RES Max TC CSI: 0.690
Load Duration: 1.25
psf
MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.695
Members have less 5#
Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.158 rces Per PI (
rces
Chord FotedMaximumnTopotlb3sP ( ) Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) eChordsTens.Comp. Chords Tens. Comp,
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 B - C 535 -2019 E - F 523 -1825
C - D 524 -1825 F - G 534 - 2019
Lumber D - E 464 -1464
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense Maximum Bot Chord Forces Per Ply (ibs) Webs 2x4 SP #3 Chords Tens.Com_p. _Chords Tens. Comp.
Wind B - K 1746 -382 J - 1 1417 -287
Wind loads based on MWFRS with additional C&C K - J 1417 - 266 I - G 1746 - 406
member design.
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp,
K -D 415 -75 E - 1 415 -74
a
4
R\ .
0 278 NA.
rrtRllitllt#b t
05'24!2018
WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses req ire extreme care in fabricating, handling shipping installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingCompanengtfetyInformation, byvIT and SBCA) f6 safety practices prior to performing these functions. Installers shall provide temperannttbracingprBGSi. Unless noted othelwtse,top chord shall have properlyY attached structural sheathing and bottom hord shall have a properlyattachedqidceilingLocationsshownforermanentlateralrestraintofwebsshallhavebracingginstalledperCIsections63, B7 or 610,
as apphcablg Apply plates to each face afptruss and position as shown above and on the JoinfDetails, unless noted otherwise. f7efer todrawings16UA-Z for standard plate positions.
Alpine, a di ision of ITW BUildin9 omponeents Group Inc. shall not be responsible for any deviation from this drawin a0 failure to build the
fuss ui copn gnuance with AN511T 1 1, or ror handlinct, shi in , installation and bracing of ttrrus sA eal on thi* drawirig or a"reerpagelistingthisdrawin5tindicatesacceptanceofproTessotislbigitoffheBuildingDesigrierope®rASIRPd slgnhown. gthe suitability
and use o this drawing for any Is is the res Sbc
For more infonnatton see this lob's general notes pane and these web sites ALPINE- www.alpineitw.corn, TPL www. tpinst.org, SBCA- www.@bonduss"coin: ICC- www,iccsaf
u+raa'nw?m
13723 Riverport Drive
Suite 200
Maryland Heights, MO 6304
Job Number: 20898 Ply: 1 SEQN: 141427 / T9 / HIPS
I
Cust RR408 JRef: 1Wb84080002
7413 - A (Fam.Rm-)11413 - A (Fam_Rm.) -David Weekley Homes1 Qty 2 FROM: CH DrwNo, 144.18.0735.17910
Truss Label: A4 k SN 1 DF 05124/2018
T I -_ _-___
4'9"4 9' 15, 21' 25712 30'
4'9"4 4712 6' 6' 47'12 4'9"4
5X6 1112X4 5X6
D E F
12 - --
6 2X4 2X4
M C % j G
B I H
3X6(Ai) 3X4 =5X8 =3X4 3X6(Ai)
30` ,-- __ _.. ,
14" 9` 6' 6' T 1`4"
9' 15' 21' 30`
Loading Criteria (ost) Wind Criteria Snow Criteria (Pg,Pf fn PSF) Defl/CSI Criteria Maximum Reactions (Ibs) _
TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / R_w_ / Rh / RL ! W
TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0,102 E 999 240 B 1215 / 276 / 639 t - / 119 / 4.0
BCLL: 0.00 Enclosure: Closed I
Snow Duration: NA HQRZLL: 0.038 J
Lu: NA Cs: NA VERT(TL): 0.278 E 999 240 H 1215 / 276 1639 (- 14,0
rYBCDL: 10.00 9RiskCategory: II ( ) - - l Wind reactions based on MWFRSEXP:BDesLd: 37.00 r----------- — HORZ(TL): 0.070 J B Min Brg Width Req = 1.5
Mean Height: 21.99 It H Min Br Width qNCBCLL: 10.00 Code t Misc Criteria Creep Factor: 2.0 g dth Re = 1.5
TCDL: 4.2 psf B & H are aBearingss rigid surface. Soffit: 2,00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0,346 9
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPt Std: 2014 Max BC CSI: 0.750
Spacing:24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.149 Members not listed have forces less than 375#
Maximum Top Chard Forces Per Ply (Ibs) Loc. from endwall: not in 9,00 it FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s): _
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.OtA.1114.21 ; B - C 569 -2038 E - F 577 -1864
Lumber -- --- -
C-D 516 -1799 F-G 515 -1799
D - E 577 -1864 G - H 569 - 2038
Top chord 2x4 SP #2 Dense
But chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Maximum Bat Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens, Comp,
Wind B - L 1772 -420 K - J 1566 -333
Wind loads based on MW FRS with additional C&C L - K 1566 - 309 J - H 1772 - 444
member design.
f tit
F 10 . 4d / ae
kTE
dF> ="ItesM%wR skP&q'
0 278x`'
S
0524i2018
WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses rag ire extreme care in fabricating, handlingg shipping installing. and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentaEeryInformation, by TPI ancd7 SBCA) M, safety Practices prior to performing these functions. Installers shall provide temperarVbraetnpperBGSi. Unless noted 01herwfse,top chord shall have properly attached structural sheathing and bottgm Cherd sflall h ve a properlyattachedrigidceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebracinginsailedperSCSIsectionsB, B7 or 610, as applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to " drawings 160A-2 for standard plate positions. LRI NAlpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the ,„"W-1,,,a1.
truss to ctlnf mlance with ANSin PI 1, or for handling, shippmq, instillation and bracing of trussesA teal on this dr wing or cover page . , 13723 Riverpon Drivefistingthisg4rawinS indicates aceeptance of rofessronaf Brig neering respor slbilit solely or thhe dest n hewn. The sui brhty Suite 200anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIRPI1Seca.
For more information see this job's clenwal notes w2e and these web sites: AWINB. www.al ineitw.com. TPI: www.t inst-o : SBCA. www.sbondust com. ICC. vmw_iccsafe.o Maryland Heights, MO 6304
Job Number: 20898
7413 - A (Fam.Rm) 17413 - A (Fam.Rm.) -David Weekley Homes
Truss Label: A5
T
Ply I SEQN: 141443 / T4 I HIPS Cust: RR408 JRef: 1Wb84080002
Qty: I FROM CH DrwNo: 144 18,0735,19422
KM / BAF 05/2412018
1111,15 7' 15, 23' 30'
5110"1 8' 7'
5X6 =3x4 7X8
C D E
30'
478 6'9"8 678 4'2"8 1'4"
Loading Criteria (psf) ', Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL:--10.00 Risk Category: 11
EXP: BDesLd: 37.60_ Mean Height: 21.49 ftNCBCLL: 10,00 TCDL: 4.2 psfSoffit: 2,00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing. 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #1 Dense 31 2x4 SP #2 Dense:
Bot chord 2x6 SP #2 :B3 2x6 SP SS:
Webs 2x4 SP #3:W6 2x4 SP 92 Dense:
Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3:
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -133 to 56 plf at 25.73
TC: From 28 pit at 25.73 to 28 plf at 26,94
TC: From 56 pit at 26,94 to 56 plf at 3133
BC: From 4 plf at -1.33 to 4 plf at 0,00
BC: From 20 plf at 0.00 to 20 plf at 25,73
BC: From 10 plf at 25.73 to 10 plf at 26.94
BC: From 20 plf at 26.94 to 20 pit at 30,00
BC: From 4 plf at 30.00 to 4 pit at 31,33
BC: 2244 lb Conic. Load at 25.73
BC: 319 lb Conic. Load at 26.94
Wind
Wind loads and reactions based on MWFRS,
Bearing Block(s)
Brg blocks:O. 1 28"x3", min. nails
brg x-loc #blocks length/blk #nails/blk wall plate
2 29,667' 1 12" 4 Rigid Surface
Brg block to be same size and species as chord.
Refer to drawing CNNAILSP1 014 for more information.
Snow Criteria (Pg,Pf in PSF) DefI1CSI Criteria A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R U'__ /Rw /Rh /RL _/W
Pf: NA Ce: NA VERT(LL): 0.201 D 999 240 L 1552 331 / - / - / - 14,0
Lu: NA Cs: NA VERT(TL): 0.545 D 955 240 F 3394 584 1 - I - / - 14,0
Snow Duration: NA HORZ(LL): 0.055 H - Wind reactions based on MWFRS
HORZ(TL): 0.101 H L Min Brg Width Req = 1.8
Code I Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = -
Bldg Code: FBC 2017 RES Max TC CSI: 0.955 Bearings L & F are a rigid surface.
TPI Std: 2014 Max BC CSI: 0367 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.640 Maximum Top Chord Forces Per Ply (Ibs) FTIRT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s):
WAVE VIEW Ver: 17.02.01A.1114.20 _j B - C 545 -2839 D - E 690 -4022
C - D 584 -3231 E-F 1055 -6624
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - K 2485 -461 1 - H 3904 -693
K-J 2387 -490 H-F 5881 -922
i -1 3896 -769
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-i 1116 -124 1 - E 579 0
i - D 244 -882 E - H 3151 -364
051/24,'2018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
i re I I in fab catino, handling, shlppin,, instilling and bracing. Refer to and follow the lalestedition of BCSI (Building rjepreextremecareefetyInformation, b, PI an SECA) f ractices phor to performing these unctions. Installers shall &ovide temporary per
6 SI. Unless noted o herwi ejop chord snail have properix attached structural sheathingand bottom ghoa(( have a props id ceiliny. Locations shown lorptermanent lateral restraint fwebs shall have braci 1 installed per BC I sections B3 B7 or 10. r Netails, unless noted otherwise. Refer to Ic s141&Aqp y plates to each face o truss and position as shown above and on the Join Z orstandardplatepositions, a division
of ITW Nildin ,lr$omponpntsGroup Inc. shall not be responsible for any deviation from this drawing failure to build the an c7informancewith
NSI 1 1, or or handling, shippiny, instpliation and bracini of truss,?,sA sal on thisdr wo r over Vno hethisIacceftanceofprofessionalengineeringfetvsdesignlc§ponsbilioelyrtVlatilityring, indicatesVesanahosM0 .
rawing lor any structure is e responsibility of the u Iding Deslqifei per ANSPP 1 c. . ALPINE 6750
Forum
Drive Suite 305
Orlando FL,
32821
Job Number: 20898 1 Ply: I SEQN: 141441 / TIO I HIPS Cust: RR408 JReF 1Wb84080002
7413 - A (Fam.Rm,) 17413 - A (Fam.Rm ) -David Weekley Homes 1 FROM. CH DrwNo: 144.18.0735.18582
Truss Label: A5A SN f DF 05/24/2018
U
7'
6'
6'10"4
V, 0-i
111"11'7
4'11 V7
17'10"13
5'11 5'1"3
6XC6 1112XT2 4 =_
3X4 6X6
D
E F 30'
6715
I
I'l V7 4'
1 V7 Y371.
12 29'
6'
6'
l 0"4 70_
T
A -
Loading
Criteria (psri Wind Criteria Snow Criteria (Pg.Pf,n PSF) I Deft/CSI Criteria A Maximum Reactions (lbs) TCLL:
20.00 Wind Std: ASCE 7-10 Fig. . NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL W TCOL:
7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.275 D 999 240 B 2811 /678 1 - 14.0 BCLL:
0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): 0.743 D 700 240 G 2811 / 678 14.0 BCDL:
10.00 Risk Category: 11 REXP:
6 1
Snow Duration: NA HORZ(LL): 0.069 1 - - Wind reactions based on MWFRS Des
Ld: ii , 6- HORZ(TL): 0,128 1 B Min Brg Width Req = 3.3 NCBCLL:
10.00 Mean
Height: 21,49 ft Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 3.3 TCDL:
4.2 psf Bearings B & G are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.793 Load
Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.604 Members not listed have forces less than 375# Spacing:
24.0 C&C Dist a: 3,00 ft Rep Factors Used: Yes Max Web CSI: 0.745 Maximum Top Chord Forces Per Ply (lbs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Chords Tens,Comp. Chords Tens. Comp. GCpi:
0.18 Plate Type(s): Wind
Duration: 1,60 WAVE, HS VIEW Ver: 17.02,01 A. 1114.21 1 B-C 1337 -5610 E - F 1555 -6510 C-
D 1567 - 6546 F-G 1337 -5606 Lumber
D-E 15W - 6544 Top
chord 2x4 SP #1 Dense :T2 2x6 SP #2: Bat
chord 2x6 SP SS Webs
2x4 SIP #3 Maximum Bet Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens, Camp. Special
Loads B - L 4%2 -1166 J - 1 4931 -1167 Lumber
Dur,Fac,=1,25 I Plate Our,Fac,=1,25) L - K 4934 -1168 I-G 4958 -1166 TC:
From 56 plf at 1,33to 56plfat 7.00 K-J 6566 -1580 TC:
From 28 plf at 7.00 to 28 plf at 23.00 TC:
From 56 plf at 23.00 to 56 plf at 31.33 BC:
From 4 plf at -1.33 to 4 plf at 0.00 Maximum Web Forces Per Ply (lbs) BC:
From 20 plf at 0.00 to 20 fill at 7.03 Webs Tens,Comp. Webs Tens. Comp, BC:
From 10 pif at 7.03 to 10 pit at 22.97 BC:
From 20 plf at 22.97 to 20 pff at 30 DO L-C 641 0 E - J 307 -676 BC:
From 4 plf at 30.00 to 4 pff at 31,33 C-K 1957 -484 J - F 1936 -474 TC:
384 lb Conc. Load at 7.03,22,97 ffmf"#q' D-K 303 -659 F - 1 626 0 TC:
169 lb Conc. Load at 9.06,11,06, 13,06,15.00 16.
94,18.94,20.94 .1 BC:
478 lb Conc. Load at 7.03,22.97 BC:
127 lb Conc. Load at 9.06,11.06,13.06,15.00 16,
94,118.94,20.94 4r,) Wind
648/
WindloadsandreactionsbasedonMWFRS. T•
E 0 7(
411s" ORO...# ONA'
If- 40278art
Ott 05/
24/2018 WARNING**
READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT**
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
recItire extreme care in fabricating, handling h and bracing. Refer to and follow the latest editin of BCSI (Building efety
Information, ti PI an c CSBCA) safety prior to performing these functions. Installers shall&ovide tempura bracib
er B St. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom ghord s all have a progeWy attach2frijidceilin?, Locations shown for lateral restraint f websshall have bracinginstalled per BC I sections B3 B7 or 10, 3
1 , r asapplicable. Apply fates to each face o truss and position as shown above and on the JoinDo(ails, unless noted otherwise. Refer to drawings160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildi deviation from this drawintan nufailure to build the ANSIPIGroupInc. shall not be responsible rany trussinnfrmancewithANSI11, or for handling, shipping, installation and bracin of trussesA eal on this drawing gor cover p 13723 Riverport Drive Clistingthisrawing, indicates acceFtance 911' Ko ass ona engineering re ns bili solely for the de * hown. The su"NUility ru
ture 1. rl!rgulld BuildingDesig er per ANSI1TPl IsArc.l. Suite 200 anduseothisrawingoranysis (a responsibility of V % For
more infiennation see this fob's oeneral notes oaae and these web sites ALPINE www alotneaw coni, TPI www tonSt net, SBCA - sbar-eloStly wn,. ICC - lmsafe om Maryland Heights, MO 63043
Job Number: 20898 Ply 1 SEON: 141428 1 T29 I COMNI Cust: RR408 JRef: 1Wb84080002
7413 - A (Fam.Rm,) 17413 - A (Fam.Rm.) -David Weekley Homes Qty 3 FROM: CH DrwNo: 144.18,0735.18285
Truss Label: BI SN I DF 05/24/2018
Loading Criteria (psf)
TCLL: 20,00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Lc1_,_Y7700_
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
fSL4
6'5"4
1'4"
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: 11
EXP: 6
Mean Height: 22.95 ft
TCDL: 4.2 psf
SCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 If
Loc. from endwaill: not in 9.00 ft
GCpi: 018
Wind Duration: 1,60
Lumber
Top chord 2x4 SP #2 Dense
Bat chord 2x4 SP #2 Dense
Webs 20 SP #3
Hangers I Ties
J) Hanger Support Required, by others
Loading
Truss passed check for 20 fist additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
12'l0" 19'2"12
6 4 12 2 6'51'4
m4X4D
25'8"
9110"
Snow Criteria (P9,Pf in PSF) Cief11CSI Criteria A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Lldefl L/# Loc R /U /Rvv /Rh RL_ 2 W
Pf: NA Ce: NA VERT(LL): 0.064 H 999 240 B 1099 / 126 / 555 /147 /4,0
Lu: NA Cs: NA VERT(TL): 0.166 H 999 240 F 1013 /107 1497 /- /_
Snow Duration: NA HORZ(LL): 0.027 G - Wind reactions based on MWFRS
HORZ(TL): 0.048 G B Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = -
Bldg Code: FBC 2017 RES Max TC CSI: 0,386 Bearing B is a rigid surface.
TPI Std: 2014 Max BC CSI: 0,748
Rep Factors Used: Yes Max Web CSI: 0. 193 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens, Comp.
Plate Type(s):
WAVE VIEW Ver: 17.02.01Z 114.2 1 B-C 408 -1746 D . E 398 -1485
C-D 375 -1476 E - F 430 -1759
W_
PfO 278
05/24;2018
Maximum Bot Chord Forces Per Ply Tsc) Chords Tens.Comp. Chords Tens. omp.
H 1504 -308 G-F 1520 -312
H-G 1041 -144
MaximumWeb Forces Per Ply (lbs)
Webs Tens.Comp. Webs Tens. Comp.
H-D 488 -94 D-G 505 - 104
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
req ire extreme a in fabricating,handling, shipinp, installing,an racingi. Refer to and follow the latest edition of BCSI (BuildinglentfelyInformation,
sIansafety
ractices prior to performing these functions. Installers shall provide temporarryY t. snoteora31. Unless no he iSe.t p Chord shall have properl attached structural sheathing and bott%n h , C ghord shall hlvta property dceiling . Locations own for permanent lateral restraint I webs shall have bracing installed per C I sections B , 7 or 10, cable. Apply plates to each face o, truss and position as shown above and on the Join Details, unless noted otherwise. Refer to is1AZforstandardplatepositions, a
division of ITW Buildin+Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance
with ANSI PI 1, or for handling, shipping, installation and bracini of trussTsA =1 on this dr wi g or cover p, this
ert 1, ling, indicates accaFtance of go ession I irilrlg responsibility solely r the design shown. he SuTatility in
Building D.sig er per ANSVTPI I SecZ vo, this rawing lor any structure Is e responsibIV?of t 1-----
T.1 PI
ANE13723
Riverporl Drive Suite
200 Maryland
Heights, MO 6304
Job Number: 20898 Ply i SEQN: 141429 1 Tt t SPEC Cust RR408 JRef: 1Wb84080002
7413 - A (Fam.Rm-) t7413 - A (Fam-Rm.) -David Weektey Homes Oty 1 FROM: CH DrwNo 144.18.0735,19344
Truss Label: B2 KM f BAF 05/2412018
6'5"4 12.10" 197'12
i..._----- --.. _".._--- 6'S.4-_-._..._ 6,4,.t2
1'4" 9'in•'
Loading Criteria (psf} Wiod Criteria
WindTCLL: 20.00 Std: ASCE 7-10
TCDL: 7.00 j Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: BDesLd: 37.00 Mean Height: 22.95 ItNCBCLL: 10.00 TCDL: 4.2 psfSoffit: 2.00 BCDL: 5.0 psf
Load Duration: 1,25 MWFRS Parallel Dist: h12 to h
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1 60
Lumber
Top chord 2x4 SP #2 Dense
Bet chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
4x4D
25.8"
6'
1510"
Snow Criteria (P9,Pf in PSF) I Deft/CSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in Inc L/defl L(#
Maximum Reactions (Ibs)
Loc R ! U l Rw (Rh l RL 1 W
Pf: NA Ce: NA I VERT(LL): 0.057 1 999 240 j B 1051 1125 / 555 l - 158 l 4.0
Lu: NA Cs: NA VERT(TL): 0,154 1 999 240 I F 1051 1 125 l 555 l - - l 4.0
Snow Duration: NA HORZ(LL): 0.024 H Wind reactions based on MWFRS
HORZ(TL): 0,045 H B Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES Max TC CSC 0,363 Bearings B & F are a rigid surface.
TPI Std: 2014 Max BC CSI: 0,735
Rep Factors Used: Yes Max Web CSI: 0.170 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT(RT:20(0)f10(0) Chords Tens.Comp. Chords Tens. Camp.
Plate Type(s): r _
VWAVEVIEWer: 17.Q2.OtA.1114.20B - C 396 -1636 D - E 371 -1364 C -
D 371 - 1365 E - F 396 -1635 Ififi4 .
El
0 6
6f E 6 it Qrz z 0
R itO278 /
t tl M_ arJB. r.
SiA14D4 05 /24/
2018 Maximum Bot
Chord Forces Per Ply (Ibs) Chords Tens.
Comp. Chords Tens. Camp. B - i
1407 - 255 H - F 1406 - 279 1 - H
962 -114 Maximum Web
Forces Per Ply (ibs) Webs Tens.
Comp. Webs Tens. Comp. 1 - D
446 - 97 D - H 442 - 98 WARNING** READ
AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req
lire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fallow the latest edition of SCSI (Building Component saafetyInformation, bVV TPI and SBCAj fbi saff6 ractices poor to performing these functions. Installers shall provide temporary brawn perBGSI.. Unless noted otherwise,top chord shall have properIx attached structural sheathing and bottom hord shall have a properly attachd rigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins[alled per BC I sections B3, B7 or 810, as applicable. Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 16OA-Z foe standard plate positions. Alpine, a
division of ITW Building omponents Group Inc. shall not be responsible for any deviation from this drawin an failure to build the truss inconformancewithANSit11, or for handling, shippin , installation and bracin of trussesA gal on this dr wrir g or over po ggoa iistinthisdrawininddieaesaeeeptanceofpro), n meeting res ns bili sole) far sfggn haven. 'he lity and useofthisdrawingoranystructureisfheresponsibielitofthebuildingDesignerperANSIfTPI15ec.1. K.m—
r;; v+mv:
N", 6750 Forum
Drive Suite 305
Orlando FL,
32821
Job Number: 20898 I Ply: 1 SEQN: 141430 / T2 / GABL I Cust: RR408 JRef: 1Wb84080002
7413 - A (Fam.Rm.) /7413 - A (Fam-Rm) -David Weekley Homes Qty: 1 FROM: CH DrwNo: 144.18.0735.19375
Truss Label: 83 KM / BAF 05/2412018
G70"12 i2't0- i8'9"4 8ti 8"
511"4 `i 6'IU'12
Loading Criteria (psf)
TCLL: 20,00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld-_37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
1a10"
14
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP:B
Mean Height: 22.95 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A14030ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
12'10"_ 18111"
Snow Criteria (Pg,Pf,n PSF) DefifCSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in Inc L/defl L/#
Pf: NA Ce: NA VERT(LL): 0,040 F 999 240
Lu: NA Cs: NA VERT(TL): 0.112 F 999 240
Snow Duration: NA HORZ(LL): 0,012 D - -
HORZ(TL): 0.022 D
Code t Misc Criteria Creep Factor: 2.0
Bldg Code: FBC 2017 RES Max TC CSI: 0,458
TPI Sid: 2014 Max BC CSC 0,456
Rep Factors Used: Yes Max Web CSI: 0.464
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver: 17.02.01A.1114.20
r
13
v,
9
i
40 27
tt ,
05?242018
El
89
25V
A Maximum Reactions (lbs), or *=PLF
Loc R /U /Rw /Rh /RL 1W
B 782 1191 1 430 ! - / 158 / 4.0
K" 198 146 / 102 / - /- / 80.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
K Min Brg Width Req = -
Bearings B & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 488 -1086 E - H 370 545
C - E 367 - 5%
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - Q 906 -305 Q - P 903 - 305
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp, Webs Tens. Comp.
C - P 336 - 553 H - O 412 - 817
P - H 589 - 202
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s require extreme care in fabricating, handlingg shippin Ostalling.and bracing. Refer to and follow the latest edition of SCSI (BuildingneatSfetyInformation, by TPI an SBCA} fbr saftety ractices pnor to performing these functions, installers shall pprovide teri poraryerBGSI, Unless noted oytherwise,top chord snail have properly attached structural sheathing and bottom horn! shall hav 2 a properlyddgldceilingLocationsshownforrmanentlateralrestraintofwebsshallhavebracingmsialledporBCIsectionsB3, tJ7 or 810,
lea i0 AI, Rlates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
1s60A-Z ror standard plate positions,
a division of ITW BuildincqtCCampon nts Group Inc. shall not be responsible for any deviation from this drawinq au failure to build thecgnfrmancewithANSIOI1, or for handling, shipping, tnst Ilation and bracmq of trussesA eat on this drawiX or War pe e, this dgrawing indicates acceptance of profassionar engineering repporlsibilit r solelyr the d st n rhoWn. The suifabdityeofthisdrawingforanystructureistheresponsibilityoftheBuildingDasigrierperANSIPISc.2.
F.15m=
M1:flNLOMfUlY
6750 Forum Drive
Suite 305
Orlando FL, 32821
Job Number: 20898 Ply 1 SEQN: 141431 / T39 / CQMNI Cust RR408 JRef: 1Wb84080002
7413 - A (Fam.Rm.)17413 - A (Fam.Rm.) -David Weekley Homes City: 5 FROM, CH Dnallo: 144.18.0735,19797
Truss Label: B4 KM / BAF 05/24/2018
2W 6'1"2
TV 3'972
2'4" 8'4'
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL 10.00 Risk Category: II
EXP: B
Des Ld.
y
37.00 Mean Height 22,95 ft
NCBCLL: 10.00 TCDL: 4.2 psfSoffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3,00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1,60
Lumber
Top chord 2x4 SP #2 Dense :Ti 2x6 SP SS:
Bat chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design,
12,10" 14`3" 2
6'II"1A _ 1.5- 4'4"8 •+--- . 611"12
m4X40
5'4" 6" 4'6"4
T142"
6111,12 1'4"
1,118' 18'8"4 25 43-
Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.260 C 999 240 A 975 / 217 / 506 / - / 153 / 4.0
Lu: NA Cs: NA VERT(TL): 0,714 C 621 240 G 1047 / 249 / 553 / - /- / 4.0
Snow Duration: NA HORZ(LL): 0.165 1 - - Wind reactions based on MWFRS
HORZ(TL): 0,309 1 A Min Brg Width Reg = 1.5
Code / Misc Criteria I Creep Factor: 2,0 G Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES' Max TC CSI: 0.780 Bearings A & G are a rigid surface.
TPI Std: 2014 Max BC CSI: 0,651
Rep Factors Used: Yes Max Web CSI: 0.542 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens, Comp.
Plate Type(s):-
WAVE 1 VIEW Ver: 17.02.01A.1114.20 A - B 264 -425 D - E 795 -1439-
B - C 1086 -2333 E - F 736 - 1523
C - D 922 -1913 F - G 730 - 1642
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp, Chords Tens. Comp.
B - M 2288 - 921 1 - G 1400 -533
M - J 1141 - 330
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp, Webs Tens. Comp.
C - M 502 - 870 D - J 607 - 324
M - D 762 - 329 J - 1 1422 - 538
WC
s
p AT
P10 278 ley
05 24t201 8
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fapr cating, handlingg shippin installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSfety, Information, bV TPI and SBCA) 9 $ate(v ractices prior to performing these functions. installers shall provide tarnporarrYYbracln9per38SI. Unless noted otherwise.top chord shall have properlyY attached structural sheathingg and bottom hord shall hav8 a properlyattachedrigidceilingqLocationsshownforpermanentlateralrestraintOfwebsshallhavebracinginslalledperBCIsectionsB3. B7 or 61oasapplicable, A pTy plates to each face. a truss and position as shown above and on the Join Details, unless noted otherwise. Refer todrawings160A-Zpfor standard plate positions.
Alpine, a division of ITW BuildincgtCCompongnts Group Inc. shall not be responsible for any deviation from this drawing any failure to build thetrussinconformancewithANSI1, or for handling, shipping, instpillation and bracing of truss sA seal on this drawing or over pa elistingthisdrawingindicatesacceptanceofprofessional ?ngmeering responsibility so ety for It deS n sho%. he suitabilityanduseofthisdrawmgforanystructureisaresponsibiityofthebuildingDesignerperANS1/T I 1 sac.2. u
it 10 wll 6750
Forum Drive Suite
305 Orlando
FL. 32821
Job Number: 20898 Ply: 1 SEQN: 141432 / T15 / GABL Cust: RR408 JRef: lWb84080002
7413 - A (Fam.Rm.) 17413 - A (Fam,Rm.) -David Weekley Homes Qty: 1 FROM: CH DrwNo: 144,18.0735,18923
Truss Label: Cl SN / DF 05/24/2018
3*8" 2'—"
TYP)
1'4"
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: 6DesLcL37.00 Mean Height: 22.16 ft NCBCLL:
10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5,0 psf Load
Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing:
24.0 C&C Dist a: 3.00 ft Loc.
from endwall: Any GCpi:
0.18 Wind
Duration: 1.60 Lumber
Top
chord 2x4 SP #2 Dense Bot
chord 2x4 SP #2 Dense Webs
2x4 SP #3 Plating
Notes All
plates are 2X4 except as noted. Wind
Wind
loads based on MWFRS with additional C&C member
design. Additional
Notes See
DWGS A14030ENC101014 & GBLLETIN1014 for gable
wind bracing and other requirements. 9*
81, F
19'
4" 19'
4" Snow
Criteria (Pg.Pf in PSF) I DefI/CSI Criteria Pg:
NA Ct: NA CAT: NA I PP Deflection in loc L/defl L/# Pf:
NA Ce: NA VERT(LL): 0.001 L 999 240 Lu:
NA Cs: NA VERT(TL): 0.004 L 999 240 Snow
Duration: NA HORZ(LL): 0.001 L - HORZ(
TL): 0.002 L Code /
Misc Criteria Creep Factor: 2.0 Bldg
Code: FBC 2017 RES Max TCCSI: 0.160 TPI
Sid: 2014 Max BC CSI: 0.077 Rep
Factors Used: Yes Max Web CSI: 0.050 FT/
RT:20(0)/10(0) Plate
Type(s): WAVE
VIEW Ver: 17.02.01A.1 1 14.21 Mr.
0,
AT
S
OR HO
278 N A i,_ 05/
24/2018 V4"
4L
Maximum Reactions (lbs), or *=PLF Loc
R / U /Rw /Rh /RL /W B*
73 117 /36 /7 1228 J
237 / 52 /144 /- /4.0 Wind
reactions based on MWFRS B
Min Brg Width Req = - J
Min Brg Width Req = 1.5 Bearings
B & J are a rigid surface. Members
not listed have forces less than 375# WARNING**
READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT**
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re
extreme care in fabricating, handling shipino, installing and bracing. Refer to and follow the latest edition of SCSI (Building Information, b, TPI ansafety ractices prior to performing these unctions. Installers shall provide tempora OfeltyUnlessnotedc, herwise,top chord snail have properly attached structural sheathing and bottom ghord shall have a progel didc *I' Locations shown forrrmanent lateral restraint of webs shall have bracinginstalled per BC I sections 63 67 or 10 intr
IA"oo4Dlates to each face o truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to Alpine,
a division of ITW Buildinm.Componrnts Group Inc. shall not be responsible for anydeviation from this drawinan failure to build the trussincqnformancewithANSIPI1, or or handlinj shipping, installation and bracing of trussesA eal on this drawing or cover pa respobillfsolelyorthedesignshown. The sui bility, tlistingthis ?rawin , indicates acceptance (?f go ass one Ingine A ,r anduseothisgrawingloranystructureiseresponsibiityofi3hroTguildingWeislIgMerperANSI/TPI I Sec. . mcgr
NI
Twom"y 13723 Riverport
Drive Suite 200
Maryland Heights,
MO 63042
Job Number: 20898
7413 - A (Fam.Rm.) /7413 - A (Fam,Rm.) -David Weekley Homes
Truss Label: EJ3
1'4"
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
BMean37.0-0DesLdEXP: Height: 20A9 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a- 3.00 ft
Loc. from endwall: AnyLoc. 0
GCpi: 0.18
1,60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Ply: 1 SEQN: 141433 1 T41 / EJAC Cust: RR408 JRef: 1Wb84080002
Qty: 2 FROM: CH OrwNo: 144.18.0735.17987
SN / OF 05124/2018
5Q
3'
3'
Snow Criteria (Pg,Pfin PSF) I Deft/CSI Criteria
Pg; NA Ct: NA CAT: NA I PP Deflection in loc L/defl L/#
Pf: NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL): 0.001 D
HORZ(TL): 0.001 D
Code I Mise Criteria Creep Factor: 2.0
Bldg Code: FBC 2017 RES Max TC CSI: 0.225
TPI Std: 2014 Max BC CSI: 0.068
Rep Factors Used: Yes Max Web CSI: 0.000
FTIRT:20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver: 17.02.01A.1114.21
FLO,
0 54,TE 0
0
z
0278
05/24/2018
I
C)
A Maximum Reactions (Ibs)
Loc R I U /Rw /Rh IRL 1W
B 222 / 43 /141 1- 160 /4.0
D 50 /- /36 1- /1.5
C 59 127 /20 /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing 8 is a rigid surface.
Members not listed have forces less than 375#
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling shippin, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingSefetyInformation, by TPI an SBCA) r safety ractices prior to performing these functions. Installers shall provide temporary
B $1. Unless noted o herwise,top chord shall have properl attached structural sheathin and bott(&Cn chord shall have a pro r yiide
R 9ceiliny. Locations shown for lateral restraint f webs shall have bracing ins alled per CSI sections B3 B7 or 10
A% rl plates to each face of truss and position as shown above and on the JoinpDetails, unless noted otherwise. Refer to60A-Z and plate positions.
a division of
any
from this drawing,au failure to build theksealonthisdraw! g or cover pagegeOqsjSnshown. The sui abitqElityK.
3_W,6,= m ,
Qvmy 13723
Riverport Drive Suite
200 Maryland
Heights, MO 63042
Job Number: 20898
7413 - A (Fam.Rm.) /7413 - A (Fam_Rm.) -David Weekley Homes
Truss Label: EJ7
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 "
Ply: 1 SEQN: 141434 / T37 / EJAC I Cust RR408 JRef: IWb84080002
Qty: 9 FROM: CH DrwNo: 144.18,0735-18876
SN / OF 05/2412018 C 11 3Wind
Criteria
Wind
Std:
ASCE 7-
10 Speed: 139 mph Enclosure:
Closed Risk Category:
11 EXP:
B Mean Height:
21.49
If TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0
to h/2 C&C Dist a:
3.00 ft Loc. from endwail: not
in 4.50 it GCpi: 0.18 Wind
Duration: 1.60
Lumber Top chord 2x4
SP #
2 Dense Bot chord 2x4 SP #
2 Dense Wind Wind loads based
on
MWFRS with additional C&C member design. Snow Criteria (
Pq.PP
In PSF) Pg: NA Ct: NA
CAT: N/ Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA Code /
Misc Criteria Bldg
Code: FBC 2017
RES TPI Std: 2014 Rep
Factors Used: Yes
FT/RT:20(0)/
10(0) Plate Type(s): WAVE
WARNING** READ AND
FOLLOW
AL IMPORTANT** FURNISH THIS DRAWING
TO ALL a ire extreme care
in fabricatinq, handlin shi pin in, tIgfety Information, bVV TPIandSBCA) f sa'ety racti BSI. Unless noted otherwise,top chord shall have pr< aid ceilingg. Locations shownforrmanentlateralrestrle. AppTv plates toeachfaceofgrassandpositionasDefl/CSI Criteria PP
Deflection in loc
L/defl L/# VERT(LL): NA VERT(
TL): NA HORZ(
LL): 0.013
D HORZ(TL): 0,023
D Creep Factor: 2.0
Max TC CSI: 0.
598 Max BC CSI: 0.
456 Max Web CSI: 0.
000 VIEW Ver: 17.02.
01A.1114,21 AE a 0 278QVt
05 24i2018 Maximum
Reactions (Ibs)
Loc R /
U /Rw /Rh /
RL /W B 360 / 58 / 220 (- / 121 /
4.0 D 127 /- /84 l- /- /1.
5 C 169 /78 /68 (- (- /1.
5 Wind reactions based on MWFRS
B Min Brg Width Req =
1.5 D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid
surface. Members not listed have forces
less than 375# INCLUDING THE INSTALLERS 1. , Refer
to and follow
the latest edition of SCSI (Building hung these functions. Installers shallprovidetemporann([ uctural sheathing and bottom hardshallhaveaprogenyhavebracingginstalledperBCIsectionsB3, B7 or 10, on the Joint Details, unlessnotedotherwise. Refer to Alpine, a division of lTW
BuildingCompon nts Group inc. shall not be responsible for any deviation from this drawin au failure to build the ru s 9 con forman with ANSI 1, or or handtlinq shippmy, installation and bbrpaocinq of tr sses Y eal on thisdraswitigor W uag iiity ist1n this (drawin indica asacestanceofpro) essions en ins rin re ns bili solely t or thg design ho n. to and use o this yawing
or any s ructure is a responsibility oft a uildmg Designer per ANSIfT I t Sec. . ALPINE w;rn: 13723 Riverport
DriveSuite200
Maryland Heights, MO
6304
Job Number: 20898 Ply 1 SEQN: 141438 1 T8 I HIPM Cost: RR408 JRef: 1Wb84080002
7413-A (Fam.Rm)17413-A (Fam.Rm.) -David Weekley Homes 1 Qty I '!FROM CH DrwNo. 144.18.0735.19345
Truss Label: EJ7A FV I BAF 0512412018
8
3X6(A 1)
Loading Criteria (psf) I Wind Criteria
TCLL: 20,00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: BDesLd: 37.60 Mean Height: 21.13 it
NCBCLL: 10,00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 it
GCpi: 018
Wind Duration: 1,60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x6 SP SS
Webs 2x4 SP #3:W2 2x4 SP #2 Dense:
Special Loads
Lumber Dur,Fac.=1.25 / Plate Dur.Fac,=1,25)
TC: From 56 pit at 0.00to 56plfat 7.00
BC: From 10 plf at 0.0010 loplfat 7.00
BC: 1013lbConc. Load at 0.73,2.73, 4,73, 6.06
Hangers / Ties
J) Hanger Support Required, by others
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
478 _T_
47'8 278
7'
4'6"
4'6"
4X4
B = 4X8 C
2'6"
7'
Snow Criteria (Pg,Pf,n PSF) 1 Defl/CSI Criteria A Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defi L/# Loc R / U /Rw /Rh /RL 1W
Pf: NA Ce: NA VERT(LL): 0,029 E 999 240 A 2266 1292 1- /4,0
Lu: NA Cs: NA VERT(TL): 0.076 E 999 240 D 2244 /287 /. /-
Snow Duration: NA HORZ(LL): 0.012 E - Wind reactions based on MWFRS
HORZ(TL): 0.022 E A Min Brg Width Req = 2,7
Code I Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = -
Bldg Code: FBC 2017 RES Max TC CSI: 0.545 Bearing A is a rigid surface.
TPI Std: 2014 Max BC CSI: 0,665
Rep Factors Used: Yes Max Web CSI: 0,540 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp, Chords Tens. Comp. Plate Type(s):
WAVE VIEW Ver: 17.W.01A.l 1 14 0 A-B 299 -2194 B-C 257 -2051
70 sm4ts
ZZ 4
0 278
05/24/2018
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp,
A-E 1951 -253
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp, Webs Tens. Comp,
B - E 711 -27 C-D 240 -1745
E-C 2657 -332
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
extreme care in fa catia h Min shi
i
installing and bracingn Refer to 7,nd follow the latest edition of SCSI (Buildingzn BF Information, b PI an SEA)' & safety practices prior to perfo ing these unctions. Installers shall provide temporal
and bottom ghord shall have a progeperBSI, Unless noted o herwise,top chord shall have properl attached structural sheathing y
6jid ceilin?, Locations shown forpermanentlateral restraint of webs shall have bracinp installed per BC I sections B3 87 or 10 cabe. Apply Oates to each face a truss and position as shown above and on the Join Details. unless noted otherwise. Refer to is160A-Z for standard plate positions. a
division of ITW Buildin failure to build the TomponentsGroupInc. shall not be responsible for any deviation from this drpwinwan conformancewithANSI11, or for handling, shippin?, installation and bracing of trussysA teal on this dr wo V, or iyWrp, ) , it , ,C thisdrawingindicatesacceptanceifgoresnainiineorlresponsibilitysolelyorlh.$de, n. b,,,ty r
e res;gn eo? this &awing lor any structure s ibliq of thel.ildirig Designer per ANS IT _1h. ALPINE
6750
Forum Drive Suite
305 Orlando
FL, 32821
Job Number: 20898
7413 - A (Fam,Rm.) /7413 -A (Fam.Rm,) -David Weekley Homes
Truss Label: EJ76
Loading Criteria (psf)
TCLL: 20,00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2,00
Load Duration: 1,25
Spacing: 24.0 "
13
3'
3'
Ply: I SEQN: 141442 / T6 / HIPM Cust: RR408 JRef: 1Wb84080002
Qty 1 FROM CH 1 DrwNo, 144.18.0735.19796
li KM I BAF 05124i2018
7'
4*
12 4X6 1112X4
g ( B C
2X4(Al)
31"12
31"12
Wind Criteria
Wind Std: ASCE7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: 11
EXP: B
Mean Height: 20.83 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3,00 If
Loc. from endwall: not in 4.50 ft
GCpi: 0,18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Special Loads
Lumber Dur.Fac,=1,25 / Plate Dur.Fac.=l .25)
TC: From 56 plf at 0.00 to 56 pit at 3.00
TC: From 28 pif at 3.00 to 28 plf at 7.00
BC: From 20 plf at 0.00 to 20 pif at 3.03
BC: From 10 pit at 3.03 to 10 pif at 7.00
TC: 90 lb Conc. Load at 3.03
TC: 59 lb Conc. Load at 5,06
BC: 119 lb Conc. Load at 3.03
BC: 50 lb Conc. Load at 5.06
Wind
Wind loads and reactions based on MWFRS,
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu ' NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std, 2014
Rep Factors Used: Yes
FTIRT: 20(0)/10(0)
Plate Type(s):
WAVE
T1 0"4
7'
DeflICS1 Criteria
PP Deflection in loc L/defl U#
VERT(LL): 0.007 E 999 240
VERT(TL): 0.020 E 999 240
HORZ(LL): 0.002 D - -
HORZ(TL): 0,005 D
Creep Factor: 2.0
Max TC CSI: 0.265
Max BC CSI: 0,236
Max Web CSI: 0.174
VIEW Ver: 17.02.01A1 114.20
at
61;
00 278 SION
05 24,2018
T
I
CO
I
19'8"12
A Maximum Reactions (Ibs)
Loc R / U /Rvv /Rh /RL 1W
A 379 / 77 / /- /4,0
D 319 / 66 / /- /1.5
Wind reactions based on MWFRS
A Min Brg Width Req = 1,5
D Min Brg Width Req = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens,Comp,
A - B 117 -575
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp, Chords Tens, Comp._
A-E 483 -90 E - D 501 -88
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp,
B - D 91 -525
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping , installing and bracing. Refer to and follow the latest edition of BCSI (BuildingEComponentfetyInformation, b TPI and SBCA) r safety raGtices prior to performing these functions. Installers shall provide temporannttbracin2Tqr98SI. Unless noted o herwise,top chord shall have properl structural sheathin
a
attached stri. and bottgn ghord shall have properlygidceiliny. Locations shown forpermanentlateral restraint f websshall have bracinp installed attachedrfper C I sections 63 7 or 10 asapplicable. App lyyplates to each face of truss and position as shown above and on the Join Details, unless noted otherwis6, kefer to drawings160A-Z for standard plate positions. Alpine,
a division of ITW Buildi mponpnts Group Inc. shall not be responsible for any deviation from this drawing au ufailure to build the trussinc7nfonnancewithANSIPI1, or far handlingpin?, installation and bracini of truss?sA seal on this dr or iyW,r p, ship , , ( listingthsIrtwing, indicates acceptance of o ess one np rirespons bill safely or the desgan 19.2n. e suitability IOranduseothisrawingrosranystructureisKleresponsibilitytheBuildingDesignerperANSIrrPIIc. . ALPINE
6750
Forum Drive Suite
305 Orlando
FL, 32821
Job Number: 20898
7413 - A (Fam Rm ) 17413 - A (Fam.Rm.) -David Weekley Homes
Truss Label: CJl
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7,00
SCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2,00
Load Duration, 1,25
Spacing: 24.0 "
4-
4"3
J_
F.,
Wind Criteria
Wind Std: ASCE7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: 11
EXP: B
Mean Height: 19,99 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 100 it
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Sot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional CSC
member design,
12
6 1
Ply: 1 SEQN: 141435 1 T43 / JACK Cust: RR408 JRef: 1Wb84080002
Qty, 8 'FROM, CH DrwNo 144,18.0735.18363
1 SN I OF 05/24/2018
V - - f
Snow Criteria (Pg.Pf,n PSF)
Pg: NA Ct: NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)110(0)
Plate Type(s):
WAVE
co
C)
Deft/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.000 D
HORZ(TL): 0,000 D
Creep Factor: 2.0
Max TCCSI: 0,198
Max BC CSI: 0.025
Max Web CSI: 0.000
VIEW Ver: 17,02,01A.1 114.21
f /*
JE 0
Nl
0 278
05 242018 A
Maximum Reactions (lbs) Loc
R I U /Rw /Rh /RL /W B
201 / 54 /137 /- /32 /4.0 D
9 /10 /15 1- /1.5 C -
36 /36 123 /- f 1.5 Wind
reactions based on MWFRS B
Min Brg Width Req = 1.5 D
Min Brg Width Req = - C
Min Brg Width Req = - Bearing
B is a rigid surface. Members
not listed have forces less than 375# WARNING**
READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT**
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
re eating hgridling, shipping and bracing. Refer to ?nd follow the latest edition of BCSI (Building ety , _
t,r ornponefetyInformation, b IT phor to performing these unctions. Installers shall provide temporary n? re extreme care in fa iPI an S CA) r s bracmeSCSI,.. Unless noted o herwise,top chord shall have properly attached structural shpathin and bottign ghord shall have a progeny attachrigidceilinLocationsshownforpermanentlateralrestraintIwebsshallhavebracinginsRalledperCIsectionsB3, B7 or 9 10, asapplicable. Apply, Vlatgs to each face o truss and position as shown above and on the Join Details, unless noted otherwise Refer to drawings16Zrstandardplatepositions. Alpine,
a division of ITW Buildi AComponpnts Group Inc. shall not be responsible for any deviation from this drawing an tIfufailure to build the ItrussincqnrrmancIPI1, or for handlinj shippiny, installation and brawn of truss 'A al on this dr wi q or cover page, drawingwith
ANSI listing
this indicates acceptance f 0 essiona In in linig rer s1billsolely MtAp n 1hoWn. The suitability IspeandusecithisrawingloranystructuresCresponsibiTit?oM wilding Designer per ANSI P ec. For
more iNorrnatton sec this job s general notes pale and these wet) sites ALPINE — I Iiietm corn, TPr w tpost org, SECA w sbandustty wrii ICC ww ccsaf 01(-
Mfv- 13723
Riverport Drive Suite
200 Maryland
Heights, MO 63041
Job Number: 20898
7413 - A (Fam.Rm.) /7413 - A (Fam.Rm.) -David Weekley Homes
Truss Label: CJ3
f3
Ply 1 SECIN 141436 / T42 / JACK Cust: RR408 JRef: 1Wb84080002
Qty 6 FROM: CH DrwNo. 144.18.0735.18581
SN I DF 05/2412018
0
CY)
C>
I
tfi
lCi
CV
3'
1'4"
3'
Loading Criteria (Psi Wind Criteria Snow Criteria (Pg,Pf,n PSF) DefUCSI Criteria A Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/clefl L/# L- R /U IRw /Rh /RL 1W -
TCDL: 7.00 Speed:139 mph Pf: NA Ce: NA VERT(LL): NA B 222 / 43 /141 /60 4.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 50 /- /36 1.5
BCDL:— 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 D C 59 127 /20 11.5
Des Ld: 37.60 EXP:B HORZ(TL): 0,001 D Wind reactions based on MWFRS
NCBCLL: 10.00
Mean Height: 20.49 Q
TCDL: 4.2 Code It Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5
ReqSoffit: 2,00Soffit
psf
5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0,225 D Min Brg Width = -
C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.068 Bearing B is a rigid surface.
Spacing: 24,0" C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000
Loc. from endwall, Any FT/RT:20(0)/10(0) Members not listed have forces less than 375#
GCpi 0.18 l Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1 114.21
Lumber
Top chord 2x4 SP #2 Dense
Bet chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
W
ACE
OR)X*
P/ONA- 40278
0524,'2018 WARNING**
READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT**
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
re ire extreme care in bn tin , n in , s In installing and bracing. Refer to ?,nd follow the latest edition of SCSI (Building n
n lot rmation, TPI an S ) I's installing,
phor
to hperformingthese unctions, Installers shall provide tempera rI
attached 9 iavy prog-21ybcinrBLnlssnoohesochordsrtodstructuralsheathinandbottoulriordsshallattachrigidceiling. Locations shown11 o Opermanent lateral restraint I websIshall have bracing insial led per BC Isections B3 or 10 asapplica e.
Appy plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise'. keferto' drawings 160A-Z for standard plate positions, ALRINE Alpine, a
division of ITW Buildi omponpnts GTup Inc. shall not be responsible for any deviation from this drawing au u failureto build the truss inconformancewithANSI1. or for han Ilia shippiny, installation and bracing of truss,?,sA teal on this dr wi V, r iy%,,.p, 0 IgI Ib,
Ifly 13723 Riverport Drive listing this
dr=,,ino, Indicates acceptance If go essiona n In d responsibility so ely or the design sho n. and useoftIsrawingoranystructuresmeresponsibilityoPtTenguildingDesig%er per ANSIrrPI I gac.2. Suite 200 For more
information see this iob's aeneral notes rises and these web sites ALPINE www.aloneitw.eom. TPI www4)instorq,SBCA wwwimsa!Loa Maryland Heights, MO 6304:
Job Number: 20898
7413 - A (Fam-Rm_)17413 - A (Fam.Rm-) -David Weekley Homes
Truss Label: CJ5
Ply 1 SEQN: 141437 1 T38 / JACK Cust RR408 JRef 1Wb84080002
Qty 4 FROM: CH j DrwNo: 144.18.0735.18831
SN / DF 05/24/2018
12
6 ```
M
L-
A
2X4(A1)
D
1,4„
Loading Criteria (psf) J Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 7,00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: 11
EXP: B
37Ld .00DesLd: Des Mean Height: 20.99 ft
10.00 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 If
Loc. from endwall: not in 4.50 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Sot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
R1
5'
5'
Snow Criteria iPg,Pf in FSF) Qefl/CSI Criteria
Fig: NA Ct: NA CAT: NAi PP Deflection in loc Udefl L/#
Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
Pf: NA Ce: NA VERT(LL): NA B 288 1 49 / 179 / - / 90 / 4.0
Lu: NA Cs: NA VERT(TL): NA D 89 ! - / 58 ! - (- / 1.5
Snow Duration: NA HORZ(LL): 0.004 D C 116 / 53 / 45 ! - / - / 1.5
HORZ(TL): 0.007 D Wind reactions based on MWFRS
Code t Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES 11 Max TC CSI: 0,264 D Min Brg Width Req = -
TPI Std: 2014 Max BC CSI: 0224 C Min Brg Width Req = -
Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0,000
FTlRT:20(0)/10(0)
Plate Type(s):
VIEWVer:17.02.01A.1114.21
Members not listed have forces less than 375#
WAVE I
R
r"4 `
A ^pie.
05 24 2018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
q ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingffetyInformation, by TPI and 56CA} fbF safety practices prior to performing these functions. Installer shall provide terhporannrrSSt. Unless noted otherwise,top chord shall have properlyv attached structural sheathing and bottom hord shall hav a propperly
lid ceiling Locations shown for Aermanent lateral restraint of webs shall have bracing installed per BC I sections B3,7 or 6i10, He. Appty plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to60A-Z for standard plate positions.
IPI 1, or for h
acca ance
any s ructure
from this drpwincqa an failure to build thekeatonthisdrawirigoroverpage , Ir tthhe design shown. 5 he suiFabrittyANSIITPI1Sac.2.
ALPINE
W 11W.Q "'
13723 Riverpon Drive
Suite 200
Maryland Heights, MO 63042
Job Number: 20898
7413 - A (Fam.Rrn.) 17413 - A (Fam.Rm.) -David Weekley Homes
Truss Label: HJ3
k
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Lck—YFO-0
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1,25
Spacing: 24,0 "
1,10"10
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: 11
EXP: 8
Mean Height: 20.48 it
TCDL: 4.2 psf
SCDL; 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc, from endwalL not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bat chord 2x4 SP #2 Dense
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (P9,Phn PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FTIRT:20(0)/10(0)
Plate Type(s):
WAVE
Ply: I SEQN 141439 / T7 I HIP Cust: RR408 JRef: 1Wb84080002
Qty 1 FROM, CH DrwNo 144 18,0735,18829
SN / DF 05/2412018
4713
412113
Deft/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0,001 0
HORZ(TL): 0.003 D
Creep Factor: 2.0
Max TC CSI: 0.095
Max SCCSI: 0.137
Max Web CSI: 0.000
VIEW Ver: 17.02.01A.1 114.21
W-
ATE
0 278 1
05,24;2018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
IsIN
T -T
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL 1W
B 164 / 80 /- /4,9
D 69 /5 /1,5
C 31 /10 t 1S
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Red = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
quire extreme care in falincating, h I* h installing.and bracing Refer to and follow the latest edition of SCSI (Buildingginding, shipping , iPfety, Information, to E 1 performing
J
PI an S CA) r safety ractices poor to pe q Ing these unctions. Installers shall provide te poraSI. Unless noted o herwise,top chord shall have properl attached structural sheathin and bottom ghond shall have a prrogPinInstalledperBCIsections63, B7 o loyceiliny, Locations shown fortoermanent lateral restraint f webs shall have bracing I
tr ae. App y ,,Iates to each face. ci truss and position as shown above and on the Join Details, unless noted otherwise. Refer to60A-Z for standard plate positons.
a division of JTW BuildingComponents Group Inc. shall not be responsible for any deviation from this dravvingaoy failure to build the
ifrmance with ANSIrr 1 1, or for handlinj shipjany, installation and bracing of trussTsA gal on this dr I g or cover pagetidrawing, indicates acceptance of pro) less onA 'ICengmeeringpegipoilsibilitysolely _.E!jj&,0qsjgn Shown, The su bility
any structure
PAN.E
13723 Riverporl Drive
Suite 200
Maryland Heights, MO 6304"
Job Number: 20898
7413 - A (Fam.Rm.) /7413 - A (Fam.Rm.) -David Weekley Homes
Truss Label: HJ7
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7,00
BCLL: 0,00
BCDL: 10.00
Des Ld 37 NT
NCBCLL: 0.00
Soffit: 2.00
Load Duration: 1,25
Spacing: 24.0 "
Ply: i SEQN: 141440 / T11 / HIP_ Cost: RR408 JRef: 1Wb84080002
Dry 2 FROM CH DrwNo: 144 18,0735,18907
SN / DF 05/24/2018
5'3" 5 9'10"1
5 3 5 - 4'6"12
n
12 2X44.24 ..
s-"
ILI
FEA -----..... - -- _
4X4
E --- 1'10"10
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP:6
Mean Height: 21.48 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3,00 ft
Lac, from endwall: NA
GCpi: 0.18
Wind Duration: 1,60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Loading
Hipjack supports 6-11-8 setbackjacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf In PSF)
Pg: NA Ct: NA CAT: N
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code f Misc Criteria
Bldg Code: FBC 2Q17 RES
TPI Std: 2014
Rep Factors Used: No
FTIRT:20(0)/10(0)
Plate Type(s):
WAVE
g,6„
9,6„
Defl/CSI Criteria
A PP Deflection in loc L/defl L/#
VERT(LL): 0,015 C 999 240
VERT(TL): 0.041 C 999 240
HORZ(LL): 0.006 F - -
HORZ(TL): 0.008 F
Creep Factor: 2.0
Max TC CSI: 0.534
Max BC CSI: 0,676
Max Web CSI: 0.290
VIEW Ver: 17,02 01A.1114.21
ATE*
40 278 NA\, ,
05 24/2018
A Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
B 398 / 97 1- 14.9
E 352 18 /- 11,5
D 215 /108 1- I- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
E Min Brg Width Req = -
D Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - C 210 - 570
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - F 533 -184
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 199 - 579
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s req ire extreme care in fa ricating, handling shi pin installing and bracing. Refer to and follow the latest editiqn of BCSI ((Buildingnent Iety Information, by TPI and SBCA) & UIIee racGces prior to performing these functions. Installers shall provide terilporaryerBGSI,._ Unless noted otherwise,top chord shall have proper)v attached structural sheathing and bottom hord shall have a progenytlrigqdceiUnq. Locations shown for rmanent lateral restraint of webs shall have bracing ins ailed per BC I sections B3, B7 or 810, dcab'ie. Apply plates to ach face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Defer rogs160A-Z for standard pate positions.
a division of ITW B1 ildincg eeomponeents Group Inc. shall not be responsible for any deviation from this drawing an failure to build the
conformance with ANSIlTP1 1. or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa ethisdrawinggindicatesacceptanceofprofessionalngineeringgreponstbihttyysolelyforthedespnshown. The suiCabiiityseofthisdrawingforanystructureistheresponstbiityoftheBuild1ngDestMerperANSI/TPI 1 Sibc.2.
im3pF.A' I mt.
k- CQWP
13723 Riverport Drive
Suite 200
Maryland Heights, MO 6304;
Job Number: 20898
7413 - A (Fam,Rm.) 17413 - A (Fam.Rm.) -David Weekley Homes
Truss Label; FG I
3 Complete Trusses Required
1'111 "3 3-8"11 1 5'6"2 TT 10
1V1 1 "3 11;-7 V97 I'll 17 ;
1112X4 =4X10 1112X4 =3X6 III 2X4
A B G D E
N IM L
3X8 =5X12 1112X4 =3X4
3'8"11
3'8" 11
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NADesLcl:5_,00 Mean He NA it
NCBCLL: 10.00 TCDL: NA psfSoffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Cumber
Top chord 2x4 SP #1 Dense
But chord 2x6 SP SS
Webs 2x4 SP #3
Nailnote
Nail Schedule:O. 128"x3", min. nails
Top Chord: I Row @ 2.00" o.c.
Bot Chord: 1 Row @ 12.00" o.c. Webs 1 Row @ 4"o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting,
2" o.c. spacing of nails perpendicular and parallel to
grain required in area over bearings greater than 2"
Special Loads
Lumber Dur.Fac,=1.00 / Plate Dur.Fac.=1.00)
TC: From 50 pit at 0.13to 50plfat 14.77
BC: From 105 pif at 0.00 to 105 plf at 0.13
BC: From 5 pif at 0.13 to 5 pit at 14.77
TC: 1107 lb Conc. Load at 1.71, 3,71, 5.71, 7.71
9,71,11.71,13.71
14'9"4
1'11 "3 1117
97' 14 77'6
Ply 3 SEQN: 536786 / T16 FLAT Cust: R408 JRef: lWb84080002
Oty I FROM: CH DrwNo: 144 18,0801,44480
1 KD / DF 0512412018
9'3" 1 11,0119 12'10" 14'9"4
1'9"7 V97 1'97 V1 1 "3
3X4 III 2X4 =5X8 1112X4
F G H I
K
4XI12
3'5"3 3'3" 11
11,0119 14'4"4
Rj _V-4" 3X10
5"
Snow
Criteria (PgRfm ;P'—',) 7n_.f111C_S1-C_rfteriaMaximum Reactions (Ibs) AocPg: NA Ct: NA CAT: NA IIPP Deflection in loc L/defl L/# LR I /Rw /Rh /RL W Pf: NA
Ce: NA VIzK I (LL): 0.252 E 703 360 iii 0 4217 7.3 Lu: NA
Cs: NA VERT(TL): 0.441 E 511 240 p 5094 t- 16.0 Snow Duration:
NA HORZ(LL): 0.040 A 0 Min Brq Width Req = 1.7 HORZ(TL):
0,055 A P Min Brg Width Req = 2.0 Code / Misc
Criteria Creep Factor: 2.0 Bearings 0 & P are a rigid surface, Bldg Code:
FBC 2017 RES Max TC CSI: 0.627 TPI Sid:
2014 Max BC CSI: 0.711 Members not listed have forces less than 375# Rep Factors
Used: Yes Max Web CSI: 0,868 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.
Comp. Chords Tens. Comp. FT/RT:20(0)/10(0) Plate Type(
s): B - C 0 -4162 E - F 0 -5495 WAVE VIEW
Ver: 17.02.01A.1115.21 1 C-D 0 -4162 F-G H 0 -
4438
J D,
E 0 -5535 G- 0 -4438 Maximum Bot
Chord Forces Per Ply (Ibs) Chords Tens.
Comp. Chords Tens. Comp. O-N
2554 0 L - K 5375 0 N-M
5499 0 K-J 2966 0 M-L
5535 0 Maximum Web
Forces Per Ply (Ibs) Webs Tens.
Comp. Webs Tens. Comp, O-B
0 -2824 F-K 0 -1062 B - N
1823 0 K-H 1671 0 N-D
0 -1517 H-J 0 -3289 Is TC:
743
lb Conc. Load at 12.79 Purlins The
TC
of this truss shall be braced with attached spans at
24" oc in lieu of structural sheathing, T M iAdditional Notes
A Truss must
be installed as shown with top chord up. C)R\V- 40 278"""",
T/ONAU 05/24,,
2018 WARNING** READ
AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re
wire extreme care in fabricating, handli% Shippin installing and bracing. Refer to Tnd follow the latest edition of SCSI (Building Componen SfetyInformation, b, TPI an SBCA) for safety racticesphorto performing these unctions. Installers shall provide temporary bracinRXqr 38SI, Unless noted o herwise,top chord shall have properly attached structural sheathingand bott(gCnchord shall havy p attach n ' *1* . Locations shown for ) ro 9, 9idceiIn,?, pterManent lateral restraint f webs shall have bracin installed per SCSI sections B3 o loy D as
applicable. Aqp y Js to each face o truss and position as shown above and on the JoinpDetails, unless noted otherwise. Peter to drawings 16OA-Z or s ard plate positions. Alpine, a
division of ITW Buildi omponcts Group Inc. shall not be responsible for any deviation from this drawing failure to build the t f
an Fuss
in
c 1, or or handlinUippiny, installation and br,c,n,bof I A al on thi* drawing r I thy"n ormance % ,, "ST.Sly C'$p 0 ers"r listing sdrawingindicatesacceptance7fKo) s C so des V on engin?,,%niriP an.ahown. suitability allbTPo"0.'s11g=er per ANSI 11 and use ofthisrawingforanystructuresaresponsibilityotaBuildingFormoreinforrnabon
see this joiss general notes page and these wet) sites ALPINE wwvralpoeirw com, TPI wwwtpinst ore-, SBCA wwwsbondustry com. ICC vn+wtccsaf F; 11NCQwvey 6750 Forum Drive Suite 305
Orlando
FL,
32821
Job Number: 20898 I Ply: 1 SEQN: 141464 / T19 ! SY42 ( Cust: RR408 JReE 1Wb84080002
7413 - A (Farn.Rm-} /7413 - A (Fam.Rm.) -David Weekley Homes City 3 FROM: CH DrwNo 144-18.0735A8689
Truss Label: F01 SN I DF 05/241201$
10'6" 11*.0.-1,10 24'0"10 24'6" 29'l0"8
10'6" 6"10 13' S 6 5'4"8
2'6" ---4
3 (TYP) a, f---- 2'6"12 --4--- 2'6"12 4--- 2'6"12 -- l-- 2'6"12 --i- 2'6"12 ^1-- 2'6"- 12 -+ 2'6"12 --f ` 2'6"12 - - 2'6"12 i I
1X3 =3X8 =3X4 =3X4 =W=3X4 -4X8 -3X6 -3X4 =1X3
A B C D E F GH I J K L M N O
Y X W V U -- T—__..__ S 0
1X3 -3X8 -3X4 =4X10 - W=3X4 -4X10 -3X6 =1X3
3X6 = 3X4 = 3X4
18'10"6 i 11'0"2 — ?
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL: 0,00
BCDL: 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA It
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 42 SP #2 Dense :T2 4x2 SP #1 Dense:
Be( chord 42 SP #2 Dense
Webs 42 SP #3
Plating Notes
All plates are 2X4 except as noted.
Deflection
Max JT VERT DEFL: LL: 0,33" DL: 0.37". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
29' 10"8
Snow Criteria (Pg.Pf to PSF) 1 Defi/CSI Criteria i 4 Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/de8 L/# Loc R_ / U_ 1 Rw / Rh / RL_( W
Pf: NA Ce: NA 1 VERT(LL): 0,333 X 671 360 Z 919 ! - 7.3
Lu: NA Cs: NA VERT(TL): 0.645 X 476 240 T 1982 l - 5.5
Snow Duration: NA HORZ(LL): 0.045 B - Q 515 / 40 (- 1- ! - 7.3
I——_-------------- HORZ(TL): 0.063 B Z Min Brg Width Reg = 1.5
Code / Misc Criteria Creep Factor: 2.0 T Min Brg Width Reg = 1.5
Bldg Code: FBC 2017 RES Max TC CSI: 0.785 Q Min Brg Width Reg = 1.5
TPI Std: 2014 Max BC CSC 0.963 Bearings Z. T, & Q are a rigid surface.
Rep Factors Used: Yes Max Web CSI: 0.821 I Members not listed have forces less than 375#
FT(RT:12(0)!10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chards Tens.Comp. Chords Tens, Comp.
WAVE 1 VIEW Ver. 17.02.01A.1114.21 4 B -C 0 -2675 H-1 0 -1847
C- D 0- 2675 I- J 1941 0
D- E 0- 2865 J- K 1941 0
E- F 0 -2864 K- L 538 - 935
F- G 0 -1847 L- M 527 - 948
G- H 0 -1847 M- N 518 - 945
05 24/2018
Maximum Sot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Z-Y 1621 0 T -S 374 -1136
Y- X 3090 0 S- R 948 - 527
X- W 2864 0 R- Q 786 -171
W - V 2857 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Z-B 0 -1801 I-T 0 -2267
B -Y 1165 0 T-K 0 -1489
Y-D 0 -459 K -S 995 0
D - X 213 - 536 S - L 0 - 375
F-V 0 -1170 R-N 177 -385
V- 1 1725 0 N- Q 190 -873
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re dire extreme care in fabricating, handling shipping installing bracin Refer to nd follow the latest edition of SCSI (Building
Component Saafety Information, byY TPI and SBGA) rb( safety practices prior to performing these unetlons. Installers shall provide to nporaryibracinperBGSI. Unless noted otherwise,top chats shall have properly attached structural sheathing and bottom hord shall hav a progeryattachedrigrdceding. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections 83, 7 or 810, as applicab ie. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer todrawings160A-Z for standard plate positions.
Alpin@, a division of ITW Building omponQnts Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in wriformance with ANSIITF 1 1, or for handling, shipping, installation and bracing of mass?sA seal on this dr5wirtg or cover page , listing this drawing indicates acceptance of pro essiona engine ring r®sponstbility so ely for tip design hown. The sus abilityanduseofthisdrawingForanystructureistheresponsibilityof
engine, Building DesigrSer per ANSIlTPI 1 Seca.
Fpr rnon? infomiafon. sae this ioUs general nptes page and these wCb sit6&. AI-PWE wWw.alpineitw.Com TPi. www_tpinsLorq SBCA: wwv sUGindrasW.Win ICC. we ,ccsafi
unrvrzcuruiY
13723 Riverpon Drive
Suite 200
Maryland Heights, MO 63043
Job Number: 20898 1 Ply 1 SEQN: 141465 l T23 I SY42 Cust: RR408 JRef 1Wb84080002
7413 - A (Fam.Rm.) /7413 - A (Fam.Rm.) -David Weekley Homes 1 Qty 7 !FROM CH DnvNo: 144-1&.0735,18284
Truss Label: F02 SN 1 OF 05/24/2018
256 8
10'6" 1l'i"8 217'8 22'E" 210'8
2'6" ----*
0"
i
12
g (TYP}
I i- 2'6"12 2,6"12----(-- 2,6"12 -- '--- 2'6"12 ---}— 2.6„12 --{-"— 2'6„12 --f--_ 2,6.,12 —'i 0"12N
1X3 =3X8 3X4 - W=3X4 =3X4 -4X8 =3X4 3X4 1X3
A B C D E F G H I J K L M
Xf W V U T S R Q P O
1X3 3X10 =3X4 =4X10 --W=3X4 -4X10 1X3
Axe 3X4
18'11"4 6'6"8 --
25'6"8
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin PSF) Defi/CSI Criteria Maximum Reactions (lbs)
TCLL: 40.00 Wind Sid: NA Fig: NA Ct. NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U ! Rw !-Rh ! RL l W
TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.360 V 623 360 X 975 1- t - / 7.2
BCLL: 0,00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.665 V 451 240 R 1677 / - (- ! _ / 8.0
BCDL 5,00 Category: NA Snow Duration: NA HORZ(LL): 0.046 B - O 293 1115 ! - / - / - / 2.8
EXP: NA HORZ TL 0.064 B X Min Br Width Re 1.5DesLd: 6-5 --- — ( }: 9 q = Mean Height: NA ft Code ! Misc Criteria Creep Factor: 2.0 R Min Brg Width Reg = 1.5NCBCLU10.00 TCDL: NA psf p O Min Brg Width Reg = 1.5
Soffit: 2.00 gCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0,835
Bearings X, R, & O are a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.726
Spacing: 24.0 1 C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.769 Members not listed have forces less than 375#
Loc. from endwall: NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Pty (tbs)
I: NA GCpi: NA Plate Type(s): - Chords Tens.Comp. Chords Tens. Comp,
Wind Duration: NA WAVE VIEW Ver: 17.02 01A.1114.21
B - C 0 - 2907 G - H 0 - 2441
Lumber C- D 0 -2907 H- I 0 -2441
Top chord 42 SP #2 Dense D - E 0 -3339 I - J 1186 0
But chord 42 SP 91 Dense :82 4x2 SP #2 Dense: E - F 0 -3339 J - K 1186 0
Webs 4x2 SP #3 F • G 0 - 3340 K - L 444 -318
Plating Notes
All plates are 2X4 except as noted. Maximum Chord Forces Per Ply
Chords Tens.Comp. Chards Tens. Camp.
Deflection X- W 1736 0 S- R 1017 0
Max JT VERT DEFL: LL: 0.36" DL: 0.34". See detail W - V 3441 0 R - Q 315 - 452
DEFLCAMB1014 for camber recommendations. V - U 3340 0 Q - P 318 - 444
U- T 3334 0 P- O 320 - 438AdditionalNotesT - S 1017 0
2x6 continuous strongback, See detail
STRBRIBR1014 for bracing and bridging
recommendations. t agt Maximum Web Farces Per Ply (ibs)
rdr Webs Tens.Comp. Webs Tens. Comp,
Truss must be installed as shown with top chord up, — --'
X-B 0 -1929 T - 1 1616 0
B- W 1294 0 1- R 0- 2203
W - D 0 - 590 R - K 0 - 1063
D - V 318 -437 L - O 482 - 352
G-T 0 -1096
XT
0*
0 278'4` s
rktat tttttt
05124/2018WARNING** READAND FOLLOW
ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING
TO ALL CONTRACTORS INCLUDING THE INSTALLERS s meeq ire extreme
care in fabricating h ndh shipping, installing, and bracing.. Refer to and follow the latest edition of SCSI (Building mefit fety Information, byYTPIan`StCA) to} sate practices pnor to performing these functions. installers shall provide temporanr per BGSi., Unless notedotherwise,top chord shall h ve proper)y attached structural sheathin and bottom Nord shall havQ a pro et`ly td " d ceiIi LocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCisectionsB3, EF7 or 10, icab-tee Apply platestoeachfaceotptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. kefer to as 160A-Z forstandardplatepositions. ALPINE a division of ITW
Building_Componpnts Group Inc. shall not be responsible for any deviation from this drawin an , failure to build the nr,w cce xm cppnformance with ANSIlfTfPI 1, or or handling, shipping, installation and bracing of trussesA eaI on thi drawir5g or c_pver pasl9 13723 RiverportDrive this drawing indicates acceptanceofprofessronafnmeeringresponsibilitysolelyortheAtlishown. The suitability Suite 200 se of this Prowling, for any structureis the responsibi it of the uilding Desrg er per ANSItTP Atli information see thisous
general notes gage and these web sites- ALPINE: www_al ineitw.com: TPP. www.t lost-o SaCA: www-sbcindust .coin: ICC. www.iccsafe-o Maryland Heights, MO 6304
Job Number: 20898
7413 - A (Fam.Rm.) /7413 - A (Fam.Rm.) -David Weekley Homes
Truss Label: F03
Ply 1 1SEQN. 141466 / T3 i SY42 Cust RR408 JRef: 1Wb84080002
Qty. 2 !FROM CH ( DrwNo: 144.18-0735-18362
i SN ( DF 05/24/2018
9'6" 11 1 -- 24 3"
1 7 4 13'1"12
1'6"t -22'6' ..j j------i
3 (TYP)
I F--- 2'6"12 2'6"12 --j
1'0"4 , 2*612
1'6"12I- --j 2'6"12 - -{- - 2'6"12 - 2'6"12 - I
1X3 =3X10 =3X4 -3X6 =W=3X4 =4X10 =4X6 -1X3
A B C D E F G H I J K __ L M
a
Loading Criteria (psf} I Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NADesLd: 55.00 Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psfSoffit: 2.00 BCDL; NA psf
Load Duration: 1.00 MW FRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA It
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 42 SP #2 Dense 72 42 SP #1 Dense:
Bat chord 42 SP #1 Dense
Webs 4x2 SP #3
Plating Notes
All plates are 2X4 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.44" DL: 0.45". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Negative reaction(s) of -626# MAX, from a non -wind
load case requires uplift connection, See Maximum
Reactions.
Truss must be installed as shown with top chord up
3X4
W =H0312 06
3'10" --i
24'3" i
Snow Criteria (Pg,Pf in PSF) IDefl/CSI Criteria __TA Maximum Reactions (Ibs)
Y
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL W
Pf: NA Ce: NA I VERT(LL): 0.439 E 551 3601 V 1002 ! - l / - 173
Lu: NA Cs: NA VERT(TL): 0.790 E 401 240 P 2109 ! - 3.5
Snow Duration: NA HORZ(LL): 0.056 B - - Q 27 / 626 1 - ! - 3.5
HORZ(TL): 0.077 B V Min Brg Width Req = 1.5
Code f Misc Criteria Creep Factor: 2.0 P Min Brg Width Req = 1.5
Bldg Code: FBC 2017 RES Max TC CSI: 0.817 O Min Brg Width Req = 1.5
TPI Std: 2014 Max BC CSI: 0,805 Bearings V. P, & O are a rigid surface.
Rep Factors Used: Yes Max Web CSI: 0,911 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s):
WAVE, HS VIEW Ver: 17.02.01A.1114.21 Chords Tens.
Comp, Chords Tens. Comp. B- C
0- 3020 G- H 0- 2038 C- D
0- 3020 H- 1 0- 2038 D- E
0- 3589 I- J 0- 2038 E -F
0 -3590 J -K 1910 0 F- G
0 -3576 K- L 1910 0 Maximum Bot
Chord Forces Per Ply (Ibs) Chords Tens.
Comp. Chords Tens, Comp, V- U
1789 0 S- R 3590 0 U-T
3591 0 R-Q 3128 0 T-S
3591 0 P-O 0 -569 Maximum Web
Forces Per Ply (Ibs) Webs Tens.
Comp. Webs Tens. Comp. thrill t
V- B 0 -198G- 0 -1200 tf B- U136100O-JU- D 0-
631 J- P 1913 0 0-
2447 D -
S 381 -
283 P - L 0 - 1580 R- G 774
0 L- O 881 0 1 n x
aTE 0{
0
278 * s
1 p'P tatett 05%24-
20t8
WARNING** READ AND
FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS
DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS req ire extreme
care in fabr cating, handlingq shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building nent fety Information,
byY TPI and SBCA) & sa ety eactices prior to performing these functions. Installers shall provide temporant per B SI.. Unless noted otherwise,top chord shall have properlyY attached structural sheathin and boltprrl hord shall hav a progerrlly d nqid ceiling
Locations shown forpermanent lateral restraint bf webs shall have bracingq ms alied per BG I sections B3, 7 or 810, caYJie. Apply plate'toeachfaceofptrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to Is 16OA-Z forstandardplatepositions. a division of ITW
Buuildingg Compon nts Group Inc. shall not be responsible for any deviation from this drawin an failure to build the cgnformance with ANSIlTPI 1, or feor handlinct, shipping, installation and bracing of trussesA eal on this dr wirlg or cover p e this drawing indicates acceptanceQtprotesswnarnmeeringresponsibilitysolelyorthedesignshov7n. The suitability ie of this drawingfaranystructureistheresponsibiiTit? of the Building Designer per ANSItT I 1 sec,2. information see this job'
s generalnotes wageand these wet) sites. ALPINE www_all ineitw.coal. TPI_ w tpinst orq: SECA. _sbandustry. Gbm; ICC. www.imsaf nn irnCadvN+v 13723
Riverport DrivoSuite 200
Maryland Heights, MO
63043
Job Number: 20898
7413 - A (FamRrn) 17413 - A (Fam Rm,) -David Weekley Homes
Truss Label: F03A
1'4"12 1'4"
TYP)
3X4
1 X3
A
Ply I SEQN: 141467 1 T22 I SY42 Cust: RR408 JRef: lWb84080002
Qty 1 FROM: CH DrwNo: 144.18.0735,18658
1 SN I DF 05/2412018
24*3"
2278
174 1-3-4,
L
AO AN AG W
1 X3 = 3X4 !I(lX3 1111X3 1111X3 111X3 II1X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 111X3 N1X3 I(lX3 1111X3 =-3X4
1111 X3 =—W=3X4
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
SCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NADesLd: 55.00 Mean Height: NA ft
NCBCLL: 10.00 TCDL ' NA psfSoffit: 2.00 BCDL: NA psf
Load Duration, 1.00 MWFRS Parallel Dist: NA
Spacing: 24,0 C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 42 SP #2 Dense
Webs 4x2 SP #3
Bracing
Sheathing is required for any longitudinal(drag)
forces. Ali connections to be designed by the building
designer.
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
24-3"
Snow Criteria (Pg,Pfin PSF) I Defl/CSI Criteria A Maximum Reactions (lbs), or *-PLF
Pg: NA Ct: NA CAT: NA I PP Deflection in loc L/defl L/# Loc R l U Rw / Rh / RL / W
3X47-1 IX3
T
Pf: NA Ce: NA VERT(LL): 0,000 T 999 360 AO-109 /- /- /- /- /291
Lu: NA Cs: NA VERT(TL): 0.001 T 999 240 AO Min Brg Width Reg = -
Snow Duration: NA HORZ(LL): 0.000 T - Bearing AO is a rigid surface.
HORZ(TL): 0,000 T
Code I Misc Criteria Creep Factor: 2,0 Members not listed have forces less than 375#
Bldg Code: FBC 2017 RES Max TCCSI: 0.105
TPI Std: 2014 Max BC CSI: 0.021
Rep Factors Used: Yes Max Web CSI: 0.033
FT/RT:20(0)/10(0)
Plate Type($):
WAVE VIEW Ver: 17,02,01 k1114.21
TE
55 o
00 278"#"44v,
05/24i2018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
T as req ire extreme care in fa catin h dl h i i, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingTrusses
in Y rTnin7 these unctions. Installers shall provide temperajCompperUnlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom ghord shall havy properlybr-c'n
tt.ch I have bracing insRalled per BC I sections B3 7 or 10,
s on the JoinpDetails, unless noted otherwis, kefer toappidrawings160A-Z'far standard plate positions.
Alpine, a division of ITW Buildr ,A omponents Group Inc. shall not be responsible for any deviation from thisdravvina,ang failure to build thetrussing?,nformance with AN I 1 1, or for handlinj shipping, installation and bracing of trussesA val on this dr wi V, or Th'e".P.Matilitylistingthispirtwing , Indicates acceptance of o assiona ri is bill solely r th yedesian shown. q.n? inrespol -Srec.
2. anduseotisrawingoranyspluctureislvleresponsibthi. Building Designer per ANSI P 11, th-
1h, --1 -., —- -1 theca woh c,f- ALPINE —Inineaw-m TAP. wwwImnstom.SBCA wwwSbanduStrvcx)m.1CC wwwicosafi SANE v,
mvXmpwy
13723 Riverport
Drive Suite 200
Maryland Heights,
MO 6304'
Job Number: 20898
7413 - A (Fam.Rm) R413 - A (Fam.Rm.I -David Weekley Homes
Truss Label: F04
g,6.,
916,
1'6" 12
2'6"
3 (TYP)
I (-- 2'6" 12 — 2'6" 12
1X3 4X8 =3X4
A B C D E
Ply 1 SEQN: 141468 / T26 t SY42 + Cust RR408 JRef: 1Wb84080002
Qty: 5 FROM: CH DrwNo: 144,18,0735,17911
I SN t OF 05124/2018
11'0"12 20'6"12
2'6"12 -{
1'6"12
2'6" 12
3X4 =W=3X4 -4X8 =1X3
F G H I J K
1X3 =4X10 3X4 =3X4 =4X10 3X8
4X6 = W=3X4
Loading Criteria (pso ' Wind Criteria
TOLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0,00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP:NADesLd: 55.00 - Mean Height: NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1,00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA It
Loc, from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bat chord 4x2 SP #2 Dense :B2 4x2 SP 91 Dense:
Webs 4x2 SP #3
Plating Notes
All plates are 2X4 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.48" DL: 0.43". See detail
DEFLCAM61014 for camber recommendations.
Additional Notes
2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Snow Criteria (Pg,Pf.n PSF) Defl/CSI Criteria I Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# I Loc R / U / Rw / Rh t RL 1 W
Pf: NA Ce: NA VERT(LL): 0.481 E 500 3601 S 1117 1- 1- / - 1 7.3
Lu: NA Cs: NA VERT(TL): 0,842 E 364 240 M 1118 1- 1- 1- 13.5
Snow Duration: NA HORZ(LL): 0.0W B S Min Brg Width Req = 1.5
HORZ(TL): 0.083 B i M Min Brg Width Req = 1.5
Code t Mfsc Criteria Creep Factor: 2.0 i Bearings S & M are a rigid surface.
Bldg Code: FBC 2017 RES Max TC CSI: 0.617
TPI Std: 2014 Max BC CSI: 0.776 Members not listed have forces less than 375#
Rep Factors Used: Yes Max Web CSI: 0,777 Maximum Top Chord Forces Per Ply (Ibs)
i Chords Tens.Comp, Chords Tens. Camp. FT/RT:12(0)/10(0)
Plate Type($): B- C 0 -3499 F- G 0 -4538
WAVE VIEW Ver: 17,02.01A.1114.21 C- D 0- 3499 G- H 0- 3498
D- E 0- 4538 H- 1 0- 3498
E- F 0- 4545 1- J 0- 3498
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp, Chords Tens, Comp.
S- R 2024 0 P- O 4545 0
R- Q 2024 0 O- N 4322 0
O- P 4323 0 N- M 2023 0
Wz
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
S- B 0- 2248 O- G 610 -135
B -Q 1631 0 G-N 0 -912
Q-D 0 -910 N-J 1630 0
D- P 609 -135 J- M 0- 2248
f /* t J
fA # tom. RW
rf0 27xP SAL
05r24 2018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
f regt Ire extreme care in fabrcating, handling shipping installing,and bracing Refer to and follow the latest edition of SCSI (BuildingDentRelyInformation, byY TPI and5BCA)fbr safety practices pnoi to perforinIng these functions. Installers shall provide temporarryyperB4aSt._ Unless noted olnerwise,top chord shall have properlyv attached structural sheathing and bottom hord shall havq a progenydngidceilinggLocationsshownforrmanentlateralrestraintofwebsshallhavebracingginstalledperBCSIsectionsB3, 87 or 810, cable. A pfy plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer toIs160A-Z or standard plate positions,
a division of ITW Buildingg omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build thecgnfrmancewithANV111, or for handlin shi ping, installation and bracin of truss9sA seal on this dr, wing or over page , thls rrawing indica#es acceptance of pro)'ess onar engineering respons bill solely fort(ie desi n shown. cfhe suitabilityieothisdrawingoranystructureistheresponsibilityotheuildingDesignerperANSIPI1Sec.2.
intonoation see this lob's neneral notes naae and these web sites: ALPINE. www.alaineitw.nom: TPI www.t-ist cen SBCA. wv shondw.try <Y ICC. wwIccsa6 ALPINE
MI
IiWCONP+Nr 13723
Riverport Drive Suite
21 Maryland
Heights, MQ 6304
Job Number: 20898
7413 - A (Fain. Rm.) /7413 - A (Fam.Rm.) -David Weekley Homes
Truss Label: F05
T 4"
9,6„
9,6„
1612-
TYP)
2'6"12 --j 2,6"12 -j
1X3 4 X8 =3X4
A B C D E
Ply: 1 SEQN: 536776 / T13 SY42 Cust: R408 JReE 1Wb84080002
Qty: 7 FROM: CH ! DrwNo: 144.18.0801.01130
i KD ( DF _ 05/2412018 —
111"4 201 8 _ —
17'4 9'0"4
2'6" 12 ---{
f-- - 2'6"12 - -j
3X4 =W=3X4=4X8
F G H I J K
9,4„
1X3 =3X10 =3X4 =3X4 =4X1U =3X2S
3X6 =W=3X6
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXPNADesLd55.00 HMeanHeight: NA ftMean
NCBCLL 10.00 TCDL NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24,0 " C&C Dist a: NA It
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bat chord 4x2 SP #1 Dense
Webs 42 SP #3
Plating Notes
All plates are 2X4 except as noted.
Hangers / Ties
J) Hanger Support Required, by others
Deflection
Max JT VERT DEFL LL: 0,46" DL: 0.41". See detail
DEFLCAMS1014 for camber recommendations.
Additional Notes
2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
20'1 "8
Snow Criteria (P9.Pf,n PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in lac L/defl L1# Loc R / U / Rw / Rh / RL W
Pf: NA Ce: NA VERT(LL): 0.457 E 515 360 R 1093 l - / - / - l - 7.3
Lu: NA Cs: NA VERT(TL): 0.799 E 375 240 L 1107 (- If- /_
Snow Duration: NA HORZ(LL): 0.057 B - - R Min Brg Width Req = 1.5
HORZ(TL): 0,078 B L Min Brg Width Req = -
Code f Mise Criteria Creep Factor. 2.0 Bearing R is a rigid surface.
Bldg Code: FBC 2017 RES Max TC CSI: 0.683
TPI Std: 2014 Max BC CSI: 0,773 Members not listed have forces less than 375#
Rep Factors Used: Yes Max Web CSI: 0.750 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp, Chords Tens. Comp, FT/RT:12(0)/10(0)
Plate Type(s): B- C 0 -3398 F- G 0 -4335
WAVE VIEWVer:17.02.01A.1/15.21 C-D 0-3398 G-H 0 -3395
D - E 0 - 4337 H -1 0 - 3395
E- F 0- 4343 1- J 0- 3395
W,
Maximum Sot Chord Forces Per Ply (ibs)
Chords Tens.Comp, Chords Tens, Camp.
R- Q 1975 0 O- N 4343 0
Q- P 1975 0 N- M 4173 0
P-O 4169 0 M-L 1971 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp,
R-B 0 -2194 N-G 579 -147
B- P 1574 0 G- M 0 - 861
P- D 0- 852 M- J 1574 0
D-O 556 -159 J -L 0 -2192
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
require extreme care in faf#iricatin, handlingg shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingnetltSfetyInformation, byy PI an S6CA} for saffety iractices pror to performing these functions. Installers shall pprovide temporary4rBSI. Unless noted otherwlse,top chord shall have properi attached structural sheathingg and bottom hord sYlall have a pro enyeigrdceilingLocationsshownfarrmanentlateralrestraint f webs shall have bracing installed per BC I sections B3. 67 or 910, cablo. ARppTy plates to each face, of uss and position as shown above and on the JoinfDetails, unless noted otherwise, kefer tos160A-Z for standard plate positions.
a division of ITW 6uildinlgCComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build theegnformancewithANSI/ I RI 1, or for handlln shipping, installation and bracing of"trussesA gal on this drawingg or cover pia ethisdrawingindicatesacceptanceofpoessionelengineeringrespotoibifiysolelytnrthedesignshown. The suitabilityeofthisdrawingforanystructureisthgresponsibilityoftheBuildingResignerperANSIPI1Sac.2.
infnrznunnn caw this Inns nanriral nnt— nano and thaaa wan sits ALPINE w.vav alninaim MM TPI. wr tninst onn SBCA. —, sbandustrv.WM, ICC: w ICGSaf
mm=
F1.2, I lq.lr=
n nw cow+u+r
6750 Forum Drive
Suite 305
Orlando FL, 32821
Job Number: 20898 I Ply I
7413 - A (Fam.Rm ) /7413 - A (Fam,Rm ) -David Weekley Homes City 1
Truss Label: F05A
11'_3" 20-1-8
1'3"4' 18'10"4
178 1'4"
TYP)
3X4
1 X3
A
SEQN: 536780 1 T14 SY42 Cus(: R408 JRefi lWb84080002
FROM CH DrwNo. 144 18,0801D4870
KID I DF 05/24/2018
W=3X4
M
1X3 =3X4 ![11 X3 1111 X3 ill 1 X3 111 X3 Ill 1 X3 !l! 1 X3 ill 1 X3 ill 1X3 ill 1 X3 411X3 111X3 IIIX3 = 3X4
Iil 1 X3 -W=iX4 111 X3
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height: NA ft
NCBCLL: 10,00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24,0 C&C Dist a: NA it
Loc, from endwalL NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 02 SP #3
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer,
Plating Notes
All plates are 2X4 except as noted,
Additional Notes
Truss must be installed as shown with top chord up.
20'l "8
3X4
R
9'4"
Snow Criteria (P9.Pf,n PSF) I Defl/CSI Criteria I A Maximum Reactions (Ilos), or *=PLF
Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# I L- R / U - Rw I Rh RL - tW
Pf: NA Ce: NA I VERT(LL): 0.000 R 999 36011 S* 109 1 - - / - - /241
Lu: NA Cs: NA VERT(TL): 0,000 R 999 2401 S Min Brg Width Reg = -
Snow Duration: NA HORZ(LL): 0.000 R - Bearing AJ is a rigid surface.
HORZ(TL): 0.000 R
Code / Misc Criteria Creep Factor: 2.0 Members not listed have forces less than 375#
Bldg Code: FBC 2017 RES Max TC CSI: 0,086
TPI Sid: 2014 Max BCCSI: 0.019
Rep Factors Used: Yes Max Web CSI: 0.032
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver: 17.02.01A.1 115.21 i
is
SAT E
05,24:211018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses revire extreme care in fabricating, handling h , installing and braZ7. Refer to and follow the latest edition of SCSI (Buildingg,, an ing, shipping , nComponenSSafetyInformation, b,YPI an BCA) r safety j prior to pe or Ing these unctions. Installers shall Provide temperabracingper38SI, Unless noted o herwi top chord shall have proper) attached structural sheathin and bottom ghord shall have progeWattachedrigidLocationsshownrr, permanent lateral restraint f webs shall have bracinp installed per BC Isections B3 ' 7 or 1 oy asapplicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings160A-Z for standard plate positions. Alpine,
a division of ITW Buildin ,,4omponents Group Inc. shall not be responsible for any deviation from this d failure to build the ItrussinconformanceN11, or for handlinj shipping, installation and bracing of trussesA seal on thT*wdnUan199aoropiv., page listingthisdrawing , indicates acceftance 91f pro over sneering t illy inBuildingsolely
for the desen shown. The sus bil anduseothisgrawingloranystructureisaresponsibty0thengDesignerperANSIITPIIc . P., -- -
6-1-, ... I- _... --- -- -. - I-. - -1- At PIMP - .1 TPI . t-,- - CR(A . -, irr' . it -C F
6 - "
I 750ForumDriveSuite
305 Orlando
FL, 32821
Job Number: 20898 Ply: 1
7413 - A (Fam.Rm.) /7413 - A (Fam_Rm.) -David Weekley Homes Qty 1
Truss Label: F06
1'5"8
1'5"8
I
4„12 1,4„ „)
NP)
19'2"8
17'9"
SEQN: 141471 / T36 I SY42 Cust RR408 JReE IWb84080002
FROM: CH DrwNo: 144.18.0735.17913
SN / DF 05/24/2018
1112X4 = W=3X4
3X4 1112X4 1112X4 1112X4 1112X4 III2X4 1112X4 III2X4 1112X4 III2X4 III2X4 1112X4 1112X4 1112X4 =3X4
A M Q
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NADesLd: 55.00 Mean NA itMeanHeight:
NCBCLL: 10.00 TCDL NA psfSoffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MW FRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 42 SP #2 Dense
Webs 42 SP #3
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
19'2"8
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF
Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R ! U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.000 Q 999 360 AI* 109 ! - ! - / - (- / 223
Lu: NA Cs: NA VERT(TL): 0,001 Q 999 240 S 57 1 - / - (- (- / 7.3
Snow Duration: NA HORZ(LL): -0.000 S - - At Min Brg Width Req =
HORZ(TL): 0.000 S S Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor: 2.0 Bearings At & S are a rigid surface.
Bldg Code: FBC 2017 RES Max TC CSI: 0.105
TPI Std: 2014 Max BC CSI: 0.021 Members not listed have forces less than 375#
Rep Factors Used: Yes Max Web CSI: 0.033
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver: 17.02.01A.1114.21
oe
4 ,ATE
SA 5 i\
0 278"` iON
05/24/2018
T *"
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses revire extreme care in fabricating, handlingq shippin installing bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, bVv TPI and SBCA) fbr safety r ractices prior to performing these functions. Installers shall provide temporar bracing qr 38SI., Unless noted otherwlse,top chord shall have properlyY attached structural sheathing and bottom hord shall have a prope yattachedngidceilingLocationsshownforpermanentlateralrestraintdfwebsshallhavebracingInstalledperBCIsectionsB3, B7 or E910, as applicable. Apply plates to each face of truss and position as shown above and on the Joins Details, unless noted otherwise. Refer -- drawings 160A-Z for standard plate positions.
Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetrussinconformancewithANS1PI1, or for handling, shipping, installatwn and bracing of,trussesA eal on this drawing or cover pagge , listingthis drawing indicates acceptance f proessional en sneering responsibility sole) for the des n hown. The suiiabilrandseofthisdawmgforanystructurerstheresponsibilitygofthetuildingDesignerperyANSI/TPI 1 Sea.
Fnr nnre infnnn fi n seo this nh s nenaral nnfes nano and those woh sites ALPINF- www alnineilw - TPI- t..mt om. SBCA. W shcinduStrv. com: ICC: W tccsaf
I l .l_
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63042
Job Number: 20898 Ply i SEON: 141472 / T35 / SY42 Gust: R R408 JRef: 1Wb84080002
7413 - A (Fam.Rm.)17413 - A (Fam_Rm.) -David Weekley Homes Oty: 1 FROM: CH DrwNo: 144.18.0735.17912
Truss Label: F07 SN / DF 05/2412018
1'4"
1E ° ,4,
1'4"12 +— 1'4" -{
TYP)
3X4
A
v
T
S
3X4
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF)
TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: W
TCDL: 10,00 Speed: NA mph Pf: NA Ce: NA
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA
BCDL: 5.00 Category: NA Snow Duration: NA
EXP: NADesLd: 55.00 Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria
Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014
Spacing: 24.0 " C&C Dist a: NA If Rep Factors Used: Yes
Loc. from endwail: NA FT/RT:20(0)/10(0)
I: NA GCpi: NA Plate Type(s):
Wind Duration: NA WAVE
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 42 SP #3
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
11,5"
10,1"
11,5"
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.000 8 999 360
VERT(TL): 0.000 B 999 240
HORZ(LL): -0.000 B -
HORZ(TL): 0.000 B
Creep Factor: 2.0
Max TC CSI: 0.119
Max BC CSI: 0.028
Max Web CSC 0.036
VIEW Ver: 17.02.01A.1114.21
J
J
r *.
r0 27Fc ?4 ._/0NAk_
05/24/2018
Maximum Reactions (Ibs), or *=PLF
Loc R /U !Rw /Rh !RL /W
T* 110 /- /- /- /- /137
T Min Brg Width Req = -
Bearing T is a rigid surface.
Members not listed have forces less than 375#
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, b TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporabracingRerBGSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom hord shall have a proppe yattachedrigidcedingLocationshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCIsectionsB3, 67 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. defer to drawings
160A-Z for standard plate positions. Alpine,
a division of ITW Buildincq CComponssnts Group Inc. shall not be responsible for any deviation from this drawinu(u, failure to build the trussinconformancewithANSUTPI1, or for handling, shipping, installation and bracing of trussesA Seal on this drawing or over pa e, listingthisdrawinggindicatesacceptanceofrofesstonarengineeringresponsibilitysolelyforthedesiggnshown. The sudAility anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI(fPl 1 Sec.2. W
ITW :ONRWY 13723
Riverport Drive Suite
200 Maryland
Heights, MO 6304;
Job Number: 20898
7413 - A (Fam.Rm.) /7413 - A (Fam Rm.) -David Weekley Homes
Truss Label: F08
T
47
5'4"8
5'4"8
2'6" 2'6"12
TYP)
111 X3
1X3 =3X6 111X3
A B C
i
1 X3
3X4
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10,00 Speed: NA mph
BCLL: 0,00 Enclosure: NA
BCDL:_ 5,00 Category: NA
EXP: NADesLd: 55.00 Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psfSoffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 C&C Dist a: NA ft
Loc, from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 42 SP #2 Dense
Webs 42 SP #3
Hangers I Ties
J) Hanger Support Required, by others
Additional Notes
2x6 continuous strongback. See detail
STRBRI BIR 1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
WARNING** READ AND
IMPORTANT** FURNISH THIS DRAM
reire extreme care in fa oatin handlinglentfetyInformation, b Y; 81 'I PI an SBCA) yor 98SI. Unless noted o herwise,top chord
rigid ceiliny,. Locations shown foreermanetcabe. Apply plates to each face o truss ancis160A-Z for standard plate positions.
a division of ITW BuildraCompon?nts Groul
IgnfFmanciwithANIPI 1, or or haidlin indicaes
accertance f9, eothisrawingindicates
any sructur.l. Wo—
ation see this ioUs general notes Rage and these Ply
1 SEON: 141473 1 T33 I SY42 Cust: R R408 JRef I Wb84080002Qty:
2 !FROM CH DrwNo: 144.18,0735.18315 11
SN / DF 05/2412018 TY4
127'12 1'
1 0"l 2 5'4"8 2'
6"12 ---- 1111XD3
3X6E P'{
III
2X4 F
01, — "
I — 1- 127'
12 Snow
Criteria (Pg,Pt,n PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg:
NA Ct: NA CAT: NA PIP Deflection in loc L/defl L/# Lpc R / U _ /Rvv /Rh /RL /W Pf:
NA Ce: NA VERT(LL): 0.110 D 999 360 j 682 /7.3 Lu:
NA Cs: NA VERT(TL): 0.253 C 805 240 G 696 Snow
Duration: NA HORZ(LL): 0,019 6 - - J Min Brg Width Req = 1.5 HORZ(
H-) 0.032 6 G Min Brq Width Req = - Code
I Misc Criteria Creep Factor: 2.0 Bearing J is a rigid surface, Bldg
Code: FBC 2017 RES Max TC CSI: 0.526 TPI
Sid: 2014 Max BC CSI: 0,598 Members not listed have forces less than 375# Rep
Factors Used: Yes Max Web CSI: 0.347 Maximum Top Chord Forces Per Ply (Ibs) FT/
RT: 12(0)/10(0) Chords Tens.Comp. Chords Tens, Comp. Plate
Type(s): B - C 0 -1654 D-E 0 -1654 WAVE
VIEWVef_. 2 C C-D 0 - 1666 Maximum
Bot Chord Forces Per Ply (Ibs) Chords
Tens.Comp, Chords Tens. Comp. i -
1 1126 0 H-G 1125 0 1 -
H 1666 0 Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp. Webs Tens. Comp. J_
B 0 -1252 H-E 658 0 B -
1 658 0 E-G 0 -1253 W_
iATE
4
0P'\V..-v 0
278 'ONN_ 0524
2018 ALL NOTES
ON THIS DRAWING! ALL CONTRACTORS
INCLUDING THE INSTALLERS i=ng.
and bracing. Refer to a )on ?,
nd follow the latest edition of BCSI (Building phor toperfoingtheseunctions. Installers shall provide temporal a properl
attached structural sheathingand Wittig ghord shall havy progeXy estraint fwebsshallhavebracinpinstalledperCIsectionsP3,, 7 or 10, as shownaboveandontheJoinDetails, unless noted otherwise Refer to 11 not
be responsible for any deviation from this drawinwan u failureto build the y instfliationandbracinioftrussesAtealonthisdrwiorywerpage91?9neqrinaLeppoilsibilitysoIe1y.,.gftLVjsj9n Rho n. he suitability ALPINE 13723
Riverport
Drive Suite 200
Maryland Heights,
MO 6304
Job Number: 20898
7413 - A (Fam.Rm-)17413
Truss Label: F09
Loading Criteria (psf)
TCLL: 40,00
TCDL: 10.00
BCLL: 0.00
BCDL: 5,00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 2,00
Load Duration: 1.00
Spacing: 24.0 "
Ply: 1 SEQN: 141474 / T25 / SY42 Cust: RR408 JRef: lWb84080002
A (Fam.Rm.) -David Weekley Homes Qty 1 FROM: CH DrwNo, 144.18.0735,18830
SN / OF 05/24/2018
1712
1712
6'9"4
5'5"8
1'3" - _ 1'4" -{
TYP)
3X4
A } F
v
G
K
a3X4
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP:NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&,C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP 92 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Plating Notes
All plates are 1 X3 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
6„ 6'0"8
Snow Criteria (Pg,Pfln PSF)
Pg:NA Ct:NA CAT:N/
Pf: NA Ce: NA
Lu:NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)110(0)
Plate Type(s):
WAVE
6'9"4
Defl/CSI Criteria
PP Deflection in loc L/dell L/#
VERT(LL): 0,000 F 999 360
VERT(TL): 0.001 F 999 240
HORZ(LL): -0.000 B -
HORZ(TL): 0.000 B
Creep Factor: 2.0
Max TC CSI: 0,117
Max BC CSI: 0.028
Max Web CSI: 0,035
VIEW Ver: 17.02.01A.1114.21
NZ
AT
t)2?8 d'°'p{.k
05124'2018
Maximum Reactions (lbs), or *=PLF
Loc R /U /Rw /Rh /RL /W
L 53 /- 1- /- l6.0
L* 102 / - / 72.5
G 61 /- l- !- /2-8
L Min Brg Width Req = 1.5
L Min Brg Width Req = -
G Min Brg Width Req = 1.5
Bearings L, L, & G are a rigid surface.
Members not listed have forces less than 375#
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing, and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSfetyinformation, by TPI and SBCA) tar safety practices prior to perfor5ning these functions. Installers shall provide to porar bracinc7 per Sin, Unless noted oytherwise,top chord shall have properix attached structural sheathing and bottm Ghord shall hav a prope y attachedrigidceilingLocationsshownforpermanentlateralrestraintcifwebsshallhavebracinginstalledperSCSIsectionsB3,. 7 or t310, asapplicablApptyplacestoeachface_ oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16A-Z for standard plate positions. Alpine, a
division of ITW Buildingq CCompontlnts Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss ingnformancewithANSUTRI1, or ftor handling, shipping, installation and bracingq of trussesA teal on this dr wi g or cgver page . listing tisdrawinggindicatesacceptanceofproiessiona) en me ring responsibility solely or the des'gn shown. The suitbbility and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrterperANSIITPI15`ec.2. A P
E nN irn .:
Cwan»r 13723 Riverport
Drive Suite 200
Maryland Heights,
MO 6304'
Job Number: 20898
7413 - A (Fam. Rm,) /7413 - A (Fam Rm.) -David Weekley Homes
Truss Label: F10
Loading Criteria (psf)
TOLL: 40.00
TOOL: 10.00
BCLL: 0,00
BCDL: 5,00
Des Lc1__ 9-5:6-0—
NCBCLL: 10.00
Soffit: 2,00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Sid: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA it
Loc. from endwall: NA
1: NA GCpi ' NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bat chord 4x2 SP #2 Dense
Webs 42 SP #3
Plating Notes
All plates are IX3 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
Ply I SEQN 141475 / T27 / SY42 Oust: R R408 JRef: IWb8408M2
Oty I FROM CH DrwNo: 144,18,0735 18361
SN / OF 05/2412018
115,18 4'6" 12
1'5"8 3'1 "4
1'4"12 -+- 1*4"
TYP)
3X4
A E
T --I
F
JA4
4'6"12
Snow Criteria wq.Pfui PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *-PLF
KIjP : A Ct: NA CAT. ", PP Deflection in Ioc I /defl L/# I Loc R / U /Rw /Rh IRL 1W
Pf: NA Ce: NA VERT(LL): 0.000 B 999 360 J 62 t - 173
Lu: NA Cs: NA VERT(TL): 0.000 5 999 2401 j* 108 1 1 - I - / - /47,5
Snow Duration: NA HORZ(LL): -0.000 B - J Min Brg Width Reg = 1.5
HORZ(TL): 0.000 B J Min Brg Width Reg = -
Code / Misc Criteria Creep Factor: 2.0 Bearings J & J are a rigid surface.
Bldg Code: FBC 2017 RES Max TCCSI: 0.103
TPI Sid: 2014 Max BC CSI: 0.021 Members not listed have forces less than 375#
Rep Factors Used: Yes Max Web CSI: 0.024
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver: 17.02.01A.1 114.21
C) P
90278 ONA_
05/24/2018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ire extreme care In fabricating, handling h,pin,installing and bracin . Refer to and follow the latest edition of SCSI (Buildingire
Information! bayrPI an SECA) II&safety ractices prior to perf)r%ing these functions. Installers shall provide tempora
BSI. Unless noted otherwise,top chord snail have properl attached structural sheathingand bott(gCn ghord shall have a prog2yiiidceilin,?,. Locations shown for permanent lateral restraint f webs shall have bracin installed per C I sections B3 67 or 10, In1&_Aqop y plates to each face o truss and position as shown above and on the Join?Details, unless noted otherwis6. Refer toZrstandardplatepositions.
from this d in an failure to build the
I on ' w .%., g this d ,jj r ;?, or cover pa&t,,,,ynjhon. The sui
any
NAE
Wrwc 11
13723 Riverport Drive
Suite 200
Maryland Heights, MO 6304'
Job Number: 20898 1 Ply 1 SEQN: 141476 / T31 i SY42 Cust: RR408 JRef 1Wb84080002
7413 -A (Fam. Rm 1 /7413 -A (Fain-Rm.) -David Weekley Homes i1 City, I IFROM CH Drwl\lo: 144 18 0735. 17914
Truss Label: F1 I SN I DF 05124/2018
Loading Criteria (psf) I Wind Criteria
TCLL: 40,00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0,00 Enclosure: NA
BCDL: 5,00 Category: NA
EXP: NADesLd: 55 Mean Height: NA It
NCBCLL: 10.00 TCOL: NA psfSoffit: 2D0 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24,0 C&C Dist a: NA it
Loc, from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 42 SP #2 Dense
Webs 4x2 SP #3
Special Loads
Lumber Dur.Fac,=1.00 Plate Dur.Fac.=1.00)
TC:From 100plfat 0,00 to 100pif at 4.00
BC: From 170 pit at 0,00 to 170 plf at 4.00
Additional Notes
Truss must be installed as shown with top chord up.
III 2X4 = 3X4 1112X4
A B C
Snow Criteria (P9,Pf In PSF)
Pg: NA Ct: NA CAT: NF
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std, 2014
Rep Factors Used: Yes
FTIRT:12(0)/10(0)
Plate Type(s):
WAVE
4'
Defl11CSI Criteria ' A Maximum Reactions (Ibs)
PP Deflection in loc L/defl U# I Loc R / U /Rw /Rh /RL /W
VERT(LL): 0.012 E 999 360 1 F 540 13,5
VERT(TL): 0,023 E 999 240 D 540 /3,5
HORZ(LL): 0.001 D - F Min Brg Width Reg = 1.5
HORZ(TL): 0,002 D D Min Brg Width Reg = 1,5
Creep Factor: 2.0 Bearings F & D are a rigid surface.
Max TCCSI: 0.186
Max BC CSI: 0.436 Members not listed have forces less than 375#
Max Web CSI: 0,168 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Camp._
F-E 396 0 E - D 396 0
VIEW Ver: 17.02.01A.1114.21
Maximum Web Forces Per Ply (lbs)
Webs Tens,Comp, Webs Tens, Comp.
F- 6 0 -490 B-D 0 -490
W
70 rtKo
TE 0
Wft OR04o"
UO 278
05/24/20 [ 8
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
5 require extree care in fabricating, handliSBCA)ng. shtpin,, installing and brainformation, safety ,
ng. Refer to and follow the latest edition of SCSI (Building
ractices prior to perarming these functions. Installers shall provide temperaert3Q,1SI. Unless noted ott)erwise.top chord shall have properly attached structural sheathingand bottom shall havigIa p V09, d I Locations shown for permanent lateral restraint f webs shall have bracing installed per SCSI 7 or loyicable. lcC eAlpin .pY VIates to each face a truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is
160A-Z for standard plate positions. a
division of ITW BXildinoomponents Group Inc. shall not be responsible for any deviation from this drawinwan failure to build the ofrmancewithNSI11, or for lhapdlin shipping, installation and bracing of trussesA 5eal on this dr wl V, or cover p c . rm , I
The su bility thisindicatesacceptanceOTproessionqengin?,;n solely for the esi pa SaeI,
t eg responsibility %n iho In. I. 0r1-h_ia.1'-2ra'w' Inglor any structure s the responsibility t e Building Deslq ler per ANSIrTPM S c. . IWO
13723
Riverport Drive Suite
200 Maryland
Heights, MO 63043
Job Number: 20898 Ply: I SEQN: 141477 1 T32 SY42 Cust: R408 JRef: lWb84080002
7413 - A (Farn,Rm.) /7413 -A (Fam.Rm,) -David Weekley Homes Qty 1 FROM, CH D.N.: 144,18,073518565
Truss Label: F12 I SN / OF 05/24/2018
Loading Criteria (psf)
TOLL: 40.00
TCDL1 10.00
BCLL: O.00
BCDL: 5.00
Des Ld: 55.60
NCBCLL: 10.00
Soffit: 2.00
Load Duration: I .00
Spacing. 24,0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA It
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
1: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 42 SP #2 Dense
Bet chord 4x2 SP #2 Dense
Webs 02 SP #3
Special Loads
Lumber Dur,Fac.=1.00 / Plate Dur.Fac.=1,00)
TC: From 50 pit at 0.00to 50plfat 3.71
BC: From 5 plf at 0,00 to 5 pit at 3.71
TC: 696 lb Conc. Load at 0.73, 2.73
Hangers I Ties
J) Hanger Support Required, by others
Additional Notes
Truss must be installed as shown with top chord up.
13" 17'4
TYP)
3"
1'
10 3X6 '113X6 11!3X6
A B C
3'8"8
Snow Criteria (P9,Pf in PSF) I Defl/CSI Criteria
Pg: NA Ct: NA CAT: NAI PP Deflection in loc Udell L/#
Pf: NA Ce: NA VERT(LL): 0.012 6 999 360
Lu: NA Cs: NA VERT(TL): 0.021 B 999 240
Snow Duration: NA HORZ(LL): 0.002 D - -
HORZ(TL): 0.002 D
Code I Misc Criteria Creep Factor: 2,0
Bldg Code: FBC 2017 RES Max TC CSI: 0.697
TPI Std: 2014 Max BC CSI: 0.190
Rep Factors Used: Yes Max Web CSI: 0.156
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE VIEW Ver: 17.02.01A.1114.21
WARNING** READ AND FOLLOW AL
IMPORTANT** FURNISH THIS DRAWING TO ALL
auire extreme care in fabricating, handling, shipping, in:
truss and Position as
go
0
0 278 ,,Ngd/0NA
ru,WW,t
05/24/2018
A Maximum Reactions (Ibs)
Loc R / U /Rw /Rh /RL 1W
E 852 /- /- /- /3.5
D 743 1- / - I- / -
E Min Brg Width Req = 1.5
D Min Erg Width Reg = -
Bearing E is a rigid surface.
Members not listed have forces less than 375#
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
E-D 542 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-E 204 -687 B-D 0 -601
E - B 0 -613 C-D 0 -630
THIS DRAWING!
RS INCLUDING THE INSTALLERS
znx. Refer to Tnd follow the latest edition of SCSI Buildingmingtheseunctions. Installers shall provide to porary
structural sheathing and botTC ghord shall have a progenylallhavebracinginstalledperC10, ind on the Join Details, unless noted otherwise. Refer to
Alpine, a division of ITW Buildingomponprits Group Inc. shall not be responsible for any deviation from this drawing any failure to build the
truss in c,?,.nformance with ANSII 1, or C r handling, shippin?, inst llatiqn and bracing of trussesA gal on this dr wi ;p, or over pahIgataub,IItylistingthisrawing, Indicates acceptance of ass one Ing neenrg r" I . ponslblli solely r $?jsan 0anduseopthisrawingtoranystructureis
profess ity ofthe uilding Desigsigner per AN .jh n-
1.4641,
ALPINE
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043
Commentary;
Camber may be built into trusses to compensate
for the vertical deflection that results from the
application of loads, Providing camber has the
following advantages,
Helps to ensure level ceilings and floors after
dead loads are applied,
Facilitates drainage to avoid ponding on flat or
low slope roofs.
Compensates for different deflection
characteristics between adjacent trusses,
Improves appearance of garage door headers
and other long spans that can appear to 'sag.'
Avoids 'dips' in roof rudelines at the transition
from the gable to adjacent clear span trusses.
Deflection and Camber
In accordance with ANSI/TP1 1 the Building Designer,
through the Construction Documents, shall provide the
location, direction, and magnitude of all loads attributable
to ponding that may occur due to the design of the roof
drainage system, The Building Designer shall also specify
any dead load, live load, and in-service creep deflection
criteria for flat or low -slope roofs subject to ponding
loads.
The amount of camber Is dependent on the truss type,
span, loading, application, etceteras.
More restrictive limits for allowable deflection and
slenderness ratio (L/D) may be required to help
control vibration.
The following tables are provided as guidelines for
limiting deflection and estimating camber. Conditions or
codes may exist that require exceeding these
recommendations, or past experience may warrant using
more stringent limitations,
L = Span of Truss (inches)
D = Depth of Truss at Deflection Point (inches)
Recommended Truss Deflection Limits
Truss Type Deflection Limits
Live Load Total Load
Pitched Roof Trusses 24 L/240 vertical) L/180 (vertical)
Floor of Room -In -Attic 24 L/360 vertical) L/240 (vertical)
Trusses
Flat or Shallow Pitched 24 L/360 vertical) L/240 (vertical)
Roof Trusses
Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical)
Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical)
Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal)
Truss Type Recommended Camber
Pitched Trusses 1,00 x Deflection from Actual Dead Load
Sloping Parallel 1.5 x Vertical Deflection from
Chord Trusses Actual Dead Load
Floor Trusses 0.25 x Deflection from Live Load) +
Actual Dead Load
Flat Roof Trusses (0.25 x Deflection from Live Load) +
Design Dead Load Deflection)
Notes Th _ e considerably less than
wNMI/6M RFAD "'a ra.tav ALL rnres °' TM Rww" ' ''' REF DEFLEC/CAMBWMTMIT iUMM Ties J MVM 7p ALL mnRWIM DCUMM Im DWMA msc t _
Tr rtgAm ftbrlmift, iwxfto °"° Rafar . ° DATE 10/01/14fonwvwmtest .aaa, a t t Carrarwnt saf.ty'PDuuw,, ay m fa
practices pHx to perforri p these fv,cttrw. Lwtsaers awu proside tenpvor br.dq per
ores rwud ottwrass, taT allarrr snot '°"` prnwNr attoowd stwcturot aw vd ae DRWG DEFLCAMB1014awn1wasproperlyat#ndwY rylpiwtl La Ak— sh— far perwarwnt 4tsral —* A * of ''
awn tww ewtaitee per .Ku secimro D3, 77 ar MO, as oppncaote. plates to esO+ -
a . 401Rrfertod— 16WZ for si w" puts poaibw. a* s lgi9 q P
A4", o avwian of P7V Corswrwnts Inc. awn rot The r"par6M for ory de•IsLen 1 sttt1i11WCIiY *" *r on .any fsWv to b id Vw true in con30Ywrct *ft AMBi/M J. or for +o+wvp. afl7Ptii +' o*sso me "scos y
AA saW tMso *la p a saver paps UXWQ s profeykAa ; f' f 8thechs#IvMr13723RwerpartDlasnp+e sobAp for d'+eeM9 f 4J Y3 Y
9uiie 20fJ fo rpsbtic#rrs 4 w reapowr M 8 o"R M.,
yi-O ti OW MG 63043 rar wars r,farwmm sr tlis Jobs psrwral notes ppoappse ory tlww esL sHsn #@} i# t ALP@E,
nnatph,/Lscaro ifk sss:tpewttry SiCA, sw+Obdsirrar Sa ssosacsafsay
STRONGBACK BRIDGING RECOMMENDATIONS I
BUTT STRONGBACKON
BRIDGING TOGETHER
41
Q ATTACH SCAB WITH 10d BOX/GUN
4' -0' 2x6 (0128'xaW) NAILS IN 2 ROWS AT
SCAB 6. O.C.
NOTE, IN LIEU OF SPLICING AS SHOWN,
LAP STRONGBACK BRIDGING MEMBERS
FOR AT LEAST ONE TRUSS SPACING
STRONGBACK BRIDGING SPLICE DETAIL
NOTE; Details 1 and 2
Q
2) 10d COMMON (0148'xaV) OR
Box/GUN (0128•x3,0') NAILS AT
Tim AND BOTTOM OF 2"
SCAB-ON BLOCK. ATTACH
STRONGBACK TO BLOCK W/ (3)
10d COMMON (0148x3.0) MAILS
OR (4)10d BOX/GUN (0128'x3.0')
MAILS,
are the preferred
ATTACH STRONGBACK TO
WEB W/ (3) 10d
0148•x3•) NAILS OR
4) 10d BOX/GUN
t0A28'x3.0') NAILS
attachment methods
BRIDGING
R RMNT
re edrTRDJGBACKIra (et an* ofroeseteedrv3
rps at B ac
All scab -on blocks shall be a minimum 2x4
stress graded lumber.'
All strongback bridging and bracing shall be a
minimum 2x6 'stress graded lumber.'
The purpose of strongback bridging Is to
develop load sharing between Individual trusses,
resulting In an overall Increase In the
stiffness of the floor system. 2x6
strongback bridging, positioned as shown in
details, Is recommended at 10' -0' o.c. (max.)
The terms 'bridging' and 'bracing' are sometimes
mistakenly used interchangeably. 'Bracing' is an
Important structural requirement of any floor
or roof system, Refer to the Truss Design
Drawing (TDD) for the bracing requirements for
each Individual truss component, 'Bridging,'
particularly 'strongback bridging' is a
recommendation for a truss system to help
control vibration. In addition to aiding in the
distribution of point loads between adjacent
truss, strongback bridging serves to reduce
bounce' or residual vibration resulting from
moving point loads, such as footsteps.
The performance of all floor systems are
enhanced by the Installation of strongback
bridging and therefore is strongly recommended
by Alpine.
For additional information regarding strongback
bridging, refer to BCSI (Building Component
Safety Information),
aaSTRONGBACK BRIDGING ATTACHMENT !Siwl
sVAw AW A1e FMIM *" M7= 0 ma zrt VM PSF REF STRONGBACKMMDVMMfiMM7Mww= To AU. CDGNI = DC ="ALU3M
Troves remm exerene a:are i, faertntWo di iq arotra,p R~
fauna the ataat .anon a scu cAarQ carrarrnt tafI &rforvr M _W 4lCN far c C PSF DATE 10/01/14
Ir paPH- f dh tarpwary prap p
PSF DRWG STRBRIBRIO14rotadoieralws1aPOardainpIwraP'W ty aitodwd sbvct rW shaaflfY and
alwii Mvs a properly attadrd N{ppWId as#eYip 4xatAons droen far Pwwanmt 4gra/ resirairt a!
LJR
r N,aU haw irtoUed per 7CSI sec#sfe 3%17 arSM " ApplY plates to XNAIRetrwazfwSabrnandanos
Join 8rtale. ,wtetl allrratr.q,"+„d PSF11r— ANar tc u6A-z sar siar,dnral plat. patlWaia. •',r ° f"` { y 'a" ip
AN111N aAlpft, a dMNm of ITV bAU (p CorWonmta roy Inc. shaU not a re+pdrrete far vy de+a tbr a•a 1 LD. PSF
irtslla tf A a to b u V. trues In cador++ence sIM NRL/p1 L or fnr 7wnalY p. sh PiV. g aaaa w*Ad
A seearl anr.t.ieesedr r%** P saver *.M V tlee drouft, idulss accept + of prolesaorrJ
3J23 Rnerparf gave s#nrcMe b tir of 10 aho = Nioitley and uw of thk dwday /q +.11R.(+ FAC. 1,00
Ma,y oONahis, MO 6W43 for
anr TPL
r SPACINGg -_ AifHE. ory a..,ocsaf. ING --
Gable Stud Reinforcement Detail
ASCE 7-10; 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Or, 120 mph Wind Speed, 3W Mean Height, Enclosed, Exposure D, Kzt = 1.00
1rf 100 moh wild speed, 30' Mean Heloht, Partiatty Enclosed, Exposure D. Kzt 1.00
S
2x4 Brace
Gable Vertical
pacing Species I Grade
No
Braces
1) lx4 'L' Brace a 1) 2x4 'LBrace s 2) 2x4 'L' Dace 1) 2x6 'L' Brace s 2) 2x6 'L' Brace MA Group
A Group B Group A Group B Group A Group B Group A Group B Group A Group B O
S
f FH
C 1F1 / #
2 4' V 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10, 2' 12' 10' 13' 4' 14' 0' 14' 0' 3
3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' Stud
3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10, 0' 12, 8' 13, 2' 14' 0' 14' 0' Standard
3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10, 0' 11' 0' 11' 10' 14' 0' 14' 0' x
U
S
P D
F L 1
4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10, 10' 3' 13' 0' 13' 6' 14' 0' 14' O' lit
4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 1 12' 10' 13' 4' 1 14' 0' 14' 0' 3
4' 0' 5' 7' 5' IV 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 1 14' 0' 14' 0' Stud
4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11' 7' 12' 5' 14, 0' 14' 0' Standard
3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10, 9' 6' 10' 3' 11' 0' 13, 11' 14' 0' U_
S
1-pF 1 / #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3
4' 5' 7' 6' 8' 3' 9' 3' 9' 7' ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' U
O
r rStud 4' 5' 7' 6' 8' 0' 3' 9' 7' IV 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard
4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' 1
4' 10' 8' 0' 8' 4' 9' 6' 111 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' a
J P 2 4' 8' 7' 11' 8' 3' 9' 4' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3
4' 7' 6' 10' 7' 3' 9' 1' 111 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D
F L Stud 4' 7' 6' 10' 7' 3' 9' 1' PVW71 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard
4' 5' 6' 0' 6' 5' 8' 0' 10, 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' u'
U 0
S
P F u
F hl1 / #
2 5' 2' 8' 9' 9' 1' 10' 4' 11' 2' 12, 9' 14' 0' 14' 0' 14' 0' 14' 0' 3
4' 10' 8' 7' 8' 11' 10' 2' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud
4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard
4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12, 2' 12' 8' 14' 0' 14' 0' 1 14' 0' 14' 0' X
P 1
5' 4' 8' 10, 9' 2' 10' 5' 10, 10, 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' 2
5' 2' 8' 9' 9' 1' 10' 4' 10, 9' 12' 3' 12, 9' 14' (Y 14' 0' 14' 0' 14' 0' C31
D F L 3
5' 0' 7' 10, 8' 4' 10' 3' 10, 8' 12, 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud
5' 0' 7' 10' 8' 4' 10' 3' 10, 8' 12, 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard
4' 10' 6' 11' 7' 4' 9' 3' 9' 10, 12, 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Truss
Dtagonot
brace option vertical
length may be doubted
when diagonal brace
is used Connect diagonal
brace for 525# at
each end, Max web total
length Is 141. Vertkallength
shown in
table above. L
Brace
314 #
U6
DF-L #2 or better
r brace)
single s, A ordoublecutL
asshown) at 1 upper
end. Bracing
Group Species and Grades, Group
At e-
Plne-Fr Hen Fir 01 /
02 tandord I i2 Stud i3
1 Stud 1 1 i3 tandard Douglas
Fir -Larch Southern Pixasw 3
1 #3 Sid
Stud Standard
Standard Group
B, Hen -
Fr I
i Btr it
s
Fr -Larch Southern Plnewss it #
1 i2
i2 ix4
Braces shall be $RD (Stress -Rated Board). wsFor
lx4 So. Pine use only Industrial 55 or Industrial
45 Stress -Rated Boards. Crap B values
may be used with these s. Gable
Truss Detail Notes, Wind
Load deflection criterion Is L/240. Provide
uplift connections far 100 ptf over continuous
bearing (5 psf TC Dead Load). Gable
end supports load from 4' lY outlookers with
2' 0' overhang, or 12' plywood overhang Attach '
L' braces with lad (0128'.x3.V mill nails. K
For (1)'L' brace+ space naffs at 2' oc. in
end zones and 4' o.c. between zones. Il)
Wor (2) 'L' braces, space naRs at 3' oc. in
18' and zones and 6' o.c. between zones L'
bracing must be a minimum of 80% of web member
length,, Gable
Vertical Plate Sizes Vertical
Length Less
than 4' 0' Greater
thorn 4' 0', butteas M3X4thhan11' 6' Greater
than 11' 6' Refer
to common truss design for peak,
splice, and h erlplates connect
a"itmidpoint
off vertical weQ WWI J/ / / /,
p*
n/ / Refer
to tMr HuNc#rp Designer for conditions Refer
t0 chart a Ye f4 St3s th8 not addressed by this detaN. win
LP0
AN
Mr3J A lNY fiiverpotl
Dave Su;
fexx ua+
Y ana rievmn Mo 63043 vfr>
NDO- MAD An fvuoth ALL MITT am Two sRWDMM whppll<
TAMM FMM Tors WAVM TO Ali =11MfiT1>RtfltAM16 i sTHEDssTAtLUMTrusses rvgAre st
trame care In fair miff, MMhp, and Reftr taw V. tatawi
wawa of IM atwme carp--i saf.ty 1 ` y m° cA) far p arpus prior
topwrfarma,p thew fuhetbrw. lmwtswrs slwu pewits tsrporory braeite Per 1ihtewfw noted atm.rsue, tap 00ord shW row p^q»Nr att aO»e struct rwi showttl+i oorndd bottom shwa have . properly
attadwdr he catInp LonU.— whwn for p.rmaemt lat.ral restraint of she# have Installed
per l s` 1 secW anM 37 or M, v qpptiaabte Applyy plot— to eadt oftruss afdd aeahownoboesaedontineJtirtD.i.ss, t+i.p natsd oYhee^w4e. ,f to dre 16W-Z
far standard plate pasitlaw. dvW- of ITv XAdnD
components r.v`ibn Mb drawing, wW fattytobidthetrussIncaniormancaNMAM!/Tf1 L — far mamwli a wh40106 iweon t bracing of ,„,
a A deal an tins +
xsi g — sworn pop, )Ming thds emaha, b,.utes acowptan w of professional o7M"v Yipre=wiilly
solelyfvtIwdf.== wMitabRtbyaid theMtHwdr'dwiry far' anqstns:5d eYi1wrwspama4Llyanvw71iDBeirw'perNI4IJTYi 1ML, for more tMormotian sae
fink pb's 0enard motels ens these woo sitsa Atrne....man.n.co.
n mt ... prexa. stew ..aas'°rs*ryarw tca ...mwfearp a w a j{
pAt
q * $',^
fRefer salpha, of
d/ aoa
sty oo amww m d a s ' ! "}!NAll-
igf v (
Jj!- t^'SA. t t&;
iti6
n i a y
a t^
TOT.
LD,
60
PSF
REF ASCE7-10—GAB14030
DATE 10/01/14
DRWG A14030ENC101014 MAX. SPACING
24.0'
IT
ReinfaMerck
Ga
Tr
Gable Detail
For Let -in Verticals Gable Truss Plate Sizes
roprkote Alpine gable detail for
r sizes for vertical studs.
Engkxered truss design for peak,
b, and heel plates.
vertical plates overlap, use a
to that covers the total area of
upped plates to span the web.
P. 2*
2X4 2X8
rrovxce connecxions ror upur specrcwa on zne engmneerea Truss ui"V.
Attach each 'T' reinforcing member with
End Driven Nails
10d Common (0148'x 3.' min) Nails at 4' o.c. plus
4) nails in the top and bottom chords.
Toenailed Nails
10d Common (0.148'x3',m1nil Toenails at 4' mc. plus
4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detail for ASCE
wind load.
ASCE 7-05 Gable Detail Drawings
A13015051014, A12015051014, A11015051014, A30015051014, A14D15051014,
A13030051014, A12030051014, A11030051014, A10030051014, A14030051014
ASCE 7-10 & ASCE 7-16 Gable Detail Drawings
A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015£NC100118,
A18015ENC100118, A20015ENC100118,
MD1A11530ENCIOM18, A12030ENC100118,
A18030ENC100118, A20030ENC100118,
511515ENCIOMIS, S12015ENC100118, S
S18D15ENCIDMIS, S20015ENCIO0118,
511530ENC100i18, 512030ENC100118,
518030ENCi00118, S20030ENCIO 118,
See appropriate Alpine gable detail for
T' Reinforcement Attachment Detail
T' Reinforcing 'T' Reinforcing
Member Member
Toe-rmll - Or - End-naN
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriote Aipkne gable detail).
Maximum allowable 'T' reinforced gable vertical
length is 14' from top to bottom chard.
T' reinforcing member material must match size,
specie, and grade of the 'L' reinforcing member.
eb Length Increase w/ 'T' Brace
T' Rebnf. 'T'
Mbr. Size increase
2x4 30 7.
Example, 2x6 20 %
ASCE 7-10 Vind Speed = 120 mph
Mean Roof Height - 30 ft, Kzt = 1.00
Goble Vertical - 24'oc. SP 03
T' Reinforcing Member Size = 2x4
T' Brace Increase (From Above) = 30% = 1.30
1) 2x4 'L' Brace Length = 8' 7'
Maximum 'T' Reinforced Gable Vertical Ler th
1,30x8'7'=11' 2'
Vmam" Rw me F=W N.I. W= am Ta M"a I/ I WREP LET —IN VERTANDPTAMTwrfuAMTIDYaRMOMMALLCfIn%WT= DCUM e6 TIE W"Al XIM J s
Trusses esquire extrem care h foiirknteg, handing, shIpWV, #fstW1ip andbra p, RefK ersl
fodoe vw mast edition of > wdrmp component Safety U for,aitbybyTPIand DCN far "" a DATE 01/02/2018
ectices Prmor to PerforwYmg awls fvicwons. irwtna.rs sill Provtr y c p - se
noted ovwrdse, top chord you he" property attached strncw.t gra nw°'"ar * o a DRWG GBLLETIN0118shoohawaproperlyattachedripNcertptacationsdwsnforpff'"wnt /&Semen restraint of s s
hour ccdkknppp nstall" per w &&[tins U 37 or M as ppuc Appty plates to sech 's $'^ q ff
d
ire U
of truss aO * as Ox" above and an Vw Joint IleWes, unlessteenoted ottwrrbe. 'J
a j'
Refer to dra %.Z for starxrrd Plate posftlorw. xvf"r112278del°'
Dues sass
Alpine, a dlvbion of TTV AAL*V Caponivnts Group Inc. shall not be responsRis for y de+Aetlon + AN1i1NODteNMnMY
i
vw truss ti conformance with Ahul/TpI T or for hwdYp shlPPtQ 0/0\ MAX, TOT. LD. 60 PSFinstaUtionW%cft of trusses, A soot on this dras q or cover poq iba l; this virvkv. ideates Accepbenw ofh"°fT13723Ri ,pop Di wremserer far the shaven. TM a.atebYty e,r . of tnr etaetq T lltlltgDUR, FAC. ANY
WW truce resPon lh of the >A&4ft ]iesi4nwr p•r ARST mT 1 sense.
tAa,Y. ad Heaynts, ono s3an3 for more Wormation see tines jWs gerwron notes page and sites, eve stOSt 4/2fl 18 !riAX.
SPACING 24.0' ALPD£t —atpinett.,o v TPD ss..tpintorpm =GO, s..obeiadms""V = wwWo:sofe.ore
c* r
Li
I C)
LIJ o-
ul
to °
Lii
C.,
cn
V J
c-
LLJ c:
i
z 07
Q Q7
O -
C)
Q V)
i
Q +
z I
LlJ
LLJ k—
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Li
r 0
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Q
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11 411
c-
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cn Q)
V)
o
Ls J OV) +
t/-)
Qi
3: rr,
d
F06
1ST FLOOR TRUSS LAYOUT
I
2ND FLOOR
30'
4"
TRUSS
kE
a
LAYOUT
SHINGLE LOADING
139 rn.p.h. WIND 12EXPOSUREB6
4-3/16" HEEL
BRG.
16"
OVERHANG
PLUMB CUT
TYPICAL TRUSS END
i6 K i 2 3
zL
BEARING HEIGHTS HANGER TAKEOFF
9'-4" HEIGHT 6) HUS26
10)THA422
19"-8 3/4"
0'-0" HEIGHT
0'-0" HEIGHT
NOTE
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT
AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE LIMITED TO THOSE DESMEIED IN WTCA
1-1995 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS
ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATI(N! AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
YVARNING
CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING 75
NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE
MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING
TRUSSES ARE CAUTIONED TO SEEK PROFESSaVAL ADVICE
REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO
PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND
PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC
APPLICATIONS. SEE 'GUIDE TO GOOD PRACTICE FOR HANDLING.
INSTALLING, RESTRAINING Qc BRACING OF METAL PLATE CONNECTED
r, t
LG a ^' M,. ...,k,+ ",...
TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB
POSTION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP
AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED
ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH
REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR
PERSONAL INJURY.
APPROVAL OF THIS TRUSS LAYOUT IS
NECESSARY BEFORE FABRICATION CAN BEGIN.
VERIFY SPANS, PITCHES, OVERHANGS, HEELS
AND BEARING CONDITIONS. ACCEPTANCE OF
THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY
TRUSSES WILL BE BUILT PER THIS LAYOUT.
CUSTOMER
DAVID WEEKLEY HOMES
JOB NAME
7413 — A
LOT/BLK/SUBDIV
LOT 25 REAGAN POINTE
SCALE DATE DRAYM BY JOB NUMBER
5-24-18 CRH 2ONUg8
Revision 9( City of Sanford
Response to Comments 0 Building & Fire Prevention Division
AUG 0 8 2018 Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # I F , (-T---1 Submittal Date I
Project Address: rmg ww
I" .
Contact: Nall - —V-A
Ph: !J01 QlA-1 Hoj)
Email: 0 U-Y, AAA.
Trades encompassed in revision:
11 Building
El Plumbing
11 Electrical
Mechanical
Life Safety
Waste Water
Fax:
General description of revision:
ROUTING INFORMATION
Department Approvals
El Utilities
Waste Water
Planning
Engineering
Fire Prevention
El Building !-C— q, &1-tom
3}3t1 SZ SH
Ar-4•
e
OWNER'S
f RETREAT
I ,o- f
I I
I C
I I
I I
I I
f 1
I
I
f
jl
1
q
17516*16 r4x$
F so
dryer duct 4'
2a
roof cap F -
I ryer vent box
4?
f7RYER
F
n
LICEaW 1 Fresh
Air E 24.
42 FX 0r-
T TEMP
OWNER'
S 5
d 5'
3.
5 ton w8/kw 240v iph 1
l8x13 plea ptatforn
by btdr
scale
tl/8'=I'0' HONEYWELL
2 ZONE DAMPER
SYSTEM HZ221K
m
D14TZ te)
ARD12TZ ri
CPRDIO RATS
C7735A IOW 2 +
TH63201.12008DAG z&
H632(XI2MDAG 40va
trans 116
3' bath duct BEDRM3toroofcap8x
w/fan led
Nutone 696RNB lox6
i HONEYWELL
Y8150 FRESH 2xi2
rag 70
AIR
VENTILATION SYSTEM I
6' SNAPLICK, FLEXABLE METAL PIPE, 6. OR FLEX A
3)
0"SH @r-
T FAMILY
T 4
0- 12x12bwcc'
zo
s
75 8X 10
e Ll §
e Rd INSt1E ATE W/ 15 IN e a
4x18 rag I
t
DUCT
WRAP WALL CAP WITH
INSECT a s
SCREEN OR g- o-
TO I0xI0 RAG Y8150
FRESH AIR DAMPER m
12 8x ' 3' bath duct Hffi
3 20 , to roof cap 3SBciBFX
5
6
9
f OUTSIDE
AIR DETAIL TO w /fan SOFFIT
OR WALL CAP Sff• —
1 Nutone 696RNB t.. 30S25H
TEMI ISO 14x8
wcd
Transfer ducts/grHles sized In RET EAT
comp(lance with Ftorfda Residenttat Bultding Code -
M160a4 Batanced Return Air,
exceptions 1-3. Buttder rust provide
unrestricted 1 Inch 14x lwcd
160 undercut
on
doors to habitable rooms. ST
Y aoszsk ._,.,w
47ww _ Q6
0' @6 U' QSff WJILED WALED
MULLED L DINING
Ck`
i izrtll 9"
r
2-
4 1 5 SHELVES
roof F
FLOOR
IGVE v
5
f
42X42
A/
C SLAB — f BY
BLDR MIN s 1 2'
FROM WALL o s S1
1_
EF E S
tji
b
R fin,
N m
Z O
00
Q
ry
y)
N
O
Z
EiJ
O
Z
Oj
O y) -+ Q' duo
ei
Rati'1
o m Z
TOTAL
Z
Q
LU FCARGEARAGE' tQi--' co ff F— < 10
D Must have
a rR n mum clearance of 4 Inches around the air handier per the State Energy code. At( duct has an r=6 Insulation value.
RECORD COPY
jkexj s-loli
CITY OF
D T--N Building &Fire Prevention Divhsion
PERUIT APPLICA TIfhb`
VA Application No:
Documented Construction Value: $ 2 t aCA0
Job address: fit% C tt wtr C Historic District: Yesl:]Noa
Parcel ID: 22-20-30-520-0000-O-Z 5 C Residential Commercial
Type of Work: New? Addition Alteration Repair Demo Change of UseE] Move
Description of Work: Single Family Residential
Plan Review Contact Person:
Phone: 407-865-8208
Tracy Wiggers
Fax:
Title: Project Coordinator
Email:twiggers@dwhomes.com
Property Owner Information
name CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365
Street: 1111 N. POST OAK ROAD
City, State Zip: HOUSTON, TX, 77055
Name Casey Dare
Resident of property? : -
Contractor Information
Street: 213 Majestic Eagle Drive
City, state Zip: PoOnte Verde, FI, 32081
Phone: 407-865-8208
Fax:
State License No.: CBC1254984
Architect/Engineer Information
Name: Monta Consulting & Design Phone: 407-681-1920
Street: 1035 Greenwood Blvd. Suite 173
City, St, Zip: Lake Mary, FI, 32746
Bonding Company:
Address:
Fax:
E-mail: admin@montaconsulting.com
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY' RESULT IN YOUR
PAWING TIVVICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE ,FOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORtiEN' BEFORE RECORDING l'OUR NOTICE OF
CO'M NIENCENIENT.
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 pennit and that all work will be perfonned to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed pith the date of application and the code in effect as of that date: 6'h Edition (2017) Florida Building Code
Reri,ed, Jai uary 1_ 20IS 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 firom other gov ermriental entities such as water
manaucment districts, state agencies, or federal a encies.
Acceptance ofperruit is verificatiou 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 etecuted 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 fuiured based on the current KV 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 pernut 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 lwovs regulating construction and zoning.
It
eztSature c>FC7r.gcnt ate Sinaturc ol` 'c,0tactur%Agent D, e
Print Oancr Aucnt ante!'lint Contract ofr ;e lame
Signature t ' Iota v-States f ri2iy donna % atc
TY LEE WIGGSRSlY LSE WIGGER]2021
i
otary Public - State or Florida otary Public -State of F Commission #
GG 161813 Commission # GG t6tMy Comm. Expires Nov 20, 2021 4 ,kMyComm. Expires Noy 200wnet-A eni't P, fR tME'to ; Ie or Cont cart"A ent ftWthro ik)40 wn to i 1e or Produced D _
Type of ID Produce ype o BELOW IS
FOR OFFICE USE ONLY Permits Required:
Buildin/ Electrical R Mechanical® Plun,bin-® Gas RoofEl Construction Type:
Occupancy Use: Flood Zone: Total Sq
Ft of Bldg: `2. 'a t Min. Occupancy Load: 1'> # of Stories: New Construction:
Electric - # of Amps i Plumbing - # of Fixtures 1Q Fire Sprinkler
Permit: Yes No 2"' # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING:
f UTILITIES: WASTE WATER: ENGINEERINiG: FIRE:
BUILDING: COM YIENTS: _
Ok to construct single family home with setbacks
and impervious area shown on
plan. /- Rex iced- .
lanuarp t. _10IN, t';rniit Applicatwn
REQUIRED INSPECTION SEQUENCE
DA'VED WEEKLEY HOMES SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address:
E&RICAL PERMIT
Min Max Inspection Description
10 Underground Electric
10 Footer / Slab Steel Bond
20 1 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
REVISED: June 2014
S NFORD Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use &
Landscaping in Right -of -Way
Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone: 407.688,5140 Fax: 407.688,5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other 15
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know. ~s below.
size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig
1. Project Location/Address: L <3 2- ,_Q Poe_
2. Proposed Activity: FZ Driveway El Walkway El Other:
3, Schedule of Work: Start Date
4. Brief Description of Work: SFR
This application i b su M
Propariyci-m,/ -
Signature: l f 1
Address: 21'3,Majes4 agle Homes
Phone: (407) 865-8208 Fax:
Completion Date
Print Name: Casey Dare
F Emergency Repairs
Email: cdare@dwhomes-COM Date:
Maintenance Responsibilitieslindemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the
Requestor's property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits. judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right-of-way,
I haver)ead and undlegstancl the above statement and by signing this application I agree to its terms.
Signature: Date:
Pre -pour Inspection by:
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by: _
Special Permit Conditions:
November 2015
U This permit shall be posted on the site during construction.
Please call 407.688,5080 24 hours in advance to schedule a pre -pour inspection,
Official Use Only
Fee:
Date:
Date:
Date
Date
Date
Date
ROW Use Driveway,pcif
LIMITED PONVER OF ATTORNEY
Altamonte Spiiiaus, Casselberry, Lake Mary, LGnp%ood, Oviedo, Sanford.
Seminclle Ccuntv. Winter Springs
I hera.\ name and appoint: j 11 k:71,
an agent ot':
w be rn v a\\ fu I airorn c n - fac i to act -,ol- me to apply tor, receipt for. sign for and de a 1!; I
to this appo'ntrncni for (check only one option)
perm1 'raclor. is and app! cat ons suhni'l-1 ed by this cont
j. The specific permit and application licationfor NN ork iocaiccl, at; Expiration
Date For This Limited Pow er Of Attorney: 4 Liccrtse
Holder Narne: State
License Number: S;.-
natur-1 of License H OF
FLORIDA STATECOUXTY
OF,,, Qf The
foregoing instrunnent was acknov\ ledged before rne this day o, 20
lip b%\ho, is pI rsor.all\ k:-i,_-,\'me1TJ0 eA- j -: or \
N ho has produced, as
identification and vvho did, did not Llik an oat NOLX-
V SCLO) RACHEL
BLACKWELL Notary
Pubic - State o'F;,-rida GGM•
COMM - ',2 2322 nature
f
Print
or Type Name Notury
PUNIC — StILC Of C:
manissictn 'umber Commission
Expires
REQUEST FOR PRE-PONVER
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: 05-28-18
Protect Name, Griffin Park
Buildin,(, Permit."'t':
Project Address: G_'IL(- C1eLL.'C__'
Electrical Pen -nit #:
In consideration for authorizing the appropriate utility company to criergize the facility, we agree with
and understand the t'ollowlng:
1. The facility will not be occupied until a certificate of occupancy has been issued.
1 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 termniate electrical service without
notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the Z7117IZ' jurisdiction
will not be responsible for any damages or costs which may result from the exercise of such Z ri,-),
ht. Also, in the event any third party claims damages from the exercise of such righ t, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, includim,
attorney's fees. 3.
The building or structure shall be weather tight and secure. The electrical wirin,, in the area desianatod for
pro -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. 4.
Interior electrical rooms shall be lockable, if electrical panels are In an area that cannot be locked by doors,
the panels ;hall 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 ener("IZing Cil-CLUIS' other than those that are safe. 5.
If provided, the Fire sprinkler system must be operational, per the local AHJ requirements, with water On the
system prior to pre-powcr, 6.
This pre -power approval is valid for a maximum of 180 days from, date of approval, 7.
Check with the local jurisdiction for fees associated with pre -power. Casey
Dare Casey Dare James J. ALanier Pri,
I
Name
of A"irter/Teriant Pt nNaffiv Of General Contr. Pr4'nt Name Of Elect,Contr, f
Jy-)'" 0 /
I-
rratur dfowner/Teriant 5ignn'rL-treof'O'ene ialContr. I Signature of Electrical Contr. Fx
CHAD W COWDERY rvly
COMMISSION 4 FF985918 EXPIRES
April 25,2020 c
t N (SigiiatureyPublic Na i4 to or amp IL
RISD ICTION E7,M111-0YEE NAME NOFIFIVID:
Prooress
Energy Florida
Power & Light on
0
W-1
CITY OF
PERMIT APPLICATIONSkNFORD
BUILDING DIVISION
Application No:
Docuu-tented Construction Value: $
Job Address: Historic District: YesE]NoE]
Parcel I D. Residential O'Commercial F1
Type of Work- New E)'Addition El Alteration El RepairE] Demon Change of Use[:] Move n
Description of Work: —,- t'A V,
Plan Review Contact Person,
Phone: Fax: Email:
Property Owner Information
Name Oav'kPhone: Title:_
I" (-),,
Street:
Mk t Alt- Resident of property?: City,
State Zip: oal";'kto Q7
Contractor
Information Name
Phone: 3d4 Street:
V)eL IL4 Fax: City,
State Zip: la) State 1,icense No,: C Street:
City,
St, Zip: Bonding
Company: Address:
Architect/
Engineer Inforniatiou Phone:
14ax: —
E-
mail: Mortgage
Lender: Address:
WARNINGTO
OWNER: YOUR FAILURF'ro RE"CORD A NOTICE OF COMINIENCENIENTIMAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMEN'rs,ro YOUR PROITR'FY. A NO'1'1('E OF COA**,,IMEN(ENIFEN'r.%*IUS'I'BL RECORDED AND POS'rt'
l) ON THE JOB SI-11, BEFORETHE FIRS-FINSPECTION. IF YOU IN-I'liNDTO ORTAIN FINANCING, CONSULT W1141 YOUR LENDER
OR ANA170RNEYRFFORE RFC ORDING YOUR Nw'rtclu OFCOMMENCEINIENT 1, c rl
o pt hmno workat ills talll Go n Ila,, comimm:cd prior to the issuance
of a licrinit and that all work will bc, 1,criormcd ho mvdstandards (4,01 haws rcgtil,ttim, wwrijilioa in this iurisdictiou. I understand that it wparatc
permit must be secured (or clearical work, plumbing, signs, wells, pool,., furnaces, boilers, livaters, lanks, and air conditioncrs, ctc,
NQI!U: In addition to the requirements of this permit, there may be additional rcszricrions applicable to this property that may bc
found in the public records or this county, and there may he additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencics.
Acceptance of permit is verification that I will noti4, the owner of the property of the requirements of Florida Lien t-1w, FS 713.
The City of Sanford requires payment of a plan review lea 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 estituated construction value of the job at the time of subluittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issucd, 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.
4W11TER'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,
igmaturc oft)wncriAgcat Mac
I ant ownct/Agent's Naint:
signalorc Of Not=Start: of Plo-1,43 Datc
Datc
k t'i (* r) 6(o
Print Cuntraoor/Agral'i Name:
signature of Nou"r -'Rtatc of Floridu M11C
Owner/Agent is Personally Known to Me or CotaracEori.,%gent is personally Kno%vo to Me or
Produced ID Type of ID Pt-oduced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingEl Electrical[] Mecbanical [:] Plumbing[ Gasn Poot*[:]
Construction Type: Occupancy Use:
Total Sq Ft of Bldg:
Flood Zone:
Min. Occupancy Load: # orStorivs:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes[] No El
APPROVALS: ZONING:
I-NGINhERING:
CONIKE NTS:
It of Heads — Fire Alarm Permit: YesEj No []
UTILITIES: WASTE WATER:
BUILI,',)ING:
Rcviil;kl: Itlac 30,2011 0,maw Applicizimi
4
FIELD REPORT
PROJECT NAME: CLIENT:
PROJECT NO.: DATE:
CONTRACTOR: WEATHER: C-4 ', --
e-1
4 4
4'1
RTEG'S REPRESENTATIVE:
THE RAAD - TANNOUS EN(ANEERING) GROU'P, INC,
P10 N Goldenrod Road. # Suite B10 * Orlando, Florida 32307
Joh Address:
11Y (A"4fI till
BIJ11-01W-, FIRE PREVINTION
PERMIT APPt-ICATION
ApVlk xfliofit No:
Doct'l filet] (ed Colistructioll V,111te:'s
MarcelID: type
of Work: Newly. Addition D Alterakon I-] Repair El Descriptionot'
Work: Plan
Review Contact Person: 111olie:
Fax: Im
Histol-
ic District; ;'es LJ No,W Residenti-
a Co I I Ifit cl-cia ID Demo
1:1 Chatige of Use Move 1-1 Ff
Property
Owner Information Name
Phone: Street:
City,
State Zip: Resident
of property? : Contractor
Information Name
S -
eet ti - -- ----- Fax: City,
State Zip: Al —51/ State License No,: Architect/
Engineer Information Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
eq,
cxv- WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE, OF COMAIENCEMIKNTMAY RVSfJl,TIN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT musT BE. RECORDED
AND POSTED ON THE JOB SITE BEFORETHE, FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RFCORDING YOUR NOTICE OF COAIMENCEMFNT. 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 re.-tilatin, , 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. V B('
405.3 Shill be inscribed with the date of application and the code in effect as of'that 5o' Cdition (201,4) Florida Buildin-I Code Revised tune ,
30,201 Permit Applicatioli
10 11 C F h I NI(fiti011 to LhC o; [h k pQm-1 Silioions aq-)pkcabl,; to this that 11myandiiItherublicrecordsol'this comity, and omy z "-.,cdifiol!al I>crmils rcquil,ed hOm other -tich as X%ali--Idistricts, State aoell6fs, or redelal t envies_
cccptancc of permit is verification that I will notify the owner of the pi operty of the requirements of Florida Lieu Law, FS 7 13
The City of Sanford requires payment of a plan review fee at the tune Of pel'Illit 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 (lie jot) at (lie little of submittal. The actual construction value will be figured based on the Current TCC, Valuation Table in effect at the qIlle the permit is issued, HIaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual constructionvalue,
credit will beapplied to your permit fees when the permit is issued,
OWNER'S AFFIDAVIT: I certify that all Of the foregoing; infortnation is lect"'ale and that all Nvoi-k will
be done io compliance with all applicable laws regulating construction and Zoning.
Signature ofOwner/Agent Date S igniL re!of Con, Pactor/Agent DateI
Print Owner/Agent's Name Print Con or(Agent'sName
Signature Notary -State of Florida Date SIgnatureot'Notary- tat 6f Florida nh.
Owner/Agent is
Produced ID
C " AD W COWL)
My COMMISSION # FF845918
EXPIRES April 25, 2020
4 7)
v'C0
153 FJ.,,daN012rYS0'COM
Personally Known to Me or Coil I -act I. Agent is Personally Kuo\vlI to Me of. T: pe of ID Produced ID Type of
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building[] Electricaln Mechanical
Construction Type: — 0ectilmney Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Plumbing[] Gas[] Roof [I
Flood Zone:
of Stories:
I'lituffbing - ft of FixturesZ
Five Sprinkler Pell-tilit: YesEl NoEl P, of I leads ___ Fire A [a nn Permit: Yes n NOE] APPROVALS:
ZONING: tJTlf_,1l'1ES: WAST11:, , WATER: FIRE ___ ----- ------
BtJlLDFNG:_ COMMENTS:
Rc%*
ed '411w. , 30, 20 15
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: I Permit
Igotzi
MIT
Builder: bav, Ho.,ia Community: Lot: a
Address:
City: State: Zip:
I IN k"g
It "
M a
9 x 60 4 Method for calculating building volume:
CFM(50) Building Volume ACH(50) dRetrieved from architectural plans
PASS 0 Code software calculated
El When ACH(50) is less than 3, Mechanical Ventilation installation 0 Field measured and calculated
must be verified by building department.
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0,2 inch w.g. (50 Pascals),
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section
489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3. 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.
Ig
Company Name: Phone:
I 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,
7
Signature of Tester: Date of Test:
Printed Name of Tester: CA,
License/Certification Issuing Authority:
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