HomeMy WebLinkAbout528 Red Rose Ln 18-2262; SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100005 DATE: June 22, 2018
BUILDING APPLICATION #: 18-10000552
BUILDING PERMIT NUMBER: 18-10000552
UNIT ADDRESS: RED ROSE LANE 528 21-19-30-510-0000-2190
PTRAFFICZONE:022 JURISDICTION: `1 I{ SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: TAYLOR MORRISON OF FL INC
ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 528 RED ROSE LANE / THORNBROOKE PHASE 4
SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N/A
Single Family Housing 00 1.000 dwl unit 00FIRERESCUEN/A
LIBRARY CO -WIDE ORD
00
Single Family Housing 54.00 1.000 dwl unit 54.00
SCHQOLS CO -WIDE ORD
Family Housing 51000.00 1.000 dwl unit 51000.00
PARKS N/A
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 5,759*00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN UEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER TM
CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
4
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
ParcelIDNumber:
Prepared By Daphne Clark
and Taylor Morrison Homes
Return To : 2600 Lake Lucien Drive, Suite 350
Maitland, FL 32751
NOTICE OF COMMENCEMENT.
State of Florida.
County of Seminole.
1111111111111111111111111111 ill III,
CLERK OFLCIRCUIT ICOURT 6
GOUNTY
8Y, 9133 Ps 867 (ips;) COMPTROLLERCLERY,'S 0 2018055761
RECRECORDINGrJFEE/ lljarj03:21:43 PM
RECORDED BY hdevora
The undersigned hereby gives notice that improvements 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.
Description of property : LOT oW
Legal Description: Thornbrooke Phase i-1 according to the plat thereof, as recorded in
Plat BookI PageL,17/of the public records of Seminole County,
Florida.
Addresses : :529 (L mac! Rose— ( Sanford FL
2. General description of improvements : Single Family Home
3. Owner information : Name Taylor Morrison of Florida Inc.
Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751
4. Fee Simple Title Holder: N.A.
5. Contractor name and address : Name Taylor Morrison of Florida Inc.
Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751
6. Surety: N.A.
7. Lender: N.A.
8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may
be served as provides by 713.13(1)(a)7., Florida Statutes: N.A.
9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided
in 713.13(1)(b), Florida Statutes. N.A.
10. Expiration date of notice of commencement: One year from the date of recording.
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT
YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
11. Date Signed:lf? Signature of Owner's Agent: ,e
l z
Jo Asa Wright /
ylor Morrison of Florida IDr/
Sworn to and subscribed before me this by John Asa Wright wh ally known to me.
G
Notary Public DA Clark p•P"4
My commission expires: 6/27/19
Serial No. FF 2091 ,,FLED CORY GRANT MAlOY Signature: AM "sedgy"
CLERK OF THE CIRr.UIT COURT J^
ANDOMPTP,OLL 4,
SEMIS FLORIDA '
4
MAY DEPUTY CLERK
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
i iAY 1 , r ..018
Application No: " a Q 0 t
Documented Construction Value: S 3
Job Address: Jraff YL—19dl65e— Historic District: No X
Parcel ID: 0'-19-30- 5/0-0000- -00 Residential R Commercial
Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move
Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE Ll
LOT NUMBER: cl (
Plan Review Contact Person: Daphne Clark Title:
Phone: _407-257-6940 Fax: 1-e11-(1gor, m, m or, m '- 11
Property Owner Information
Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077
Street: 151 SOLITHHALL LANE # 200 Resident of property? : NO
City, State Zip: MAITLAND FL 32751
Contractor Information
Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone:
Street: 151 SOLITHHALL LANE # 200
City, State Zip: MAITLAND FL 32751
407-257-6940
Fax
State License No.: CBC1257462
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company: N/A
Address:
Fax:
E-mail:
Mortgage Lender: N/A
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
MY EMISSION II R aywo
reapd
Owner/Agent is yM Personally Known to Me or
Produced ID N/A Type of 1D
ature.o-
Z
f Contractor/Agent ate
JOHN ASA WRIGHT
Print Contractor/ nt's Name
Signature of Notary -State of Florida Date /
MY COWINON t FF 209108
EXPIRES: Am 27, 2019
a+'
or r
1 ti0lary Small
Contractor/Agent is YES Personally Known to Me or
Produced 1D -NIA--- Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building® Electrical EB"" Mechanical [a Plumbing[ Gas Roof
Construction Type:yOccupancy Use: Flood Zone: k-5
i:,-t-Kv,c4Eb
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps 2*U Plumbing - # of Fixtures,
Fire Sprinkler Permit: Yes No 0 # of Heads
APPROVALS:
COMMENTS:
ZONING:JUTILITIES:
ENGINEERING: AATC- (0't'S't a FIRE:
Ok to construct single family home
with setbacks and impervious area
shown on plan. 54. S % Y,e.
4v1as ar Q. CTP -
ZZ
Fire Alarm Permit: Yes No [8
WASTE WATER:
BUILDING: L-Iq-Lt
Revised: June 30, 2015 Permit Application
REQUIRED INSPECTION SEQUENCE
TAYLOR MORRISON SFR -DETACHED
Permit #
BUILDING PERMIT
Inspection Description
Min Max Inspection Description
10
10
Form board / Foundation Survey
10
Temporary Underground Power TUG
Slab / Mono Slab Pre our
20
1000
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 Ins ection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
REVISED: June 2014
A dd..naa.
ELECTRICAL PERMIT
Inspection Description
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 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
MFCHA_ NICAI PERMIT,
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
11 a ... ANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: S "'?l7
Job Address: god Historic District: Yes No X
Parcel ED: 0'-19-30- 5/0-0000- 000 Residential R Commercial
Type of Work: New X Addition Alteration Repair Demo Change of Use Move
Description of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE Ll
LOT NUMBER:
Plan Review Contact Person: Daphne Clark Title:
Phone: 407-257-6940 Fax: Email: daphne@PermitsPerm*tsPermits.com
Property Owner Information
Name TAYLOR MORRISON OF FLORIDA INC
Street: 151 SOUTHHALL LANE # 200
City, State Zip: MAITLAND FL 32751
Phone: 407-629-0077
Resident of property? :
Contractor Information
Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone:
Street: 151 SOUTHHALL LANE # 200 Fax:
407-257-6940
City, State Zip: MAITLAND FL 32751 State License No.:
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company: N/A
Address:
Phone:
Fax:
E-mail:
Mortgage Lender: N/A
Address:
NO
CBC1257462
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, beaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
my ColiiWo" #
FF 2MV1
EXPiRSS.
nature of Contractor/Agentate
JOHN ASA WRIGHT /"" /
b
Print Contractor/ pt's Name
s
Signature of Notary -State of Florida Date
1) A CLARK
W COMMISSION # FF 209108
EXPIRES: June 27.2019
a'
or a
Bonde011w 8u0yet No1iry Senicn
Owner/Agent is IFSS Personally Known to Me or Contractor/Agent is YES Personally Known to Me or
Produced ID N/A Type of ID Produced ID WA— Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
COMMENTS:
of Stories:
Plumbing - # of Fixtures.
Fire Alarm Permit: Yes No
UTILITIES: AS Z Y-/? WASTE WATER:
ENGINEERING: FIRE: BUILDING:
Revised: lune 30, 2015 Permit Application
SXRFORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: John Asa Wright Firm: Taylor -Morrison of Florida, Inc.
Address: 2600 Lake Lucien Drive
City: Maitland State: FL Zip Code: 32751
Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com
Property Address: 528 Red Rose Lane
Property Owner: Taylor Morrison of Florida, Inc.
Parcel identification Number: 21-19-30-510-2190
Phone Number: 407-629-0077 Email:
The reason for the flood plain determination is:
0 New structure Existing Structure (pre -2007 FIRM adoption)
Expansion/Addition p Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
K The parcel is not in the: floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 18-2262
Reviewed by: Michael Cash, CFM Date: June 6, 2018
0
Application for Right -of -Way Use
D,
for Drivewa , Walkwa & Landsca e
Oy y N1877DepartmentofPlanning & Development Services
www."nfordn.gov
300 North Park Avenue, Sanford, Florida 32771
Phone: 407.688.5140 Fax: 407.688.5141
This permit authorizes work to be done 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. It does not approve any work within any other jurisdiction's
right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and
location of the existing right—of-wayi/s.
annd use shall beprovidedprovided or application could be delayed. 0
vI`IV p G/Qlkr+ to I t 1
tiwC811be roy- Cellbeforeyoudl4
1. Project Locatlon/Address: QNlr/_71.0"w
2. Proposed Activity: Vr Driveway Walkway Other:
3. Schedule of Work: Start Date ./
cC
oompletion Date Emergency Repairs
4. Brief Description of Work: j+_MCWAY a'y W X
o Maintenance Responsibilities/Indemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall
include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said
installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater
facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair
as necessary at no cost to the City of Sanford insofar as such facilities are in the public rightof-way. If the Requestor does not continuously maintain the Improve-
ment and area in accordance with previously stated criteria, or completely restore the rightof-way to its previous condition, the City shall, after appropriate notice.
restore the area to its previous condition at the Requestors expense and, If necessary, file a lien on the Requestors 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 employees
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 rightof-way.
I have read and understand the above statement and by signing this application I agree to its terms.
1 hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution.
Signature: A// Date:
This permit shall be posted on the site during construction.
Please call 407.688.6080, Ext 540124 hours In advance to schedule a pre -pour Inspection.
Pre -pour Inspection by: Date: I
September 2010 ROW Use Ddvwmy.pdf
SCPA Parcel View: 21-19-30-510-0000-2190
Parcel Information
http://parceidetaii.scpafl.orgIParcelDetai I info.aspx?PID=2119305100...
Prone Record Card
Parcel: 21-19-30-510-0000-2190
Property Address: 528 RED ROSE LN SANFORD, FL 32771
Parcel 21-19-30-510-0000-2190
Owner(s) TAYLOR MORRISON OF FL INC
Property Address 528 RED ROSE LN SANFORD, FL 32771
Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751
Subdivision Name I THORNBROOKE PHASE 4
Tax District I St-SANFORD
DOR Use Code 00 -VACANT RESIDENTIAL
Exemptions
40,000
Land Value Ag
Just/Market Value ••
O219
119.46
Save Our Homes Adj 0
Seminole County GIS
Value Summary
Tax Amount without SOH:
2017 Tax Bill Amount
Tax Estimator
Save Our Homes Savings:
Does NOT INCLUDE Non Ad Valorem
Legal Description
2018 WC
Values
Valuation Method Cost/Ma
Number of Buildings 10
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 40,000
Land Value Ag
Just/Market Value •• 40,000
Portability Adj
Save Our Homes Adj 0
Amendment 1 Adj 0
P&G Adj 0
Assessed Value 40,000
Tax Amount without SOH:
2017 Tax Bill Amount
Tax Estimator
Save Our Homes Savings:
Does NOT INCLUDE Non Ad Valorem
Legal Description
LOT 219
THORNBROOKE PHASE 4
PB 81 PGS 70-71
Taxes
Taxing Authority Assessment Value Exempt Values
County General Fund 40,000 0
Schools 40,000 0
City Sanford 40,000 0
SJWM(Saint Johns Water Management) 40,000 0
County Bonds 40,000 0
Sales
Description_ Date Book Page Amount Qualified
No Sales
1 of 2 5/14/2018, 10:44 AM
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot219ThornbrookeAnastasiaGRE
Street: 528 RED ROSE LANE
Builder Name: Ta for Morrison
Permit Office: tLD/,yPG
City, Slate, Zip: Sanford , FL , 32771 Permit Number 2 2 6 2
Owner: Jurisdiction- 691500 SANFORD
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone
H K 1 •'
1. New construction or existing New (From Plans) 9. Wall Types(3145.8 sgft) Insulation a
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13.0 1521.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 1380.601`1'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 244.22 fl'
4 Number of Bedrooms 4 d. N/A R= ft'
10. Ceiling Types (1512.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1482.00 R=
6 Conditioned floor area above grade (ft') 2582 b. Under Attic (Vented) R=30.0 30.00 R'
Conditioned floor area below grade (R7) 0
c N/A R= ft°
11. Ducts R R'
7. Windows(344.9 sqR) Description Area a. Sup: Attic, Ret: Attic, AH. 2nd Floor 6 293.4
a. U -Factor: Dbl, U=0.34 272.92 1`17 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223
SHGC: SHGC=0.31
b. U -Factor: Dbl, U=0.58 72.00 R= 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.32 a. Central Unit 25.2 SEER.16.00
b. Central Unit 25.2 SEER:16.00
c. U -Factor: N/A ft'
SHGC- 13. Heating systems kBlu/hr Efficiency
d. U-Faclor: N/A ft= a. Electric Heat Pump 21.8 HSPF:8.50
SHGC- b. Electric Heat Pump 21.8 HSPF:8 50
Area Weighted Average Overhang Depth: 3.018 R.
Area Weighted Average SHGC: 0.312 14. Hol water systems
a. Electric Cap. 50 gallons
8. Floor Types (2582.0 sqR.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1467 00 R' b. Conservation features
b. Floor Over Other Space R=0.0 1102.00 R' None
c. other (see details) R= 13 00 R' 15. Credits Pstat
Glass/Floor Area: 0.134
Total Proposed Modified Loads: 72.51
PASSTotalBaselineLoads: 76.24
I hereby certify that the plans and specifications covered by Review of the plans and li,TN6 STgT
this calculation are in compliance with the Florida Energy specifications covered by this
Code. calculation indicates compliance s+
74" L with the Florida Energy Code.
PREPARED BY: ""^ Before construction is completed
DATE: _ - _ -5/9/_18_ - __ _ _ this building will be inspected for V - a
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Code.
OWNER/AGENT:__.
COD
BUILDING OFFICIAL:
DATE: -- -- - - - - 5-- ( . d/ DATE: 14-! --
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).
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FORM R405-2017
5/9/2018 9:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
PROJECT
Title: Lot219ThornbrookeAnastasia Bedrooms: 4 Address Type: Street Address
Building Type- User Conditioned Area: 2582 Lot # 281
Owner Name: Total Stories: 2 Block/Subdivision: Thornbrooke
of Units: 1 Worst Case: No PlalBook:
Builder Name: Taylor Morrison Rotate Angle: 0 Street: 528 RED ROSE LANE
Permit Office: Cross Ventilation- No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, Stale, Zip: Sanford ,
Family Type. Single-family FL , 32771
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 975% 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 1467 13643.1
2 Block2 1115 10035
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 1st Floor 1467 136431 Yes 5 1 1 Yes Yes Yes
2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes
FLOORS
Floor Type _ Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpel
1 Floor over Garage 2nd Floor 13 ft' 19 0 0 1
2 Slab -On -Grade Edge Insulalio 1st Floor 147.9 N 0 1467 fl' 0.38 0 0.62
3 Floor Over Other Space 2nd Floor -___ __-_ 1102 N' 0 0 0 1
ROOF
V
Roof Gable Roof Solar SA Emitt Emilt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul deg)
1 Gable or Shed Composition shingles 1655 ft' 370 N' Medium 0.85 N 0.85 No 0 266
ATTIC
V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1480 N' N N
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FORM R405-2017
5/9/2018 9:33 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
CEILING
Ceiling Type Space_ R -Valu_ e _ Ins Type _ Area Framing Frac_ Truss Type
1 Under Attic (Vented) 1st Floor 38 Blown 13 N' 0.11 Wood
2 Under Attic (Vented) 2nd Floor 38 Blown 1469 fl° 0.11 Wood
3 Under Attic (Vented) 1st Floor 30 Batt 30 ft' 0.11 Wood
WALLS
Adjacent
Space Cavity Width Height Sheathing Framing Solar Below
Ornt--To-_ Wall-Type R_Value_ Ft_ in.- FI__ In _ Area_ R -Value Fraction _ Absor..Grade%
1 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 H' 0 0.23 0.6 0
2 W Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 fl' 0 0 0.6 0
3 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 N' 0 0.23 0.6 0
4 N Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 fl' 0 0 0.6 0
5 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 fl' 0 0.23 0.6 0
6 E Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51.3 W 0 0 0.6 0
7 SE Exterior Concrete Block - Int Insul 1st Floor 41 4 11 9 4 45.9 fl' 0 0 0.6 0
8 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 1`17 0 023 0.6 0
9 S Exterior Concrete Block - Int Insul 1st Floor 4.1 53 0 9 4 494.7 ft' 0 0 0.6 0
10 - Garage Frame - Wood 1st Floor 13 26 2 9 4 244.2 H' 0 023 0.01 0
DOORS
Ornt Door Type Space Storms U -Value Width Height Area
Ft In Ft In
1 Wood 1st Floor None 25 2 7 6 8 17.2 fl'
2 SE Wood 1st Floor None 25 3 8 24 W
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall OverhangV # _Ornl ID Frame Panes NFRC U -Factor SHGC Imp _ Area Depth Separation Int Shade Screening
1 W 1 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 fl' 1 fl 0 in 1 It 0 in Drapes/blinds Exterior 5
2 W 1 Vinyl Low -E Double Yes 0.34 0.31 N 40.0 H' 1 110 in 1 ft0 in Drapes/blinds None
3 W 2 Vinyl Low -E Double Yes 034 0.31 N 58.611' 1 ft0 in 11 fl8 in Drapes/blinds Exterior 5
4 W 2 Metal Low -E Double Yes 0.58 0.32 N 72.0 ft7 10 ft 8 in 0 ft 0 in None None
5 N 3 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 fl' 1 110 in 1 It 0 in Drapes/blinds Exterior 5
6 N 4 Vinyl Low -E Double Yes 0.34 0.31 N 391 fl' 1 It 0 in 11 ft 8 in Drapes/blinds Exterior 5
7 E 5 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 fl7 1 ft 0 in 1 fl 0 in Drapes/blinds Exterior 5
8 S 8 Vinyl Low -E Double Yes 0.34 0.31 N 6.0 fl' 1 It 0 in 1 fl0 in Drapes/blinds Exterior 5
9 S 8 Vinyl Low -E Double Yes 0.34 0.31 N 15.0 It= 1 fl 0 in 1 ft0 in Drapes/blinds Exterior 5
10 S 9 Vinyl Low -E Double Yes 0.34 0.31 N 5 0 ft' 1 ft 0 in 11 It 8 in Drapes/blinds Exterior 5
11 S 9 Vinyl Low -E Double Yes 0.34 0.31 N 19.3 fl' 1 It 0 in 11 It 8 in Drapes/blinds Exterior 5
5/9/2018 9:33 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
5/9/2018 9 33 AM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 4 of 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 455 ff' 455 R' 64 ft 8 It 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000408 2762.4 15165 285.21 .3666 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF•8.4999 21 8 kBlu/hr 1 sys#1
2 Electric Heat Pump/ Split HSPF:8.4999 21.8 kBtu/hr 2 sys#2
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 16 25 2 kBtu/hr cfm 0.75 1 sys#1
2 Central Unit/ Split SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#2
HOT WATER SYSTEM
System Type SubType Location EF _ Cap _ _ Use SetPnt _ _ _ Conservation
1 Electric None Garage 0.95 50 gal 62 3 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model # Area Volume FEF
None None fl'
DUCTS
Supply ---- Return ---- Air CFM 25 CFM25 HVAC #
Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 293.4 fl Attic 73.35 ft Default Leakage 2nd Floor (Default) (Default) 1 1
2 Attic 6 223 W 2nd Floor 55.75 H Default Leakage 2nd Floor (Default) (Default) 2 2
5/9/2018 9 33 AM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 4 of 5
FORM R405-2017
5/9/2018 9.33 AM EnergyGaugeO USA - FlaRes2017 Section R405 4 1 Compliant Software Page 5 of 5
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Coolingjf
Heatin
j Jan
jX Jan
jj jj Feb
jXj Feb
MarfX} Mar
j
Apr
j A r j Ma
May
X] Jun
l ] Jun Julri
Jul X Aug
AuSep
Se OctJAOct Nov
NovH
Dec
Dec
Ventin Jan Feb X Mar X) A r [ I Ma l J Jun Jul Aug Se Oct Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
5/9/2018 9.33 AM EnergyGaugeO USA - FlaRes2017 Section R405 4 1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 95
The lower the EnergyPerformance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3 Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft')
7. Windows" Description
a. U-Faclor: Dbl, U=0.34
SHGC: SHGC=0.31
b. U -Factor. Dbl, U=0.58
SHGC: SHGC=0.32
c. U -Factor: N/A
SHGC:
d. U -Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. Floor Over Other Space
c. other (see details)
528 RED ROSE LANE, Sanford, FL, 32771
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Frame - Wood, Exterior R=130 1521.00 ft7
R=0.0
b. Concrete Block - Int Insul, Exterior R=4.1 1380.60 ft
1 c. Frame - Wood, Adjacent R=13.0 244.22 ft'
4 d. N/A R= fl=
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=38.0 1482.00 W
2582 b. Under Attic (Vented) R=30.0 30.00 ft'
c. N/A R= ft'
Area
11 Ducts R ft'
272 92 ft' a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4
b. Sup: Attic, Ret: 2nd Floor, AH. 2nd Floor 6 223
72.00 ft'
12. Cooling systems kBtu/hr Efficiency
fl= a. Central Unit 25 2 SEER:16.00
b. Central Unit 25.2 SEER:16.00
ft'
13. Heating systems
a. Electric Heat Pump
b. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
None
15 Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
kBtu/hr Efficiency
21.8 HSPF:8.50
21.8 HSPF:8.50
Cap. 50 gallons
EF. 0.95
Pstat
V 14E srgT,
o
a _ o
0
kr
C00 W's C4
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
5/9/2018 9:33 AM EnergyGauge® USA - FlaRes2017 - Section R405 4 1 Compliant Software Page 1 of 1
3.018 ft.
0.312
Insulation Area
R=0.0 1467.00 ft'
R=0.0 1102.00 ft'
R= 13.00 ft'
13. Heating systems
a. Electric Heat Pump
b. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
None
15 Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
kBtu/hr Efficiency
21.8 HSPF:8.50
21.8 HSPF:8.50
Cap. 50 gallons
EF. 0.95
Pstat
V 14E srgT,
o
a _ o
0
kr
C00 W's C4
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
5/9/2018 9:33 AM EnergyGauge® USA - FlaRes2017 - Section R405 4 1 Compliant Software Page 1 of 1
j' DEL -AIR Manual S Compliance Report
Nuffma-MCOMMM111 ahu 1
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407.333-3853 Web: WWW DEL-AIR.COM
For: Taylor Morrison
528 RED ROSE LANE, Sanford, FL 32771
Design Conditions
Equipment type: Split ASHP
Manufacturer:
Outdoor design DB: 92.5°F Sensible gain: 17957 Btuh
Outdoor design WB: 76.3°F Latent gain: 2627 Btuh
Indoor design DB: 75.0°F Total gain: 20583 Btuh
Indoor RH: 50% Estimated airflow: 840 cfm
Job: Lot2191rhornbrookeAna...
Date: 6/4/2014
By: FJF
Entering coil DB: 75.6°F
Entering coil WB: 62.7°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR
Actual airflow: 840 cfm
Sensible capacity: 19281 Btuh 107% of load
Latent capacity: 3227 Btuh 1230/6 of load
Total capacity: 22508 Btuh 109% of load SHR: 860/6
Design Conditions
Outdoor design DB: 41.7°F Heat loss: 18519 Btuh Entering coil DB: 69.4°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR
Actual airflow: 840 cfm
Output capacity: 22379 Btuh 121% of load Capacity balance: 37 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type
Manufacturer:
Actual airflow:
Output capacity:
Elec strip
Model:
840 cfm
5.0 kW 91% of load Temp. rise: 18 OF
Meets all requirements of ACCA Manual S.
wrightsoft- 2018 -May -09 09:28:53
Right-Suile® Universal 2018 18.0.13 RSU24011 Page 1
14C0" . eAnastasiaGRE\Lol219ThornbrookeAnastasiaGRE.rup Calc a MJ8 House laces: E
Manual S Compliance Report Job: Lo12191rhornbrookeAna...
1 DEL -AIR p p Date: 6/4/2014
11111"(1 - AMCO1Nf1010NB ahu 2 By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax: 407.333.3853 Web: WWW DEL -AIR COM
For: Taylor Morrison
528 RED ROSE LANE, Sanford, FL 32771
Design Conditions
Equipment type: Split ASHP
Manufacturer:
Outdoor design DB: 92.5°F Sensible gain: 17042 Btuh Entering coil DB: 78.0°F
Outdoor design WB: 76.3°F Latent gain: 2925 Btuh Entering coil WB: 63.9°F
Indoor design DB: 75.0°F Total gain: 19966 Btuh
Indoor RH: 50% Estimated airflow: 840 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR
Actual airflow: 840 cfm
Sensible capacity: 17647 Btuh 104% of load
Latent capacity: 3318 Btuh 113% of load
Total capacity: 20965 Btuh 1050/9 of load SHR: 84%
Design Conditions
Outdoor design DB: 41.7°F Heat loss: 13339 Btuh Entering coil DB: 69.0°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR
Actual airflow: 840 cim
Output capacity: 22420 Btuh 168% of load Capacity balance: 29 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type
Manufacturer:
Actual airflow:
Output capacity:
Elec strip
Model:
840 cfm
3.5 kW 88% of load Temp. rise: 13 OF
Meets all requirements of ACCA Manual S.
wrightsoft- 2018 -May -09 09 28 53
i Righl-Style® Universal 2018 18 0 13 RSU24011 Page 2
gyp`..eAnaslasiaGRE\Lol2l9ThornbrookeAnaslasiaGRE.rup Calc = MJ8 House laces. E
AIR Component Constructions Job: Lot219ThornbrookeAna...
Date: 6/4/2014DEL
tttMIG-MlC°"01111011Mr. Entire House
s
By: FJF
W
327
DEL -AIR HEATING & AIR CONDITIONING
0.340
all
2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, n
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web WWW DEL-AIR.COM
w
overhang (6.3 it window ht, 11.671t sep.); 6.67 it head ht all
2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap,
Project•
30.4
overhang (31t window ht, 1 ft sep.); 6.67 it head ht
15 0.340
For: Taylor Morrison
9.62 144 10.8 162
30
528 RED ROSE LANE, Sanford, FL 32771
0 9.62 289 30.4
Design Conditions
40 0.340 0 9.62 385
Location: Indoor: Heating
0.340
Cooling
Orlando Intl AP, FL, US Indoor temperature (°F) 70
3515
75
0.340
Elevation: 95 ft Design TD (°F) 28
10.6
18
58
Latitude: 28°N Relative humidity (%) 30
561
50
1769
Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5
9.62
46.4
22.4
Dry bulb (°F) 42 93 Infiltration:
0.340 0 9.62 58
Daily range (°F) - 17 ( M) Method Simplified
Wet bulb (°F) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
W B1uhm7-•F 111-•F/Bah Btuhm' Bah Bhrhmr Btuh
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum (ward int n 461 0.091 13.0 2.58 1186 2.34 1079
fnsh, 2"x4" wood firm, 16" o.c. stud a 240 0.091 13.0 2.58 618 2.34 562
s 470 0.091 13.0 2.58 1209 2.34 1100
W 200 0.091 13.0 2.58 515 2.34 469
all 1370 0.091 13.0 2.58 3528 2.34 3210
13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 470 0.201 0 5.69 2671 4.35 2044
board int fnsh a 51 0.201 0 5.69 292 4.35 223
se 24 0.201 0 5.69 134 4.35 102
s 470 0.201 0 5.69 2675 4.35 2046
w 158 0.201 0 5.69 897 4.35 686
all 1172 0.201 0 5.69 6668 4.35 5101
16A-30ad: Knee wall, asphalt shingles root mat, r-30 kw ins, 1/2" n 30 0.032 30.0 0.91 27 2.38 71
gypsum board int Irish
Partitions
12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int Irish, 2"x4"
wood Irm, 16" o.c. stud
Windows
2A-2ov• 2 glazing, Or low -e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n
1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It e
overhang (5 it window ht, 1 ft sep.); 6.67 ft head hi s
583
W
327
w
0.340
all
2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, n
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it w
overhang (6.3 it window ht, 11.671t sep.); 6.67 it head ht all
2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, s
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft
30.4
overhang (31t window ht, 1 ft sep.); 6.67 it head ht
15
227 0.091 130 2.58 583 1.44 327
30 0.340 0 9.62 289 10.6 317
30 0.340 0 9.62 289 30.4 911
15 0.340 0 9.62 144 10.8 162
30 0.340 0 9.62 289 30.4 911
40 0.340 0 9.62 385 30.4 1214
145 0.340 0 9.62 1395 24.2 3515
39 0.340 0 9.62 374 10.6 411
58 0.340 0 9.62 561 30.4 1769
97 0.340 0 9.62 935 22.4 2180
6 0.340 0 9.62 58 10.6 63
wrightsoft- 2018 -May -09 09:28:53
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eAnaslasiaGRE\Lot2l9ThornbrookeAnaslasiaGRE rup Calc - MJ8 House laces: E
2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, s 5 0.340
1/8" Ihk; NFRC rated (SHGC=O 31); 50% drapes, medium; 1 ft
overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 It head ht
2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, s 19 0.340
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft
overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 It head ht
2A-2omd: 2 glazing, clr low -e ouir, air gas, mill no brk Irm mat, clr innr, w 64 0.580
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft
window ht, 0 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type se 23 0.390
n 17 0.390
all 40 0.390
Ceilings
16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1483 0.026
gypsum board int fnsh
Floors
20P-191: Fir floor, Irm fir, 12" Ihkns, r-19 cav ins, gar ovr 13 0.050
22A-Ipl: Bg floor, light dry soil, on grade depth 148 0.989
wrightsof .
Righl•Suile® Universal 2018 18.0 13 RSU24011
ACCCk...eAnaslasiaGRE\Lol219ThornbrookeAnaslasiaGRE rup Calc - MJ8 House laces E
0 9.62 48 12.2 61
0 9.62 185 12.2 234
0 16.4 1050 16.8 1078
0 11.0 250 12.0 272
0 11.0 190 12.0 207
0 11.0 440 12.0 478
38.0 0.74 1091 1.41 2091
19.0 1.41 18 0.71 9
0 28.0 4140 0 0
2018 -May -09 09 28 53
Page 2
Component Constructions Job: Lot219ThornbrookeAna...
DEL --AIR P Date: 6/4/2014
ahu 1 By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407.333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
528 RED ROSE LANE, Sanford, FL 32771
Location:
Or
Indoor: Heating Cooling
Orlando Intl AP, FL, US
Loss Clg HTM
Indoor temperature (°F) 70 75
Elevation: 95 ft
Bluh1W-•F
Design TD (°F) 28 18
Latitude: 28°N
Btuh
Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4
Dry bulb (°F) 42 93 Infiltration:
470 0.201
Daily range (°F) - 17 ( M) Method Simplified
2044
Wet bulb (°F) - 76 Construction quality Average
0
Wind speed (mph) 15.0 7.5 Fireplaces 0
0
Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain
0.340 0
ha Bluh1W-•F n -F/BNh Bluh/IIJ Bluh Bahmt Btuh
Walls
561 30.4 1769
97 0.340 0 9.62 935
13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 470 0.201 0 5.69 2671 4.35 2044
board Int Irish a 51 0.201 0 5.69 292 4.35 223
0
se 24 0.201 0 5.69 134 4.35 102
250
s 470 0.201 0 5.69 2675 4.35 2046
207
w 158 0.201 0 5.69 897 4.35 686
all 1172 0.201 0 5.69 6668 4.35 5101
16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" n 30 0.032 30.0 0.91 27 2.38 71
gypsum board int Irish
Partitions
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 low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, n
1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It w
overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht all
2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, s
1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium: 1 ft
overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht
2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl firm mat, clr innr, 1/4" gap, s
1/8" thk; NFRC rated (SHGC=O 31); 50% drapes, medium; 1 It
overhang (6.25 ft window ht, 11.67 ft sep.); 6 67 It head ht
2A-2omd: 2 glazing, Or low -e ouir, air gas, mil no brk frm mat, Or innr, w
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft
window ht, 0 It sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type se
n
all
227 0.091 13.0 2.58 583 1.44 327
39 0.340 0 9.62 374 10.6 411
58 0.340 0 9.62 561 30.4 1769
97 0.340 0 9.62 935 22.4 2180
5 0.340 0 9.62 48 12.2 61
19 0.340 0 9.62 185 12.2 234
64 0.580 0 16.4 1050 16.8 1078
23 0.390 0 11.0 250 12.0 272
17 0.390 0 110 190 12.0 207
40 0.390 0 11.0 440 12.0 478
wrightsoft- 2018 -May -09 09:28:53
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eAnaslasiaGRE\Lot219ThornbrookeAnaslasiaGRE rup Calc - MJ8 House laces E
Ceilings
16B-38ad- Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 13 0.026
gypsum board int fnsh
Floors
22A-Ipl: Bg floor, light dry soil, on grade depth 148 0.989
41- wrightsoft^
Righl•Suile® Universal 2018 18.0.13 RSU24011
ACO"..eAnaslasiaGRE\Lol219ThornbrookeAnaslasiaGRE.rup Calc = MJ8 House laces
38.0 0.74 10 1.41 19
0 28.0 4140 0 0
2018 -May -09 09:28.53
Page 4
Component Constructions Job: LOt219ThonbrOOkeAna ...
Date: 6/4/2014DEL-AIR
NtiAMG-AMCONDIf10 (1i ahu 2 By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333.2665 Fax* 407-333-3853 Web WWW.DEL-AIR.COM
Project•
For: Taylor Morrison
528 RED ROSE LANE, Sanford, FL 32771
Design Conditions
Location: Indoor: Heating Cooling
Orlando Intl AP, FL, US Indoor temperature (°F) 70 75
Elevation: 95 it Design TD (°F) 28 18
Latitude: 28°N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4
Dry bulb (°F) 42 93 Infiltration:
Daily range (°F) - 17 ( M) Method Simplified
Wet bulb (°F) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
hr Btuhmr•-F hl.-F/Bluh BNhmr BNh eh,hmr Bh,h
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav Ins, 1/2" gypsum board int n 461 0.091 13.0 2.58 1186 2.34 1079
Insh, 2"x4" wood frm, 16" o.c. stud a 240 0.091 13.0 2.58 618 2.34 562
s 470 0.091 13.0 2.58 1209 2.34 1100
W 200 0.091 13.0 2.58 515 2.34 469
all 1370 0.091 13.0 2.58 3528 2.34 3210
Partitions
none)
Windows
2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n 30 0.340 0 9.62 289 10.6 317
1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium, 1 it e 30 0.340 0 9.62 289 30.4 911
overhang (5 ft window ht, 1 R sep.); 6.67 f1 head ht s 15 0.340 0 9.62 144 10.8 162
W 30 0.340 0 9.62 289 30.4 911
W 40 0.340 0 9.62 385 30.4 1214
all 145 0.340 0 9.62 1395 24.2 3515
2A-2ov: 2 glazing, clr low -e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 6 0.340 0 9.62 58 10.6 63
1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it
overhang (3 it window ht, 1 it sep.); 6.67 R head ht
Doors
none)
Ceilings
16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil Ins, 1/2' 1469 0.026 38.0 0.74 1081 1.41 2072
gypsum board int Irish
Floors
20P-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9
wright5oft- 2018 -May -09 09:28:53
Right-SuileO Universal 2018 18.0.13 RSU24011 Page 5
0...eAnaslasiaGRE\Lol219ThornbrookeAnaslasiaGRE rup Calc = MJ8 House faces E
1 DEL -AIR Project Summary Job: Lot219ThornbrookeAna...
1 7 Date: 6/4/2014
HEATING-MRCGNDIi1GN@IG Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax. 407.333.3853 Web WWW DEL-AIR.COM
For: Taylor Morrison
528 RED ROSE LANE, Sanford, FL 32771
Notes: RVSD 2/1/16 JA
LS 3/8/16
LS 6/21/16 JA
LS 10/27/16 JA
Desi_qn Information
LS3/ /147A
LS 11 A: Orlando Intl AP, FL, US
Winter Design 04WA Summer Design Conditions
Outside db LS 4/12/1=A°F Outside db 93 OF
Inside db LS 5/3/18 OF Inside db 75 OF
Design TD LS 5/9/18 OF Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 25878 Btuh Structure 26604 Btuh
Ducts 5980 Btuh Ducts 8394 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 31858 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 34998 Btuh
Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage
Fireplaces 0 Structure 4165 Btuh
Ducts 1386 Btuh
Central vent (0 cfm) 0 Btuh
Heating Cooling
Area (ft2) 2582 2582 Equipment latent load 5551 Btuh
Volume (ft3) 26938 26938
Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 40550 Btuh
Equiv. AVF (cfm) 184 94 Req. total capacity at 0.70 SHR 4.2 ton
Heating Equipment Summary Cooling Equipment Summary
Make n/a Make n/a
Trade n/a Trade n/a
Model n/a Cond n/a
AHRI ref. n/a Coil rda
AHRI ref. n/a
Efficiency n/a Efficiency n/a
Heating input Sensible cooling 0 Btuh
Heating output 0 Btuh Latent cooling 0 Btuh
Temperature rise 0 OF Total cooling 0 Btuh
Actual air flow 0 cfm Actual air flow 0 cfm
Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat n/a Load sensible heat ratio 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightsoftt- 2018 -May -09 09 28:53
Right-SuileO Universal 2018 18 0 13 RSU24011 page tA%CK eAnaslasiaGRE\L01219ThornbrookeAnaslasiaGRE.rup Calc - MJ8 House laces: E
Project Summar Job: Lo12191rhornbrookeAnaDEL-A R Date: 6/4/2014
ah1 ... By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
528 RED ROSE LANE, Sanford, FL 32771
Notes: RVSD 2/1/16 JA
LS 3/8/16
LS 6/21/16 JA
LS 10/27/16 JA
Pesign Information
LS 3/ /17 A
LS 11/ A Orlando Intl AP, FL, US
Winter Design WW4 Summer Design Conditions
Outside db LS 4/12/181.2A OF Outside db 93 OF
Inside db LS 5/3/18 OF Inside db 75 OFJA
Design TD LS 5/9/18 OF Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 46 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 16835 Btuh Structure 16324 Btuh
Ducts 1684 Btuh Ducts 1632 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
none none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 18519 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 17957 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 2627 Btuh
Ducts 0 Btuh
Central vent (0 cfm) 0 Btuh
Heating cooling none)
Area (ft2 1467 1467 Equipment latent load 2627 Btuh
Volume (W) 13715 13715
Air changes/hour 0.39 0.20 Equipment Total Load (Sen+Lat) 20583 Btuh
Equiv. AVF (cfm) 89 45 Req. total capacity at 0.75 SHR 2.0 ton
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make Lennox
Trade MERIT Trade MERIT
Model 14HPX-024-230-19 Cond 14HPX-024-230-19
AHRI ref 10258598 Coil CBA27UHE-024-230'++TDR
A H R I ref 10258598
Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER
Heating input Sensible cooling 18900 Btuh
Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh
Temperature rise 24 OF Total cooling 25200 Btuh
Actual air flow 840 cim Actual air flow 840 cfm
Air flow factor 0.045 cfm/Btuh Air flow factor 0.047 cfm/Btuh
Static pressure 0.30 in H2O Static pressure 0.30 in H2O
Space thermostat Load sensible heat ratio 0.87
Capacity balance point = 37 OF
Backup:
Input = 5 kW, Output = 16909 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 81h Ed.
pp- wrightsoft- 2018 May -09 09 28:53
CP. - • - - •^ -• Right-Sude® Universal 2018 18.0.13 RSU24011 Page 2MeAnaslasiaGRE%Lol219ThornbrookeAnaslasiaGRE rup Calc = MJ8 House laces: E
1' DEL -AIR Project Summary
xutlolc • am cmmrr>o mrc ahu 2
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333-3853 Web WWW DEL -AIR COM
For: Taylor Morrison
528 RED ROSE LANE, Sanford, FL 32771
Job: Lot219ThornbrookeAna...
Date: 6/4/2014
By: FJF
Notes: RVSD 2/1/16 JA
Cooling
LS 3/8/16
1115
LS 6/21/16 JA
13223
LS 10/27/16 JA
0.22
96
InformationDesign
LS 3/ /17 A
LS 11 X Orlando Intl AR FL, US
Winter Design 04WA Summer Design Conditions
Outside db LS 4/12/1 WA OF Outside db 93 OF
Inside db LS 5/3/18A OF Inside db 75 OF
Design TD LS 5/9/18 A OF Design TD 18 OF
Heating Summary
Structure 9043 Btuh
Ducts 4296 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 13339 Btuh
Infiltration
Method
Construction quality
Fireplaces
Area (ftZ
Volume (ft3)
Air changes/hour
Equiv. AVF (cfm)
Simplified
Average
0
Heating Cooling
1115 1115
13223 13223
0.43 0.22
96 49
Dally range
Relative humidity
Moisture difference
M
50 %
46 gr/Ib
Sensible Cooling Equipment Load Sizing
Structure 10280 Btuh
Ducts 6761 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Btuh
Rate/swing multiplier 1.00
ton
Equipment sensible load 17042 Btuh
Latent Cooling Equipment Load Sizing
Structure 1538 Btuh
Ducts 1386 Btuh
Central vent (0 cfm) 0 Btuh
pone)
Equipment latent load 2925 Btuh
Equipment Total Load(Sen+Lat) 19966 Btuh
Req. total capacity at 0.75 SHR 1.9 ton
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make Lennox
Trade MERIT Trade MERIT
Model 14HPX-024-230-19 Cond 14HPX-024-230-19
AHRI ret 10258598 Coil CBA27UHE-024-230'++TDR
AH R I ref 10258598
Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER
Heating input Sensible cooling 18900 Btuh
Healing output 21800 Btuh @ 47°F Latent cooling 6300 Btuh
Temperature rise 24 OF Total cooling 25200 Btuh
Actual air flow 840 cfm Actual air flow 840 cfm
Air flow factor 0.063 cfm/Btuh Air flow factor 0.049 cfm/Btuh
Static pressure 0.30 in H2O Static pressure 0.30 in H2O
Space thermostat Load sensible heat ratio 0.85
Capacity balance point = 29 OF
Backup:
Input = 3 kW, Output = 11784 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrGghtsoft- 2018 -May -09 09:28.53
Righl-SudeO Universal 2018 18 0.13 RSU24011 Pae 3
4CCP. 9
eAnaslas aGRE1Lo12197hornbrookeAnaslasiaGRE rup Calc = MJ8 House laces. E
DEL --AIR Right -J® Worksheet
NUTM-°"r`"ON"
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot 219ThornbrookeAnastas...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
Entire House
316.9 It
9.2 Il
2939.3 IIT
ahu 1
147.911
9.3 It
1470 0 112
Ty Construction
number
U -value
BlulUltz•F)
Or HTM
BI 112)
Area (112)
or perimeter (11)
Load
BI h)
Area (I12)
or perimeter (11)
Load
Bluh)
Heat Cool Gross N/P/S Heal Cod Gross N/P/S Heat Cool
6
11
V/
C
tVy G
W __
y/
L -G
W -
t -D
V
C
t -f
Vjl
I -C
1-(
Vel
I -G
1--(;
V/
I --G
l -C_
P
C -
F_
12C-Osw - -- --
13A-2ocs
2A -20v _
16A-30ad_ - _ __
12C -Os w
2A-2ov _ _-
13A_2ocs -
13A-2ocs
11DO
12C-Osw -
2A-2ov
2A-2ov
13A-2ocs
2A-2ov
2A-2ov
12C-Osw
2A-2ov
2B -21v--.
13A-2ocs
2A-2omd
2A-2ov_ __ ___
12C-Osw
11D0_____ -
168_38ad _ _
2OP-191 _ _ _
22A_Id
0.091
0.201
0_340
0,032
0.091
0.340
0.201
0.201
0.390
0.091
0.340
0.340
0.201
0.340
CLW
0.091
0.340
0-.340
0.201
0.580
0.340
0.091
0.390
0.026
0.050
0 989
n
n_
n
n
n
a
e
e
se
se
s -
s
s
s
s
s_
w
w
w
w
w
w
n
0.74__
2.58 2.34
96210.58
5.69 4.35
9_62. _10.58
0.91 2.38
258 2.34
9 62 - 30.36
569 4.3551
569 4.35
11.04 11.99
2.58 - - 2.34
9.62 1058
9.62 1.0.77
569 4.35
962 12.15
962 12.15
2.58 2.34
9.62 30.36
9.62 30.36
5.69 4.35
16.41 1685
9.62 _ 30_36
2.58 1.44
11.04 ___11.99_
1.41
1_41 _ 0.71
27.99 _0.00
491
30
0
0
508
39
0
0__q
470
0
0
2671
374
0
0
2044
411
461
0
1186
289
2671
374
1079
317
508----470
39 0
2044
411
30
270
30
30
240
0
27 71 30
0
0
30
0
0
27
0
0
71
0
A
223
102
272
6
0
0
2046
61
234
0
0
0
686
1078
1769
327
19
618
289
292
134
250
1209
58
144
2675
48
185
562
911-
223
102
272
46
23
51
24
23
51
46
23
51
24
23
292
IN
250
491
6
15
494
5
190
470
6
13
470
0
1100
63
162
2046
61
234
0
0
0
494
5
19
0
0
0
470
0
0
0
0
0
2675
48
185
270
30
40
280
64
58
20D
0
0
158
64
0
515
289
385
897
1050
561
583
190-207.__
1091
1$
469
911
1214
0
0
0___
280
64
58
0
0
0
158
64
0
227
17
j3_)0
Q
148
0
0
0
686
1078
1769
897
1050
561
583
190_207
0
244
1.7.___1Z
1_483
13
227
1483
13
327
2091
9_Q
244
17
t3
1470
0
01470148414004140
6 c) AED excursion 2580 2109
Envelope loss/gain 20168 210011 14088 11659
12 a) Infiltration
b) Room ventilation
5711
0
1809
0
2748
0
870
0
13 Internal gains: Occupants @ 230
Appliances/other
6 1380
2415
6 1380
2415
Sublotal (lines 6 to 13) 25878 26604 16835 16324
14
15
Less external load
Less transfer
Redslnbulion
Subtotal
Duct loads 231/6 32"/0
0
0
0
25878
1 5980
0
0
0
26604
8394 10% 1 10%
0
0
0
16835
1684
0
0
0
16324
1632
Total room load
Air required (clm)
31858
1680
34998
1680 1 18519
1 840
17957
840
Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed.
w!711 1 s- - 2018 -May -09 09:28 53
Right-Smle® Universal 2018 18.0 13 RSU24011 Page 1
eAnastasiaGRE%Lol219ThornbrookeAnaslasiaGRE rup Calc = MJ8 House laces. E
DEL-AIR Right -JO Worksheet
Nurm-=COM °MM
Entire House
DEL -AIR HEATING & AIR
CPNDITIONING
531 CODISCO WAY, SANFORD. FL 32771 hone' 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM
Job: LOI219ThornbrookeAnastaS...
Date: 6/4/2014
By: FJF
Room
2
3
4
5
name
Exposed wall
Room height
Room dimensions
Room area
ahu 2
169.0 II
9.0 It
14693 112
Ty Construction
number
U -value
Bluh/112-•F)
Or HTM
BI 112)
Area (Ili)
or perimeter (It)
Load
BI h)
Area
or perimeter
Load
Heat cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod
6 VI/
G
1210-Osw
2A-2ov
0 091
0340
n
n
n
n
2.58
9_62
5.69
962
2.34
10.58
4.35
10.58
491
30
0
0
461
0
0
0
1186
289
0
0
1079
317
0
0
Vy
1-10'
13A-2ocs
2A-2ov
0.201
0 340
11 W 16A-30ad 003 n 0.91 2.38 0 0 0 0
Vp
Y -G_
12C-Osw 0.091
0 340
a
a
2.58
962
2.34
30.36
270
30
240
0
618
289
562
911
W
2A-2ov
13A-2ocs 0.201 5.69 4.35 0 6 0 0
y/
0
t3A-2ocs
11 DO
0.201
0.390
e
se
se
5.69
1104
4.35
1199
0
0
0
0
0
0
0
0
1210-0sw
2A-2ov
2A-2ov
0.091
0.340
0.340
s
s
s
2.58
9.62
9.62
2.34
10.58
10.77
491
6
15
470
6
13
1209
58
144
1100
63
162
0
0
0
Vp
1{--
cG
13A-2ocs -- ----
2A-2ov
2A-2ov
0.201
0 340
0 340
s
s
s
5.69
9.62
962
4.35
12.15
1215
0
0
0
0
0
0
0
0
0
Vjl
1213.0sw
2A-2ov
28-21v
13A-2ocs
2A-2omd
2A-2ov
0 091
0.340
0;L40
w
w
w
2.58
9.62
9 62
2.34
30.36
3.36
270
30
40
200
0
0
515
289
385
469
911
1214
0201
0.580
0.340
w
w
w
5.69
16.41
962
4.35
16.85
30.36
0
0
0
0
0
0
0
0
0
0
0
0
P
L -D-
C
12C-Osw
11 D0
116B -Mid
0.091
0.390
2.5B
11.0.4.
0.74
1.44
11.99
1.41
0
0
0
0
1469
0
0
0
0
0.026
n-
1469 1081 2072
F 20P-191 0.050 1.41 0.71 1$ 13 18 9
F 22A-tpl 0.989 27.99 0.00 0 0 0 0
1- F
6 c) AED excursion 472
Envelope loss/gain 6080 9342
12 a) Infiltration
b) Room ventilation
2963
0
939
0
13 Internal gains Occupants @ 230
Appliances/other
0 0
0
Subtotal (lines 6 to 13) 9043 10280
14
Less external load
Less transfer
Redislnbution
Sublolal
Duct loads 1 48°x, 66%
0
0
0
9043
4296
0
0
0
10280
6761
r Total room load
Air required (clm)
13339
640
17042
840
Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed.
2018 -May -09 09 28.53
ACCO"
Righl-Suite® Universal 2018 18.0.13 RSU24011 Page 2
eAnaslasiaGRE\Lol219ThornbrookeAnastasiaGRE rup Calc = MJ8 House faces, E
1' DEL -AIR
mmno • oa cowmlmmre
Right -JO Worksheet
ahu 1
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 327711 PhoneND4071ON665'Fax 407-333-3853 Web: WWW DEL -AIR COM
Job: Lo1219ThornbrookeAnastas...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
ahu 1
147.9 It
9.3 It
14700 112
msir rm
42.0 II
93 11 heal/cool
17.0 x 15.5 It
263 5 It=
Ty Construction
number
U•value
Bluh/Ilz'F)
Or HTM
BI 112)
Area (II9
or perimeter (It)
Load
Btuh)
Area (119
or perimeter (11)
Load
Bluh)
Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod
6 VLC12C-Osw
9L22ov
0.091
0.340
n
n
0.00
0_00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
t-; 13A•2ocs
2A•2ov
0.201
0.340
n
n
569
962
4.35
1058
508
39
470
0
2671
374
2044
411
89
0
89
0
504
0
386
0
11 W 16A-30ad 0.032 n 091 2.38 30 30 27 71 30 30 27 71
y/ 1= 12C -Os w
2A•2ov
0.091
0.340
a
a
0.00
0_00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl
D
13A-2ocs 0.201 a 5.69 4.35
4.35
11.99
51 292 223 0 0 0__0
0
0
13A•2ocs
11DO
0.201
0.390
se
se
5.69
11.04
51
46
23
24
23
134
250
102
272
0
0
0
0
0
0
T= 12C-Osw
2A-2ov
2A-2ov
0.091
0.340
0.340
s
s
s
0.00
000
0_00
5.69
9.62
9.62
0.00
000
0.00
4.35
1215
12.15
0
0
0-0--
0
0
0
0
0
2675
48
185
0
0
0
0
0
0
0
0
0
0
0
0
902
0
0
0
0
o
690
0
0
13A-2ocs
2A-2ov
2A-2ov
0.201
0.340
0 340
s
s
s
494
5
19
470
0
0
2046
61
234
159
0
0
159
0
0
12C-Osw
2A -ZDV
2B -21v
0.091
0.340
0.340
w
w
w
0.00
0.00
0_00
5.69
16.41
962
0.00
0.00
0_00
4.35
16.85
3036
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
00
0
0
0
0
0
0
y/
1--
G
13A-2ocs
2A-2omd
2A-2ov
0201
0.580
0.340
w
w
w
280
64
58
158
64
0
897
1050
561
686
1078
1769
145
0
58
86
0
0
491
0
561
376
0
1769
PII --
D_
C
12C-Osw
11 DO
16B•38ad
0.091
0.390 n_
2.58
11.0.4
0.74
1.44
11.99
1.41.
244
17.
227
1.7
583
190
10
327
207.
0
0
0
0
0
0
0
0
00.026 13 13 19 0 0 0
F 2OP-191 0050 0_00 0.00
0_00
0 0 0 Q 0 0 0 0
F 22A-Ipl0_989 27.99 1470 148 4140 0 264 42 1176 0
6 c) AED excursion 2109 916
Envelope loss/gain 14088 116591 3661 4208
12 a) Infiltration
b) Room ventilation
2748
0
870
0
822
0
260
0
13 Internal gains. Occupants @ 230
Appliances/other
6 1380
2415
1 230
600
Subtotal (lines 6 to 13) 16835 16324 4483 5298
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 10% 10'/0 1
0
0
0
16835
1684
0
0
0
16324
1632 10% 1 10^/0
0
0
0
4483
448
0
0
0
5298
530
Total room load
Air required (cim)
18519
840
17957
840
4931
224
5828
273
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
AC-
wrGgFstsoit^ 2018 -May -09 09 28'53
S Right -Suite® Universal 2018 18.0.13 RSU24011 Page 3
eAnaslasraGRE\Lol219ThornbrookeAnaslasiaGRE.rup Calc = MJ8 House laces. E
jDEL-AIR Right -J® Worksheet
MAIM
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 COD ISCO WAY, SAN FORD, FL 32771 Phone. 407-333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR COM
Job: Lot219ThornbrookeAnastas...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
mstr bth
12.0 11
9.3 11 heat/cool
12.0 x 8.0 It
96.0 II=
mslr wic
0 It
9.3 It heat/cool
6.5 x 7.5 It
48.8 II2
Ty Construction
number
U -value
BluIVII? OF)
Or HTM
BtuNltq
Area (II2)
or perimeter (II)
Load
BI h)
Area (112)
or perimeter (11)
Load
Btuh)
Heal Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cod
6
11
VI/ --
C
t - G
12C-Osw
2A-2ov _
13A-2ocs
2A-2ov0.340
16A-30ad
12C -Os w
2A-2ov
13A-2ocs
13A-2ocs
11D0- _- __-
12C-0sw
2A-2ov
2A-2ov
13A-2ocs
2A-2ov
2A -20v
0
0
0
0
0
0_
0
0
0
00
0
0
6
0
0
0
0
0.091
0.340
0.201
n
n _
n
n
0 00
000
569
9.62
0.91
0.00
0.00
5.69
569
11.04
000
0.00
4.35
10.58
2.38
0.00
0.00
4.35
4.35
11.99___--_-0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
y/
1.___f
VG
Vj!
G
t --G
VN
0.09_2
0.091
0.340
0.201
0.201
0.390
n-
a
a
a
se
se
0,_
0
0
0
0
0
0
0
0
0 0______0
0
0
0
0
0-
0
0
00-
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
112
0
0
0
0
0
0
0
0
0
0
0_
0
0
0
0.091
0.340
0.340
0.201
0.340
0.340
s
s
s_
s
s
s
0.00
0.00
0.00
5.69
9.62
9.62
0.00
0.00
10.
00
4.35
12.15
12.15
0
0
0_
112
0
0
0
0
0
637
0
0
0
0
0
487
0
0
G
r --G
12C-Osw
2A-2ov
2B -21v0.340
13A-2ocs - -
2A-2omd
0.091
0.340
0.201
0.560
0.340
w
w
w
w
w
w
0.00
0.00
0.00
5.69
16.41
962
0.00
0.00
O.OD
4.35
16.85
30.36
0
0
0
0
0
0
0
0
0
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P
LD
q__ - -
F _
F
2A-2ov
12C-Osw
11DO -_-_ -
16B-38ad
20P-191_-
22A -Id
0.091
0.390
0.026
0.050
0;989
n_
2.58__
17.0.4
0 74
1.44
11.99
1 41
0
0
0
0
0
0
0
0
0
0
d_0___0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0
Z799
0_OQ p_00 0 0 0
336
0
0
0
490.00 96 12
6 c) AED excursion 13 0
Envelope losstgain 973 474 0 0
12 a) Infiltration
b) Room ventilation
218
0
69
0
0
0
0
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
0
0 0
5
Subtotal (lines 6 to 13) 1191 543 0 5
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duclloads 10% 10'/0
0
0
0
1191
119
0
0
0
543
54 10% 1 10"/-
0
0
0
0
0
0
0
0
5
0
Total room load
Air required (c1m) I 1 1 1310
59
598
28
0
0
5
0
Calculations wDroved by ACCA to meet all reauirements of Manual J 8th Ed
i' wrigFslsoft- 2018 -May -09 09 28 53
AGS
Righl-Suite® Universal 2018 18.0.13 RSU24011 Page 4
eAnaslasiaGRE%Lol219ThornbrookeAnaslasiaGRE.rup Calc - MJ8 House laces: E
MDEL--AIR
annro-.cmmmmmw
Right -JO Worksheet
ahu 1
DEL -AIR HEATING & AIR
PqNDITIONING531CODISCOWAY, SANFORD, FL 327hone: 407.333.2665 ax: 407-333-3853 Web WWW DEL -AIR COM
Job: Lot219ThornbrookeAnastaS...
Date: 6/4/2014
By: FJF
Room
2
3
4
5
name
Exposed wall
Room height
Room dimensions
Room area
mslr we
0 It
9.3 It heat/cool
55 x 3.5 If
193 112
study
21.0 It
93 It heat/cool
1.0 x 146.5 It
146.5 112
Ty Construction
number U -valueBtulVII2-•F) Or HTM
BI f12)
Area (112)
or perimeter (11)
Load
Bluh)
Area (112)
or perimeter (II)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
11
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O_
0
0
0
0
0
0
0
0
yJ
1__3_
12C-Osw
2A_2ov
13A-2ocs
2A-2ov
0.091
0_340
0.201
0_340
0.091
3400_
201
n
n
n
n
n
a
a
0.00 0.00
0.00 ___Q.00
5.69 4.35
9.62 10_58
0:91 239
0.00 000
0_00 0_00
5.69 -_ 4,35
5.69 4.35
11.04 11.99
0.00 - 0.00
0.00 0.00
0.00 _ 0.00
5.69 4.35
9.62 12.15
9.62 12.15
0
0
0
0
0
0
0
0
W
yJ
i -C'_
16A-30ad_0.032
12C-Osw
2A-2oy
13A-2ocs _ _
13A-2ocs
11 DO
12C-Osw - ---
2A-2ov
2A-2ov
13A-2ocs
2A-2ov
2A-2ov
0 0 0 0
0
0
0
0
0
0
0
0
51
0
0
0
0
0
51
0
0
0 0
0
0
0
0
0
0
0
0
0
0
W -
yl
D
0
0.201
0.390
0.091
0.340
0.340
0.201
0.340
0.340
e
sB
se
s
s
s
s
s
s
0
0
0
U
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
292
0
0
223
0
0
Vjl 0
0
0
0
0
0
0
0
0
0
0
0
U
0
0
145
0
19
0
0
0
125
0
0
0
0
0
713
0
185
0
0
0
545
0
234
G
r --G_
P
L --D
C
F
12C-Osw
2A-2ov
2B_21v
13A-2ocs
2A-2omd
2A-2ov
12C-Osw
t.t DO------ -- - - --
16B-38ad _ _ -_
20P_t l _
22A_ Id-- -
0.091
0.340
0.34
0.201
0.580
0_340
w
w
w
w
w
w
0.00 0.00
0.00 0.00
0.00 _ 0_00
5.69 4.35
16.41 16.85
9_62 _30_36
2.58 1.44
11.04 _11.99
074 1.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0--
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6
0
0_-
0
0
0_
0
0
0
0
0
0
0
0
0
0
0-
0.091
0.390.
QL026
O50
0_989
n
0
0
0
0
0
0
0
147
0
0
0
0
0
0
0
0
0
0
0
0. 00 00_00 0 0
0_ F - 27 99 _-OM 19
6 c) AED excursion 0 35
Envelope loss/gain 0 0 1778 1038
12 a) Infiltration
b) Room vernilalion
0
0
0
0
382
0
121
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
5
0 0
0
Subtotal (lines 6 to 13) 0 5 2160 1159
14
15
Less external load
Less transfer
Redtslribuuon
Subtotal
Duct loads 10'/0 1 10*/ol
0
0
0
0
0
0
0
0
5
0 10% 10'/0
0
0
0
2160
216
0
0
0
1159
116
Total room load
Air required (clm)
0
0
5
01 1 2376
108
1275
60
Calculations approved by ACCA to meet all requirements of Manual J 81h Ed.
rk- 2018 -May -09 09:28:53
Right-SuileO Universal 2018 18 0 13 RSU24011 Page 5
eAnaslasiaGRE\Lol219ThornbrookeAnaslasiaGRE.rup Calc - MJ8 House faces E
DEL --AIR Right -JO Worksheet
I.Df I101-AM G11Y
ahu 1
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD. FL 3277(11 hone 40 ION6NGax: 407.333-3853 Web WWW DEL -AIR COM
Job: LotMThornbrookeAnastas...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
ubl
4.0 It
93 It heal/cool
4.0 x 11.5 It
460 112
pwdr
4.0 It
93 It heat/cool
4.0 x 11.5 11
46.0 IIt
Ty Construction
number
U -value
Bluh/11;eF)
Or HTM
BIuI1/ll
Area (IlzI
or perimeter (11)
Load
Bluh)
Area (112)
or perimeter (fl)
Load
Bluh)
Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6
11
VLC12C-Osw 0.091
0.340
0.201
0.340
0.032._-n
0.091
0.340
n
n _
n
n
e
e
0.00
0.00
5.69
9.62
0.91
000
0 00
5.69
569
11 04
0.00
09P
435
10.58
2_ _ 38
000
000
435
4.35
11.99
0
0
0
0
0
0
0
0
2A-2ov
0
0
0
0
0
o-
0
0
0
o-
0
0
0
0
Vj/
L ---G
13A-2ocs
2A-2ov
0
0
0
0
0
0
0
0
0
0
W16A-30ad
y/ -
L
12C -Osw
2A-2ov
13A-2aos
13A-2ocs
11 DO
0
0
0
0___
0
0
0 0 0____0_ 0 0
0
0
0
0
0
0
0
0
0
0
0
0
W
y/
L -D
0.201
0.201
0 390
a
se
se_
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V
t -G
C
12C-Osw
2A-2ov
2A-2ov
13A-2ocs
2A-2ov
2A-2ov
0.091
0 340
0 340
0.201
0 340
0 340
5
s
s
s
s
s
01X1
0.00
0.00
5.69
9.62
9.62
0.00
000
0 00
4.35
1215
1215
0
0
0_
37
0
0
0
0
0
37
0
0
0
0
0
212
0
0
0
0
0
162
0
0
0
0
0
37
5
0
0
0
0
32
0
0
0
0
0
184
48
0
0
0
0
141
61
0
CL
V/
C
TG_
12C-Os
2A-2ov
2B -21v
0.091
0.340
0 340
w
w
w
0.00
0.00
0.00
000
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-2ocs
2A-2omd
0.201
0 580
0.340
w
w
w
5.69
16 41
9.62
258
11.04
0.74
435
16 85
3.0 36
144
11.99
141
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P1 -
D.
C
F
2A-2ov
12C-Osw
J1D0-- _ ___ _
168.38ad
26f -701
0.091
0.390
0.026
0.050
0 989
n
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
000000
0.00
27 99
0.00
0.00
0
46
0
4
0
112
0
0
0
46
0
4
0
112
0
0F22A41:11 _ __ _
6 c) AED excursion 18 11
Envelope loss/gain 324 1441 344 212
12 a) Inliltration
b) Room ventilation
73
0
23
0
73
0
23
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
600
0 0
0
Subtotal (lines 6 to 13) 397 767 417 235
14
15
Less external load
Less transler
Redisiribution
Subtotal
Duct loads 10% 10% 1
0
0
0
397
40
0
0
0
767
77 10% 1 10%
0
0
0
417
42
0
0
0
235
24
Total room load
Air required (cfm)
437
20
844
39
458
21
259
12
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrGgFstsoft 2018 -May -09 09 28.53
ZcA Rrghl-SuileO Universal 2018 18 0 13 RSU24011 Page 6
eAnaslasiaGRE\Lo12l9ThornbrookeAnastasiaGRE rup Calc = MJ8 House laces: E
DEL -AIR
1UTM • = ommnamw
Right -JO Worksheet
ahu 1
DEL -AIR HEATING & AIR
NDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax 407-333.3853 Web- WWW.DEL-AIR.COM
Job: Lot219ThornbrookeAnastas...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
family rm
350 II
9.3 It heal/cool
20.5 x 145 II
2973 112
dining rm
10.0 11
9.3 It heal/cool
1.0 x 210.0 It
210 0 W
Ty Construction
number
U -value
Bluh/Ilz "F)
Or HTM
BI f12)
Area (112)
or perimeter (11)
Load
Elf h)
Area (fig
or penmeter (11)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6
11
VN -
C
G
W
V/
G
VV--
VU
Y -O
y/
G
G
Vjl
F -C
P
L---D
C - _
F
F___
12C-Osw
2A-2ov
13A-2ocs - -
2A-2ov
16A_30ad___-___- _
12C -Os w
2A-2ov
13A-2ocs -
13A-2ocs
11DO _
12C-Osw
2A-2ov
2A-2ov
13A-2ocs
2A-2ov
2A-2ov_ _ --0.340
12C-Osw
2A-2ov
2B -21v
13A-2ocs
2A-2omd
2A_2ov_--_-_
12C-Osw
11DO _ --
16B-38ad_ _ _-_
20P-191
22A_tpl _
0.091
0.340
0.201
0.340
0.032
0.091
0.340
0.201
0.201
0390
0.091
0.340
0.340
0.201
0.340
0.091
0.340
0.340
0.201
0.580
0_340
0 091
0.390
0.026
0Q50__00--
0.989
n
n
n
n
n
a
a
e
se
se
s
s
s
s
s
s
w
w
w
w
w
w
n
0.00
0_00
5.69
9_62
0.91
000
000
569
564
11 04
0.00
000
435
10.58
0
0
0
0
310
374
0
0
237
411
0
00
191
0
0
191
0
0
0
0
0
0
0
1088
0
832
0
93
39
54
0
2.'38
0.00
0_00_
00_
0'
0
0 0
0
0
0_____0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0-
0
0
4.35
4.35
11.99
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
000
0.00
0.00
5.69
9.62
9.62
0.00
0.00
0.00
5.69
16.41
9_62
2.58
11.04
0.74
27.99
0.00
0.00
0.00
435
1215
1215
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.00
0.00
X00
4.35
16.85
3036
0
0
0
135
64
0
0
0
0_
71
64
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
405
1050
0
310
1078
0
0
0
0
0
0
0
1.44
1.1.99
1.41-
0
0
0
0
297
0
0_
0
0
0
0-0--0.
0
0
Q__-_
0
6
0
0---
210
0
0
0
10
0
0
0
0
0
0
0
0
0
0--- 0'-OQ
0:00 35 980
6 c) AED excursion 1267 22
Envelope loss/gain 3524 3487 963 626
12 a) Initltrabon
b) Room ventilation
636
0
201
0
182
0
58
0
13 Internal gains- Occupants @ 230
Appliances/other
4 920
0
1 230
0
Subtotal (lines 6 to 13) 4160 4609 1145 914
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct bads INO 1 100/0
0
0
0
4160
416
0
0
0
4609
461 10% 10%
0
0
0
1145
115
0
0
0
914
91
Total room load
Air required (c1m)
4576
208
5070
237
1260
57
1005
47
Calculations approved by ACCA to meet all reouirements of Manual J 81h Ed.
wrGgF tsotPt- 2018 -May -09 09:28 53
AGCt,........
Right-Sude® Universal 2018 18.0.13 RSU24011 Page 7
eAnastasiaGRE\Lol2t9ThornbrookeAnastasiaGRE rup Calc = MJ8 House laces E
RDEL--AIR
iunFM • M
Right -JO Worksheet
ahu 1
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone- 407.333-2665 Fax: 407.333-3853 Web. WWW.DEL-AIR COM
Job: Lot 219ThornbrookeAnastas...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
pantry
0 It
9.3 It heat/cool
6.0 x 3.5 It
210 Ih
kitchen
19.9 It
9.3 It heat/cool
1.0 x 275.8 It
275.8 It2
Ty Construction
number U -valueBluNflx-•F) Or HTM
BI 112)
Area (ft2)
or perimeter (ft)
Load
BI h)
Area (112)
or perimeter (fl)
Load
Bluh)
Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool
6 VII
G
12C-Osw
2A-2ov
0.091
0.340
n
n
0.00
0_00
0.00
000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
vjl
Y_G
13A-2ocs
2A-2ov
0.201
0.340
n
n
5.69
962
4.35
1058
0
0
0
0
0
0
0
0
135
0
135
0
770
0
589
0
11 W 16A-30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0
y/ L_G_
12C -Os w 0.091
0 340
a
a
0.00 0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
Vy
Y -D
2A-2ov
13A-2ocs
13A-2ocs
11 DO
0201
0 201
0.390
e_
se
se
0.00
5.69
5.69
11.04
4.3_5
4.35
11.99
0
0
0-
0
0
0
6
0
0
0
0
0
0 0 0
134
250
0
102
272
46
23
24
23
12C-Osw
2A-2ov
2A -20v
0.091
0.340
0.340
s
s
s
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
27
0
0
0
0
0
20
0
0
13A-2ocs
2A-2ov
2A -20v
0.201
0.340
0.340
s
s
s
5.69
9.62
9.62
4.35
12.15
12.15
0
0
0
5
0
0
5
0
0
12C-Osw
2A -20v
2B -21v
0.091
0.340
0.340
w
w
w
0.00
0.00
0.00
000
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
y/
1
C
13A-2ocs
2A-2omd
2A -20v
0.201
0.580
0.340
w
w
w
5.69
16.41
9.62
435
16.85
3036
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P
LD
C
12C-Osw
11 D0
16B-38ad
0.091
0.390
2.58
11.09
0.74
1.44
11.99
1,41
0
0
0
0
0
0
0
0
0
0
0
244
17
227
1.7.
583
190
10
327
207_
190026
n_
0 13 13
F_-_
F
29P-191 Q_OSU
0 889
O.pP 0-09 0 0 0 0 0 0 Q 0
22A-101 27.99 0_00 21 0 0 0 276 20 557 0
6 c) AED excursion 0 66
Envelope loss/gain 0 0 2521 1469
12 a) IMdlration
b) Room ventilation
0
0
0
0
363
0
115
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
5
0 0
1200
Subtotal (Imes 610 13) 0 5 2883 2784
14
15
Less external load
Less transler
Redistribution
Subtotal
Duct bads 101/6 10*/61
0
0
0
0
0
0
0
0
5
0 10'/0 10%1288
0
0
0
2883
0
0
0
2784
278
Total room load
Air required (cfm)
0
0
5
0
3172
144
3062
143
Calculations approved by ACCA to meet all requirements of Manual J 81h Ed.
wrGgFsts4 Pt_ 2018 -May -09 09:28:53
A Righl.SuileO Universal 2018 18.0.13 RSU24011 Page 8
eAnastasiaGRE\Lol219ThornbrookeAnaslasiaGRE rup Calc = MJ8 House laces E
DEL --AIR
Hsnn•ewcmnmmmw
Right -JO Worksheet
ahu 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR COM
Job: Lot219ThornbrookeAnastas...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
ahu 2
169.0 11
9.0 It
1469 3 fit
rm 2
39.5 11
9.0 It heal/cool
14.5 x 15.5 11
224.8 II°
Ty Construction
number
U -value
Btuhrlt=-F)
Or HTM
81 112)
Area (II2)
or perimeter (It)
Load
BI h)
Area (09
or perimeter (11)
Load
Bluh)
Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod
6
11
V I
t-
12C-Osw 0.091
0.340
0.201
0.340
n
D_
n
n
2.58 2.34
9 62 __10.58
0.00 0.00
000 000
491
30
461
0
1186
2_89
1079
3_17
86
0
86
0
220 200
0
0
2A-2ov
13A-2ocs
2A-2ov
0
0
0
0
0
0
0
0
0
0
0
0
Q__0
0
0
W
L12C-Osw
C
16A-30ad - - -
2A-2ov
13A-2ocs
13A-2ocs
11 DO
0.032
0.091
0.340
0.201
0.201
0.390
0.091
0 340
0.340
0.201
0.340
0.340
n
a
e
a
se
se
s
s
s
s
s
s
000 0.0000
2.58 2.34
9L62 _30 36
0.00 0.00
0.00 000
0_00 0.00
2.58 234
9.62 10.58
9.62 10.77
0.00 0.00
0.00 0.00
0.00 0.00
0 0 0 0 0 0 0
0
0-
0
0
0
0
6
0
30G
0
0
0
0
0
270
30
240
0
618
2.89
0
0
0
562
9_11
0
0
0
0
0
0
0
W
yl
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
336
0
0
0
0
0
12C-0sw
2A-2ov
2A-2ov
13A-2ocs - -
2A-2ov
2A-2ov
491
6
15
0
0
0
470
6
13
0
0
0
1209
58
144
0
0
0
1100
63
162
0
0
0
131
0
0
0
0
0
131
0
0
0
0
0
y/
I--(
TC
Vj/
C6
12C-0sw
2A•2ov
2B -21v
13A-2ocs --- 0.00
2A-2omd
2A-2ov
0.091
0.340
0.340
0.201
0.580
0.340
0.091
0.390
0.026
0.989_
w
w
w
w
w
w
n
2.58 2.34
9.62 30.36
62 30.36
270
30
40
200
0
0
515
289
385
0
0
0
469
911
1214
0
0
0
140
30
0
6
0
0
110
0
0
0
0
0
282
289
0
0
0
0
257
911
0
0
0
0
9
000
000 0.00
0.00 0.00
0.00 0.00
0.00 _ -0.00
074 1.41
0
0
0
0
0
0
P
D
C
F
12C-0sw
11 DO
16B-38ad -
22_p1
0
0
1469
0
0
1469---
16
0
0
0
0
0
0
0
0
225
0--
0
0
165
0
0
0
317
0
1081 2072
9
225
0-- 71
000--- 000
13
0
13_
0 0 0 0_-0-- 0 Q
6 c) AED excursion 472 292
Envelope loss/gain 6080 9342 1292 2283
12 a) Infiltration
b) Room ventilation
2963
0
939
0 1
693
01
219
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
0
0 0
0
Subtotal (lines 6 to 13) 9043 10280 1985 2502
14
15
Less external load
Less transfer
Redistribution
Subtotal
Ducl bads 1 485/0 1 66% 1
0
0
0
9043
4296
0
0
0
10280
6761 48-/0 66-/0
0
0
0
1985
1 943
0
0
0
2502
1646
Total room load
Air required (ctm)
13339
840
170422928
840 184
4148
204
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
7' tsoPt- 2018-May-0909,28,53
ZcA " " Righl-Suile® Universal 2018 18 0.13 RSU24011 Page 9
eAnaslasiaGRE\Lol219ThornbrookeAnaslasiaGRE.rup Calc = K4,18 House faces- E
1 DEL -AIR Right -JO Worksheet
r.1MW-AM ahu 2
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD. FL 327CPoneND407ION6NGax 407-333-3853 Web WWW.DEL-AIR.COM
Job: Lot219ThornbrookeAnaSlaS...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
blh 2
9.0 It
9.0 It heal/cool
9.0 x 6.0 It
54.0 112
bth 3
11.5 It
9.0 It heat/cool
11.5 x 6.0 II
69 0 Itz
Ty Construction
number Ll -valueBluWll2-•F) Or HTM
BI 119
Area (112)
or perimeter (11)
Load
BI h)
Area (111)
or perimeter (II)
Load
Bluh)
Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod
6
G1
Vy
VLC
12C-Osw
2A•2ov
0.091
0 Q
n
n
2.58
9.62
2.34
10_58
0
0
0
0
0
0
0
0
0
0
0
0_,____0
0
0
0
0
0
0
0
13A-2ocs
2A-2ov
0.201
0 340
n
n
000
000
0.00
000
0
0
0
0
0
0
0
0
0
0
0
0
11 W 16A-30ad n 0.00 0.00 0 0 0 0______0
0
0
0 0
0
0
0
0
0
Y12C-Os
Y -C
0.032
w
2A•2ov
0.091
0.340
a
a
2.58
9.62
2.34
30.36
0
0
0
0
0
0
0
0
0
0_
W
VN -
D
13A-2ocs
13A-2ocs
t1D0
0.201
0 201
0.390
a_
se
se
0.00
0.00
0.00
000 0 0 0
0
0
0
0
0
0
0
0
0
0
0___0
0
0
0
00.00
0.00
0
0
6
0
y/
FL --
IC
y/
12C•Osw
2A•2ov
2A -20v0.340
13A-2ocs _.
2A-2ov
2A-2ov
0.091
0.340
s
s
s
2.58
9.62
9.62
2.34
10.58
10.77
0._00
0.00
0.00
81
6
0
0
0
0
75
6
0
1913
58
0
176
63
0
0
0
0
104
0
0
O
0
0
104
0
0
0
0
0
267
0
0
0
0
0
0
243
0
0
6
0
0
0.201
0.340
0.340
s
s
s
000
0.00
0.00
0
0
0
0
0
0
C
12C•0sw
2A-2ov
213-21v
13A-2ocs
2A•2omd
2A•2ov
0.091
0.340
0.340
w
w
w
2.58
9.62
9.62
0.00
0.00
0.00
2.34
30.36
30.36
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.201
0.580
0.340
w
w
w
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P
LD.
C
12C.Osw
11 DO _
16B-38ad
0.091
0.390
0.026
0.050
n_
0.00
0.00
0 74
0.00
0.00
141
0
0
0
0
54
0
0
40
0
0
0
0
0
0
69
0
0___0
51
1 0
0
97
0
54 76 69
F 20P-191 1.41 0.71 0 0 0 0 0 0
F 22A•td 0989= 000 000 0 0 0 0 0 0 0 0
6 c) AED excursion 32 36
Envelope loss/gain 291 283 317 304
12 a) Inliltration
b) Room ventilation
158
0
50
0
202
0
64
0
13 Internal gains. Occupants @ 230
Appliances/other
0 0
0
0 0
0
Subtotal (lines 6 to 13) 448 333 519 368
14
15
Less external load
Less Iransler
Redislribulion
Subtotal
Duct loads 489/6 66%
0
0
0
448
213
0
0
0
333
219 48% 66%
0
0
0
519
247
0
0
0
368
242
Total room load
Air required (clm)
661
42
552
271 1
765
48
610
30
Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed.
Fi- wrigi-xtsoPt- 2018 -May -09 09 28 53
Right -Suite® Universal 2018 18.0 13 RSU24011 Page 10
eAnastasiaGRE\Lol219ThornbrookeAnaslasiaGRE rup Calc = MJ8 House laces E
1jQDEL--AIR
inu wo, = COIOn01m1a
Right -J® Worksheet
ahu 2
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone 407.333-2665 Fax: 407.333-3853 Web- WWW DEL -AIR COM
Job: Lot219ThornbrookeAnastas...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
rm 4
28.0 11
9.0 It heat/cool
14.0 x 14.0 If
196.0 Ile
rm 3 wic
7.011
9.0 11 heat/cool
9.5 x 5.0 11
47.5 It2
Ty Construction
number
U -value
Btuh/II7-1F)
Or HTM
BI 112)
Area (112)
or perimeter (11)
Load
BI h)
Area (112)
or perimeter (It)
Load
Bluh)
Heal cod Gross N/P/S Heat Cool Gross N/P/S Heal Cod
6VII
f
1 E0sw
2A•2ov
0.091
0.340
n
n
2.58
9.62
2.34
10.58
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vj/
1_i
13A•2ocs
2A•20y
0.201
0.340
n
n
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 W 16A-30ad 0.032 n 0.00 0.00
2.34
30.36
0.00
0.00
0.00
0 0 0_
286
144
0
260
455
0_ 0 0 0
Vy
YC•
12C-Osw
ZA•2ov
0.091
0.340
a
a
2.58
962
0.00
0.00
000
126
15
111
0
45
0
45
0
116
0
105
0
W
Vj1
D
13A-2ocs
13A•2ocs ---- -
11 DO
0.201 e 0
0
0
0
0
0
0
0
0
286
0
144
0
0
0
0
0
0
6
0
0
0 0 0
0
0
0.201
0.390
se
se
0
0
0
0
yJ
L-
GC
y/ --
12C-Osw
2A-2ov
2A-2ov
0.091
0.340
0.340
s
s
s
2.58
9.62
9.62
2.34
10.58
10.77
0-00-
0.00
0.00
126
0
15
0
0
0
111
0
13
0
0
0
260
0
162
0
0
0
18
0
0
0
0
0
18
0
0
0
0
0
46
0
0
42
0
0
13A-2ocs
2A-2ov
2A-2ov
CFO,-
0.340
0.340
s
s
s
0.00
0.00
0.00
0
0
0
0
0
0
VN 1213.0sw
2A-
2B-
21ov
v
0.091
0.340
0.340
w
w
w
2.58
9.62
9.62
2.34
30.36
0
0
0-
0
0
0
0
0
0
0
0
0
0
0-
0
0
0
0
0
0
0
0
0
0
0
0
13A•20cs
2A-2omd
2A-2ov
0.201
0.580
0.340
w
w
w
0.00
0.00
0.00
30.36
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P
C
12C-Osw
11 DO
16B-38ad
0.091
0.390 n_
0.00
0.00
0.00
0.00
1.41
0
0
196
0
0
196
0
0__0_0__0_0_0
144
0
276_
0
48
0
48
0
35
0
0.026 0.74 67
F 2OP-191 Sp_ 1.41 0.71 00- 0- 0
0
11 11 16 8
F 22A-Id0_989 0_00 Q00 0 0 00 0 0 0 0
6 c) AED excursion 97 23
Envelope loss/gain 1005 1317 213 199
12 a) Inlillralion
b) Room ventilation
491
0
155
01
123
0
39
0
13 Internal gains. Occupants @ 230
Appliances/other
0 0
0
0 0
0
Subtotal (lines 6 to 13) 1496 1472 336 238
14
15
Less external load
Less transfer
Redislnbulion
Subtotal
Duct toads 481/0 661/1
0
0
0
1496
711
0
0
0
1472
968 48%1 66%1
0
0
0
336
160
0
0
0
238
157
Total room bad
Air required (clm)
2207
139
2440495
120 31
395
19
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrigtitsoPt' 2018 -May -09 09:28:53
A Right-Suilee Universal 2018 18 0.13 RSU24011 Page 11
eAnaslasiaGRE\Lol2t9ThornbrookeAnaslasiaGRE.rup Calc - MJ8 House laces: E
1 DEL -AIR Right -JO Worksheet
INUM-1101 rllulmro
ahu 2
DEL -AIR HEATING & AIR
PPNDITIONING
531 CODISCO WAY. SANFORD, FL 327hone. 407-333-2665 Fax 407-333-3853 Web. WWW.DEL-AIR.COM
Job: Lot219ThornbrookeAnastas...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
rm 3
24 0 11
9.0 It heaUcool
13.0 x 11.0 11
1430 112
loll
11.5 It
9.0 It heat/cool
11.5 x 11.0 It
126.5 112
Ty Construction
number
U -value
8tuh/h2-eF)
Or HTM
BI 112)
Area (112)
or perimeter (11)
Load
BI h)
Area (111)
or perimeter (It)
Load
Bluh)
Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6
11
W -
Y ---Gf
12C-Osw - - -
2A-2ov
13A-2ocs -- ---
2A•2ov
0.091
0.340
0.201
0.340
0.032
0 091
0 340
0 201
0.201
0.390
0 091
0.340
0.340
0.340
0.340
n
n
n
n
n
a
a _
a
se
se
s
s
s
s
s
s0.00
2.58
9.62
0.00
0.00__
0.00
2.58
9.62
0.00
0.00
0.00___
2.58
9.62
9.62
0.00
0.00
2.68
9.62
9.62
0.00
0.00
0.00
0.00
0.74_
1.41
0.00
2.34
10.58
0.00
0.00
0.00
2.34
30.36
0.00
0.00
0.00
2.34
10.58
10.77
0.00
0.00
0.00
2.34
30.36
30.36.__
0.00
0.00
000
0.00
0.00
1.41
0.71
0.00
117
0
0
0
74
0
189
289
172
317
0
117
0
301
0
274
0
0
0
104
30
0
0
0
0
0
0
0
0
0
0
W --
yl
t -C'_
W
YL- D
VjJ
16A•30ad
1210-0sw -
2A-2ov
13A-2ocs
13A•2ocs
11DO
12C-Osw -
2A•2ov
2A-2ov
13A-2=0.201
2A•2ov
2A-2ov
0
99
15
0
0
10
0
0
0
0
0
0
0
84
0
0 0 0
0
0
0
0
0
0
0
0
0
0
0
216
144
197
455
0
0
0
0
0
0
0
0
0
0
0
0__.-_
0
0
0
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V6
V/
I --(i
I-(;
22A-2ovA-2DV
2B.21v
0.091
0.340
0.340
0.201
0.580
0.091
0.390--n_
0.026
9.050
0.988
w
w
w
w
w
0
0
0
0
0
0-0-0
0
0
0
0
0
0
0
0
0
0
0
0
0_-0
0
0
0
0
0
0
0
0
0
0
0
13A-2ocs
2A•2omd
2A.2ov
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P
C
F
0.340_-w-__000-
12C-Osw
11D0__._-...__..
16B•38ad
20Rf91
0
0
143
1
0
0
0
143
1
0
0
105
2
0
0
0
0.
127
q
0
0
127
0
0
0__0
93
0
0
178
0
202
1
F 22A_td _
6 c) AED excursion 49 65
Envelope loss/gain 769 1178 571 603
12 a) Infiltration
b) Room ventilation
421
0
133
0
202
0
64
0
13 Internal gains: Occupants @ 230
Appliances/other
0 0
0
0 0
0
Subtotal (lines 6 to 13) 1190 1311 773 667
14
15
Less external load
Less Iransler
Redistribution
Subtotal
Duct loads 48% 66e/ 1
0
0
0
1190
565
0
0
0
1311
862 48% 1 661/6
0
0
0
773
367
0
0
0
667
439
Total room bad
Air required (c1m)
1755
110
2173
1071 1
1140
72
1105
54
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
I.f wrigF ts4 tn' 2018 -May -09 09:28.53
A-•ZA-^'^ Righl-Suite® Universal 2018 18.0 13 RSU24011 Page 12
eAnaslasiaGRE\Lol219ThornbrookeAnaslasiaGRE rup Calc - MJ8 House laces. E
1 DEL -AIR Right -JO Worksheet
MATT -o0 txaro CXM
ahu 2
DEL -AIR HEATING & AIR
PPNDITIONING
531 CODISCO WAY, SANFORD. FL 327hone: 407.333.2665 Fax 407-333.3853 Web: WWW DEL-AIR.COM
Job: Lot219ThornbrookeAnastaS...
Date: 6/4/2014
By: FJF
1
2
3
4
5
Room name
Exposed wall
Room height
Room dimensions
Room area
open to below
35.0 It
9.0 II heaUcool
20.5 x 14.5 It
297.3 Itz
stairs
3.5 It
9.0 It heat/cool
1.0 x 311.3 It
311.3 112
Ty Construction
number
U -value
BluNlh-•F)
Or HTM
81 112)
Area (Its
or perimeter (11)
Load
131 h)
Area (Ilv)
or perimeter (11)
Load
Btuh)
Heal Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cod
612C
t -C
Os
2A-2ov0
13A-2ocs
2A -20v
0.091
340
n
n
2.58
9.62
0.00
0.00
2.34
1058
185
0
185
0
475
0
432
0
0
0
0
0
0
0
0
0
0201
0 340
n
n
000
000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 W 0.032 n_ 0.00 0.00 00 0 0 0 0 0 0
V/
C_
W
y/
D
I6A-30ad_____
12C-Osw
2A-2ov
13A-2ocs _ --
13A-2ocs
1t D0
0.091
0.340
0.201___e
0.201
0.390
a
a
2.58
9.62
2.34
3036
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
se
se
0.00
0.00
0.00
0000
0.00
0.00
0
0
0 0 0 00_
0
0
0
0
0 0
0
0
0
0
0
0
0
0
0
0
12C -Os w
2A-2ov
2A-2ov
133A-2ocs -" 0.201
2A-2ov
2A -20v
0.091
0.340
0.340
0.340
0.340
s
s
s
s
s
s
2.58
9.62
9.62
0.00
0.00
0.00
2.34
10.58
10.77
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
32
0
0
32
0
0
0
0
0
81
0
0
0--0
0
0
74
0
0
0
0
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
12C-Osw
2A-2ov
2B -21v ____S__34,0
13A-2ocs
2A-2omd
2A-2ov
0.091
0.340
w
w
k_
w
w
2.58
9.62
9.62
2.34
30.36
30.36
131
0
40
91
0
0
233
0
385
212
0
1214
0
0
0-
0
0
0-0-0.
0
0
0
0
0.2010
0.580
0.340
000
0.00
0.00
000
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P
LD
C
F
F
12C-Osw
11D0_ _ _ __
1613-38ad
20P.19t _ __
22A-Ip1 _ __
0.091
0.390
Q_Q26
0.050
0 989
n_
0.00
0.00
0.74
0.00
0.00
1.41
0
0
297
0
0
0
0
219
0
0
0
0
0
0
0
0
0
0
297 419 311 311 229 439
1.41 p.71 0 0 0 0 0 0 0 0
000 000 0 0 U 0_ 0 0 0 0
6 c) AED excursion 432 47
Envelopeloss/gan 1312 2710 310 466
12 a) Inhltrawn
b) Room verndalion
614
0
194
0
61
0
19
0
13 Internal gams. Occupants @ 230
Appliances/other
0 0
0
0 0
0
Subtotal (lines 6 to 13) 1925 2904 372 485
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads 48% 1 665/6
0
0
0
1925
915
0
0
0
2904
1910 48% 661/6
0
0
0
372
177
0
0
0
485
319
Total room load
Air required (clm)
2840
179
4815
237
548
35
804
40
Calculations approved by ACCA to meet all requirements of Manual J 81h Ed.
wriS!: tsoPt- 2018 -May -09 09 28:53
A - -' ^-^ --
Right -Suite® Universal 2018 18 0 13 RSU24011 Page 13
eAnaslasiaGRE%Lot2)9ThornbrookeAnastasiaGRE.rup Calc - MJ8 House laces: E
1' DEL -AIR Duct System Summary
ff MO-=CONINT 1018 ahu 1
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone, 407.333.2665 Fax: 407.333-3853 Web WWW DEL -AIR COM
For: Taylor Morrison
528 RED ROSE LANE, Sanford, FL 32771
Job: Lot219ThornbrookeAna...
Date: 6/4/2014
By: FJF
Name
Heating Cooling
External static pressure 0.30 in H2O 0.30 in H2O
Pressure losses 0.06 in H2O 0.0$ in H2O
Available static pressure 0.24 in H2O 0.24 in H2O
Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O
Lowest friction rale 0.148 in/100ft 0.148 in/100ft
Actual air flow 840 cfm 840 cfm
Total effective length (TEL)
lamiy rm
162 it
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matt
Actual
Ln (fl)
Ftg.Egv
Ln (ft) Trunk
dining rm h 1260 57 47 0.196 6.0 Ox 0 VIFx 27.1 95.0 SO
lamiy rm C 5070 208 237 0.183 9.0 Ox 0 VIFx 36.2 95.0 stl
kitchen h 3172 144 143 0.212 7.0 Ox 0 VIFx 18.1 95.0 stl
mstr bth h 1310 59 28 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3
mstr rm C 5828 224 273 0.148 9.0 Ox 0 VIFx 52.0 110.0 st3
mslr we C 5 0 0 0.164 4.0 Ox 0 VIFx 36.7 110.0 st3
mslr wic C 5 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st3
pantry C 5 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 stl
pwdr h 458 21 12 0.194 4.0 Oxo VIFx 28.6 95.0 stl
study h 2376 108 60 0.195 6.0 Ox 0 VIFx 27.8 95.0 stl
ulil c 844 20 39 0.191 4.0 Ox 0 VIFx 30.9 95.0 stl
it W rightsoft- 2018 -May -09 09 28:55
I- .-,. .„ _ . Righl-Sude® Universal 2018 18 0.13 RSU24011 Page 1
ACC% . eAnaslasiaGRE\Lol219ThornbrookeAnaslasiaGRE.rup Calc = MJ8 House laces. E
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st3 Peak AV 283 301 0.148 383 12.0 0 x 0 VinlFlx stl
SO Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx
it W rightsoft- 2018 -May -09 09 28:55
I- .-,. .„ _ . Righl-Sude® Universal 2018 18 0.13 RSU24011 Page 1
ACC% . eAnaslasiaGRE\Lol219ThornbrookeAnaslasiaGRE.rup Calc = MJ8 House laces. E
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Mail Trunk
rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx
wrightsoft" 2018 -May -09 09.28:55
Righl-Suile® Universal 2018 18 0 13 RSU24011 Page 2
ACC% . eAnaslasiaGRE\Lol219ThornbrookeAnaslasiaGRE rup Calc = MJ8 House laces: E
14/2009ThornbrookeAna14DEL --AIR Duct System Summary Job:
Date: 66/
42...
HUMO • AM rotymno m1s 8i1 U 2 By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM
For: Taylor Morrison
528 RED ROSE LANE, Sanford, FL 32771
External static pressure
Pressurelosses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.202 in/100ft
840 cfm
Cooling
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.202 in/100ft
840 cfm
119 it
Name
Design
13tuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Mail
Actual
Ln (ft)
Fig.Egv
Ln (it) Trunk
b1h 2 h 661 42 27 0.318 4.0 Ox 0 VIFx 5.5 70.0
bth 3 h 765 48 30 0.311 4.0 Ox 0 VIFx 7.1 70.0
loll h 1140 72 54 0.203 7.0 Ox 0 VIFx 33.0 85.0 st2
open to below c 2407 89 119 0.274 6.0 Ox 0 VIFx 17.5 70.0
open to below -A c 2407 89 119 0.286 6.0 Ox 0 VIFx 14.0 70.0
rm 2 c 4148 184 204 0.270 8.0 Ox 0 VIFx 18.8 70.0
rm 3 h 1755 110 107 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2
rm 3 wic h 495 31 19 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2
rm 4 h 2207 139 120 0.281 7.0 Ox 0 VIFx 15.5 70.0
stairs c 804 35 40 0.306 6.0 Ox 0 VIFx 8.6 70.0
Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
st2 Peak AVF 213 181 0.202 391 10.0 0 x 0 VinlFlx
0
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Mail Trunk
rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx
1 - wri^ghtsoft- 2018 -May -09 0928.55
w ._ ... Right -Style® Universal 2018 18.0.13 RSU24011 Page 3
14C4:;A...eAnastasiaGRE\Lol219ThornbrookeAnaslasiaGRE rup Calc = MJ8 House laces: E
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lo1219ThornbrookeAnasIasiaGRE Builder Name- Taylor Morrison
Sheet: 528 RED ROSE LANE Permit Office.
City, State, Zip: Sanford , FL , 32771 Permit Number:
Owner- Jurisdiction: 691500
Design Location- FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed.
Ceiling/atticnsu
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation iceiling/soffitnanydroppedPPceiling
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 lop 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 cul 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 spac 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 light 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
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 rill voids
between fire son kler cover olates and walls or ceilin
a In addition, inspection of log walls shall be in accordance with the provisions of ICC -400
5/9/2018 9:33 AM EnergyGauge® USA - FlaRes2017 FBC 61h 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:
O This checklist
O 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, a -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).
O Energy Performance Level (EPL) Display Card (one page)
D HVAC system sizing and selection based on RCCA Manual S or per exceptions provided in Section R403.7
O Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
O A completed Envelope Leakage Test Report (usually one page)
D If Form R405 duct leakage type indicates anything other than default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge® - USRCSB v6.0
5/9/2018 9:33:07 AM Page 1 of t
FORM R405-2017 Envelope Leakage Test Report Performance
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: Lot219ThornbrookeAnastasiaGRE Builder Name: Taylor Morrison
Street: 528 RED ROSE LANE Permit Office:
City, Slate, Zip: Sanford, FL , 32771 Permit Number:
Design Location. FL, Orlando Jurisdiction: 691500
Cond. Floor Area.: 2582 sq.h. Cond. Volume: 23678 cu ft.
Envelope Leakage Test Results
Regression Data:
C: n:
Single or Multi Point Test Data
HOUSE PRESSURE
1 Pa
2 Pa
3 Pa
4
Ir
L -5 ;
6
Pa
Pa
Pa
R:
Leakage Characteristics
Required ACH(50) from
FLOW: FORM R405-2017:
Tested ACH(50)'
Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
this building. If the tested ACH(50) is less than 3
the building must have a mechanical ventilation
system.
cfm
cfm
cfm
cfm
cfm
cfm
R402.4.1.2 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)(0, (g), or (i) or an
approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing
shall be performed at any time after creation of all penetrations of the building thermal envelope.
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. Healing and cooling systems, if installed at the time of the lest, 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 requirements in
accordance with Section R402.4.1.2.
SIGNATURE:
PRINTED NAME:
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:
O4-vHE S74
r
OWE
5/9/2018 9.33 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 528 RED ROSE LANE Permit Number:
Sanford , FL , 32771
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4 1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402 4 1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verity compliance
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures
3. Interior doors, if installed al 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 light -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 light -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakagd/Vindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1 5 Us/m2), and swinging doors no more than 0.5 cfm per square fool (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer
Exception: Site -built windows, skylights and doors.
5/9/2018 9.33 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, 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 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct lightness 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 handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test- Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruclion 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.
5/9/2018 9 33 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heal trap or a
downward and upward bend of at least 3 '/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage lank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -healing systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100"F to 140'F (38"C to 60'C)
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all staled requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal, and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas
3 If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/watt Any
In-line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28 3 Umin. a When tested in accordance with HVI Standard 916
5/9/2018 9:33 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7 1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options -
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403 10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -of 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 healer. 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 healing 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 healing, 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.
5/9/2018 9:33 AM EnergyGaugeO USA - FlaRes2017 - FBC 61h 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatoryae 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.
5/9/2018 9.33 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 5 of 5
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7-1 0 7 4 D: 4 m CL J (N O O
N
5
to
F
a
w
3 N tM1 100!1 10le el 4AO tfY resa
tiatar
r u
T WW 1WR 1010A 4.05+
4CItteT Rlr/1 0(AIOA LIOOOtL
Ie00.11LR500 AT4:1A1.`aT vtl!/R
TLVf 71iERe0YFQciipa
W rl I.WManlr
O
p
1
i
t WlW"
4t,
5KCAi NY-
CKO00
aAM.9W NlYnYIGIiBM•CMOM/e® due• •a/
1 0 i..
f.r
1
r.urislr•
ar••
t monet'ians
1I1
ii
r
i;9
C9if
I
p
Q Qa QNm
120120
I061•ctl t0.6Lca
Cd
53 i CO CO OI`
7
e I I N
I r 1•cd I
1 au Y
8 r
BJ1aer •el need to
orovW../c duce chs• I
i
ly IL M
CU Nto' 1 *
tw r
Q
Lnn6. i
Fa
w 1.. a O00
6'
i 1- I 10.6 1•ca
G
14.8 I.ca I Ii t 6' 12.12 rep
203211
BEROOMT 8, -
r -.•..r{
6.16 rep 7. 1206 1. 0 II
r{ vl aG
O
r.•m {
3 I
tI it
4' . .c
iv Z.O O 1
I -
o. z
24 TOM V/SKV e240V IPM
te.lo p1plo iiwn sy® 3' bath duct Tronafer auc<srprues .tied N
c. -ml- •Ith rlorld. a.cldrntl.l
N
IYdr
to roof E.a eledelp cone - M1602.. •.lanced
ic.b a/8'•1'0' P
w/fan
Rf twn At. e•ceot& n 1-3. !oder
st OrevW. unrestrlct.d 1 Inch O QNutone696RNBundercutondoorstohat.ble
rows.
QN o
O z(U
J (n
zQJ 2: N,
O L
zRatingO
2 m
ILIA • • • • > z
z S3:
O-1 O 7 Q cr
Must have o nlnlnun clearance of 4 Inches around the 01r handler per the State Ener0Y code. All duct hos on r=6 Insulotlon value. m CL J 010 0
TAYLOR MORRISON HOMES
THORNBROOKE S.F.
LOT 219 1..
HOUSE TYPE: ANASTASIA
1. W/ 2ND LAV IN BTH 3
2ND FLOOR
BATH 2
BATH 3 : i : Z
C
a
0 •
may: _ ' - -
3' YJASM STACK FROM MND FLIIO[t r
y 03 5
TMMINATUd@ TO THE LST FLOOg - . T! ; 'C
T
3' WIL-'E LIKE FROI'A 2ND ROAR d k • • . • -. . 1'
T miNATTrie TD TH ° 1ST FLOAR
AAV 1
KffCHEN _
l/
two
ri
3 i
MASTER BATH
3 :
W/M
POWDER i
BATH i
1.
TAYLOR MORRISON HOMES _
s
THORNBROOKE S.F.
LOT 219
HOUSE TYPE: ANASTASIA
W/ 2ND LAV IN BTH 3 ,•
1ST FLOOR ;
STATE CERT .LIC EC13003715
ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRAOA
3400 SI Johns Pkwy STRADAN NEC 2011/F6C 107
SANFORO.FL
877-906-1113
ELECTRIC • SECURITY
ELECTRICAL LOAD CALCULATIONS
UPDATED 5-8-2012
MODEL: ANASTASIA
BUILDER TAYLOR MORRISON
SUBDIVISON
misc
mist
TOTAL OTHER LOAD 34355
FIRST 10KVA@100% 10,000
REMAINDER (8 40% 9742
LARGESTLOAO 15572
TOTAL LOAD 35 314 V.A./ 240VOLTS= 1 147
SIZE
RECOMMENDED 1 200 MINIMUM PER 150
SERVICE SIZE: j I NEC
2
25
3
3.5
41
51
1.5
VOLT/AMPS
LARGEST LOAD HEAT PUMPS W/SUPPLEMENTAL HEAT 15572
2 1
Includes Heat Pump and Heal Strips on together ®100%
5000
Square feet Irving areal 25851 3 volVam s 7755
Small Appliance Circuits 3 4500
Laundry Circuit 1 1500
Dishwasher 1 1500
Water Heater 1 4500
Range 1 8000
Oven
5000
0
Cooktop
5
5 KW SETUP
0
Microwave 1 1100
Dryer 1 5000
Disposal 1 500
Pool 0
misc
mist
TOTAL OTHER LOAD 34355
FIRST 10KVA@100% 10,000
REMAINDER (8 40% 9742
LARGESTLOAO 15572
TOTAL LOAD 35 314 V.A./ 240VOLTS= 1 147
SIZE
RECOMMENDED 1 200 MINIMUM PER 150
SERVICE SIZE: j I NEC
2
25
3
3.5
41
51
1.5
4032 10000 6500
5040 10000 6500
5280 10000 6500
6168 8000 5200
1 6888 8000 5200
1 8160 10000 6500
5000 3250 0
10 KW SETUP
TON QTY KW
1.5 2990 5000 3250 0
2 1 4032 5000 3250 7282
2.5 1 5040 5000 3250 8290
3 5280 5000 3250 0
3.5 6168 5000 3250 0
4 6886 5000 3250 0
5
5 KW SETUP
8160 5000 3250 0
15572
LE 7E—::
Note, This Load Calc is base on the information provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner.
C -i
m O
c
S
K:•
RECORD COPY
DESCRIPTION AS FURNISHED: Lot 167, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages
70 thru 71, Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison. Qf Florida, Inc.
4,760 50.FT.
30' UNNAMED PLATTED RAD
1,467
25.22'
FLORIA LAND t COLONIZATION
COMPANY LIMITED W. BEARDALL'S
455
25.20'
MAP OF ST. JOSEPHS
P.B.1. PACE 114)
71 SO. FT.
o S 00°12'21 " E
a 139 SOFT.
40.00'
SOFT.
DRIVEWAY
10' LANDSCAPE. WALL.
SOFT.
A/C PAD
FENCE ESMT.
SO.FT.
WALKWAY
19.29' 19.29'
SO.FT.
IMPERVIOUS a 54.8 R
WITNESS DINT
2.622
LOT 167
SOD
5.00'
15.7'
y
47.C.
Ao COVERED
v PATIOzotvin _ DATE _
PEIMHAIiNT REMCHCE NONIAHCNT 4. NO IMOCAGROJI4D Wi710VEMCNTS HAVE BECK LOCATED UNLESS OTHERWISE SHOWN.
WD•
CCNICRLIME
14.3'
Ok to construct single family home
A 7M SURVEY LS PREPARED FOR THE SOLE BENEFIT OF TNOSC CERTIFIED TO AND SH04W NOT SE REUm UPON BV ANY OTHER ENTITY.
RN
with setbacks and impervious area
RSLA.M. WILDING SETRACK LINE
BENCHMARK
shown on plan. 5q. $
CSMT. EASEMENT
Ila S S iQ CcR
BASE BEARING
Nto
PROPOSED RESIDENCE
1 Vj
d ELEVA)ION& 1F SMOWW ARE BASED ON NATIONAL GEODLTC DANM OF 1920, UNLESS OTNERWL% NOTED.
MODEL: ANASTASIA
UTILITYCHAIN LINK FENCE
VOOD FCMCC
2 CAR GARAGE RIGHT
P. CERTIFICATE Or AUTHORFMTION W 4508.
to
CONCRETE BLOCK
POINT Or CIMVATURC
LOT 166
SCALE H 1• . 20'-----4 DRAWN BY. -
P.T. OCSC.
twp W
5.00'
0' 5.0'%51
RADIUS
L
ENTRY
5.00'
PLOT PLAN 05-03-2018 2787-18
DC
O
O
P.l.
127.14'
G 0
4i,\
h
Qp5
0
Q PROPOSED a FINISHED SPOT GRADE ELEVATION
PER DRAINAGE PLANS
V\- a PROPOSED DRAINAGE FLOW
LOT GRADING TYPE A
PROPOSED F.F. PER PLANS - 24.2' +}
PROPOSED GRADE PER CONSTRUCTION PLAN ++
21.3'
16' DRIVE
1
4,760 50.FT.
LANG 1,467
25.22'
GARAGE 455
25.20'
10' UTIL.
71 SO. FT.
LANAI a 139 SOFT.
ESMT.
SOFT.
DRIVEWAY 403 SOFT.
A/C PAD
WALK
5.00'
5.00•
T
45
5.00'
N 00014'55" OF
40.00'
RED ROSS' LANST
TRACT I (UTILITY & ACCESS R/W)
50' R/W)
BUILDING SETBACKS:
FRONT - 25'
REAR = 15'
SIDE 5.0'
SIDE CORNER a 10'
PLOT PLAN ONLY"'
NOT A SURVEY)
PROP
LOT 168
LVI 4,760 50.FT.
LANG 1,467 SO.FT.
GARAGE 455 SO. FT.
ENTRY 71 SO. FT.
LANAI a 139 SOFT.
BREEZEWAY° N/A SOFT.
DRIVEWAY 403 SOFT.
A/C PAD 18 SO.FT.
WALKWAY 68 SO.FT.
IMPERVIOUS a 54.8 R
WITNESS DINT
2.622 SOFT.
SOD 9 1 AA SO_ FT
R/W = 440 SOFT.
APRON a 110 SO. FT.
SIDEWALK - 200 SOFT.
OSED INFORMATION SHOWN A"CA a 5.223 50.1"T.
BASED ON SUPPLIED PLAN DRIVEWAY - 513 SO.FT.
AND/OR INSTRUCTIONS PER SIDEWALK - 268 SO.FT.
CLIENT(NOT FIELD VERIFIED) SOD - 2,291 SO.FT
GRUSLTNML'YL'R—SCOTT & ASSOC., INC. — LAND SURVEYORS
LCGCND LEGEND -
PP FLAT rLH. POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
I.P. IR. itELDIRON PIPE
IRDN ROD TT. PRLP=
I. TTPWALPOINTBE
CavaREVERSE
CURVATURE
POINT OI CDPd1ND d1RVATIIRE
NOTES
THE UNDERSIGNED DOES HEREBY CVMrV TINT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Or
CX CONCRETE 1DHENT4R1/i'
RAIL RADIAL PRpFES,ypNAL SURYEIORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES
SET LR. IA /RLR 4576 MR. ADM -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SM94TURE AND MGM RAISED SEN. T10S SURVEY MAP OR COPIES ARE NOT VAUD.
RCC 4ECOVERC1 V.P. WITNESS DINT J. THIS SURVEY WAS PREPARED MOM TITLE INFORMATION FTR HMMID M THE SURVEYOR. MERE MAY BE OTHER RCSTRIC11ON5
PdA. DINT Or BEGINNING CALL CALCULATED OR CASEMENTS 1NAT AFFECT THIS PROPERrr.
47.C. POIM OT COMIACl1CCMCNT PAX PEIMHAIiNT REMCHCE NONIAHCNT 4. NO IMOCAGROJI4D Wi710VEMCNTS HAVE BECK LOCATED UNLESS OTHERWISE SHOWN.
WD•
CCNICRLIME rF. FINISHED FLOOR ELEVATION A 7M SURVEY LS PREPARED FOR THE SOLE BENEFIT OF TNOSC CERTIFIED TO AND SH04W NOT SE REUm UPON BV ANY OTHER ENTITY.
RN
NAIL 6 DISH
RIGHT -OT -VAT RSLA.M. WILDING SETRACK LINE
BENCHMARK DIMENSIONS SHOWN FOR INC LOCATION OF WPROVEMEMS HEREON SHOULD NOT BE USED FIT RECONSTRUCT BOUNDARY ONES.
CSMT. EASEMENT BJ. BASE BEARING 7. SEARINOS, ARE BASED ASSUMED DATUM AND ON TME UNE SNOMN AS BASE BEARING (&B.)
DRAIN. DRAINAGE d ELEVA)ION& 1F SMOWW ARE BASED ON NATIONAL GEODLTC DANM OF 1920, UNLESS OTNERWL% NOTED.
UTIL. CLIC. VD.FC. UTILITYCHAIN LINK FENCE
VOOD FCMCC
P. CERTIFICATE Or AUTHORFMTION W 4508.
CIDP.C. CONCRETE BLOCK
POINT Or CIMVATURC SCALE H 1• . 20'-----4 DRAWN BY. -
P.T. OCSC. POINT Or TANGENCY
BESCRI TIOM CERTIFIED BY.• WE ORDER No.
R RADIUS
L ARC LENGTH PLOT PLAN 05-03-2018 2787-18
DC DELTA CHORD
CL CHORDS BEARING
NORTH
THIS BUILDING/PROPERTY DOES. NOT UE WITHIN —H
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' CRUSENMR, R.L.S. 1 4714
ZONE X. MAP / 12117C 0033 F. W. SCOTT R.L.S 1 4801
15'-8' 14'-4'
NOTE:
00 NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES
WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE
DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487
15'-8' 14'-4'
THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAVNNCS AND
RECO..r
TILE ROOF
do
OR
T) ON
A.F.F.
18.2262
HANGER CHAR
4h= HUS 26 (SIMPSON
11 = THA 422 (SINPSON)
wXLDItvG
SANFORD
QFOARTt ;cc
REFER TO @
PACK FOR
CONNECTION.
TYPICAL 7' SETBACK
CORNERSET LABELING
AND SPACING
ATTENTION!
r.J r.
aii
REFER TO BCSI —BI
Irs est M et tw v aw ved
f b tw wts Tft
Total Truss Owntlty - 189.
General Notes
1) N yawl cwd bra Ilol Own aM ed
b b.
gnbbe
drw
2) N Irgn Y Y warn NLiN dm 4,adr
7) N br Neiq b W GG elm tlbnir
ft" 4) Pff Lr IW bMib W"l ,aaaa•,dolla,
ya,asai 11 & MY Y pd r •
elabaai Osil IS DAG mr a* is b
M TMd • ,a=A u 41 w blar •dJ
i BaY tl`aipbaA tY krlb'r WMAwfeblGSFfi IliYiad badq
4,bk
ROOF LOADING SCHEDULE
TCLL • 20 PSF
TCOL • l7 PSF
BCLL • PSF
BCDL 10 PSF
TOTAL • 47 PSF
DURATION = 1.25 %
VNND SPO/TYPE- 150 MPH
ENCLOSED
BLDG EVOSURE • C
USAGE • REMENTIA CAT O
VNNO IMPORTANCE FACTOR= t
UPLIFTS BASED ON- 9.2 PSF
DESIGN CRITERIA
PBC 2017
TPI 2014
T——*b de,p Caam "pbde
dengpced ra ASIDE T -l0 •a meaem
mee (mo b%h m,ape•d, a,d cl.dduryp
W ouio J.ud fmoe,w,n4 paaro
Tbm mase -%v b® —W m cun m
d&w.d 100 pdnonoo,nu,em WDA tbwd m<
lad
FLOOR LOADING SCHEOUL
TCLL 40 PSF
L8TCDL 10 PSF
COL e 5 PSF
TOTAL • 55 PSf
ALL REACTIONS OVER 5000/
AND UPLTFPS OVER 1000/
ARE SHOWN ON ENGINEERING.
WALL KEY
9'-4" CEM
20•-3/..'.'
oESCRPTION INR. OATEA
N DAF N
u ev vaa r w r
r er • ev •aa
w a sura a
r ve ,n
w ooaa wnw Off. DATE
CARPENTER
CONTRACTORS
OF AMERICA
7900 AVEME G. K V.
VINTER HAVEN FLORIDA 33M
PNOIE, <900I "9-8006
FAX.(063) 294-2488
BUILDER TAYLOR MORRISON
PROJECT THORNBROOK
MODEL 2662/A
CCA PROJ/MOOEL/ALT
9A6/9A7/26856/266HA/2WA
ALT OESC
OTC :
LOT : 219 BLOCK:
DESIGNER
jjp
PACE
112/16/10
LAN4330071R SIC4E "=
1'
wM
ENGINEERING PACKAGE
Builder: TAYLOR MORRISON
Project: 9A6/9A7 THORNBROOK
Model/Building: 258SE/258MA/258TA
Lot Alt:
Lot: 219 Block: Unit:
Address:
JobNumber: N333522
Revision Date: New Load #: RA01
CARPENTER CONTRACTORS OF AMERICA, INC
3900 AVENUE G. N.W.
WINTER HAVEN, FLORIDA 33880
PH (800) 959-8806 FAX (941) 294-7934
x-
HIS OY6 MI AMEO FAOM COMPUTER INPUT (10,05 a 01N(NSIONS) SUSKITTEO By TRUSS RFK-
j.-)
STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES
Strongback Bridging Guidelines for Roof Trusses
Stran9gback bridging for roof trusses Is not a requirement
of ANSi•TPI 1.2002 but It is a strongly recommended guideline
by Carpenter Contractors of America. It serves the following two
functions:
1) Bridging aligns the bottom chords after they are set so they
ere unlrorm along the telling line. This, In turn helps minimize
wavy ceilings' after the installation of drywall.
2) Bridging helps 'planing•out' the transitional or relative
deflection of adjacent trusses due to on offset in spans.
In either case, strongback bridging should not be attached
to adjacent trusses that need to be Jacked into place more
than Y inch.
Strongbackbridging to roof trusses does not serve as temporary
or permanent bracing and is not Intended to help distribute or
share design loads between trusses. Consequently, no design
loads have been accounted for with this detail and continuous
strongback bridging should not be attached between common and
girder trusses thet have more then SI inch differential deflection.
STRONGBACKS SHOULD BE ATTACHED TO
WALLS AT THEIR OUTER ENDS OR RESTRAINED
BY OTHER MEANS.
STRONGBACKS SHALL BE A MINiNNUM OF 216, AND SHALL BE•ATTACHEO
WITH A MiNIMUM OF THREE 16d COMMON OR (3) 0.131 1 3' GUN NAILS
TO A 114 VERTICAL WEB MEMBER
The graphic shown on this detail is for generic Illustrative purposes
216 STRONGSACK only. The enact location of strangback bridging will be specified by
Carpenter Contractors of America.
The use of strongback bridging shall in no way interfere with any
other design considerations specified by the Engineer of Record
or Building Designer.
The nailing requirements shown are consistent with ANSI/TPI 1.2002
for strongback bridging.
N.T.S -Not To Scale)
6be6ogaecip9etf1as0et6SfIB••6SfBBREFI[ E [R
Oesign Crit: TPI-2002(STO)/FBC
L 1 E - PLT TYP. Wave C RT -1.00 1.25 10 0 7.31.11 t Y:l FL/ -/I/ -/E/ -/-
1„14,1. •K W.M. 1.11411. TC LL PSF REF R081- 48357
r[Ita n a<al 1tvl,al. <N,r1R ,4tn IrrK••llap, IYta l{YR to rrl I,- r . Ir,TIT1r1. /It
111. 4RWR•, P. 811.1 r. vR• PIM Ra QI.v:1a V •K,1<•. UK
Kir a(a mar.....
IR[aK1R Iue..""' R unq •a. a.m Kam„ ruK n wrr,.In r.R rKRtaa. v4t
TK c.a, a.LL Y•vi rKr4ll •rnt.a R,YLTY4t K,M .. a,rTO, [,Nq W4 l aT D TC OL PSF DATE 07/28/09
tT0. IRItaRt
YK4, .RKtm .wo uanc• 8C OL PSF ORW KCU$R061 09209396
INPORT.Nr •IW {K .tan .. lYl, MI. K T. IOT44TM [,ROCS". rn Rt. I. w4 a
n wIu ,a r,v,t K <KrKL•K .IrY Na92212 - BC LL PSF HC -EMG OR/OR
ALPINE
a 4awn4[ •K •e cRur{a nw ou Ka K, •v r.aau
1: . r• 11471.. NIN%I.. ttlMi.. I,IT4llaa , t4<I. M U01a.
ttRt. ,KI.O YIT. •M,144[ rt,rltlKt t1 tat 1KT1K4.t1/. Mc ar •ta••1 ua it 1. ITv 1G
t11 tur. RIt,. •Irtr
4
TOT. L0. PSF AR36u(Rp n•r1a ..1 w.l ,• K/K/{t4 d.N K/q •tu .K) K41 N/tr h../,
v 1a IM .1 Talta K,. Y4RI .1.4. 1. l 'a ., rvlt K{: R, KIIT{K ria Oa.YRaa I,N•t IFTATE OF
OUR .FAC . FROMK . . O 1. I.RRIK .r K.Rt raWKa O al p.4 Kra .aro •1 Rn K....... FCO. RW 6uatlM CKwNKIMb 01wu1 •
R.I;I. q,FL 311
FLCOA10m
iiiia uwti 'tint iun /uIrt •a lN ini aw lin rii'.Intw u1.i4aatir[ auwuiilur! i i,i
vINPt KI1at[a K. Mal/rrI 1 tR. t•
R:O'0
Jul f011pM1LT%t SPACING JREF- ITT0081 ZIS
10
HU/HUC/HSUR/L
Hangers
HU -NUC hangers may be irutallud on a nusonrykronuetu wall
as describers below. Additionally, HU harlgers wdh one flange
concraled xray oe installM simitady.
HU and HUC products are heavy -duly face-mounl joist hangers
made from 14 -gauge galvanized steel.
The HUC is a concealed flange (face flanges turned in)
version of the HU.
HU is available with both flanges concealed, provided the
W dimension is 245e or greater, at 100% o1 the table bad.
Specify HUC.
HU is available wrath one flange concealed Wien the W dimension
is less than 2W at 100% of the table bad. Spec h, as an 'X'
version and specify flange to concsal.
For any HU or HUC shown in this catalog, the user may
ubsolute all lac c r>v.L with 1. i 1 i.^ Then° 2 sere+.,
Model ITN2-25134 H. Follow all installation instnictions and
use tha Ilads liom this cralrg.
Material: 14 gauge
Finish: Galvanized; ZMAX° and stainless steel available
Installation:
Attach the hangers to c:orwrela or GFCMU vmis using
hex -head Tilen" 2 scrnvs. I ten screws for GFCMU (1./: A 2li4" —
Model TTN2-25234H nn d for w ncint6 (%'x 1 by — Mcdel
1TN2-251344 are not provided wrath the hangsrs,
Drill the )5•" -diameter hole to the specified embedment
depth plus 'h".
Ahernatrvey, drill the Vis diameter hole to the specified
embedment depth and blow it clean using compressed air.
Caution: Oversized -diameter holes in the base material
wrl reduce or eliminate the mechanical interlock of the
threads Wrath the base material and wrl reduce the anchor's
W- d capadty.
life) Installation lool Kits are al.dilable. l hey include a
11W drill ba and hex-hezd driver bit (Model TTNT01-RC):
a:N" x4!4* drip bbl rs dlso a1 ailaUu (Model MD618412).
A minimum end and edge distance of 11h' is required.
Options:
For skewed hangers use 75% of tette Uplift bad. If hanger
varith i, greafri, than 3%6', then use f:0% of table down1wrl;
utherw4so Use 100% of tabls Wwlnbad.
Codes: See p.14 for Code Reference Key Chan
M
Cowan! Hanes
HUC410
11h'rn_
SIMPSON
StrongTie
HUG4101nstalled on
Masonry Block End Wall
HUC410 Installed on
Masonry Block End Wall
279
Simpson Strong-TieWood Construction Connectors
Hangers (cont.)
Thew Products are avalable wnlh additional corrosion proteclron. For more snlOnnalion, see p. 18.
a
to
O a
SIMPSON
Strong -Tie
Model No. Fasteners
AOowable Loads (OF/SP)
CodeGFCMUConcrete
Standard Concealed
GFCMU
7itcn• 2
Concrete
Thee 2
Joist
Uplift
160)
Down
100/125)
Uplift
16D)
Down
100/125)
Ref'
HU26 HU26X 4)14" x I3: 4) :%:' c 1 W 2)10d x I W 335 1,000 335 1.545
HU28 HU28X 6) !%: % 1+: 6) !%•• x 1IN" 4)10d x 1'h' 545 1,500 760 2,400
HU210 HU210X 8)!': %1;,• 8)'•%x 1.• 4)10dx1e 5.15 2,000 760 2,415
HU46(Min,) HUG46 8) : x I•!. 8)' x I,. 4) 10d common 760 2,000 760 3,200
HU46 (Max.) HUC46 12) Vs 1'T 12) .' x ' 1: 6) 106 common 1,135 1 3,000 1,135 3,950
HU2&2 (Min.) HUC26.2 8) !•l x VY 8) !4" x 1-W 4) )Oil common 760 2,000 760 3,200
HU26-2 (Max.) HUC26-2 12) IV., 12) A" x 1 is 6)10d common 1,135 3.000 1,135 3,950
HU48 (Min.) HUC48 10) V x 1.1'+- 10)'..` x 11: 4)10d common 760 2,500 60 3,725
HU48 (Max.) HUC48 14) :: IW 14) : ' :." 6)10d common 1,135 3,500 1,135 4,920
HU28.2 (Min.) HUC28-2 10)'%i x I Wi 10)'%." r. 1 z'.' 4)10d common 760 2,500 760 3,725
HU28.2 (Max.) HUC28-2 14)'A x 11W 14) w' x 14' 6)10d common 1,135 3,500 1,135 4,920
HU410 (Min.) HUC410 14) V, 1-!, 14) V 7 ' W 6)10d common_ 1,135_ 3,500 1.135 4,920_
HU410(Max.) HUC410 18)'V:I•', 18)A a -s 10) lod common 11800 4,500 1,800 4,920
HU210.2 (Mm.) HUC210-2 14)'.Y x I A' 14) :'•` x 14: 6)10d common 1,135 3,500 1,135 4,920
HU210.2 (Max.) HUC210-2 18) : 141 18) :': x 14'; 10)10d common 1,800 4,500 1.800 5,085
HU28X Slew 45• Not ava [able) I6) ! i" t 13'4' 6) '%' x I e.' 4) 10d x I W 670 1,500 670 2.400
HSUL/R26-2 HSIA/HG26-2 12) V x IA: 121 :`, , I 4)16d x 2'h' 900 3,000 1 900 3,135
HU2=-2 HUC24-2 4) !•:" x'!?: 4) !." x I v: 2)10d common 380 1,000 380 1,545
HU212 fill?' 2'!, 10) A, x 2.1. 10) %: x I1. 6)10d x 1 h• 1,135 2.500 1035 2,665
HU214 H1)? 14 12)'A x ? t,' 121':: x 1.1: 6)10d x l W 1,135 2,665 1,135 2,665
HU26-2 (Mm.) HUC26.2 RAm•) 1) t x? A a) '•: x 1 ': 4) 10d common 760 2,000 60 3,200
HU26-2 (Max.) HUC26-2 (Max.) 12) `x : 12) :: x' •.: 6)10d common 1,135 3.000 1,135 3.950 170
HU26-3 (Min.) HUC26-3 (Min.) 8) !.' x 2i'. 8) !%: x 1 i4• 4)10d common 760 2,000 760 3,200
lIU26-3 (Max.) IIUC26-3 (Max.) 12)'.V x 12) "VY 11': G) lOd common 1,135 3,000 1,135 3,950
HU28-2 (Min.) _
HU28-2 (Max.)
HUC28-2 (Min.)
HUC28.2 (Max.)
10) :i r_:'Y
14) V, 2x i
10) A x i ..
14) '."Y '-..'
4)10d common
6)10d common
760 2,500_ 760
1,135 3.500 1,135
3,725
4,920
110210.2 (Min.) IIUC210.2 (Mm.) 114) tY x 24;` 74)'h' x 1W 6) 10d common 1,135 3,500 1,135 4,920
HU210.2 (Max.) HUC210-2 (Max.) 18) %x ZW 18)'.:` x i 11" 10)10d common 1,800 4.500 1,800 5,085
HU_210-3 (Mm.)
HU210-3 (Max.)
HUG210.3 (Min.)
HUC210-3 (Max.)
14) V x 21
18) :• r :
14) :: r ' :*.-_
18) "'W -W •s.'
6)10d common_
10)10d common
1,1_3_5 3,500 1,135 4,920_
1,800 4,500 1,800 5,085
HU212-2 Win.) HUC212-2 (Min.) 16) A, x 21:" 16),-"x Ili' 6)10d common 1,135 4,000 1,135 4,920
HU212-2 (Max.) HUC212-2 (Max.) 22)1'+" r 2Y." 22)1+ r 11.' 10) 10d common 1,350 5.085 1.350 5,085
HU212-3 (Min,) HUC2.12-3 (Min.) 16) 'A' x ?b' 16) ''%: x 11. 6)10d common 1,135 4.ODO 1,135 4,920
HU212.3 (Max.) HUC212-3 (Max.) 22) + r 2x:' 22)'. r 1 10)10d common 1,800 5,065 1,800 5.085
HU214-2 (Min.) HUC214-2 (Min.) 18) % x 2-1; 18)'•x' x i 3: 8)10d common 1,515 4,500 1,515 5,085
HU214-2 (Max.) HUC214-2 (Max.) 24) Si' x 21:" 24)'%1' x 17:" 12)10d common 2.015 1 5,085 2,015 5,085
IIU214.3 (Mm,) IIUC214-3 (Mm.) 18) : x 23: 18) V x ' •s: 8)10d common 1,515 1 4,500 1,515 5,085
HU214.3 (Max.) HUC214-3 (Max.) 24) .:' r 2 V 24) .i" x 1 ._' 12)10d common 21015 5,085 2,015 5,085
HU216 I1112AX 18)'%: x 21VY, 18)'•x' x 11:" 8)10d x 1'h' 1,515 2,920 1,515 2,920
HU216-2 (Min,) I IUC216.2 (Min.) 20) :' r x. 201 ; 11 ++' 8)10d commas 1,515 4,920 1,515 4,920
lIU216.2 (Max.) IIUC716-2 (Max.) 26) i i :' 26) :; , 1' :' 12)10d common 2,015 5.085 2.015 5.085
HU216-3 (Min.) HUC216-3 (Min.) 20)'•." s i." 20)'''+" 11 V 8)10d commas 1,515 4,920 1,515 1 4,920
HU216-3 (Max.) IIUC216.3 (Max.) 26)14' a 2." 26)'•.' 1131" 12)10d common 1 2,015 5,085 2,015 1 5,085
1. UDl4: loads have been increased for earthquake or w nd duration wit'1 no fuArer increase is slowed: i.xlu i when nlfro bads govern.
2. Minimum r, = 2,500 psi and minimum 1'r„ = 1,500 psi.
3. When arty one Oarsge is wricealad specify right w left colice'aW flarsge.
4. Models wids'X' are not stock xenss.
5. Rokki ls tJi;;9 w in51a1L:1 svgs U1 1 1 rta:a tGrkws va rot k:>11b: U1 :° waltlsk'.r.
Fasteners: 1 Cd cumrven - 0.162' clLL x 3'e' long, t cid Y 2 t''' -0.162' d4L x 2'i' long: 1 W wnwscn - 0.148' dw. x long.
10d), 1 V = 0.148' cna. x 1 W Icnp• TTN2-25134H = 1.' x 1 W Titen 2, 771:.^-25234H ='.'.' x 2.11' Titan 2; TN2513411= T len 1:' x 1L"
orsd TTN25Z34H =Tree 5:' x t?:' m:,; *.*o toe ueei r,1 t„ 11lot a k'ars. See pp. 26-2; hx other ru!I sizer arsre In1k irnalnn.
280
UPDATED 04117117
F
Simpson Strong-Tie Wood Construction Connectors SIMPSON
Stro><iTie
Hangers (cont.)
These products are available with adedional corrosion protection. For more Information, see p• 18.
Model No. Fasteners
Allowable Loads (OF/SP)
CodeGICMUConcrete
Standard ConcealedTitan'
GFCMU
2
Concrete
Titan' 2
JoistJolst
160) 1001125)
Uplift
160)
Down
100/125)
Het'
HU44 HUC44 4)1W - 2r6" 4) !4' -- 111' 2)10d common 380 1,000 380 1,5.15
111,14G(Min.) HUC46 (Min) 8) !T : 7§': 8)'•'.' x 14: 4)10d common 760 2,000 760 3.200
HU46 (Max.) HUC46 (Max.) 12) "•' . 7?.' 12) -1 x 11Y 6) 10d common 1,135 3.000 1.135 3.950
HU48 (Min.) HUC48 (Mm.)(101 10) "'1"r 14:` 4)10d common 760 2,500 760 3,725
HU48 (Max.) HUC48 (Max.) 14)1.4` . 2V 14) !-; >,1." 6)10d common 1,135 3.500 1.135 4,920
HU410 (Mm.) HUC410 (Min.) 14)'•. r 2a'.' 14)'.1" x ia',' 6) IOdcornmon 1,135 3,500 1.135 4,920
HU410 (Max.) HUC410 (Max.) 18) ':.' • "V 18) !: • 1?'%' 10) 10d common 1.800 4.500 1.800 4,920
HU412 (Min) HUC412 (Min.) 16)'.4 x 2.' 16) is x 11 6) /0d common 1,135 4,000 1.135 4,920
lIU412 (Max.) IJUC412 (Max.) 22)'•." x 24': 22) 41•' 1 W 10)10d common 1.800 5.085 1.800 5.085
HU414 (Min.) HUC414 (Min.) 18) : • -. 18) ': • 1 :: 8) lOdcommon 1,515 1 4.500 1.515 5.085
HU414 (Max.) HUC414 (Max.) 24)' -% 7-,' 24) "' ; 1 1-: 12)10d common 2.015 5.085 2.015 5.085
HU416 (Ain.) HUC416 (Min.) 20)'.:" x 23;' 20) %:` x 13+ 8)10d common 1,515 4,920 1.515 4,920
HU416 (Max.) HUC416 (Max.) 26) !:" x 21,1-` 26) !': r 1'Y 12)10d common 2.015 5.085 2.015 5,085
HU66 (Min.) HUC66 (Min.) 8) !•: +? :'% 8)1.4- + 1!': 4)16d common 900 2,000 900 3,200
HU66 (Max.) HUC66 (Max.) 12) :. • ' ." 12)14" 1?': 6)16d common 1,345 31000 1,345 3.950
HU68 (Mn.) HUC68 (Min.) 10)14" s 2?': 10)1.•'+' x 1.' 4)16d common 000 2.500 900 3.725
HU68 (Max.) HUC68 (Max.) 14) 7Y x 2W 14) ':: x 144" 6)16d common 1,345 3,500 1,345 4,920
1-11.1610(111 HUC610 (Min.) 14) 4 14) :. 1?': 6)16d common 045 3.500 1,345 4,970
HU610 (Max.) HUC610 (Max.) 18) + : 244` 18) ' x 1 ' 8)16d common 1.795 4.500 1.795 5.085
HU612 (Min.) HUC612 (Min.) 16)'•'." x 24V 16) !': x ta:" 6)16d common 1,345 4,000 1,345 4,920
HU612 (Max.) HUC612 (Max.) 22) '4" x 21Y 2 2) !•,' x 1?:' 8)16d common 1,795 4,920 1,795 4,920 170
HU614 (Min.) HUC614 (Min.) 18)' .: 75Y 16)':" x 1 W 8) 16d common 1.795 4,500 1.795 5.085
lIU614 ('4ax.) HUC614 (Max.) 24)"--x. 24) %', 1 A 12) 16d common 2,015 5,085 2,015 S,0BS
HU616 (Min.) HUC616 (Min.) 20) 2:1: 20) .4" 4 1." 8) 16d common 1,795 4,920 1,795 4,920
HU616 (Max.) HUC616 (Mex.) 26)'+" x 2W 26)'.•'+' x 1 y4" 12)16d wminon 2,015 5.085 2.015 5.085
HU7 (Min.) Not available) 12) 4 • 1 12) .` • 1 !•: 4)10d x 11 Sa , 2,980 760 2.980
IIU7 (Max.) Not available) 16) •' x 'r. 16) '.' 1 % 8) 10d x 11h" 1,085 3.485 1,085 3.485
HU9 (Min.) Not available) 18) x 1 a•: 18) A x 1 a:" 6)10d x l'h' 1,135 3.230 1.135 3.230
HU9 (Max.) Not available) 24) 'r." • 1 h.•." 24) !: , 1 W 10)10d x 1 h" 1,445 3.735 1,445 3.735
HUI1 (Min.) Not available) 22)'+ x RV 22)''4"x I." 6) Old IW 1,135 3.230 1.135 1 3,230
HUI I (Max.) Not available) 30) '.' x 1 `W 30)'." x IV., 10)10d x t h" 1,445 3,735 1,445 3,735
HU14 (Min.) Not available) 28) . 1?,' 2 8) !:' . 1?1. -' 8)10d x 11h' 1.515 3.485 1,515 3.485
HU14 (Max.) Not available) 36)'f: x VW 36)'•:' x IF." 14)10d x 1 !b` 2,015 4,245 2.015 4,245
HU3.25r10 Not available) 22) '% x VY' 22)': x 1:' 10)10d common 1,895 5,085 1,895 5,085
HU3.25112 Not available) 24) '•' : 1-. 24) .00-: 12)10d common 2,015 5.085 2.015 5.085
HU410-2 (Mn.) HUC410-2 (Mn.) 14) x 1 t;" 14)'.2' x 1 AT 6)16d common 1,345 3,500 1,345 4,920
HU41D-2(Max.) HUC410-2(Max.) 18)!.'•1?': Ill)!: rl ." B)16dcommon 1,795 4,500 1,795 5,085
HU412-2 (Min.) HUC412.2 (Min) 16) 1,% '1,' 16) ,- x 1 cY' 6)16d common 1,345 4.000 1.345 4,920
HU412-2 (Max.) HUC412.2 (Max.) 22) ',' x 1-< 22)': x 1'+. 10)16d common 1,800 4.920 1.800 4,920
HU414-2 (Mn.) I IUC414-2 (Min.) 20) !r•" x 1?x" 20) !'+" 4 11'." 8) 16d common 1,795 4,920 1,795 4,920
HU414-2 (Max.) HUC414-2 (Max.) 26) '-%' x I." 26) ',1"% I?4" 17)16d common 2,015 5,085 2.015 5.085
1. Upi.ft (pads have been ncreasee for earthquake or wind duration with no tunher increase is allowed, m6mo Nm6n other IJarJs go-mrn.
2. Mnxrx•m Ili; = 2,500 psi and nvnir um I'm = 1.500 psi.
3. When only one flange is concealer specify right or left concealed flange.
4. Models with "X' are not slock items.
S. Froducts shall be instal ;uc h ! iol T kxh' ;caws am not PADor cd Ic wcathru.
Fasteners: IGo cx,r anon = 0. I e1^[' d'u. v 511,' lora 16d x 2w'= 0. leT d,a. x 21, Will; 101t cgn'rrI - 0.146' di:i..3' 11
t(Yi . 1!:' _ 6w dw, x 1 w Inky. nf42-25134.1 = 5.' 4 14V 1 cen 2: 1TN3-2523-t 1 = 4' x 2+0' Iden 2: T1 N251341 I _ R -n V x 14V
and 77,42523414-Ti',ah •.a•, _^14' r, zy also W lkht'd ::1-ull lablL leads. Sca pp. 2Cr27 4;r ottxr i1a I rh eG arxi nlonnet4m.
UPDATED 04/17117
281
Simpson Strong-Tie Wood Construction Connectors
Face -Mount Joist Hangers
This product is preferable to similar connectors because
of a) easier Installation, b) higher loads, c) lower
installed cost or a combination of these features. — —
AU hangers in this series have double shear nailing — an
innovation that distributes the load through two pants on
each joist nanl for greater strength. This allows for fewer nails.
taster installation, and the use of all common nails for the same
connection.
Double -shear hangers range from the light capacity LUS hangers
to the highest capacity HGUS hangers. For medium bad truss
applications, the MUS offers a lower cost alternative and easier
installation than the HUS or THA hangers, while providing greater
load capacity and bearing than the LUS.
HGUO hangers provide similar capacities as HGtf.S douhle-shear
hangers, but they use Simpson Strong -Ties Strong-Drivee SDS
Fleavy-Duty Connector screws instead of nails for faster and
easter installation. In addition, the Strong -Drive SDS Heavy -Duty
Connector screws help transfer the bad between the piles of the
supporting girder when they penetrate all piles.
Material: See tables on pp. 236-237
Finish: Galvanized. Some products available to stainless steel
or 7 -MAX* coating, HCUU available .n HDC; see Corrosion
Information, pp. 15-18.
Installation:
Use all specified fasteners; see General Notes.
Nails must be driven at an angle tluough the joist or truss
into the header to achieve the table loads.
ate
1'Ai Iw lyg
p
0
H
L,w 8
LUS28 6MUS28
6HHUS210-2
SIMPSON
StronggTie
a
I
e
6HUS210
04US26, HUS28,
at id HHUS surntar)
W(
Typical HUS26 Installation
with Reduced Heel Height
Truss Destgnerto provide
fastener quantity for connectM
multiple rnernws toyetheu)
235
1
236
LUS/MUS/HUS/HHUS/HGUS/HGUQ
Face -Mount Joist Hangers (cont.)
Thine products are available with additional corrosion, These products are approved for installation with the Strong -Drive•
protection. For more rnrmtoatron, see p. 18. SD Connector screw See pp. 39-40 for more rntormation.
Model
No.
Min.
Heel
Height
Ga.
Dimensions(in.) Fasteners
W N B Carrying
Member
Carried
Member
Model
No.
Single 2x Sizes
Floor
100)
Snow
115)
LUS24
LLIS26
2%
4'A
18
1956
1356
3'b
4V4
135
13'4
4)10d
4)10d
2)10d
4)10d
MUS26 4"A6 18 1916 SY4 2 6)10d 6)10d
HUS26 4y,6 16 1% 5% 3 14)16d 6)16d
HGUS26 44frr 12 191 5% 5 20)16d 8)16d
LUS28 4% 18 1956 6% 13'4 6)10d 4) SOd
MUS28 6956 18 1'As 6"lis 7 8) 10d 8)10d
HUS28 G'h 16 191 7 3 22)16d 8)16d
HGIlS28 6946 12 1% 71i 5 36)16d 12) 116d
LUS210 4'!4 18 195e 7456 13'. 8) 10d 4)10d
HUS210 8% 16 1% 9 3 30)16d 10) 16d
1. See table below
for allowable bads.
SIMPSON
Strong -Tie
Note: For dimensions and laslej ter 4nforrnatbn, see table above. Sce table tootno:es on p. 237.
HHUS/HGUS
See Hanger Options information on pp. 121-123.
HHUS - Sloped and/or Skewed Seat
HHUS hangers can be skewed to a maximum of 451 and/or sloped to a maximum of 45•
For skew only, maximum allowable download is 0.85 of the table bad
For sloped only or doped and skewed hangers, the maximum allowable download is 0.65 of the table bad
Uplift bads for sloped/skewed conditions are 0.72 of the table load, not to exceed 2,475 Ib.
The psi must be bevel -cut to allow for double shear nailing
HGUS - Skewed Seat
HGUS hangers can be skewed only to a maximum o1 45". Allowable loads are:
HGUS Seat Width Joist Down Load Uplift
W < 2• Square cut 0.62 of tattle bad 0.46 of table load
W < 2• Bevel cul 0.72 of table bad 0.46 of table load
2" < W < 6• Bevel cut 0.85 of table bad 0.41 of table load
2" < W < 6" Square cut 0.46 of table bad 0.41 of table load
W > 6• Bevel cut 0.85 of table load 0.41 of table load
Awls
side
opetaty dnpfe
Top View HHUS Hanger
Skewed Right
Joist must be bevel cut)
All ioist nails installed on the
oulside angle (non-acute side).
OF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads
Model
No. UPItft1
160)
Floor
100)
Snow
115)
Rool
125)
Wind
160)
Uphill
160)
Floor
100)
Snow
115)
Root
125)
Wind
160)
Uplllit
160)
Floor
100)
Snow
115)
Root
125)
Wind
160)
Code
Rel,
Single 2x Sues
LUS24 490 670 765 825 1,045 490 725 830 895 1,135 420 575 655 705 895
111S76 1,165 865 990 1,070 1,355 1.165 1,076 1,165 1,475 1,005 740 845 915 1.160 17, FL.
MUS26 1,090 1,295 1,480 1,605 1.825 1,090 E1,410 1,610 1,745 1,825 940 1,110 1,265 1,370 1,570
L17
HUS26 1,550 2,720 3,095 3,335 3,335 1,550 2,950 3,335 3,335 3,335 1,335 2,330 2.650 2,820 2,865
H6111126 1 Ayn 4,3fn 4,885 5,230 5,390 1 nen 4,725 5.290 S,39D 5,390 qnb 3,750 4,200 4,5110 4.635 f I
I LIS78 1.165 1,100 1,255 1,360 1,725 1,165 1,700 1,365 1,480 1,835 1,005 940 1.075 1,165 1,475
MUS28 1,555 1,730 1,975 2,140 2,645 1,555 1,880 2,150 2,330 2,645 1,335 1,475 1.690 1,830 2,275 17, FL, L17
HUS28 2,000 3,965 4.120 4,220 4,335 2,000 3,790 3,960 4.070 4,335 1,720 2,905r3,O35 3,125 3,435
IiGUS28 1,7!'l1 6,745 6,970 7,125 7,275 1.190 6,460 6,705 6,670 7,275 1,540 4,9601G0 5,290 5,745 fLI11S2tC1.165 1,340 1525 1,650 7.,090 1,165 1,445 1,660 1,795 7,770 1,005 1,145305 1,415 1,745
FL,
HUS210 3,000 4.25b 4,445 4 5/5 5,020 3.000 4,IOS 4,310 4,450 4,930 l,5l10 3,150 3,315 3,425 3,815
17, L77
Note: For dimensions and laslej ter 4nforrnatbn, see table above. Sce table tootno:es on p. 237.
HHUS/HGUS
See Hanger Options information on pp. 121-123.
HHUS - Sloped and/or Skewed Seat
HHUS hangers can be skewed to a maximum of 451 and/or sloped to a maximum of 45•
For skew only, maximum allowable download is 0.85 of the table bad
For sloped only or doped and skewed hangers, the maximum allowable download is 0.65 of the table bad
Uplift bads for sloped/skewed conditions are 0.72 of the table load, not to exceed 2,475 Ib.
The psi must be bevel -cut to allow for double shear nailing
HGUS - Skewed Seat
HGUS hangers can be skewed only to a maximum o1 45". Allowable loads are:
HGUS Seat Width Joist Down Load Uplift
W < 2• Square cut 0.62 of tattle bad 0.46 of table load
W < 2• Bevel cul 0.72 of table bad 0.46 of table load
2" < W < 6• Bevel cut 0.85 of table bad 0.41 of table load
2" < W < 6" Square cut 0.46 of table bad 0.41 of table load
W > 6• Bevel cut 0.85 of table load 0.41 of table load
Awls
side
opetaty dnpfe
Top View HHUS Hanger
Skewed Right
Joist must be bevel cut)
All ioist nails installed on the
oulside angle (non-acute side).
Face -Mount Hangers
These products are available with additional corrosion , These products are approved for installation with the Strong -Drive"
protection. For more information. see p. 18. SD Connector screw. See M 39-40 for rnore, information.
a
a
a
a
SIMPSON
j stlbi,
Model
No.
Height
Min.
Heel Ga. I
IDlinensions (In i Fasteners DF/SP Allowable Loads SPF/HF AOowable Loads
Code
RelCarryingCarried
W H 8
Member Member
Uplift Floor Snow Root
160) (100) (115) 125)
Wind
160)
Uplift Floor Snow Roof Wind
160) (100) (115) (125) (160)
Double 2x Sizes
LUS24.2 21A 18 31/k 3 h 2 4)16d 2) l6d 440 800 910 985 1,250 380 680 780 845 1.070
LUS26 2 _
HHUS26-2
4!4
434
18 3'A 4'A
14 344 5%
2
3
4)16d
jf4T11&J
4)160
it
1,165 1,030 1,180. 1,280 1,625 1,000 880 1,0'0 1,090 1.385
1,550 2,785 3,155 3,405 4,265 1,335 2.390 2710 2925 3,665 17 L17 FL
HGUS26.2 496 12 3•'/6 5346 4 RW 16d 8)16d 2.155 4,355 4,675 5.230 5.575 1855 1750 4.200 4.500 4,795
HGU026-2-SDS3 5)412 344 5% 4 12) Yi x 3' SDS 4) /' x 3" SDS 1,635 5.040 5.565 5565 5565 1,175 3,630 4,005 4,005 4,005 FL
LUS28-2 444 18 3'A 7 2 6)16d 4)16d 1,165 1.315 1,500 1,625 2.060 1,000 1,125 1,285 1,390 1,765
HHLIS28-2 644 14 334 7 y. 3 16d 16d 2,000 4,210 4,770 5,140 6,440 1,720 3,615 4,095 4,415 5,375 17, L17, FL
HGLIS28.2 6416 12 344 7% 4 36) 16d 12)16d 3,235 7,460 7.460 7,460 7.460 2,765 6.415 6,415 6.415 '6.415
HGU028-2-SDS3 7'/. 12 3416 734 4 2O) V. x 3' SDS 6) Y: x 3" SDS 2,565 7.330 7,330 7„330 7,330 1,845 5.280 5,280 5.280 5,280 FL
LUS210.2 V, 18 31A 9 2 8116d 6)16d 1,745 1.830 2,090 2,265 2.810 1,SD0 1,565 1.785 1,935 2,455
HHLIS210-2 831 14 3% 8% 3 16d 10)16d s 'S 5,635 6,380 6,880 7.165 352.5 4,635 5,270 5.380 5,765 17 L17, FL
HGUS210-2 _
HGU0210-2-SDS3
844
9%
12 3%, 936
12 344 93're
4
4
46)16d
2 '/: x 3" SDS
16)_164 _
181 %.' x 3" SDS
4095 9.100 9,100 9,100 9,700 3,525 7,465 7,730 7,825 7.825
3.440 7.415 7,415 7,415 7.415 2.475 15.340 5,340 5.340 5340 FL
Triple 2x Sixes
HGUS26-3 4% 12 41356 51h 1 4 1 16d 8)16d 2,155 4,355 14,875 15,23D 5,575 1,855 3,750 4,200 4,500 4,795 17, L17, FL
HGU026-3-SDS4.5 514 12 4134 51h 4 (12)'/.' x 4'h' SDS (4)1/• x 4'h' SDS 1.635 5,040 5,165 15.165 5,165 1,175 3,630 3,720 3,720 3,720 FL
HGUS28-3 GW* 12 4'346 7/ 4 3G)16d VZ l6d 3.235 7,460 7,460 7,460 7.460 2,785 6,415 6,415 6,415 6,415 17. 1.117. FL
HGU028-3-SW.5 7Y.. 12 4'316 7Y. 41 1/'Y41%j SDS (5)Y.'x4'h'SDS 2.565 8,400 9,175 9.175 9.175 1,845 6.050 6.605 6,605 6.605 FL
HGUS210-3 111% 12 4'34 9'/. 4 46)16d 11G) 16d 4,095 9,100 9,100 9,100 9,100 3!)25 7825 78'15 7,825 7825 17 L17, FL
H00021p3SD545 9y 12 4'416 9Y. 4 [L81'/'x4Yi'SDS(1)Y•'x45'S0.S 3.440 9.%44 9,/44 9./45 9.%45 2.415 7,014 7,015 7015 /AIS FL
HGUS212.3 1095 12 41446 10.'. 4 16d l6d 5.045 9,600 9,600 9.600 9,600 4,335 8,255 8,255 8.255 8,255
HGUS214-3 12% 12 4'416 12.. 4 lid 2)164 5,515 10.100 10.100 10,100 10,100 4,745 8.685 8,685 8.685 6,685 17 L17 FL
Ouadruple 2x Sixes
HGUS26.4 5'h 12 644 5346 1 4 164 16d 2.155 4,355 4,875 5.230 5.575 1,855 3,750 4,200 4.500 4,795 17 L17 6L
HGU026-4-SDS6 554 12 644 5% 4 12)A x6'SDS 4)'A x6' SDS 2.375 5.040 5.165 5,165 5.165 1.710 3.630 3,720 3.720 3.720 A
HGUS28.4 77. 12 G%6 734 4 36)16d 1711Gd 3.235 7,460 7,460 7460 7460 2,765 6415 6,415 6,415 6,415 17, L17 FL
HGU028-4-SOS6 7Y. 12 644 744 4 20)'/.'x6'SDS 6)'/.-x6'SDS 4,020 8,400 8,660 8.860 8.860 2,890 6,050 6.380 6,380 6,380 FL
HGUS210-4 9 V. 12 694 9Yw 4 46)16d 16116d 4,095 9,100 9,100 9.100 9.100 3,525 7825 7,825 7,825 7,825 17, L17 FL
HGU0210-4-SDS6 914 12 694 936 4 Z8)'/: x6"SDS 8)1/4"Y 6"SDS 4,170 10,26010,26010.260;i0.260 3,000 7385 7385 7385 7385 FL
HGLIS212-4 _
HGUS214.4
1055
1255
12 694 1031
12 694 1245
4
4
SG)16d _
66) l6d
10)16d___
22)16d
5,045 9,600 9,600 9,600 9,600 _4,335 8,255 8,255 8_255_ 8.255
5,515 10.100 10.100 10,100 10,100 4,745 8,685 i.-6-8-518,685 8.68,5 17 L17 FL
4x sixes
LOS46 4% 18 334 41K 2 4)164 4)16d 1,165 1.030 11,180 11,280 1,625 1,000 880 1,090 1,385
HGUS46 41/6 12 3% 4746 4 20) 16d 8) l6d 7,155 4,355 4,875 5,230 5575 1,855 3,750 4,500 4,795 17,1.17, A.
HHUS46 446 14 3% 534 3 14)1611 6)16d 1550 2.790 3.160 3,410 4.265 1,335 2390 2.925 3.665
HGU04G-SDS3 5% 12 3% 4'A 4 12)Yix3'SDS 4)Y:.3'SDS
P4.200
I,(i35 5,040 5,165 5,1165 5,165 1,175 3,G30 3,720 3,720 tl.
LUS48 436 18 344 63: 2 6)'6d 4)160 1,165 1,315 1,500 1,625 2,060 1.000 1,125 1390 1,765
HUS48 6h 14 356 7 2 6)1Gd 1,550 1,595 1,915 1,960 2,470 1,550 1,365 1,680 2.115
2.000 4.215 4,770 5.150 6.440 1,720 3.615 4,415 5535 17 L17, FL
6)164
HHLIS48 - 6'h 14 3434 755 3 R2)16d (8)164
HGUS48 _
H00048-SDS3
6346
7%
12 3% 7)56
12 345 674
4
4
db116d_
RO)1/'x3'404
121 16d
611/.-x3'SDS
3,235 7,460 7,460 7,460 _7,460 2,785 6,415 6,415 6,415 6.415_
2565 7.330 7,330 7,33017330 1.845 5.280 5.280 5.280 5,280 FL
LUS410 61/. 18 344 83: 2 l6d 16d 1,745 1,830 2,090 2.265 2,870 1500 1.565 1,785 11.935 2,455
HHLPS410 8% 14 3% 9 3 30)16d 10)16d 3.745 5,640 6.385 6.890 7165 3.440 4,835 5.480 5,910 6,165 17. L17, FL
HGUS410 8346 12 341 9146 4 46) 16x1 1G) lid 4,095 9,100 9.100 9700 9100 3,525 7.825 7,825 7.825 7,825
11GU0410-SDS3 9134 12 3% 8'A 4 28) Y: x 3' SDS 8) /' x 3 SOS 3,440 7.415 7,415 7.415 7.415 2.475 5.340 5.340 15,340 5.340 FL
HGUS412
HGUS414 -- -
10W 12 3% 10346 4
117rk 12 3434 1234' 4
56 lfid _
66)16)
20)-16d
2Z t6d
5,045 9,600 9,600 9,60D 9,600 _4,335 8,255 8,255 8,255 8,255
5,515 10.'00 10.100 10.00 10,100 4,745 8,685 8,685 8,685 6,685 17 L17, FL
1, UPd-h bads have been increased ler wind or eanhquake baring with no further
increase allowed. Reouce where other bads govern.
2.Wnd (160) is a download rating.
3. Minimum heel height shown is required to achieve hA table bads. For less than
minimum heel height, see technical bulletin T-C-REDHEEL at strongtie com.
4. Tiuss chord crossyrain tension may I mit allowable loads in accordance
with ANSVIPI 1-2007. Simpson Strong -TWO Connector Selector' Software
ncl,des the eva6stion of cross -gran tension in rts hanger allowable bads.
For additional reformation, contact Si-pson Strong -Te.
5. Simpson Strorg-TWO Strong -Drive° SDS Heavy-Duy Connector sueAvs are
permitted to be instated through metal truss plates as approved by the Thus
Designer. provided the requirements of ANSMI 1-20' a Sections 7.5.3.4 and
9.9.2 are met (pre-driing required through the plate using a max,mum of %' bit).
6. Sbang•Dri a SDS Heavy -Duty Convector screws that penetrate all pies of the
support6g glider (screws must penetrate a m'nirrurn of 1' into ilia Last truss ply)
ma/ also be used to Transfer the bac through all the des of d•e suoportiig girder.
When Strong -Delve SDSHeavy" Cornerctor sc'ews do not penetrate all pies
of the supponng girder taus, supplemental Strong-Orive SDS Heavy -Duly
Connector scrtws of the POW locations may be roWrod to transfer the bad to
the miss pies rot penetrated by the face fasteners. as determined W the Designer.
7. The supponxng girder truss must have adequate thcbness to accommodate
the screw length, so that the screw door net protrude out the back of Jro
girder. 3'- or 4'h'aDng Strong -Drive SDS Heavy -Duty Connector screws
relay be substituted for the longer Strong -Drive SDS Heavy-Duy Connector
scre+.s with np bad reduction
S. Loads shown are based on min mum of 2 -ply 2x carrying member for named
hangers. With 3x carryng members. use 16d x 2h' naffs into Ilio header and
16d commons into the joist with ro bad reduction. With single 2x carrying
members, use 10d x 1 h' nags into the header and 10d cormnons into the
past. and reduce the bad to 0.64 of the table value.
9. Nails; 16d = 0.162' de. x 3'A' long. See pp. 26-27 for othi nail sizes
and information.
237
HTU
Face -Mount Truss Hanger
The HTU face -mount truss hanger has nal patterns
designed specifically for shallow heel heights, so that
full allowable bads (with minimum nailing) apply to
heel heights as low as 37%'. Minimum and maximum
nailing options provide solutions lot varying heel
heights and end conditions.
Alternate allowable bads are provided for gaps
between the end of the truss and the carrying mernber
up to 'h" max. to allow for greater construction
tolerances (maximum gap for standard allowable loads
is '/a* per ASTM D1761 and D7147). See technical
bulletin T-rHANGERGAPS at strongtie.com for
more information.
Material: 16 gauge
Finish: Galvanized
Installation:
Use all specified fasteners; see General Notes
Can be installed filing round holes only, or filling
round and triangle holes for maximum values
See alternate installation for applications
using the HTU26 on a 2x4 carrying member or
HTU28 or HTU210 on a 2x6 carrying member
for additional uplift capacity
Options:
HTU may be skewed up to 67'h•. See Hanger
Options on p. 239 for allowable bads.
See enginmriiy,) leller L -C -HI USD at strongtie.com
for Installation with Strong-Dmea SD lasleners.
Codes: See p.14 for Code Reference Key Chart
SIMPSON
Strong=Tie
Min. heel
height
per table
HTU26
Typical HTU26
Minimum Nailing
Installation
h' max, gap between end of
truss and carrying member
HTU Installation for
Alternate Installation -
Standard Allowable Loads
HTUInstalled on
2x6 Caarr rying Member
For 1V maximum gap, (HTU270 similar)
use Alternate AUotvaWe loads.)
Pr These products are approved for a1S131,7110r1 with the Slror'g-Drlve° SD Connector srjwv. See pp. 39-40 for more Inlormaton.
Standard Allowable Loads (%" Maximum Hanger Gap)
Model Min. I Dimensions (In,) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads
Code
No. HeighOO W H B Carrying
Member
Carried
Member
Uplift
160)
Floor
100)
Snow
115)
Root
1 25)
Wind
160)
Uplift
160)
Floor
100)
Snow
115)
Root
125)
Wind
160)
Rel,
Single 2x Sizes
HTU26 31h 1% 54 31h 20) l6d 11)10d x I h' 730 1 2.940 3,045 3,045 3,045 630 1,920 1,920 1,920 1,920
HTU26 (Min.) 374 1% 57he 31h 20)16d 14)10d x 1 h' 1.250 2,940 3,200 3,200 3.200 1.075 2,015 2.015 2,015 2.015
111LIX (Max.) 51h 1% 5714 3'h 20)16d 2000d. x 1 W 1,555 2,940 3.340 3,1500 4,010 1.335 2,530 2.870 3,095 3,450 17
111U28 (Min.) 3% 1% 7156 314, 26)16d 14) 10d x 1'h' 1,235 3.620 3,895 3,895 3,895 1,060 2,920 2,920 2.920 2,920 1.17,
H11.128 (Ma7.) 7'A 1% 7V. 31h 26)16d 26) IOd z 1'h' 2.140 3.620 4,340 4,680 5,435 1,840 3.285 3.730 4.025 4,675 FL
HTU210 (Min.) 374 1% 9Y4 31h 32) l6d 14)10d x 1'h' 1.330 4,355 4.355 4,355 4,355 1,145 3,265 3.265 3,265 3,265
HTU210 (Max.) 9% 1% 915- 3h 32)166 d2)10d x 11h* 3.315 4.7051 5,345 5.760 5.995 2.850 4,045 4,595 4,955 5,155
Double 2x Sizes
HTU26-2 (Min.) 374 3451 574s 31h 20)16d 14)10d 1.515 2,940 1 3,340 3,600 3,910 1,305 2,465 2,465 2,465 2,465
14TU26-2 (Max.) 5'h 395- She 31h 120)16d 20)1Off 2,175 2,940 3,340 3,600 4,485 1,870 2,530 2.870 3.095 3,855
HTU28-2 (Min.) 374 39%s 7556 3h 26)166 14) 10d 1,530 3,620 4,310 4,310 4,310 1,315 3,235 3.235 3.235 3,23.5 17,
HTU28-2 (Max.) 7'/• 3956 7)k 3% 26)166 26 toil 3.485 3.620 4,340 4,680 5.850 2,995 3,265 3,730 4,025 5.030
1.F'
HTU210-2 (Min.) 374 3156 914 3'h 32)166 14)10d 1,755 4,705 4,815 4,815 4,815 1,510 3,610 3.610 3,610 3.610
HTU210 2 (Max.) 9y. 3i56 9)k 3%, d2) l6d 32 106 4,110 4.705 5,345 5,760 7,200 3.535 4,045 4,595 4,955 6,190
I. The maximum hanger goo Is measured between 610 joist (or truss) enc
and the carrying memoer.
2. Minimum heel heights required for full table bads are based on a minimum
2712 ptich.
3. Uplift has been increased for wind or earthQuake loading with no further
increase allowed, reduce where other bads govern.
4. Wind (163) is a downba0 rating.
5. For hanger gaps berween %' and W. use the Alternate Allowable Loads.
6. Truss chord cram-gia n le /Sion may Umr, aflin able lowis in arnordance
with ANSI17PI 1-2014. Simpson Strm>o-Tie"' Connector Selector'
Software'ircAides the evaluation of cross -grain tension in its hanger
alowaple bads. For adcdional information, contact Simpson Strong -Tie.
7. Loads shown are based on a minimum 2 -ply 2x carrying member. For
single 2x carrying members, use N110 (10d x 1 %) nails into the header and
reduce the allowable download to 0.70 of the table value. The allowable
uplift los 1009. of the la36 bad.
8. Nails: 16c - 0.162' dna- x 31h' long. 1 Cd - 0.148• dna. x 3' long.
I Od x 1 h' = 0.148' da. x 114' long. See pp. 26-27 for other nod
si7es and in'ormation.
238
UPDATED 04117/17
R
J
Simpson Strong -Tie- Wood Construction Connectors
Face -Mount Truss Hanger (cont.)
11iese products are approved for installation w1h the StrongDrW SD Connector screw. See PP. 39-40 for more hforriation.
Alternate Installation Table for 2x4 and 2x6 Carrying Member
SIMPSON
Strome -Tie
1. See table above for dimensions and add tional footnotes. 4. Nails: 16d = 0.162' da. x 3h' long• 104x1 h = 0.1 46' die. x 1'h' long.
2. Maximum hangor gap for the alternate installation is h'. See pp. 26-27 for other nad sizes and information.
3. Wind It 60) is a download rating.
Alternate Allowable Loads (1/2" Maximum Hanger Gap)
Modal
No.
Min.
Heel
Height
Minimum Fasteners
HF/SPF Allowable Loads.'
DF/SP Allowable Loads
Skew Angle
I
SPF/HF Allowable Loads
CodeModel
No.
Hal
Height Member rying
Member
ft Fbor' Snow R of ind Uplift Floor Snow Roof Wind Ret. Rat
133/160)
in.) Member MemberMember
1ied
60) 1 0) 1 5 125) 160) 60) 100) 1 5) 1 5)
HTU268 3h
HTU26 (Min.) 31A 1212x4 10) 16d 14)10d x 1'h" 925 1.470 1,670 1,800 2.040 795 1,265 1,435 1.550 1.755
314
HTU26 (Max.) 51h 12) 2x4 10)16d 20)10d x 1'h' 1,310 1.470 1,670 1.800 2,250 1,125 1.265 1.435 1,550 1,935 L1,
HTU28 (Mdx.) 7h R) 2x6 20) 16d 26)10d x 7'h' 1,970 2.940 3,340 3.600 3.905 1.695 2.530 2.870 3.095 3,360 FL
HTU210(Mdx.) 1 91A 1 2) 2x6 1 (20) 16d 1 (32)10d x t h' 1 2.760 2,940 3.340 3,60 3.905 2.375 1 2.530 2.870 3.095 3.360
7%
1. See table above for dimensions and add tional footnotes. 4. Nails: 16d = 0.162' da. x 3h' long• 104x1 h = 0.1 46' die. x 1'h' long.
2. Maximum hangor gap for the alternate installation is h'. See pp. 26-27 for other nad sizes and information.
3. Wind It 60) is a download rating.
Alternate Allowable Loads (1/2" Maximum Hanger Gap)
Modal
No.
Min.
Heel
Height
Dimensions (in.) Fasteners
HF/SPF Allowable Loads.'
DF/SP Allowable Loads
Skew Angle
I SPF/HF Allowable Loads
Code
W H B Member Member 610) 100) 15) 1
ind
25) 160) 610)
Fl perI (1 00)
Snow
115)
Roof
I 5)
ind4160) Rel.
133/160) 100/115/15)
51 20)16d
Single 2x Sizes
1,315 2,945 1,13D 2,530
HTU26
51-671,5 164 12110d x 1 1h'
HTU268 3h I% 5%. 3% 20)16d 111)10dxlh" 6/0 2,/35 2,/35 2,/35 2,/35 5/b 1,/25 1,/25 1,/25 1,/25
17)10d x I W
HTU26 (Min.) 314 1'h 5hr 3'h 20)16d 14)10d x 1'h' 1.175 2,940 3,100 3,10 3.100 1,010 1.955 1.955 1.955 1.955
22)104 xl 1h'
HTU26 (Max.) Sh lei She 3h 20)16d 20)10dx1le 1,215 2,940 3.340 3,60 3,760 1.045 2.370 2,370 2,370 2,370 17•
IITU28 (Min.) 3% 1'h 7Y. 3'h 26)16d 14) 10d x 1' h' 1,125 3,770 3,770 3,770 3,770 970 2,825 2,825 2,825 2.825 L17,
HTU28 (Max.) 7% 1% 7'/s 3`15, 26)16d 26)10d x 1 h• 1.920 3,820 4,340 4,680 5.015 1.695 3,285 3,730 3,765 3,765 FL
HT1,1210 (b6n.) 3'h 1 % 9504 31h 32)16d 14)10d x 1 1h' 1.250 3,60 1 3,600 3.60 3.600 1,075 2.700 2,70 2,700 2,70
HTU210(A4ax.) 9% 1%9'/r 3h 32)16d 32) i0dx7h' 3,255 4,705 5,020 5,020 5.020 2,80 3,765 3.765 3,765 3.765
Double 21 Sars
HTU26-2 (Mtn.) 3'h 331s 5'/r 3% 20)164 14)10d 1,515 2,940 1 3.340 3.50 3.500 1 1.305 2.205 2.205 2.205 2,205
HTU26-2 (Max.) 5'h 3304 5'/c 31h 20)16d 20)10a 1.910 2,940 3,340 3,50 3,50 1.645 2,205 2,205 2.205 2,205
HTU28-2 (Mon.) 314 33047%6 3h 26)16d 14) 10d 1,490 3.820 3,980 3,980 3,980 1,280 2,985 2,985 2,985 2.985 17,
7.
NTU28.2 (Max.) 7'/. 3304 7%& 31A 26) l6d 26) IOd 3.03.5 3.820 4,340 4.680 5,555 2.610 7285 3,730 4,025 4,165 FLFL
HTU210-2 (Min.) 3'/i 331. 9Y* 3'h 32) 16d 14)10d 1.755 4,255 4,255 4,255 4,255 1,510 3,190 3.190 3.190 3190
HTU210-2 Max.) 9'/. 3304 9%. 3Y. 32)164 32) 10d 3.855 4,705 5.345 5,760 6.470 3,315 4,045 4,595 4.855 4,855
See table Ioetnoles on p. 238.
Options: See Hanger Oplions inlormalion on pp. 121-123.
Skewed Seat
Skewable up To 67'h•.
Available in single and 2 -ply size.
No bevel cut roquired.
Allowable Loads for Skewed HTU Hangers
1. Upeh Wads have bmi iricrtum 1 for wind or 3. Maxlinu;n Iwger gap between end of pst (muss) and face of
earthquake Wading %nth no further increase Carrying member -a W.
akwed. Reduce where other Weds govern. 4. Nails: 16d = 0.162' dia. x 3h' big, 1 Odx 1 h = 0.148' dia. x I h' brg,
2. Allowable downloads may not be increased. IOd = 0.148' dna. x 3' long. Sea pp. 26-27 for other nail sizes and information.
ll '
A'
J
tbnge
A•• Awte
flange t side
0' aye
Specify angle
Top View HTU Hanger
Skewed Right < 51
1
M Sptxiy anppk
51• l0 67'/e -
Top View HTU Hanger
Skewed Right 2 51'
239
Fasteners DFUSP Allowable Loads'' HF/SPF Allowable Loads.'
Modal Skew Angle
No. Degree) Carrying Carried Uplift Download Up011 Download
Member Member 133/160) 100/115/125) 133/160) 100/115/15)
51 20)16d 14)10d x t 1h' 1,315 2,945 1,13D 2,530
HTU26
51-671,5 164 12110d x 1 1h' 970 2.595 835 2,230
51 26)16d 20)10d x 1 h" 2,015 3.060 1,730 2.630
HTU28
51-671h 6)164 17)10d x I W 1,495 2.815 1,280 2.420
51 2) 16d 26 10dx 1 W 2,715 3.175 2,33` 2.730
HTU210
51-671h 32)16d 22)104 xl 1h' 2,05 1 3,040 1,725 2,615
20)16d 14)10d 1,335 2.555 1,145 2.20
HTU26.2<
51
51-67'h(20) 16d 12) 10d 1.110 2.70 955 2.320
26) 16d 20)10d 2,470 3.890 2.120 3.345
HTU28-2<
51
51-67,4 6164 710d 1,710 3.775 1,470 3.245
51 32)164 26)!Dd 3,600 4.935 3,100 4.245
HTU2102
51.671, 32) )6d I (22) lid 2,255 4.790 1.940 4.120
1. Upeh Wads have bmi iricrtum 1 for wind or 3. Maxlinu;n Iwger gap between end of pst (muss) and face of
earthquake Wading %nth no further increase Carrying member -a W.
akwed. Reduce where other Weds govern. 4. Nails: 16d = 0.162' dia. x 3h' big, 1 Odx 1 h = 0.148' dia. x I h' brg,
2. Allowable downloads may not be increased. IOd = 0.148' dna. x 3' long. Sea pp. 26-27 for other nail sizes and information.
ll '
A'
J
tbnge
A•• Awte
flange t side
0' aye
Specify angle
Top View HTU Hanger
Skewed Right < 51
1
M Sptxiy anppk
51• l0 67'/e -
Top View HTU Hanger
Skewed Right 2 51'
239
Simpson Strong -Tie- Wood Construction Connectors
Adjustable Truss Hangers
This product is preferable to similar connectors because
of a) easier installation, b) higher loads, c) lower installed
cost, or a combination or these features.
The THA series have extra long straps that can be held -formed to
give height adjustabhty and top flange hanger convenience. THA
hangers can be installed as top flange or face -mount hangers.
TI-A4x and THA2x-2 models feature a dense nail pattern in the
straps, which provides more installation options and allows for
easy top flange installation.
Material: See table
Finish: Galvanized. Some products available in ZMAXe coating;
see Corrosion Information, pp. 15-18.
Installation:
Use all speeded fasteners; see General Notes.
The following installation methods may be used:
Top Flange Installation — The straps must be field formed
over the header - see table for minsnum top flange requirements.
Install top and face nails according to the table. Top nails shag
not be vdihtn y: from the edge of the top flange members. For
the T1•IA29, nails used for joist attachment must be driven at an
Wigle so that 11 Nay petrobate ihrotlyll ilia confer of the joist alx)
into the header. For all other top flange installations, straighten
the double shear nailing tabs and install the nails straight into
ilia joist.
Face Mount Installation — Instal all face nails according to
the table. Not all nail holes will be tiled on all models. On models
where there are more nail holes than required, the lowest four
face holes must be filed. Nails used for the joist attachment
must be driven at an angle so That they penetrate through Ilia
corner of the joist into the header.
ARemete Installation — The THA 4x hangers may be installed
in a top flange configuration using the tabulated fasteners (or
face -mount installation and achieve the face -mount installation
loads. Instal the tabulated face nails into the face and top of the
carrying member. Nails used for the joist attachment must be
driven at an angle so that they penetrate through the correr of
the joist into the header.
Uplift — Lowest lace nails must be filed to achieve uplift loads.
Options:
THA hangers available with the header flanges turnod in for
3W (except THA413) and larger, with no bad reduction -
order THAC hanger.
Codes: See p.14 for Code Reference Key Chan
Whis
INAl:422
r
2W161 THA422-2
1NA426.2
6THAC422
Pei
L,r.• neral
y 2151 THM22-2
91101k
NK
r
THA418
Top nails
Doi table
Use IID hole W
Single 4f2 -
See
footnote 3
Straighten the double
shear nailing labs and rnsW1
ria$ straight Into the joist
Typical THA Top Flange
Installation on a Nailer
except THA29)
ARemate Installation
of THA422
o I Doublo-Shear ( Dome Double -Shear
Double- Na long Nailnj3 Sxb Vwwv
Shear Sxie View. (Avadabre on
T • Do not 4s sorra, mpdp15)
JView bend lab= U.S. Palen) 5,603,580
SIMPSON
Strong; Tie
4 top nails
Total)
Straighten the
double shear nailing tabs
and instal nails shalghl
Typical THA422
Top Flange Installation
on a 4x2 Floor Truss
Typical
THA29 Face
Mount Installation
rv'—
Top Flange Installation
Min. header
depth
229
Simpson Strong -Tie Wood Construction Connectors
I " EVA 9 m i
Adjustable Truss Hangers (cont.)
a
230
These products are available wish additional corrosion protection. For more nformation, see p. 18.
SIMPSON
Strong -Tie
Model
No.
Ga.
W
Dlmcnslons (In.)
Min.'
Flange
Min.
Depth
Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads
Code
Rel.
H C
Carrying
Member
Carried I
Member Uplift
160)
Floor
1001
Snow
115)
Roof Wind
125) (160)
Uplift
160
Floor
100)
Snow
115)
Roof
125)
Wind
160)
Top Face SUaight Slant
Top -Flange Installation'
THA29 18 1% I 9116 I 554 2%. - 1(4) 10d 1 (4)10d - J4) 106 566 2,260 2,310 2,350 2,350 480 1,740 1,785 1,815 1,815
THA213 18 1% 1 13346 5% 1'h - (4)10d (2)10d (4)1Dd x 1 h' - 1.615 1.615 1,615 1,615 - 1,280 1,280 1,280 1.280
THA218 18 1% 1736 5'h 2 - (4)106 1 (2)10d (4)10d x 1 1h' - 1,615 1,615 1,615 1,615 - 1,280 1,280 1.280 1,280
THA218.2 16 3'h 17% 8 2 - (4)16d (2) 16d (6)10d - 2.245 2.24512,245 2,245 - 1,935 1.935 1,935 1,935 18,
L15,
THA222-2 16 31A 2236 8 2 - (4)16d (2) 16d (G)10d - 2,245 2,245 2,245 2,245 - 1,935 1,935 1,935 1,935 FL
THA413 18 3% 13%6 4'i. I* - (4)10d (2)10d (4)10d - 1,615 1,615 1,615 1,615 - 1.280 1,280 1,280 1,280
THA418 16 3% 17'h 7'A 2 - (4)16d (2)16d 16)10d - 2.245 2,245 2.245 2.245 - 1,935 1,935 1,935 1,935
THA422 16 3% 22 71A 2 - (4)16d (2)16d 16)10d - 2,245 2.245 2,245 2.245 - 1,935 1,935 1,935 1,935
THA426 14 3% 26 lit 2 - (4)16d (4)16d (6)166 - 2,435 2,435 2,435 2,435 - 2,095 2,095 2,095 2.095 FL
THA422-2 14 7Y. 22'%6 9% 2 - (4)166 (4)16J (6)16d -
THA426-2 14 7 / 26)6 93. 2 - (4)166 (4)166 (G) tGd -
3,330 3.330 3.330 3.330 -
3,330 3,330 :13.33013,330 -
2.865
2,865
2,865 2,865 2,865
2,865 2,865 2,865
FL, 170
IL,170
Facc-Mount Installation"
THA29 18 1% 91346 5'h - 9'Yr6 16)10J 4)1Dd 560 2,125 2,310 2,350 2,350 480 1,740 1,785 1,815 1,815
THA213 18 1% 1336 5'h - 13356 14)10d 4)10d 1,170 1.9.55 2.020 2A65 1,065 780 1,680 1,735 1,775 1.775
THA218 18 1% 1736 5'h - 173{6 18)10d 14) 10d 1,170 1,055 2020 2,06+5 2,065 780 I,GRO 1,735 1,775 1 775
THA218.2 16 31A I/19c 8 - 14346 1(22) 16J 6) 16d 1,855 3695 3,695 3.69513,695 1.595 3.185 3.185 3.185 3.185 18,
LIS,
THA222-2 16 31A 2236 8 - 11046 22)16x1 6)16id 1055 3695 1,695(3,695 3,695 1,595 3185 3,IKS 3,185 3,185 FL
THA413 18 3% 13%c 4% - 1334 14) IOd 4)10d 1,170 1,940 7,235 2,400 2,400 780 1,660 1,910 2,075 7,210
THA418 16 3% 176 7h - 14)6 22) 16d 6) 16d 1.855 3,695 3,695 3,G95 3,695 1,595 3,185 3,185 3.185 3.185
THA472 16 3% 72 /'h - 14)46 22)16d 6)16d 1,855 3,695 3,695 3.695 3.695 1,595 3.185 3,185 3.185 3.185
THA426 14 3% 26 7%4 - 16H6 30)16d 6)16d 1.855 4,480 4,480 4,480 1480 1.595 3,855 3,855 3,855 3 65,r RL
THA422.2 14 71A 221%6 93'6 - 16346 30)16d 6)16d 1055 5,160 5,520 5.520,15,520 1,595 4,440 4,745 4,745 4,7451-1,170
THA426-7 14 7'/. 26%6 93'x - 18 M) 16d 6)16J 1.85515570 5,570 5,570 5,570 1,595 4,745 4,745 4,745 4,745 FL,170
1, Upl It has been ncreased 60°4 for w nd or earthquake loading wr.h no further increase allowed; reduce. where other loads govern.
2. Wind (160) is a download rating.
3. For single 4x2 top Chord canyng memders or single 2x na4ers, the blowing THA hangers can be
installed using 10d x I %' top nails and (2) 16d face nails with reduced allowable bads as noted
THA418/THA422: 1,415 to. for DF/SP, 1,215IN for SPF; THA426 2.245 Ib. for DF/SP ,1,930lb. for SDF;
THA422-2/THA426-2. 2,345 lb. for DF/SP, 2,015 to. for SPF. Loads are baser on huger installations at panty points.
4, Face -mount installation bads are based on minimum of 2 -ply 2x carrying member. For sirgle 2x carrying
members, use 1 Od x 1 h' nails into the ea-t54ng member and tabulated lasterers into the carried member,
one use 0.80 of the table value for 18 gauge, and 0.68 of We table value for 16 gauge and 14 gauge.
5. Min. Top Flange refers to the minimum length of strap that must be field formed over the header.
B. For the THA 2x models, one strep my be installed vertically according to the face mount nailing requirements
anc the other strap wrapped over the truss chord aeeorchng to the top flange nadng requirements (see drawing on p. 229)
ane achieve full tabulated top flange installation bads.
7. Nails: 16d = 0.162' da. x 3W big, 10d = 0.148' dia. x 3'",
I Od x 1'4' = 0.148' dia. x 1 h' ". Sea pp. 26-27 for other nag sizes and nlcrmaticn.
THAR/L422
Skewed Truss Hangers
Designed for 4x2 floor trusses and 4x beams,
the THAR/1-422 has a standard skew of 45•.
Straps must be bent for lop flange installation.
PAN nailing helps eliminate splitting of 4x2
truss bottom chords.
Material: 16 gauge
Finish: Galvan,zed
Installation:
Use all spocified fastoners: see
General Notes
Straps must be field -formed over the
header a minimum of 21h'
Minimum and maximum nailing
configurations available — see table for
nailing requirements
Codes: See p.14 for Code Reference Key Chart
THAL422
LSIMPS,ON
Typical THAL422 Installation
with Minimum Nailing on a Floor Truss
with Double 4x2 Top Chord
ij Dmensl0ns
q% v i• .rbrMIn:RT, fasteners* Allowable ads SP /H IUowabk'Loads
Ga rF
EIIec1Ne
Chord on vHeight Lrarryinp Membcr Cair wd Mem cr r Floor Rool It Fbo; ;Snbw; Roy,. -
Code
N+ar
1
Grrymg
H+!s TOD Snt
UD011 Snow
F160) (100 lA5 (12 160) 100) j,13j (125)
542
Rei..
H;', AG Fare
l Od(x 1 h' tOd 1 h' 10d(lOd(x 1'h' 91W 880 880 880 755 755 755Sing9min'
THAR/L422
Alin.) 1B 3% 22% 8 18. Double 91012 1,525 1.525 1.525 1,315 1.315 1.315
4x2 > 12
4) lOd 2) IOd t) IOd 10d 1 h' IFL1.090 1,090 1,090 935 935 935
l{ .4
iMd
hiNI31 4? 8y,' lots
9,r i . ',(4 IUiijW; 1(8 v10d
y,.:
X3(1 10d , t0 1 7 6 t 67 85 ^! 40 ?,440 1,44Qt t
1, Uplift has been increased for wind or eanttquale loadng with no further increase allowed.
reduce where other bads govern.
2. Roof bads are 125% of flow bads unless hmneo by other criteria. Flcor bads may he adµsted for bad
duratlons a.:cording to the code prcvlded they do not exceed those in the roof colurrn. 3.
Where the top or the carried member is flush with the lop of the carrying member. Hen
is equal to the depth of the carriec member. Oftrwse. H,;n shall be measured Irom
the lop of the bearing seal to the lop of the canyng member. 4.
Nails: 10d = 0.148' da, x v long, 10d x 1 W = 0.148' dia. x 1 b' long. Seo
Dp• 26-27 for otthar nal84W and Inlormatipn. 241
i
Simpson Strong -Tie- Wood Construction Connectors
Truss Hip/Jack Hanger
The versatile THJA26 can accommodate right- or
left-hand hips (at 45 -degree skews), and can be
installed before or after the hip and jack. Can also
be used for double (terminal) hips.
Material: 14 gauge
Finish: Galvanized
Installation:
Use all specified fasteners: see General Notes.
All multiple members must be fastened
together to act as a single unit.
Shall be attached to a double girder truss to
allow for required minimum nail penetration.
See footnote 3.
Options:
These hangers cannot be rnodirted
Codes: See p.14 for Code Reference Key Chad
W.'lyp.
woilong
point
Top View
Left -Hand Hip Installation
SIMPSON
StrougTie
THJA26
3w tyn.
workingPOW
Top View
Right -Hand Hip Installation
Typical THJA26 Installation
Top Top View
Terminal Hip without
Center Common Jack
EM Fasteners DF/SVADowrabk ads Sp /H AUowablerWads
Model Carted
t:r W+.••i e161Jn. Camey Hip ' h, Jae ;Timber UpIII Fbor Snow Roof wind Up,111111 FloaTy Snow Roof W nd
Bode
Member 115) 12S 160) till) t0U) 1.1`5)
flip 120 1 2,010 2,310 2,450 2,450 590 1,740 2,000 2,100 2,100
THJA26 (20) 16d 6)10d x 1 W (4)10d x 1 h' 7701M ., Ja
Ili,
FL
Total 960 2,680 3.080 3,265 3,265 785 2,320 2,670 2,800 2,800
1, Witt bads have been increased for w,ro or earthquake leading with no further increase allowed:
recuco where other leads gown.
Wind(160) 2. nd (160) is a dowmbad ra:Yrg.
3. Loads shown are based on a minimum (2) 2x6 carrying member. For singlo 2x carrying members (min. 24),
use 10d x 1 h' nails and use 0.67 of the table value. For (2) 2x4 carryng members, muhi* the download by 0.50.
4.16d sinkers (0.146' dna. x 31W bng) may be substituted for :he spedried 16d commons at 0.95 of the table bad.
5. Tabulated hip ani lark allowable leads assume that 75% of the total bad is It slnbutod to the hip and 25% to the jack.
It Is permitted is distribute 65% to 85% of the tabubted total bad to the hip, ad the remaining percentage of total
bad to the Jack. The combired hip and jack bad may net exceed the published Total Load.
6. For terminal hips, divide the total allowable bad by 2 to determine the albwraoh bad for each hip,
7. Truss chord cross -gran tension may 6nx. allowable loads in accordance with ANSVrP) 1-201.1.
Simpson Skoog -Tie' Connector Selector'• software includos the evaluation of cross -grain Ionsion in
its halter allowable bads. For additional information, contact Simpson Skong-Tie,
8. Nails: 16d = 0.162' ca. x 3%' L;ng, 10d x I W = 0.148' da. x 1W bog.
See pp. 26-27 for other nail sizes and information.
247
I VALLEY FRAMING & BRACING DETAIL
Lumher Size and Grade Minumum Requirements
TRUSS
TRUSS UNOER VALLEY FRAMING
VALLEY RAFTER OR RIDGE
CRIPPLE
ripple$ 4'-0^ for 30 psf (TL) and 20 psf (MI MGL
e the cdppes for each row sta" from the valleys of sleepers
working btwafd to the ridge beard so that cripple locations are
gered batween rows.
Tie)
lnnection Requirement Notes
2s6 iaften to ridse 416d toe -nags.
Cripple to ridge 416d tae+lsib
Cripple to rafter 416d toe -alb
minimum of I= 0.131'x2$') common win nails. 44arraw edge of cripple can face ridge or mfler,
s 16d faonnalls
Rafter to sleeper or bloddns S 16d toe-rralls
Rafter to two 2x6 sleepers. 4160 torrolls
sleepertatws 416dtoe-Nils
Two 2x6 sleepers to truss 316d toe -nails each sleeper 8 truss
Ridge board to rod block 416d too -magi
Ridge board to truss 416d toe+uib
Puffin to (Typ) 316d toe -nails
Truss to blodrbrs' 416d too -nails
Truss to cripple 416d toe -rails
Trus to cripple 4 i6d tornalb
Cripple to purtin 3160 to"alb
GENERAL NOTES CRIPPLE, BRACING, & BLOCKING NONOTE. O
WOarbearnt
ui.S-s)C
aledtoe rolls
TE:16d (O.Ii2""COMMON f6AlIS
Purlins requl 74O.C. in absence of plywood sheathing. •20 continuous lateral restraint (CLIC) min. 4 required far cripples V-0" to 10'4' Ions
Trusses without sheathing applied must be evaluated accanik . nailed W 2.10d (0.148"Wj rails. Of 2" T of scab reinforcement nailed to Sat 29. ry
Purlins should overlap sheathing one truss spacing minimum of cripple 'with tOd (0.128'0.0') nalb et c" o.c 'T' or scab must ba !fl% of criaoM Mtgth
rIncasesthatthisisImpractical. overlap sheathing a minimum CriPPlss over l e' tong requrs two Cl." or Doth faces wA of seat Use stress
of 6", and nag upwards through ahead tg Into puriin with a graded lumbar i box or common nails.
minimum of I= 0.131'x2$') common win nails. 44arraw edge of cripple can face ridge or mfler,
Effects ofnot prodding sheathing below a alley set so long as the proper number of nails are
milt be wilvated by the Wilding designer. Installed Into ridge board
This dravdng applies to valloye with the foRowln9 conditions:
4nstatl bloc ;lag under raker N aleepera on not used.
4osta0 char eano lacri tan een
spans (distance betwean heals) 40'-0" or leu
racinpf" ruestitoctopdni;
lateral ng b not Used. Maximum valley height; 14'-0" lowly Was tap chorda and
not
use
nablaq in ce tocurrentmenti:
4fts(mum mean not height: 30 seat Natls
ml
common win nslb Neu noted Otherwise.
SCE 745,140 mpq Enclosed. Cat II, Exp 6,1=3A, W-14
0r A Maximum of ASCE 7-10,180 mph, EtwJused, Exp 0, Kxt--l.0 H.
e Aamaw WAR no rtaiAw ILL Miss as "at iMvaa ' :
rrrrrtl rt aar hat twanc m rL tornAemrs nalmaa tie aatut3sg f NO. TORI Tt LL 20 30 40 54 REF VALLEY' FRAt.11NG
GATE I0/01/14
rruar.• aor• h I•arlutYr, lw4r'O s.ro.as.e W R•Irti'.r •rr rase. a aww-4e a—a nest F oar w.a s.r ri1«awx y tnrW`e$rws feerira * * r oar MC/r.V. fnrr•a•er r..arr'•r7 we,o0ry
TC DL 10 20 7 7
ORWG VACNV1801015
O•> . was .reef•
ft. Na•.r veer•. .M.rYr. r/ fl.rr e free rave V'•.rr1l .•bO.r• .a"uaMl Mese W ^ d.efla • ' BC DL o 0 0 oIA&LAON9
r°'
STATE OF
0:. --
4O.
g.7"aRtbWa. d r Maw b aaQ h0 ai QMM.• W .•MOs. u •roil •ser• W en tie ia.a M1a.1e, oar• Mee •ewrlr. , m
4f•r •. •r•rp IW -2 Iv rt•rrdora d.r aesrsors A • 4b, eC LL 0 0 O 0
AN ItW07hVMNY Aaee, • Irlm, d tT1/ tib K rrW aT M nrwW. Ir 6r„ • ^ i
g.6 v.wr, •w7 nrr.'e s• wJ ae eta h mM*,—cr w , wwr t 1, r rr nanaw.a,
a :' r P
TOT LD.30 60 4? 61
A r.•te. a'er ior.e ratl MP %ftv e.Y *-Ina, Mara •mobr.a M iM•a4W
V"a••a \
rasr•:•.
ea.'.o+.r. raub a
dew. .r w. ra+o S/ N L sures stiv.r rrB/1N t r s DUR. FAC. 125/1.15
7wt+serr••e
teaq•ucrans
s.r
rrr ..er. Mrr*aesn ser rri, }W O r t ..taw •r.e e.rw w• r.M
Avae, •...ro•.r.v.r til, ....resea v ZINC* •r•++ra'o. wo ,,.+mr,..e SPACING SEE ABOVE
Cracked or Broken Member Repair Detall
Load Duration = 07
i-----Ge-4 r— n—n+lnn of Load
This drawing specifies repairs for a truss with broken chord
or web member.
This design Is valid only for single ply trusses with 2x4 or
2x6 broken members. No more than one break per chord panel
and no more than two breaks per truss are allowed.
Contact the truss manufacturer for any repairs that do not
comply with this detail,
B) - Damaged area, 12' max length of damaged section
L) a MWYwn nailing distance on each side of damaged area (B)
S) = Two 2x4 or two 2x6 side members, some size, grade, and
sppvcles as damaged member. Applyy one scab per face.
Minimum side member lengths) = (2XU + (B)
Scab member length (S) must be within the broken panel.
Nall Into 2x4 members using two (2) rows at 4' o.c., rows staggered.
Nall Into 2x6 members using three (3) rows at 41 o.c., rows staggered.
Nall using 30d box or gun malls (0.12810', min) Into each side member.
The maximum permitted lumber grade for use with this
detall Is United to Vlsuol grade 111 and MSR grade 1650f.
This repair detail may be used for broken connector plate at
nld-panel splices,
This repair detail no be used for damaged chord or web
sections occurring within the connector plate area.
Broken chord may not support any tle-In bods.
S
L
4' o c
Typlcal H
O + O + o + O
O + O + O + O +
121 1—
Stagger
Back Face 10d Box (0.1128' x 3', min) Nollsi
Front face 2x6 Member - Triple Row Staogoere
Nail Spacing Detail i
a VAAM2. 1W MO fOLUM Au TOTCS IH MS KAvno
a.sMINN- nX= Tlat VAve6 TO All CD MACTMS DC Ulee YK
awq Y
DISTALLDIL
iwaM npAv aaTa•ww a•n F IatrYata,y nudl+p. q y W tra a a hfrr W
tla• tln Yar•a rnlaw N itl aJaaw Ce,pw M t hp arna{Tm W l Is'sa Nl'
L= U V1 1 '.
a a, N IIV Np a Cw•.,mta y.a, I,c aha ,tea r rnOwuY• fv te•aq
IJI nW m)AMNY Uas r.•a.> u,Y /alw N YVI w wn h wd ww• •M WSVTI{ 4 s hr 1.•,d aWi
Fahlaten a
M- 0
N trona
aid an Mi .•a'w nvr baa• elwo ws anwp IrcaYs •s<•aaane• N Aral wa
w a'Yrw ab Yr aaMY r! th ray, Mw TT. f1aWa1' i iaCCL ~mow
171aalWa0A101ha
ry w~ N W Mo DI /war ail MtaP
EaM Cry,Aq p'.MS LLleO •ca i wv w.Ti• t -v sac* ...etia,aorYaro1 ICO n•kewr•sa
S
paTy,c•
24.0'
L
F MEMBER REPAIR
TE 10/01/14
WG REPCHRD1014
S
c yc
Maximum Member Axial Force
Member Size L SPF -C HF DF -L SYP
Web Only 2x4 12' 620# 63511 730# 800#
Web Only 2x4 18' 975# 1055# 1295# 1415#
Web or Chord 2x4
24'
975# 1055# 1495# 1745#
Web or Chord 2x6 1465# 1585# 2245# 2620#
Web or Chord 2x4
30'
1910# 1960# 2315# 2555#
Web or Chord 2x6 2230# 2365# 3125# 3575#
Web or Chord 2x4
36'
2470# 2530# 2930# 3210#
Web or Chord 2x6 3535# 3635# 4295# 4745#
Web or Chord 2x4
42'
2975# 3045# 3505# 3835#
Web or Chord 2x6 4395# 4500# 5225# 5725#
Web or Chord 2x4
48'
3460# 3540# 4070# 4445#
Web or Chord 2x6 5165# 5280# 6095# 6660#
Nail Spacing Detail i
a VAAM2. 1W MO fOLUM Au TOTCS IH MS KAvno
a.sMINN- nX= Tlat VAve6 TO All CD MACTMS DC Ulee YK
awq Y
DISTALLDIL
iwaM npAv aaTa•ww a•n F IatrYata,y nudl+p. q y W tra a a hfrr W
tla• tln Yar•a rnlaw N itl aJaaw Ce,pw M t hp arna{Tm W l Is'sa Nl'
L= U V1 1 '.
a a, N IIV Np a Cw•.,mta y.a, I,c aha ,tea r rnOwuY• fv te•aq
IJI nW m)AMNY Uas r.•a.> u,Y /alw N YVI w wn h wd ww• •M WSVTI{ 4 s hr 1.•,d aWi
Fahlaten a
M- 0
N trona
aid an Mi .•a'w nvr baa• elwo ws anwp IrcaYs •s<•aaane• N Aral wa
w a'Yrw ab Yr aaMY r! th ray, Mw TT. f1aWa1' i iaCCL ~mow
171aalWa0A101ha
ry w~ N W Mo DI /war ail MtaP
EaM Cry,Aq p'.MS LLleO •ca i wv w.Ti• t -v sac* ...etia,aorYaro1 ICO n•kewr•sa
S
paTy,c•
24.0'
L
F MEMBER REPAIR
TE 10/01/14
WG REPCHRD1014
S
i .
ho: s rt7N1NG OE'r4tL
v
RECOMMENDED SHORING DETAIL
NOTE: IF PALLETS OF CONSTRUCTION MATERIAL WEIGHING MORE
THAN 5000 ARE TO BE PLACED ON FLOOR TRUSSES, SHORING
IS REQUIRED.
K CONCENTRATED LOAD OUE TO UPPER -FLOOR CONSTRUCTION MATERIAL.
PROVIOE 2'0• CLEARANCE ON -ALL SIDES OF A PALLET. MAXIMUM
HEIGHT PER PALLET IS 20000. LOAD MUST BE SPREAD OVER
AT LEAST 2 -TRUSSES.
NOTE: SEE APPROPRIATE ALPINE DRAWING FOR LUMBER. PLATES AND
OTHER DATA NOT SHOWN DERE.
Ditildine MatcriRl Wis. NOTE SHORING. MATERIAL ANO LABOR
1l2" gypsuut bd. 2.2 psf / 112" layer. TO INSTALL BE SUPPLIEOMIS
5/11" upsum bd. - 2.8 psf / 5/8!' inycr i BY THE CONTRACTOR. n i
8" cone. block n GO psf l 3" layer
masonry briek ¢ 38 psf l 4" layer•; _ _ 0
4- 0- 0i-
MINIMUM
SUBFLOOR-UNOERLAYMENT7 (
2000#'
2) -2X6 HEADER
4X4 OR (2)--2X4X4 '.0" UNDER
TRUSSES WHEN..SHORING
POSTS @ 4'0" O.C. IS REQUIRED.
91 AP ttcv. 7I7 -1/q'9
CLEAR SPAN
PLT, YP.- ALPINE SCALEN
C=1 c o o c o
REF DETAIL
o o Q o DATE 05/02/96
0 o c c ORW NC12396074
oALPINE c=b Q Recommended Shoring etas®
0 0
C= TRUSS o
C=
i= jQ$0 Ell inim 16
NOTE: IF PALLETS OF CONSTRUCTION MATERIAL WEIGHING MORE
THAN 5000 ARE TO BE PLACED ON FLOOR TRUSSES, SHORING
IS REQUIRED.
K CONCENTRATED LOAD OUE TO UPPER -FLOOR CONSTRUCTION MATERIAL.
PROVIOE 2'0• CLEARANCE ON -ALL SIDES OF A PALLET. MAXIMUM
HEIGHT PER PALLET IS 20000. LOAD MUST BE SPREAD OVER
AT LEAST 2 -TRUSSES.
NOTE: SEE APPROPRIATE ALPINE DRAWING FOR LUMBER. PLATES AND
OTHER DATA NOT SHOWN DERE.
Ditildine MatcriRl Wis. NOTE SHORING. MATERIAL ANO LABOR
1l2" gypsuut bd. 2.2 psf / 112" layer. TO INSTALL BE SUPPLIEOMIS
5/11" upsum bd. - 2.8 psf / 5/8!' inycr i BY THE CONTRACTOR. n i
8" cone. block n GO psf l 3" layer
masonry briek ¢ 38 psf l 4" layer•; _ _ 0
4- 0- 0i-
MINIMUM
SUBFLOOR-UNOERLAYMENT7 (
2000#'
2) -2X6 HEADER
4X4 OR (2)--2X4X4 '.0" UNDER
TRUSSES WHEN..SHORING
POSTS @ 4'0" O.C. IS REQUIRED.
91 AP ttcv. 7I7 -1/q'9
CLEAR SPAN
PLT, YP.- ALPINE SCALEN
C=1 c o o c o
REF DETAIL
o o Q o DATE 05/02/96
0 o c c ORW NC12396074
oALPINE c=b Q Recommended Shoring etas®
0 0
C= TRUSS o
C=
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P
Alpine, an ITW Company
2400 Lake Orange Dr., Suite 150
Orlando, FL 32837
ALPINE Phone- (800)755-6001
alpineitw com
Site Information:
ustomer.• Carpenter Contractors of America Job Number N333522
iobDescription: FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE/258MA/258TA ,RA01
tddress: City, State, Zip-
Name, Address and License # of Structural EOR if one exists for the building:
Name. License #.
Address: City, State, Zip•
Job Engineering Criteria: -
Design Code, FBC 6th Edition (2017)
State
View Version. 17.02.01 1115.21 JRef #• 1 W 9T89750144
Wind Standard ASCE7_10 Wind Speed (mph). 150I Roof Load (psf)' 2000-10.00-000- Floor Load (pst): 4000-10.00-000-
500 5.00
This package contains a job notes page, 61 truss drawings and 9 details.
Item Seal # Truss
1 093.18.1531.48415 Al
3 093.18.1531.49333 A3
5 093.18.1531.49193 A5G
7 093.18.1531.50488 G1
9 093.18.1531 48772 G3
11 093 18 153147914 FG1
13 093.18.1531.48008 D1
15 093.18 1531.47961 D3G
17 093.18 1531.47494 L2G
19 093.18.1531.50082 V3
21 093.18.1531.49770 V1
23 093.18.1531.51486 MV2
25 093.18.1531.50238 EJ7
27 093.18.1531.48397 EJ7A
29 093.18.1531.49177 EJ2
31 093.18.1531.50769 CJ5S
33 093.18.1531.48117 CMA
35 093.18.1531 48787 CJ1 S
Item Seal # Truss
2 093.18.1531.47898 A2
4 093.18 1531.49115 A4
6 093.18.1531.50675 A5GA
8 093.18.1531.47244 G2
10 093.18.1531.48414 G4G
12 093 18.1531.51736 C1G
14 093.18.1531.51642 D2
16 093.18.1531.48007 L1
18 093.18.1531.49692 H1G
20 093.18.1531.47602 V2
22 093.18 1531 49178 MG1
24 093.18 1531 50021 MV1
26 093.18153148351 EJ74
28 093.18.1531.47664 ERS
30 093.18.1531.49614 CJ5A
32 093 18,1531.50129 CJ3S
34 093.18.1531.J9Rz03isxa
CJ 1A
ent has been etectronicatty
36 093 18.1531. a8;T7 A 5t1i7Aat pnxt ir.. Prinivil
copies WI h7u[an original egneturemusl
Florida Cert
to verified asinpthe original eiedrontc f
AGE ti
version. _ V
ti; •• s ''•%'
No. 708£1
STATE OFORM f r
ss ONAL
04/03/2018
ificate of Product Approval #FL 1999 Printed 4/3/2018 3 44:26 PM
0
Alpine, an ITW Company
2400 Lake Orange Dr., Suite 150
Orlando, FL 32837
ALPINE Phone: (800)755-6001
oalpineitw.
com
Site Information:
Customer: Carpenter Contractors of America Job Number. N333522
JobDescription: FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE/258MA/258TA ,RA01
Address: I City, State, Zip:
Item Seal # Truss
37 093 18 1531 50177 CJ54
39 093.18.1531.50940 CJ34
41 093 18 153147243 CJ14
43 093 18.1531.50035 HRA
45 093.18 1531.47555 HRS
47 093.18 1531.47571 FT1
49 093.18.1531.47727 MG
51 093.18.1531.47227 FT2
53 093.18.1531.48773 FT3
55 093.18.1531.48756 FT4
57 093.18.1531.48741 FT6
59 093.18.1531.47617 FT7GE
61 093.18.1531.49583 FT10G
Item Seal # Truss
38 093.18.1531.48413 CJ3
40 093 18 1531 49911 CJI
42 093.18.1531.47197 HR
44 093 18.1531 48897 HJ74
46 093.18.1531.47773 HJ2
48 093.18.1531.47212 MA
50 093.18.1531 47259 FT1GE
52 093.18.1531.51408 FT2GE
54 093.18.1531.47852 FT3G
56 093.18.1531.49801 FT5
58 093.18.1531.48461 FT7
60 093.18.1531.51003 FT8G
this dxumerd has been electronically
r7naA siono a mwtsl Signahrre. PT"'
copies with7ul an orioinal signature musl
be verified usina the original electronic
version.
p111111111M1yh»
GE Nit••.• •Cf
No. 708151 t
s t
STATE OF f
r
4t''•:c4 OF:11Dof
04/03/2018
Florida Certificate of Product Approval #FL1999 Printed 4/3/2018 3.44.26 PM
A
J
Job Number: N333522
I Ply. 1 I
SEON' 1585 / T37
COMM
Cusl: R8975 JRef: 1 W9T89750144
FLORIDA TEEN BUILDERS Oly: 8 FROM: PFH DrwNo 093.18.1531.48415
Truss Label: At KM / BAF 04/03/2018
7' 10" 14 .
1
15' 22' 1"2 30'
7'10"14 T1"2 + 7'1'7 T10'14
5x5D
Loading Criteria (per
TCLL 20.00
TCDL 1700
8CLL: 000
BCDL: 1000
Des Ld: 47.00
NCBCLL 1000
Soffit: 0.00
Load Duration: 1 25
Spacing, 24 0"
30'
1'+ 10' + 10' + 10'
la 20' 30'
Wind Criteria
Wind Sid. ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height. 24 19 R
TCDL: 4.2 psi
BCDL 5 0 psi
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3 00 it
Loc. from endwall. not in 4.50 It
GCpi: 0.18
Wind Duration 1 60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 20 SP #1 :B2 2x6 SP #2 N:
Webs 2x4 SP 93:W2. W3 2x4 SP #2 N:
Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3.
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Loading
Truss passed check for 20 psf additional bottom
chord live load In areas with 42" -high x 24" -wide
clearance
Snow Criteria (Pg,Pr in PSF)
Pg' NA Ct: NA CAT: W
Pf NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FSC 61h.ed
TPI Std. 2014
Rep Factors Used Yes
FT/RT.20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udef) U#
VERT(LL): 0.126 H 999 360
VERT(fL): 0.438 H 999 240
HORZ(LL): 0.046 H -
HORZ(fL): 0.103 H
Creep Factor. 2.0
Max TC CSI 0.936
Max BC CSI: 0.798
Max Web CSP 0.668
VIEW Ver' 17.02.01A.1115.21
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1643 /704 /1025/- /287 /4.0
F 1643 /704 11025/- / - /4.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1 9
F Min Bing Width Req = 1 9
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 1115 -2701 D - E 1140 -2425
C - D 1140 -2423 E - F 1115 -2702
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens Comp
B - I 2289 -852 H - F 2291 -852
I- H 1564 -439
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-1 398 -513 D - H 902 -422
I - D 900 -422 H - E 398 -513
Wind
Wind loads based on MWFRS with additional C&C11#It rtlgllltr+urpr/,
member design
FE
46
o. 708 1
ore SAT 0 •Q
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ON
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shippin installing.and bracing. , Refer to and follow the latest edition of SCSI (BuildingComponentSfetyInformation, b1hTPl and SBCA) tai sa ety ractices prior to performing these functions Installers shall provide terhpor3a'
bracin er B SI, Unless noted o erwise,top chord shall have prouerlyy attached structural sheathing and bolt% chord ghall hav a proper y
attach rloold ceilln .Locations shown for ermanent lateral restraint bf webs shall hav brawn ins lied p r SCSI sections 83, 7 or 810, 14116111.1, as app Ica Ile Appy utates to each face ofPtruss and position as shown above and on 11e JoinfDetails, unless noted otherwise Refer to A LP I N Edrawings16OA-Z for standard plate positions.
Alpine, a division of ITW Byitdlng Compon nts Gr4y Inc shall not be responsible for any deviation from this drawin an failure to build the µ„
mo„,,,,,. truss In nformance with A d11/1 PI 1, or or hanullr a shippinlq, Instpllatlon and bracing gf,trussesA seal on thi dr wiXg or cover page - 2400 Lake OrangeDr. listing this drawin indicates acceptance of ro essiona en meering responstbthtv soler1 for the des n sho n. The suf g brlity Suite150andarseofthisdewingforanystructureisperesponstbtlit of the Building DesiglSer peYANSIITPI 1 5$c.
2. For more information see 111is ob's eneral notes a e and these web sites ALPINE: www.al 'neitw.wm; TPI: www.l inst.or .SBCA. www.abGndus .win, ICC www iwsalO.Org Orlando FL,
1
Job Number: N333522 Ply. 1 $EON. 1586 / T36 / HIPS Cush RR8975 JRel: 1W9T89750144
FLORIDA TEEN BUILDERS Qty 2 FROM ROG DrwNo: 093 18.1531 47898
Truss Label: A2 KM / WHK 04/03/2018
13 + IT _ 23'5" + 30'
6'7" 6'5" 4' 6'S" 67"
4X10 m5X8
D E
1 10.
Loading Criteria (pst) Wind Criteria
TCLL. 2000 Wind Std: ASCE 7-10
TCDL: 17.00 Speed: 150 mph
BCLL 0.00 Enclosure: Closed
BCDL 1000 Risk Category: II
Des Ld 47.00
EXP: C
Mean Height 23 69 R
NCBCLL. 10.00 TCDL: 4.2 psi
Soffit: 0.00 BCDL.5.0list
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h
Spacing: 24 0 " C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
VIEW Ver: 17 02 01A.1115 21WindDuration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1 :B2 2X6 SP #2 N.
Webs 2x4 SP #3.W3 20 SP #2 N'
Lt Wedge 20 SP #3::Rt Wedge 2x4 SP #3:
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Bracing
a) 1X4 #3SRB or better continuous lateral restraint
to be equally spaced Attach with (2) 8d Box or Gun
nails(0.113"x2.5",min.) Restraint material to be
supplied and attached at both ends to a suitable
support by erection contractor.
a) or scab reinforcement may be used in lieu of CLR
restraint substitute (1) scab for (1) CLR and (2)
scabs for (2) CLR'S where shown. Scab
reinforcement to be same size, species, grade, and
80% length of web member. Attach with 0.128x3" gun
nails @ 6" oc.
Loading
Truss passed check for 20 list 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.
IMPORTANT— FURNISH THIS
any
3i7
10'
20'
Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria
Pg, NA Ct: NA CAT. NA PP Deflection in loc Udell U#
Pf: NA Ce, NA VERT(I-Q, 0 127 1 999 360
Lu NA Cs NA VERT(TL) 0 449 1 999 240
Snow Duration. NA HORZ(LL) 0 053 1 - -
HORZ(TL). 0.120 1
Code I Misc Criteria Creep Factor: 2.0
Bldg Code FBC 61h.ed 201 Max TC CSI: 0 841
TPI Std: 2014 Max BC CSI 0.831
Rep Factors Used, Yes Max Web CSI: 0.258
FT/RT 20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver: 17 02 01A.1115 21
o. 7.08 1
4Lt
Wq
cods' j ONA1-
04/03/2018
10' 1'
30'
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1618 /308 /1030/- / 254 /4.0
G 1631 /308 /1030/- / - /4.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1 9
G Min Brg Width Req = 1.9
Bearings B & G are a ngid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens Comp
B - C 1040 -2703 E - F 971 -2359
C - D 970 - 23W F - G 1039 -2732
D -E 874 •1713
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 2309 -796 I - G 2334 -824
J - I 1727 -518
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - J 302 -465 E-1 678 -224
J - D 648 -254 1 - F 301 -464
V ALL NOTES ON THIS DRAWINGI
ALL CONTRACTORS INCLUDING THE INSTALLERS
t, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
ractices prior to performing these functions Installers shall provide temporary
e property attached structural sheathing and bott2m chord shall hav a pro e IrOt
restraint f webs shall hav braawno installed p r SCSI s6coons $3, 7 or 1
as shown above and on tI a JoinfDetails, unless noted otherwise. Refer to
II not be re, onsible for any deviation from this drpwin ,a failure to build the
1gg, installation and brawn cf trussesA Seal on this dr wiXqq or cover page
f enyineerinq respons-bility soley for the deslgn shovi7n. The sui
q
bility
A IPLNE
N1TVmMllyf/
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Py, 1 SEON• 1587 / T35 / HIPS Cust• R R8975 JRef t W9T89750144
FLORIDA TEEN BUILDERS Oly: 2 FROM RDG DrwNo' 093 18 1531.49333
Truss Label: A3 KM r WHK 04/03/2018
19' 24'5" 30'
r 5.7,. 8. - - — 55' 5.7.--i
SS00514
T2 :
SS0514
30'
1' 10' 10' 10' 1'
10' 20' 30'
Loading Criteria (psf) Wind Criteria
TCLL: 2000 Wind Std: ASCE 7.10
TCDL 1700 Speed: 150 mph
BCLL 000 Enclosure. Closed
BCDL. 1000 Risk Category' II
EXP C
Des Ld 47.00 Mean Height: 23.19 R
NCBCLL: 10.00 TCDL 4 2 list
soffit, 0.00 BCDL: 5 0 psf
Load Duration: 1.25 MWFRS Parallel Dist h/2 to h
Spacing: 24.0 " C&C Dist a 3 00 It
Loc. from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N :T2 20 SP #1.
Bot chord 20 SP #1
Webs 2x4 SP #3:W3 2x4 SP #2 N:
Lt Wedge 2x4 SP #3.:Rt Wedge 2x4 SP #3:
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Bracing
a) 1X4 #3SRS or better continuous lateral restraint
to be equally spaced Attach with (2) 8d Box or Gun
nails(0 113"x2.5",min.). Restraint material to be
supplied and attached at both ends to a suitable
support by erection contractor
a) or scab reinforcement may be used in lieu of CLR
restraint substitute (1) scab for (1) CLR and (2)
scabs for (2) CLR'S where shown. Scab
reinforcement to be same size, species, grade, and
80% length of web member. Attach with 0.128x3" gun
nails (a3 6" oc
Loading
Truss passed check for 20 psi 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
Snow Criteria (Pg,Pf to PSF)
Pg: NA Ct: NA CAT: W
PL NA Ce: NA
Lu- NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code FBC 6th ed
TPI Std. 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s).
WAVE, HS, 18SS
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.124 1 999 360
VERT(TL)- 0 446 1 999 240
HORZ(LL): 0 056 1 -
HORZ(fL): 0.129 1
Creep Factor, 2 0
Max TC CSI- 0.865
Max BC CSI. 0.839
Max Web CSI. 0 199
VIEW Ver: 17.02.01A.1115.21
04/03/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1599 /437 /1029/- / 220 14.0
G 1621 /437 /1029/- / - /40
Wind reactions based on MWFRS
B Min Brg Width Req = 1.9
G Min Brg Width Req = 1.9
Bearings B 6 G 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 1069 -2660 E - F 972 -2355
C - D 972 -2301 F - G 1068 -2711
D -E 933-1913
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - J 2273 -829 I - G 2318 856
J-1 1952 -635
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
J - D 502 -134 E - 1 503 -123
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
russes require extreme rare to fa ricatin h ndhrl shI pin Installing and bracing. , Refer to and follow the latest edition of BCSI BuildingomponenfSafetyInformation, by PI an S) f safety radices prior to performing these functions. Installers shall provide temporary
bracin oar BCSI Unless noted olherwise,top chord shall have grope attached structural sheathing and boltQm chord shall hav progeny
attach a nstid ceihn Lorabons shown for permanent lateral restraint bf w bs shall hav braclnq installed per BCSI sections 133, e7 or 10,
as app Ira a Appey plates to each face of truss and position as shown a ove and on the oin Details, unless noted otherwise. Refer to A LPI N Edrawings160A•Z for standard plate positions
Alpena, a division of ITW BUitd1'n om vents Grpup InC shall not be re ponslble for an deviation from this dr win a failure to build thetrussinnformancewithANSII1Poforhandllr5shippin ,installation and bracing of trussesA eat on this dr w X or cover page 2a00 Lake Orange
Dry
listing this drawing indicates acceD ance of Professional en ineerinq responsibflfttyv sole)vv or the deli n shovJn. The suitability Suite 150andfileofthisdrawingforanystructureistheresponsibilityoftheBuildingDeslgrSerperANSIITPI1S$c.2.
For more information see this fob's general notes page and these web spies: ALPINE: www alpmeitw.com, TPI: www tpmst org. SBCA. www sbandusey.com, ICC: www.i Mfe.org Orlando FL. 32837
r
Job Number: N333522 Ply. 1 SEON: 1588 / T34 / HIPS Cusl. R R8975 JReI. 1 W9T89750144
FLORIDA TEEN BUILDERS Oly. 2 FROM. RDG DrwNo. 093.18.1531.49115
Truss Label: A4 KM / WHK 04/03/2018
5'11" 9' 15' 21' 24'1" 30'
5'11" + 3.1.. 6 6 i 3.1.. + 511..
e 06 = 4X4 !s 4X6
D E F
30'
r 10• 10• 10' 1'
10' 20' 30'
Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria
TCLL: 20.00 Wind Std' ASCE 7-10 Pg NA Ct NA CAT, NA PP Deflection in loc Udefl U#
TCDL: 1700 Speed: 150 mph Pf: NA Ce. NA VERT(LL) 0.124 E 999 360
BCLL 000 Enclosure Closed Lu: NA Cs: NA VERT(TL) 0.475 E 999 240
BCDL' 10.00 Risk Category: II Snow Duration. NA HORZ(LL). 0.048 J -
Des Ld 47.00
EXP C
Mean Height: 22 69 R
HORZ(TL) 0 117 J
NCBCLL 1000 TCDL 4 2 psi
Code I Misc Criteria CreepFactor: 2.0
Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 20V Max TC CSI: 0 782
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.806
Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0 340
Loc from endwall not in 9 00 it FT/RT 20(0)/10(0)
GCpi: 0.18 Plate Type(s):
VIEW Ver: 17 02 01A.1115.21WindDuration. 1 60 WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lt Wedge 20 SP #3..Rt Wedge 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
I1t/11111111/Ubq
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04/03/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1548 /440 /1022/- / 187 /4.0
H 1548 1440 /1022/- / - /4.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1 8
H Min Brg Width Req = 1 8
Bearings B & H 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 1080 -2524 E - F 989 -2053
C - D 997 -2199 F - G 997 -2199
D - E 990 -2053 G - H 1079 -2524
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp. Chords Tens Comp
B - K 2147 -832 J - H 2147 -860
K - J 2322 -872
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
D - K 626 -251 J - F 626 -251
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabncatin h ndlin9, shipping installing and bracln . ,Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, byY TPI an SCA) for sa>pey practices prior to performing these functions Installers shall provide terhporarY
bracing per SCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall hav a proper)
attach€d rigid ceihn .Locations shown for yermanent lateral reslrA nt bf webs shall hav braGnq nslalled per BGI sections 133, 7 or 810Y
as ap iq e. Appy plats to each face of truss and position as s town above and on
tP(
1e Joint etads, unless noted otherwise. Refer to
drawl gs 160A•Z fors n and plate positions
Alpine, a division of ITW B1rildl1'ng omponents Groqgp In .,shall not be respons/ble for any deviation from this dr wins) a Y failure to build the
truss in nformance with ANSI/T 11, or for handlrrf s iipping, Inst Ilation and bracing of trussesA eal on th; dr8wirrfg or cover pagge
listing this Drawing, indicates acceptance of pro'
essionalq
engineering re.qponsib,lity solely or the desmon shown. The sufcability
more information
ALPINE
mmVC01.IMlf/
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
P
Job Number:
N333522I
Py 1 I
SEON. 1589 / T25 /SPEC
I
Cusr R R8975 JRef• 1 W9T89750144
FLORIDA TEEN BUILDERS Oly: 1 FROM. PFH DrwNo: 093.18 1531 49193
Truss Label: A5G KM / WHK 04/03/2018
7' 15' 23' 30'
7' 8' 8. 7'
SS0712 1113X8T2 /N8XE0
CD
12
IITT6
f sexarr1% I
In (a) (a)
c =5X5(C8) W2 ;
4X80) F
v
lyAai
G1
K
jI
I I
1114X8 = SS 1017 1112X4 a 4X4(C 1)
Loading Criteria (psr)
TCLL: 20.00
TCDL: 17.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 47.00
NCBCLL: 1000
Soffit. 0.00
Load Duration: 1.25
Spacing: 24.0 "
30'
6'10"4 8'1'12 i 811"12 6'10"4 1'
6'10"4 15' 23'1'12 30'
Wind Criteria
Wind Std: ASCE 7-10
Speed 150 mph
Snow Criteria (Pg,Pr in PSF)
Pg. NA Cl: NA CAT: NA
Pf: NA Ce: NA
DeflICSI Criteria
PP Deflection in loc Udefl U#
VERT(LL) 0 226 D 999 360
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL
K 3881 / 2033 I - / • / -
Enclosure: Closed Lu: NA Cs: NA VERT(7L) 0 849 D 663 240 F 2897 /1290 -
Risk Category, II Snow Duration, NA HORZ(LL). 0.039 C - Wind reactions based on MWFRS
EXP. C HORZ(TL). 0.093 C K Min Brg Width Req = 3.2
Code / Misc CriteriaMeanHeight: 22.19 it
Creep Factor. 2.0 F Min Brg Width Req = 2.4
TCDL 4 2 psi
Bldg Code: FBC l 201 Max 7C CSI: 0 928 Bearings K & F are a rigid surface.
BCDL: 5.0 psi
TPI Std, 2014 Max BC CSI 0 571
4.0
4.0
MWFRS Parallel Dist0 to h/2 Members not listed have forces less than 375#
C&C Dist a, 3 00 H Rep Factors Used: Yes Max Web CSI: 0 655
Loc. from endwall. not in 144.00 FT/RT 20(0)/10(0)
GCpi: 0 18 Plate Type(s),
Wind Duration: 1.60 WAVE, 18SS VIEW Ver: 17.02.01A.1115.21
Lumber Wind
Value Set: 13B (Effective 6/1/2013) Wind loads and reactions based on MWFRS.
Top chord 2x4 SP 2400f•2.OE 72 2x8 SP
2400f-2.OE,
T3 2x4 SP #1:
Bol chord 2x8 SP 2400f-2 OE
Webs 2x4 SP #3 W2 2x4 SP #2 N:
W4 2x4 SP 2400f-2 OE:
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Bracing
a) 1X4 #3SRB or better continuous lateral restraint
to be equally spaced. Attach with (2) 8d Box or Gun
nails(0 1131N2 5",min ). Restraint material to be
supplied and attached at both ends to a suitable
support by erection contractor
a) or scab reinforcement may be used in lieu of CLR
restraint. substitute (1) scab for (1) CLR and (2)
scabs for (2) CLR'S where shown Scab
reinforcement to be same size, species, grade, and
80% length of web member. Attach with 0 128x3" gun
nails @ 6" oc
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1 25)
TC: From 78 pit at -1 00 to 78 plf at 31.00
BC From 20 plf at 0 00 to 20 pit at 30.00
TC: 562 Ib Conc Load at 7.03
TC- 250 Ib Colic Load at 9 06,11.06,13.06
BC: 574 Ib Conc. Load at 7.03
BC. 136 Ib Conc. Load at 9.06,11 06,13.06
BC: 1389 Ib Conc. Load at 14.27
Additional Notes
WIND LOAD CASE MODIFIED!
eI 0 H
o. 708 1
t SAT 0
vim <
Cco
04/03/2018
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING'
any
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 3760 -7769 D - E 4104 -9211
C - D 4107 -9214 E - F 2436 -5479
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp.
B - J 6883 -3260 I - H 4825 -2129
J-1 6844 -3259 H - F 4824 -2124
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens Comp.
J - C 945-306 D - I 865 -1208
C - I 25W -1117 I - E 4784 -2153
INSTALLERS
ow the latest edition of BCSI (Building
1s. Installers shall provide temporary
nd bottom Shord shall hav@ a pro2erly
led er BC51 sections 63, 137 or 810,
i. unless noted otherwise. Refer to
failure to build the
1 or cover pa e
n. The suil"ability
A IPLNE
m nwc MMJIY
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number. N333522 Ply1 SEON. 1590 / T62 /HIPS Cust. RR8975 JRel. 1W9T89750144
FLORIDA TEEN BUILDERS Oly. 1 FROM. RDG DrwNo 093 18 1531 50675
Truss Label. A5GA KM / WHK 04/03/2018
7' 15' 23' 30'
7' 8' 8' 7'
6 8X8
C
1114XD6
T2
8X8
E
30'
1' 6'10"4 8'1"12 8'1"12 6'10"4 1'
6'10"4 15' + 23'1"12 30' + ,
Loading Criteria (psr)
TCLL: 2000
TCDL: 1700
BCLL 000
BCDL' 1000
Des Ld 4700
NCBCLL 10.00
Soffit. 0.00
Load Duration: 1.25
Spacing 24 0"
Wind Criteria
Wind Std: ASCE 7-10
Speed 150 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height 22 19 0
TCDL 4 2 psf
BCDL 5 0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a. 3 00 It
Loc. from endwall- not in 144 00
GCpi 0 18
Wind Duration. 1 60
Snow Criteria (Pg,Pf In PSF)
Pg. NA Cl. NA CAT. W
Pf. NA Ce: NA
Lu NA Cs- NA
Snow Duration NA
Code I Misc Criteria
Bldg Code. FBC 6th ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s)
WAVE, HS
Deft/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.264 D 999 360
VERT(TL): 0.987 D 569 240
HORZ(LL)' 0 069 H - -
HORZ(TL) 0164 H
Creep Factor: 2.0
Max TC CSI 0.969
Max BC CSI: 0.869
Max Web CSI, 0 535
VIEW Ver 17 02 01A.1115 21
Lumber Special Loads
Value Set: 13B (Effective 6/1/2013) Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25)
Top chord 2x4 SP 2400f-2.OE T2 2x6 SP SS TC From 78 pit at -1.00 to 78 pit at 700
Bot chord 2x6 SP SS TC. From 39 pit at 7 00 to 39 pit at 2300
Webs 2x4 SP #3:W2, W4 2x6 SP #2 N TC From 78 pit at 23 00 to 78 pit at 31.00
Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: BC. From 20 pit at 0.00 to 20 pit at 7.03
BC From 10 pit at 7 03 to 10 pit at 2297
Lumber value set "'I 3B" uses design values BC, From 20 plf at 22.97 to 20 plf at 30.00
approved 1/30/2013 by ALSC TC: 565 Ib Conc Load at 7 03
TC: 254 Ib Conc Load at 9 06,11 06,13 06,15.00
Bracing TC: 250 Ib Conc Load at 16 94,18 94,20 94
a) 1X4 #3SRB or better continuous lateral restraint TC: 562 Ib Conc. Load at 22.97
to be equally spaced Attach with (2) 8d Box or Gun BC: 579 Ib Conc. Load at 7.03
nails(0 113"x2.5",min ). Restraint material to be BC 137 Ib Conc Load at 9 06,11 06,13 06,15 00
supplied and attached at both ends to a suitable BC: 136 Ib Conc. Load at 16.94,18.94,20.94
support by erection contractor BC: 574 Ib Conc. Load at 22.97
a) or scab reinforcement may be used in lieu of CLRpfglnrthrffturr,
restraint substitute (1) scab for (1) CLR and (2) sa w H• ;'goy
scabs for (2) CLR'S where shown. Scab 1`f' /r '•: i
y ', reinforcement to be same size, species, grade, and r""'••• J
V80% length of web member. Attach with 0.128x3" gun
nails @ 6" oc$
ie• CjG S iF • ;
Wind
D. %Og
Wind loads and reactions based on MWFRS
Bearing Block(s)
Brg blocks 0.128"0" nails
brg x-loc #blocks length/bik #nails/blk wall plate
t S T 0 : QA ••
1 0.000' 1 12" 4 Rigid Surface O ••• f•
2 29 667' 1 12" 4 Rigid Surface
Brg block to be same size and species as chord.
Refer to drawing CNNAILSP1014 for more information. t••••• N,, co i, Z+18Q 111 A` `_••
04/03/2018
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL /W
B 3660 11670 / - 1- / - /4.0
F 3652 /1660 / • /. / - /4.0
Wind reactions based on MWFRS
B Min Brg Width Req = -
F Min Brg Width Req = -
Bearings B & F are a rigid surface
T
O
T
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens Comp. Chords Tens Comp
B - C 3192 -7023 D - E 4029 -8777
C - D 4029 -8777 E - F 3170 -7O04
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp.
B - J 6179 -2790 I - H 6133 - 2770
J - 1 6151 •2790 H - F 6161 -2770
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
J- C 685 0 I- E 2896 -1378
C- 1 2877 -1356 E- H 678 0
D - 1 1058 -1584
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin , handling9 shippin Installing and bracin Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an
San
r0 safety ractices prior to performing these functions. Installers shall provide terhporarrvy
brach Ger BCSI. Unless noted olherwise,top chord shall have properly attached structural shgathing and bolt2m hord shall have a pro 2erly
attach d nqId cellln Locabons shown for ermanent lateral restraint bf webs shall have braunq Installed pfr BCI sections B3, B7 or 810
as app ICa a Appy Plates to each face, o truss and position as shown above and on the oin Details, un ess noted otherwise. Refer to'
ALPINEdrawings16OA-Z for standard plate positions
Alpine, a division of ITW B rild11'n om onQgnis Grpup InC shall not be resppnslple for an deviation from this dr8wing anY (allure to build the
truss in Cgnformance with AN51 1 1. r for handllrf shiDpin , Installation and bracing of trussesA seal on this dr wing or cover pagge , , 2gOp Lake Orange Dr
r
listing this drawing indicates acceptance of professional en ineerinq responsibilittvy solely for the design shorn. The suiCabilityIndliseofthisbrawingforanystructureistheresponsibilitoftheBuildingDesigrierperANSI/TPI 1 Sbc.2. Suite 150
For more information see this lotrs general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA Wwwsbandustrycom,ICC.wwwIccsaleorg Orlando FL, 32837
Job Number: N333522 ply: 1 SEON 1591 / T18 / COMN Cust R R8975 JRef 1 W9T89750144
FLORIDA TEEN BUILDERS Oly' 4 FROM: RDG DrwNo 093.18 1531 50488
Truss Label: GI KM / WHK 04/03/2018
5'7"4 t 7e- 15'8"12 21'4"
54 5712 5712 5'7"4
1
7.4-4
7'4"4
Loading Criteria (psq Wind Criteria
TCLL: 20.00 Wind Std' ASCE 7-10
TCDL: 17.00 Speed: 150 mph
BCLL: 0.00 Enclosure Closed
BCDL' 10.00 Risk Category II
EXP. C
Des Ld: 47.00 Mean Height' 15 00 R
NCBCLL' 10.00 TCDL' 4 2 psi
Soffit: 0.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
Spacing: 24 0 " C&C Dist a' 3.00 It
Loc from endwall: not in 9 00 It
GCpi 0 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: W
Pf' NA Ce: NA
Lu NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code' FBC 61h.ed
TPI Std 2014
Rep Factors Used. Yes
FT/RT:20(0)/10(0)
Plate Type(s)
WAVE
21'4"
6'7"8
13'11'12
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(I-Q. 0 049 H 999 360
VERT(TL) 0188 H 999 240
HORZ(LL). 0.020 G -
HORZ(TL) 0 048 G
Creep Factor: 2.0
Max TC CSI: 0.387
Max BC CSI' 0 680
Max Web CSI: 0.210
VIEW Ver. 17 02 01A 1115.21
ASF 1'•:`
o. 7.408 1
ot SAT O
co AI EN
7'4"4
21'4"
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1126 /323 /775 / - /201 /8.0
F 1043 /291 /631 /• /- /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1 6
F Min Brg Width Req = 1 5
Bearings B & F are a rigid surface.
Bearings B & F require a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - C 612 -1770 D - E 637 -1562
C - D 609 -1552 E - F 639 -1781
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens Comp.
B - H 1510 -483 G - F 1522 -485
H - G 1025 -257
Maximum Web Forces Per Ply (lbs)
Webs Tens Comp Webs Tens Comp.
C - H 218 -377 D - G 550 -213
H - D 535 -205 G - E 220 -384
04/03/2018
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, shipping installing,and bracing. , Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI an SBCA) rbr safety practices pnor to performing these functions. Installers shall provide to porar
SCSI _Unless noted o herwise,top chord shall have proRerN attached structural sheathing and bottom hord ghall hav a pro e r
l
id ceilin . Locations shown for ermanent lateral restraint bf webs shall hav bracing instdlled per BCI sections Q3, 7eAppypratestoeachface, o>Ptruss and position as shown above and on the JoinrDetails, unless noted otherwise. Reter to
60A -Z for standard plate positions.
a division of
TPI 1, or for 11
acceptance
any structure
failure to buildthe
STne suitability
A IPLNE
NlInYmM1.IfI
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Ply: 1 SEON: 1592 / T16 / COMN Cust RR8975 JRef: 1W9T89750144
FLORIDA TEEN BUILDERS Oly. 1 FROKRDG DnvNo' 093.18 1531 47244
Truss Label: G2 I I KM / WHK 04/03/2018
i
5'7"4 10'8" 15'8"12 21'4"
5'7"4 5'0"12 + 5'0"12 5'7"4
4x8D
21'4"
1 J 7'4"4 6'7"e 744
7'4"4 + 13'11"12 21'4"
Loading Criteria (psr) Wind Criteria
TCLL' 20.00 Wind Std ASCE 7-10
TCDL 1700 Speed: 150 mph
BCLL: 000 Enclosure: Closed
BCDL: 1000 Risk Category: II
Des Ld: 47 00
EXP: C
Code / Misc Criteria
Mean Height 15 00 R
NCBCLL: 10.00 TCDL: 4 2 psi
Soffit 000 BCDL: 5.0 list
Load Duration: 1.25 MWFRS Parallel Dist. h/2 to h
Spacing. 24 0 " C&C Dist a: 3.00 it
Plate Type(s)
Loc from endwall: not in 9.00 it
WAVE
GCpi: 0.18
Wind Duration 1160
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 20 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
a
IMPORTANT" FU
any
Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria
Pg: NA Ct: NA CAT NA PP Deflection in loc Udell U#
Pf NA Ce: NA VERT(LL): 0.049 H 999 360
Lu' NA Cs NA VERT(fL): 0.188 H 999 240
Snow Duration' NA HORZ(LL). 0.020 H - -
HORZ(fL) 0.048 H
Code / Misc Criteria Creep Factor: 2.0
Bldg Code: FBC 61h ed 201 Max TC CSI: 0.370
TPI Std: 2014 Max BC CSI' 0.670
Rep Factors Used: Yes Max Web CSI: 0 205
FT/RT:20(0)/10(0)
Plate Type(s)
WAVE VIEW Ver: 17.02.01A 1115.21
H.
t
0708 1
kT O
r• 4r '
NAL
04/03/2018
1
1
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1123 / 322 / 774 / • /214 /8.0
F 1123 /322 /774 / - / • /8.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.6
F Min Brg Width Req = 1.6
Bearings B 8 F are a rigid surface.
Bearings B 8 F require a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp
B - C 602 -1765 D - E 603 -1548
C - D 603 -1547 E - F 602 -1766
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp.
B-1 1506 -426 H - F 1506 -452
I- H 1020 -225
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp. Webs Tens. Comp.
C - 1 217 •376 D - H 537 -207
I - D 536 -207 H - E 217 -376
ALL CONTRACTORS INCLUDING THE INSTALLERS
installing and bracing Refer to and follow the latest edition of BCSI (Building
racllces prior to performing these functions. Installers shall provide temporary
properly attached structural sheathing and bottom chord shall hav a proper
estrainl bf w bs shall hav bratjng ins ,tilled pgr BCSI sections B3, 7 or 810
as shown a ove and on tt a oin Details, unless not otherwise. Refer to
TPI w
failure to buildthe
or The
sui9
bility
ALPINENE
u+mvcorrwn
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
t.
Job Number: N333522 Ply1 SEON: 1651 / T15 /HIPS Cust. R R8975 JRef 1 W9T89750144
FLORIDA TEEN BUILDERS Oly: 1 FROM. RDG DrwNo: 093 18 1531.48772
Truss Label. G3 KM / WHK 04/03/2018
9' 174" 21'4"
i' 9' + 34" r' — 9.
sCe
T2 5D
12
6 F;;- t
n
BIj E
A F
H G
4X4(A2) 1112X4 =5X5-4X4(A2)
21'4"
9'11"12 2'10" 9'4"4
1, 1 +
9'1"12 + 11'11"12 + 21'4"
Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in 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 Uden U# Loc R /U / Rw / Rh / RL /W
TCDL: 1700 Speed: 150 mph Pf NA Ce: NA VERT(LL) 0.029 G 999 360 B 1123 /323 /773 / • /186 /8.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs. NA VERT(TL)' 0.110 G 999 240 E 1123 /323 /773 / • /. /80
BCDL- 1000 Risk Category II Snow Duration. NA HORZ(LL)' 0.018 H - Wind reactions based on MWFRS
Des Ld: 47 00
EXP C HORZ(TL)' 0.042 H B Min Brg Width Req = 1.6
Mean Height: 15.00 R
Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 1.6
NCBCLL. 10.00 PTCDL' 4 2 psi Bearings B & E are a rigid surface
Soffit: 0 00 BCDL 5 0 psi Bldg Code: FBC 6th ed 201 Max TC CSI: 0.776
Bearings B & E require a seat plate
Load Duration, 1 25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.886
Spacing 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.105
Members not listed have forces less than 375#
Loc. from endwall not in 9.00 ft FT/RT•20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
GCpi. 0 18 Plate Type(s): Chords Tens.Comp Chords Tens. Comp.
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A 1115.21
Lumber
B- C 569 -1547 D - E 568 -1542
C - D 603 -1263
Value Set: 13B (Effective 6/1/2013)
Top chord 20 SP 2400f -2.0E :T2 20 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 SP #2 N Chords Tens Comp Chords Tens. Comp.
Webs 2x4 SP #3
Lumber value set "1313" uses design values B - H 1257 •351 G • E 1253 -376
approved 1/30/2013 by ALSC H - G 1261 •352
Wind
Wind loads based on MWFRS with additional C&C
member design
tqu»r nluu u
H. y-..
s O. 708 1
e
ae
oet, S T O Q,
40S%* A + ee
co 201Y AL
Nfo.rtteett t t"'
4/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin hh ndlin shipping instailing_and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an CA) f$r safety practices pnor to performing these functions. Installers shall provide temporarryy
bracina per SCSI., Unless noted olherwise,top chord shall have property attache structural sheathing and botto hord ghall hav a properly
attach€d rigid cetlin .Locations shown for permanent lateral restraint f webs s alf hav bracing ns aped pgr B S I actions $3, 7 or 810, as applica e. Appy pptat s to each face of truss and position as shown above and on lite oinl etails, un ess note otherwise. Refer to A LPI N Edrawings160A -Z for stangard plate positions.
Alpine, a division of ITW B itddl1n Componsgnts5 Grc Vp In shall not be resuons/ble for any deviation from this drawin any failure to build the .rtwc
truss in nformance with N51l PI 1, or for hantllirl s iippinq, installation and bracing gf,lrussesA Seat on thi; dr winq or cover page , , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofproessiionarren /peering responsibilittyv solelyy for the des/ n sho n. The suitability Suite 150andfiseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSIITPI15$c.2.
For more inlwmation ses this ob's enerai notes a end these web srtesALPINE. www.el meow com, 7Pi: www mst.or , SBCA: www sbundus .wm ICC' www.itcsale.or Orlando FL. 32837
Job Number: N333522 Ply 1SEON. 1594 / T69 /HIPS Cust: RR8975 JRef. 1W9T89750144
FLORIDA TEEN BUILDERS Oly 1 FROM. PFH DrwNo. 093.18.1531.48414
Truss Label: G4G KM / WHK 04/03/2018
7' _ 14,4„ 21,4„
7' 7'4" 7
C6
T2
6XD6
21,4,
i
6'10"4 3'9"12 3'9"12 6'10"4
1,
6'10"4 1 I 14'5"12 21'4"
Loading Criteria (psf) Wind Criteria
TCLL. 20.00 Wind Std: ASCE 7-10
TCDL: 1700 Speed: 150 mph
BCLL' 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category, II
B 2134 /617 / - / - / •
EXP: C
Des Ld: 4700 Mean Height 15.00 It
NCBCLL: 0 00 TCDL: 4 2 psf
Soffit: 0.00 BCDL 5.0 psf
Load Duration. 1 25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a. 3.00 it
B Min Brg Width Req = 2 5
Loc. from endwall: NA
Code / Misc Criteria
GCpi: 0.18
E Min Brg Width Req = 2 5
Wind Duration: 1.60
Lumber
Value Set' 13B (Effective 6/1/2013)
Top chord 20 SP #1 •T2 2x6 SP SS:
Bot chord 20 SP #1
Webs 20 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Loading
1 hip supports 7.0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS
Snow Criteria (P9.PI in PSF) DefIICSI Criteria Maximum Reactions (Ibs)
Pg: NA Cl NA CAT NA PP Deflection In loc Udell U# Loc R /U / Rw / Rh / RL W
Pf: NA Ce: NA VERT(LL): 0.094 H 999 360 B 2134 /617 / - / - / • 8.0
Lu: NA Cs' NA VERT(TL): 0.365 H 999 240 E 2134 / 617 / - / • / - 8.0
Snow Duration NA HORZ(LL)- 0 042 G - - Wind reactions based on MWFRS
HORZ(TL): 0 101 G B Min Brg Width Req = 2 5
Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 2 5
Bldg Code: FBC 6th.ed 201 Max TC CSI. 0.643 Bearings B & E are a rigid surface.
TPI Std. 2014 Max BC CSI: 0.685 Bearings B & E require a seat plate.
Rep Factors Used No Max Web CSI. 0 265
Members not listed have forces less than 375#
FT/RT 20(0)/10(0)
Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s): Chords Tens.Comp Chords Tens Comp.
WAVE VIEW Ver: 17.02.01A.1115.21
B - C 1127 -3930 D - E 1127 -3930
C - D 935 -3524
H
o. 7,08 1
SAWOO*-*,
ONAI. •N``
04/03/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp. Chords Tens Comp
B-1 3427 -964 H - G 3398 -961
I - H 3398 -961 G - E 3427 -964
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp. Webs Tens Comp
I - C 696 -74 D - G 696 -74
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 (BuildingtSafetyInformation, by TPI an SBCA) fb) safety ractices prior to performing these functions Installers shall provide temporar
BGSI., Unless noted o7 lerwise,tnop chord shallehave pro erly attached structural aheadthing8and poett2m shored shall h av a proge0y
liid
ceiling ovations shown tori ermanent fat rat reslr ml f webs shall havg br un ins/ Iled 1 r SCSI sd lions 3, 7 or B1e. Apply p aces to each facve o truss and position as shown above and on the om Details, un ess note otherwise. Refer to
of ITW Nil 1'nc omponsnts GTup Inc shall not be responsible for any
nce with 0 1 1, or for hanolirtq s ippin , Installation and bracin
in indicates acceptance of professional en ineerinq respons?b
i rawing for any structure is the responsibility of the Building Des
see this job's general notes page and these web sales. ALPINE: www alpinedw.com. TPI:
his drBwin a failure to build theonthisdrwXIorcoverpage
Le desyn shown. The suitability
www sbandustry.Com, IGG www
ALPINE
Mn ccww+v
2400 Lake Orange Or
Suite 150
Orlando FL, 32837
Job Number: N333522 Ply. 2 SEON: 1595 / T70 /FLAT Cusl. R R8975 JRef. 1 W9T89750144
FLORIDA TEEN BUILDERS Oly 1 FROM RDG DrwNo: 093.18.1531.47914
Truss Label: FGt KM / WHK 04/03/2018
2 Complete Trusses Required
T
n
f" R.
1
5„ 110151 4'4"14 6'6"5 8'6"12 10'4"5 12'1"14 14'5"14 16'6"l I_ 18'6"1 i 20'5"115
5
r
2,0„75-
1-
2,1„7 -!- 2,0.,7 -
I-
1,9„9-, 1,9„9 t 2,4„1 2,0„2 -r- Z. -,- 111.,,
4X10
5X10 =4X8
T1 =
6X12 =8X8 =4X10 =4X12 =6X6 =
6X6 =
5X10
A B C D E F G H I T3 J K
1 7'11"9
Loading Criteria (psr)
TCLL: 4000
TCDL: 10.00
BCLL: 000
BCDL 5.00
Des Ld 55.00
NCBCLL: 0.00
Soffit: 200
Load Duration: 1.00
Spacing, 24 0 "
12'6"9
2'0"7 1 2'0"7 1 1'11"15 1'11"15 2'3"9 2'2"9 1'11"1 2'0"2 1 2'0"8 2'3"8
2'07 4'0"14 6'0"13 8'0"12 10'4"5 12'6"14 14'5"14 16'6"l 18'6"9 20'10"1
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA It
TCDL: NA psf
BCDL: NA psi
MWFRS Parallel Dist: NA
C&C Dist a: NA R
Loc from endwall. NA
1, NA GCpi NA
Wind Duration: NA
Lumber
Value Set. 138 (Effective 6/1/2013)
Top chord 2x6 SP SS :T1 2x6 SP 2400f -2.0E'
T3 20 SP 2400f-2 OE -
Bot chord 2x6 SP SS :B2 2x6 SP 2400f -2.0E'
Webs 20 SP #3:W6, W7, W8, W12, W20 20 SP #2 N.
W9 2x6 SP #2 N.
W10, W19 2x4 SP 2400f -2.0E.
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Nailnote
Nail Schedule:0.128"x3" nails
Top Chord 1 Row (412.75" o.c
Bot Chord: 1 Row @12.00" o c
Webs 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Plating Notes
All plates are 04 except as noted.
1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Girder supports: 30-0-0 span to TC one face and
2-0-0 span to TC/BC split opposite face.
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NF
Pf: NA Ce: NA
Lu. NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 61h ed
TPI Std 2014
Rep Factors Used. Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udeff U#
VERT(LL): 0.178 0 844 360
VERT(TL): 0.312 0 614 240
HORZ(LL)- 0.013 G - -
HORZ(TL)- 0.018 G
Creep Factor: 2.0
Max TC CSI 0 773
Max BC CSI: 0.904
Max Web CSI: 0.608
VIEW Ver. 17.02 01A 1115 21
Bearing Block(s)
Brg blocks'0 128"x3" nails
brg x-loc #blocks length/blk #nails/blk wall plate
2 8.124' 1 14" 18 Rigid Surface
Brg block to be same size and species as chord.
Refer to drawing CNNAILSPI014 for more information
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL /W
V 2251 /45 /- /0 /- /5.7
R 11451/- /- /1 /- /4.0
L 4469 /- /- /- /- /3.0
V Min Brg Width Req = 1.5
R Min Brg Width Req = -
L Min Brg Width Req = 1.9
Bearings V, R, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp
A - B 67 -542 G - H 0 -3335
C - D 1883 92 H-1 0 -4553
D- E 5495 0 1-1 0 -4542
E - F 520 22 J - K 0 -4550
F - G 520 22
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp
U -T 760 -81 P-0 5186 0
S- R 66 -2221 O- N 5186 0
R- O 0- 8001 N- M 4542 0
O - P 3041 0
Maximum Web Forces Per Ply (Ibs)
ppurrrrrrgrrurrrrr/x
Webs Tens Comp. Webs Tens. Comp.
A - V 20 -716 F-0 0 -689
l ".,..... • i f i A - U 597 -74 O - G 0 •3980
E ••'.
4
U-13 49 -748 G - P 1010 0SSC •. B - T 47 -621 P - H 0 -2069
C- S 0 -2282 H• N 72 -714
0.708 S -D 1161 0 I -N 0 -545
D -R 0-3780 J -M 0 •1163
R- E 0- 3463 M- K 4890 0
r` E-0 3925 0 K- L 0 •2346
S AT O r
X09 r;
SwF
o,
rs •" ...., ..•.NGS ,
MAW ON A1.
ltrrNnrW1*1,
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabrica ' , handlingg shiupin installing,and bracing. ,Refer to and tgllow the latest edition of SCSI (Building
t S fey Information, byY TPI an SBCA) f8) safety ractices prior to performing these functions. Installers shall provide temporary
B SI. Unless noted olhenvise,t0 chord shall have pro . rry attached structural sheathing and bolt2m hord shall have a property
id ceilin .Locations shown for Dermanent lateral restr int 8i webs shall hav bracing ins/@fled pgr BCI sections 133, 137 or 1310
AP Dtates to each face, of truss and position as shown above and on
ip(
1e oin Details, un ess noted otherwise Refer to
60A -Z for stantla,d plate positions.
of
more information
shall not
and these web sites, ALPINE:
failure to build the
I orover pa e
n. he sui bility
ALPINE
N+rrw07MMir/
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Ply' 1 SEON' 1596 / T14 /HIPS Cust. RR8975 JRef. 1W9T89750144
FLORIDA TEEN BUILDERS Qty: 1 FROM-PFH DrwNo: 093.18.1531.51736
Truss Label: CIG KM / WHK 04/03/2018
r
1'10"
81
4'5"8 + 3'6"4 + 4'75
8
4 110"8-'
12 = 04
6 :8X12 1112XX4
T2 E =
8X12
c 4X8 B3) W2 W6_ =
4X8(('83)
L
A L --jl
K J I H -
1112X4 = 8X 10 = H 1014 1112X4
16'4"
2,0"4 + 41"12 + 3-8" + 4'3"12 + 0
1'
2'0"4 6'4" 10' 14'3"12 16'4"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs)
TCLL: 20.00 Wind Std ASCE 7-30 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udeff U# Loc R /U / Rw / Rh / RL /W
TCDL: 1700 Speed, 150 mph Pf: NA Ce: NA VERT(LL) 0 230 D 837 360 B 2095 / 986 / - / - / - 14.0
BCLL 000 Enclosure: Closed Lu NA Cs: NA VERT(TL) 0.863 D 352 240 G 2106 / 862 / - / - / - /4.0
BCDL' 10 00 Risk Category: II Snow Duration: NA HORZ(LL)- 0 032 C - - Wind reactions based on MWFRS
EXP: C
Des Ld7 47 00 Mean Height: 20.91 it )
g qHORZL : 0.076 C B Min Bi Width Re 2 5
NCBCLL: 10.00 Code I Misc Criteria Creep Factor. 2.0 G Min Big Width Req = 2 5
TCDL: 4.2 psf
Soffit: 000 BCDL: 5.0 psi gBld Code: FBC 61h.ed 201 Max TC CSI 0 797 Bearings B 8 G are a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.919
Members not listed have forces less than 375#
Spacing 24 0 " C&C Dist a: 3 00 It Rep Factors Used Yes Max Web CSI. 0 365
Loc from endwall. not in 144.00 FT/RT:20(0)/10(0)
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp Chords Tens Comp.
GCpi. 0.18 Plate Type(s):
Wind Duration. 1.60 WAVE, HS VIEW Ver: 17.02.01A.1115.21 B - C 3506 -3622 E - F 3224 -7916C
Lumber
C - 0 3135 -7698 F - G 1593 -3893
D - E 3135 -7698
Value Set: 138 (Effective 6/1/2013)
Top chord 20 SP #2 N :T2 2x4 SP 2400f-2.OE: Maximum Bot Chord Forces Per Ply (lbs)
Bot chord 2x6 SP SS Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP #3 W2, W6 2x4 SP 2400f-2 OE
Lumber value set "138" uses design values B - K 3182 -1311 I - H 3467 -1411
approved 1/30/2013 by ALSC K - J 3213 -1302 H - G 3423 -1399
J-1 8001 -3272
Special Loads
Lumber Our Fac.=1 25 / Plate Dur Fac =1.25) Maximum Web Forces Per Ply (Ibs)
TC. From 78 pit at -1 00 to 78 plf at 16 33 Webs Tens.Comp. Webs Tens. Comp.
BC: From 20 plf at 0 00 to 20 plf at 1633
TC: 66 Ib Conc. Load at 1 91,14.44 C - J 4616 -1895 I - F 4588 -1870
TC 47 Ib Conc. Load at 3.94, 5.94, 7.94, 8.40 D - J 349 -380
10.40,12 40
tllrrlllllprBC: 51 Ib Conc. Load at 1.09 MM3 +r/prrrBC: 37 Ib Conc Load at 1.91,14 44 '07" H481bConcLoadat309
BC 133 Ib Conc Load at 3 94, 5.94, 7.94, 8.40 ` `' •••'1••`'•'•'
10.40,12.40 i`•`Cj1G S ' . l '.
BC 246 Ib Conc Load at 5.09 3 •' V F
BC: 347 Ib Conc. Load at 7 06, 9.06,11 06,13.06 t`
i
Wind i J 0.708 1
Wind loads and reactions based on MWFRS * S s
r
Additional Notes IS AT 0 % QWINDLOADCASEMODIFIED! ••• (VF
A%- •••........•NG,,.
COA %
rrNONAI.
oar"iinw n
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
russes require extreme care in fabncatin h ndlln shiupin installing,and bracing. , Refer to and follow the latest eddit) n of BCSI (Building
omponent S fety Information, by. TPI an S CA) f safety ractices prior to performing these functions. Installers shaliprovide terhporan
bracin D@r BSI., Unless noted o erwise,top chord shall have properly attached structural sheathing and bottom hord Shall hav a proger y
attach o rig9id ceilin l ocations shown for ermanent latgral restraint 8f webs shall hav bracing nslalled p r BCI s8coons B3, 7 or t 0,
as app Icattte. Applgy DlatBs to each face oiPtruss and position as shown above and on tfle Joinr etails, unless noted otherwise. Refer to
ALPINEdrawings16 -Z for standard plate positions.
Alpine, a division of ITW B Ild11n ompon nts Grp uD Inc. shall not be reSuonslple for any deviation from this drawinsl,a failure to build the Nin ro
truss In conformance with
XII
1 1, or or handur sL shinpina, Installation and bracing of trussesA eal on this dr win or over page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionaf en ineerinq responsibility solely or the design shown. he suitability Suite 350andstingofthis9rawingoranystructureistheresponsibilitoftheBuildingDesigrferper'ANSIITPI
15.
4c.2.
For,more information see this ob's general notes page and these web sites ALPINE www al inedw com, TPI www.t msl.or : SBCA. www.sbcindus .ram• ICC: www.mcsale org Orlando FL, 32837
Job Number:
N333522I
Ply 1 I
SEON. 1597 / T48 /
COMM
Cusl• RR8975 JRef- 1W9T89750144
FLORIDA TEEN BUILDERS Oly. 3 FROM• RDG DrwNo* 093 18.1531 48008
Truss Label: D1 KM / WHK 04/03/2018
7'10" , 15'8"
7'10" 7'10"
H0510
C
4X4(Bt) 111Zx4
15'8"
7'10" 7'10"
1
7'10" 1168"
Loading Criteria (psf) Wind Criteria
TCLL 2000 Wmd Std: ASCE 7-10
TCDL' 17.00 Speed. 150 mph
BCLL' 0.00 Enclosure Closed
BCDL: 10.00 Risk Category. II
CEXPDesLd: 47.00 Mean Height, Mea 22 40 R
NCBCLL 10.00 TCDL: 4..2 psips
Soft: 0.00 BCDL: 5.0 psi
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 " C&C Dist a 3.00 ft
Plate Type(s):
Loc. from endwall: not in 9.00 it
WAVE, HS
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 138 (Effective 6/1/2013)
Top chord 20 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
a
Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria
Pg' NA Ct, NA CAT: NA PP Deflection in loc Udefl U#
Pf NA Ce NA VERT(LL). 0.010 E 999 360
Lu' NA Cs: NA VERT(TL). 0.041 E 999 240
Snow Duration, NA HORZ(LL): 0.010 E -
HORZ(fL): 0 020 E
Code I Misc Criteria Creep Factor: 2.0
Bldg Code. FBC 6th ed 201 Max TC CSI 0 878
TPI Sid: 2014 Max BC CSI: 0.736
Rep Factors Used: Yes Max Web CSI: 0 134
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS VIEW Ver' 17.02 01A 1115.21
o. 708 1 =
SFS • ........••N,.
COA ON AAw w""
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fal catinq, handling, shiDDinq, installinq and bracinq Refer to and follow the latest e
any
Maximum Reactions (lbs)
Loc R /U /Rw /Rh /RL /W
B 849 / 240 / 579 / - /153 /4.0
D 765 /210 /494 /- /- /-
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
D Min Big 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. Chords Tens Comp.
B - C 448 -1063 C - D 464 -1061
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens Comp
B - E 838 -294 E - D 838 -294
of
failure to build the
1 or cover Pae
n. The sui bility
ALPINE
mmc W!Y
2400 Lake Orange Dr.
Suite 150
Orlando FL. 32837
Job Number. N333522
I Ply: 1 IFROM.RDG
SEON 1598 / T47 /
COMM
Cust R R8975 JRef 1 W9T89750144
FLORIDA TEEN BUILDERS Oty 1 DrwNo: 093.18 1531 51642
Truss Label: D2 KM / WHK 04/03/2018
TI 0" 15'8"
7'10" + 7'10"
H0510
C
a4X4(B1) m[h• a04(81)
15'8"
1,
7'10" i 7'10"
710" 15'8"
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 17.00 Speed: 150 mph
BCLL 0.00 Enclosure: Closed
BCDL. 10.00 Risk Category II
HORZ(TL): 0.020 EEXP: C
Des Ld. 47.00 Mean Height. 22 40 fl
NCBCLL' 10.00 TCDL: 4.2 psf
Soffit 000 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 it
Loc from endwall: not in 9.00 it
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set. 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 20 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pg,Pf in PSF)
Pg. NA Ct: NA CAT: N/
Pf: NA Ce NA
Lu: NA Cs' NA
Snow Duration, NA
Code / Mist Criteria
Bldg Code FBC 6th ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
in
v
Defl/CSI Criteria Maximum Reactions fibs)
PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W
VERT(LL): 0.011 E 999 360 B 849 1361 /579 / • /153 /4.0
VERT(fL). 0.041 E 999 240 D 765 / 315 /494 / • / - /4.0
HORZ(LL): 0.010 E - Wind reactions based on MWFRS
HORZ(TL): 0.020 E B Min Brg Width Req = 1 5
Creep Faclor: 2 0 D Min Brg Width Req = 1.5
Max TC CSI• 0.878 Bearings B & D are a rigid surface
Max BC CSI- 0.736
Max Web CSI. 0.13a Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens Comp.
VIEW Ver: 17.02.01A.1115.21 I B - C 448 -1063 C • D 464 -1061
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
S - E 838 -294 E - D 838 -294
qauire extreme care in fabricating h ndlin shit ng, installing and bracing. , Refer to and follow the latest edition of SCSI (BuildingiSfetyInformation, byY TPI an 'SCA) f) sa ery practices prior to performing these functions Installers shall provide temporary
r BSI. Unless noted olherwise,top chord shall have pro rN attached structural sheathing and bottom hord shall hav a pro er
aid ceiling Lovations shown for emtanent lateral restr in bf w tis shall have braacing ns[dlled p r BCI sections Q3, 7 or 10, fie _Apply plates to each face oPtivss and position as shown move and on the Jomt9 etails, unless noted otherwise Refer to
and these web sites:
his dr winst an failure to build the
on th; dr3wi V or over paggeeLedesjqnshown. fThe suiTability
TPI: www tpinat org, SBCA www
ALPINENE
NmnWc
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number N333522
FLORIDA TEEN BUILDERS
Truss Label: D3G
Ply. 1 I
SEON* 1599 / T46 /HIPS I
Cust: RR8975 JRef. 1W9T89750144
01) 1 FROM. RDG DrwNo. 093 18.1531 47961
KM / WHK 04/03/2018
7, 15,6..
7' 1'8" 7'
4X6 =4X6
C D
15'8"
1
7'1"12
7'1"12
1'4"8 7'1"12
8'6"4 15'8"
1
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria Maximum Reactions (Ibs)
TCLL' 20.00 Wind Std: ASCE 7-10 Pg: NA Ct. NA CAT. NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL /W
TCDL 1700 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.049 G 999 360 B 1445 /616 /4.0
BCLL 000 Enclosure: Closed Lu: NA Cs- NA VERT L : 0.189 G 999 240 E 1445 / 617 / - / - / - / 4.0
BCDL 10 00 Risk Category: II Snow Duration NA HORZ(LL)- 0.018 G - - Wind reactions based on MWFRS
EXP: C
Des Ld. 47.00 HORZ L - 0.045 GT) B Min Bi Width Re 1 59q =
Mean Height 22.18 ff
NCBCLL 0.00 Code / Misc Criteria CreepFactor: 2.0 E Min Brg Width Req = 1 5
TCDL: 4.2 pal
Soffit: 0.00 TCDL 5 0 list Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.887 Bearings B & E are a rigid surface.
Load Duration, 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.392
Members not listed have forces less than 375#
Spacing. 24.0 " C&C Dist a: 3 00 it Rep Factors Used, No Max Web CSI. 0 252
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall. NA 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: 17.02.01A.1115.21 B - C 962 -2271 D - E 962 - 2271
Lumber
C - D 792 -1936
Value Set: 13B (Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 SP #2 N T1 2x4 SP #1 Chords Tens.Comp Chords Tens Comp
Bot chord 2x4 SP 24001-2.OE
Webs 2x4 SP #3 B - H 1910 -785 G - E 1911 .785
Lt Wedge 20 SP #3::Rt Wedge 2x4 SP #3 H - G 1936 -792
Lumber value set "11313" uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp. Webs Tens Comp.
Loading
1 hip supports 7.0-0 jacks with no webs. C - H 660 -194 G - D 645 -186
Wind
Wind loads and reactions based on MWFRS
H
ti
o. 708 1
SAT O Q
e
CID ROB gl.' •
q MrNnrW tl
04/03/2018
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, handling9, shippin , installing and bracin .. Refer to and follow the latest edition of BCSI (Building
Component Saf , Information, by TPI an SBCA)10r safety ractices pnor to perio ming these functions. Installers shall provide temporary
bracin per BCSI Unless noted otnerwise,top chord shall have prol?erlr attached structural sheathing and bottom hord shall hav€ a pro eny
attach a rslid celhn Locations shown for Dermanent lateral restraint of webs shall hav braunq installed pgr BC I sections 133, 137 or 10
as app IS e Appy prates to each face of truss and position as shown above and on the o1n De lis, un ess noted otherwise. Refer to
ALPINEdrawings160A -Z for standard plate positions
AI ine, a division of ITW Bt 11dd11n ompon ntS Grppup In shall not be responslple for anydeviation from this r wing an failure to build the mawc
truss In conformance with A1J51 11, or (nor handlirf s lipptnq, Inst IIat10n and bracinn ci trussesA eat on th s drBwiXa or over page , , 2400 Lake Orange Dr.~ listing this drawing, indicattes acceptance f pproTessionaf en ineenng respons fbilit solel1yy or the desi n shown. The suitability g
and use of this Drawing (or any structurels Ote responsibility of the Building DesigrSer pefANSI/TPI 1 S2c.2. Suite 150
For more informabon see this job's peneral notes page and these web sites ALPINE: www al ' edw com: TPI, www tpinst or ; SBCA: www.sbanduslry com. ICC wvw.rx3ale org Orlando FL, 32837
Job Number,
N333522I
Ply- 1 I $
EON 1649 / T26 / HIPM
I
Cust R R8975 JRef 1 W9T89750144
FLORIDA TEEN BUILDERS O1y, 1 FROM: RDG DrwNo. 093.18 1531 48007
Truss Label: L1 KM / WHK 04/03/2018
9' 14'0"8 15'
9' 510"8 11"
III C8
T2 =4X4D
2X4(A1) — 4AA 1113X6
Loading Criteria (psr) Wind Criteria
TCLL. 20.00 Wind Std: ASCE 7-10
TCDL. 17.00 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category II
Des Ld: 47.00
EXP. C
NCBCLL 10 00
Mean Height 15 00 R
TCDL: 4.2 psi
Soffit. 0.00 BCDL 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist. h/2 to h
Spacing: 24.0 " C&C Dist a 3 00 ft
Loc. from endwall: not in 9.00 0
GCpt: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 T2 20 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
15'
9'3" 8 4'10"12
9'3"8 14'2"4
Y 414
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg. NA Ct. NA CAT: NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W
Pf: NA Ce: NA VERT(LL): 0.055 G 999 360 B 772 / 221 / 568 / - /127 /80
Lu: NA Cs' NA VERT(TL): 0.205 G 999 240 E 740 / 213 /451 / - / - /80
Snow Duration NA HORZ(LL) 0 022 G - - Wind reactions based on MWFRS
HORZ(TL) 0 051 G B Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor: 2 0 E Min Brg Width Req = 1.5
Bldg Code FBC 6th.ed 201 Max TC CSI: 0.937 Bearings B & F are a rigid surface.
TPI Std 2014 Max BC CSI 0 899 Bearings B & F require a seat plate.
Rep Factors Used Yes Max Web CSI 0 393
Members not listed have forces less than 375#
FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s): Chords Tens.Comp Chords Tens Comp
WAVE VIEW Ver 17 02 OIA 1115 21
B - C 39O -1053 C - D 416 -886
04/03/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp
B - G 917 -438
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp Webs Tens. Comp.
G - D 1031 -482 D - F 337 - 662
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatin h ndlin99 sht ping installing and bracin Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, by TPI an S CA) ri5f sa>pe I practices prior to performing these functions. Installers shall provide temporary
r BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall hay a propeir
gid cetlin .Locations shown for ermanent lateral restraint f webs shall hay bracing ins ailed p r BCI sections ¢3, 7 or 810; ae.- ADDIgv plates to each face opttruss and position as shown above and on tfle loinf Details, unless noteu otherwise. Refer to
a division of
ri Fi 1, or ror r
acceptance
any sructure
shall not be responsible for his drewinU an failure to build the
on this drBwiXq or cover page
Le design shown. The suitability
www ipinsi org; ZAP A' www sounousiry corn, RR1 www
ALPINENE
M+nwcowMrr
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
JobNumber- N333522
FLORIDA TEEN BUILDERS
Truss Label, L2G
Ply: 1 SEON: 1601 / T75 / HIPM Cust- R R8975 JRef: 1 W9T89750144
Oly. 1 FROM. RDG DrwNo' 093 18.1531.47494
KM / WHK 04/03/2018
7' 10'8" 14' 15'
r 7'
i
3,8„ 3,4„ , 'i
4X10 1112X4 =4X8
19
C D T2 E
3X6(A1) III -#^q —D^ IV 1113X6
15'
7'1"12 3'6"4 3'6"4 i
1 + + +
7'1"12 10'8" 14 2 4
4 .
15'
Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in 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 Uden U# Loc R /U / Rw / Rh / RL /W
B 1283 / 394 / - I - / - /80TCDL17.00 Speed 150 mph Pf: NA Ce NA VERT(LL): 0.060 1 999 360
BCLL 000 Enclosure, Closed Lu: NA Cs: NA VERT(TL): 0.225 1 999 240 F 1614 1472 / - / - / - /8.0
BCDL: 10.00 Risk Category. II Snow Duration: NA HORZ(LL)- 0 016 G - Wind reactions based on MWFRS
Des Ld: 47.00
EXP C TL) HORZ - 0 038 G B Min Br Width Re 1.59q =
Code / Mise CriteriaNCBCLL000
Mean Height: 15.00 ft
Creep Factor: 2.0 F Min Brg Width Req = 1.9
Soffit: 0.00
TCDL: 4.2 psi
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.730 Bearings B 8 G are a rigid surface.
Load Duration: 1.25
BCDL: 5.0 psi
MWFRS Parallel Dist. 0 to h/2 TPI Std. 2014 Max BC CSI: 0.642 Bearings B 8 G require a seat plate.
Spacing: 24.0 " C&C Dist a: 3 00 It Rep Factors Used: No Max Web CSI 0.855
Members not listed have forces less than 375#
Loc. from endwall: NA FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp
VIEW Ver: 17.02.01A.1115 21
B - C 828 -Z782 D - E 557 •1901
C -D 557 -1901
Wind Duration: 1.60 WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1 T2 20 SP #2 N:
Bot Chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Loading
1 hip supports 7-0-0 jacks with no webs
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 1-0-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-0-0 overhang Right side jacks
have 0-0.0 setback with 0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure FE
iy•• V
i
o. 708 1
o :e SIP
COQ' ONAI.
Ifts"so naa*'l
04/03/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp.
B-1 2572 -750 I- H 2619 -757
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens Comp.
C - 1 775 -111 H - E 2245 -657
C - H 238 -855 E - G 483 -1472
D - H 326 -637
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg, hhandling, shipping, in%alling,and bracing. , Refer to and follow the latest edition of BCSI (Building
Component S fety Information, by TPI an0 SBCA) fOr saffety radices prior to performing these functions. Installers shall provide terhporar YvbracingpegBSt., Unless noted olhenvise,tp chord shall have properly attached structural saheathing and bpoftt% gI ort h sl have137 rie-0' attach d rii id ceilingQ Locations shown for fpermanent lateral restraint bf wbobs shall hay brJ cinl.
Dns
1'. r Bc se
as app ica e. _AP ry plates to each face o truss and position as shown a ve and on life oin etails, un ess not otherwise. Refer to ALPINEdrawings160AZIrstandardplatepositions.
Alpine, a division of ITW Build ln CComponent Gr Inc. shall not be res onsiple for any deviation from this drawing an failure to build the .nnwmw.,n
truss in conformance with ANSI14PI 1, or for iandliAsl shippin?, instpllatipn and bracing of trussesA Seat on this dr8wlr g or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar en sneering responsibility solely for the design shown. The suitability Suite 150andstingofthisdrawingforanystructureistheresponsibilitoftheBuildingDesignerperANS117PI1SSisac.2. Suite 1FL, 32837Formoreinformationseethis' b's general notes page and these web sites. ALPINE: www el medw com, TPI www cost orn, SBCA: www.abeindust rccCom, ICC www safe.
Job Number: N333522 Ply. 1 SEON: 1602 / T23 / HIPM Cusl• R R8975 JRef. 1 W9T89750144
FLORIDA TEEN BUILDERS Oty. 1 FROM RDG DrwNo. 093.18.1531 49692
Truss Label: H1G KM / WHK 04/03/2018
7' 10'10'7
7' 3'10.7 'i
C6
T2
III2XD4
12
6 p
M
o
io i7
0
B
F E
7'5"11 3'4"13 -
7'1"12 31"11
1
7'1"12 1910"7
Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf to PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL: 2000 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W
TCDL 17.00 Speed 150 mph Pf NA Ce: NA VERT(LL): 0.020 F 999 360 B 572 /198 / • / - I • /80
BCLL: 000 Enclosure. Closed Lu. NA Cs: NA VERT( L): 0.076 F 999 240 F 995 /224 / • / • I • /113
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL)- 0.012 F - E 611 /207 / • / - / - /5.7
Des Ld: 47.00
EXP C HORZ(TL): 0.030 F Wind reactions based on MWFRS
NCBCLL: 0 00
Mean Height: 15.00 K
Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5
Soffit 000
TCDL 4 2 psf
Bldg Code: FBC 6th ed 201 Max TC CSI: 0.805 F Min Brg Width Req = 1.5
BCDL: 5.0 psi E Min Brg Width Req = 1.5
Load Duration, 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.681
Spacing: 24 0 " C&C Dist a: 3.00 it Rep Factors Used: No Max Web CSI: 0 181
Bearings B, F, & E are a rigid surface.
P 9 Bearings B & F require a seat plate
Loc. from endwall- NA FT/RT:20(0)/10(0)
GCpi 0.18 Plate Type(s): Members not listed have forces less than 375#
Wind Duration 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs)
Lumber Chords Tens Comp
Value Set: 13B (Effective 6/1/2013) B - C 179 -449
Top chord 2x4 SP #1 T2 2x4 SP #2 N:
Bot Chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Loading
1 hip supports 7.0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0.0.0 cant
and 1-0.0 overhang. End jacks have 7-0.0 setback
with 0-0-0 cant and 1-0.0 overhang. Right side jacks
have 0.0-0 setback with 0-0.0 cant and 0-0-0
overhangWind ftp/11111pjp r
t rry i
Wind loads and reactions based on MWFRS .•, /i
Right end vertical not exposed to wind pressure.\};i•(,E
Sk
0.708 1
r
SAT O ••Q
A- • mak, e
1
co ZONAL
q
n'
u•
enw100rl
01/032018
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, handlln shi ping installing and bracing. •Refer to and follow the latest edRion of BCSI (Building
Component S fety Information, by TPI ane SBCA) sa%ry practices pnor to performing these functions. Installers shall provide temporary
bracin er BSI .Unless noted o erwise,top chord shall have propertyy attached structural sheathingg and bo tQm Nord shall have a proper y
aitach ngid CeiIin . ocettons shown for ermanent latgral restraint Of webs shall hav bracing nst@Iled pgr BC I sections 3, B7 or 870,
as app Ica e. Appy DD at8s to ach face o truss and position as shown above and on t e oin etalls, un ess noted otherwise Refer to A LP I N Edrawings160A•Z for standard pate positions.
Alpin a division of ITW B ildl1nac CCom onsnts GrquC In .shall not be re;Dponsible for anydeviation from this drawin any failure to build the
truss in conformance with /N5I 1 1, r for handllrf s iipping, Instpllatlon and bracing f trussesA seal on thi; dr wiilgq or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of p oTessionar en ineering responsibilittyv sole) for the design shovt7n. The suitability Suite 150andfiseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrSerperYANSIfTPI1SEc.2.
For more information see this ib's general notes page and these web sites, ALPINE www al meitw com. TPI www 1 mst.or ; SBCA: www.sbcindu3try com ICC. www.icrsele.org Orlando FL, 32837
Job Number: N333522 Py: 1 SEON: 1603 / T53 / VAL Cust. R R8975 JRef: 1 W9T89750144
FLORIDA TEEN BUILDERS Oly 1 FROKPFH DrwNo. 093.18.1531 50082
Truss Label: V3 KM / WHK 04/03/2018
1 1'10"8 6' 1 10'1"8 12'
r 1110"8 4'1"8 4'1"8 1'10"8
12
6
4XR4 1112X4
r
044X4(D 1)
n
1112X4 1112X4 1112X4
I . 12'
710841 V
d :• SAT O Q
1
N*v Ngti
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
russes require extreme care in fabricating, h ndlln9 shiupin installing.and bracingRefer to and follow the latest edition of BCSI (BuildingomponentSafetyInformation, by -TPI anS CA) fat safety Rractices prior to performing these functions. Installers shall provide temporary
brawn er BCSI. Unless noted o erwise,top chord shall have pro attached structural sheathing and bottom chord shall hav a pro gen
allach r slid cellm . Locations shown for ermanent lateral restraint of w bs shall hav braacm installed p r BCSI sections 133, 7 or 10,
as app icalife Ap y lath6s to each face_ o truss and position as shown above and on t ie Joint9Details, unless noted otherwise Refer to
ALPINEdrawings16OA-Z for sPandard plate positions.
Alpine, a division of ITW BUildr ompon nts Group lnk, shall not be responsible for any deviation from this dr whip any failure to build the ,r,, C
truss in cont rmance with ANSI 1 1, or or hhpanGdli o s ippinp, installation and bracing of_IrussesA seal on th; dr 8wing or over page 2400 Lake Orange DrlistingthisFrawinqindicatesacceptance
if
proTessionaf en ineerinq responsibili sole for the desi n shown. We suitabilityanduseothisaarawingforanystructurestheresponsibilitoftheBuildingDesignerpeANSI/TPI 1 S$c.2. Suite 150
For more inlormalion see this ob's general notes page and these web sites ALPINE: www.al meitw.corn, TPI www t 'nst orp. SBCA www sbcmdust wm, ICC: www iccsafe.org Orlando FL. 32837
6' 6'
6' 12'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defll Criteria Maximum Reactions (lbs), or'=PLF
TCLL: 20.00 Wind Std, ASCE 7-10 Pg: NA Ct, NA CAT. NA PP Deflection in loc Udell L/# Lot R /U / Rw / Rh / RL /W
TCDL: 17.00 Speed: 150 mph Pl: NA Ce NA VERT(LL): 0.001 H 999 360 1• 98 /31 /54 /- /2 1144
BCLL' 000 Enclosure: Closed Lu. NA Cs. NA VERT(TL): 0.003 H 999 240 Wind reactions based on MWFRS
BCDL' 10.00 Risk Category: 11 Snow Duration. NA HORZ(LL): -0 000 F - - I Min Brg Width Req = -
Des Ld 47 00 EXP. CHORZ(TL): 0.001 F Bearing A is a rigid surface.
NCBCLL: 10.00
Mean Height, 22 39 It
TCDL 4 2 psi
Code / Misc Criteria Creep Factor, 2.0
Soffit 0 00 BCDL: 5.0 psi Bldg Code: FBC 6th ed 201 Max TC CSI: 0.337 Members not listed have forces less than 375#
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI• 0.117 Maximum Web Forces Per Ply (Ibs)
Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used Yes Max Web CSI. 0.074 Webs Tens.Comp.
Loc from endwall: not in 9.00 H FT/RT:20(0)/10(0) C - G 248 -400
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver 1702.01A.1115.21
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 20 SP #3
Lumber value set 1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Valley truss connection to truss below shall be
designed and furnished by others .
710841 V
d :• SAT O Q
1
N*v Ngti
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
russes require extreme care in fabricating, h ndlln9 shiupin installing.and bracingRefer to and follow the latest edition of BCSI (BuildingomponentSafetyInformation, by -TPI anS CA) fat safety Rractices prior to performing these functions. Installers shall provide temporary
brawn er BCSI. Unless noted o erwise,top chord shall have pro attached structural sheathing and bottom chord shall hav a pro gen
allach r slid cellm . Locations shown for ermanent lateral restraint of w bs shall hav braacm installed p r BCSI sections 133, 7 or 10,
as app icalife Ap y lath6s to each face_ o truss and position as shown above and on t ie Joint9Details, unless noted otherwise Refer to
ALPINEdrawings16OA-Z for sPandard plate positions.
Alpine, a division of ITW BUildr ompon nts Group lnk, shall not be responsible for any deviation from this dr whip any failure to build the ,r,, C
truss in cont rmance with ANSI 1 1, or or hhpanGdli o s ippinp, installation and bracing of_IrussesA seal on th; dr 8wing or over page 2400 Lake Orange DrlistingthisFrawinqindicatesacceptance
if
proTessionaf en ineerinq responsibili sole for the desi n shown. We suitabilityanduseothisaarawingforanystructurestheresponsibilitoftheBuildingDesignerpeANSI/TPI 1 S$c.2. Suite 150
For more inlormalion see this ob's general notes page and these web sites ALPINE: www.al meitw.corn, TPI www t 'nst orp. SBCA www sbcmdust wm, ICC: www iccsafe.org Orlando FL. 32837
Job Number. N333522 Ply. 1 SEON. 1604 / T44 / VAL Cust. RR8975 JRef• 1W9T89750144
FLORIDA TEEN BUILDERSI Oly 1 FROM PFH DrwNo. 093 18 1531 47602
Truss Label, V2 KM / WHK 04/03/2018
1110„8 6'1"8 1 8'
1110„8 4'3” 1 1.10"8
12
6 F,7- :4X6 =4X6
B CF-:4X4(D1) 4X4(Dl)
Dv
G
F E
1112X4 1112X4
8,
i
8'
8'
Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf In PSF) DeflICSI Criteria
TCLL 2000 Wind Std ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection In loc Udefl U#
TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL). 0.001 F 999 360
BCLL- 000 Enclosure. Closed Lu NA Cs: NA VERT(TL)- 0.003 F 999 240
BCDL: 1000 Risk Category: II Snow Duration: NA HORZ(LL). -0.000 E -
Des Ld 4700
EXP: C HORZ L . 0.001 E
Code / Misc CriteriaNCBCLL: 10.00
Mean Height, 23.39 ft
TCDL: 4.2 psi Creep Factor: 2.0
Soffit 000 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.463
Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0 117
Spacing, 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0 058
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0)
GCpr 0 18 Plate Type(s):
VIEW Ver. 17.02.01A.1115.21WindDuration: 1.60 WAVE
Lumber
Value Set. 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 20 SP #3
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Valley truss connection to truss below shall be
designed and furnished by others . lurtmuyrr.,,-
4 y'ry
i
o. 7.08 1
COA NAL
Q
mow . e
rnpr
04/03/2018
Maximum Reactions (lbs), or •=PLF
Loc R / U / Rw / Rh / RL /W
G' 97 / 26 / 53 / - / 2 / 96.0
Wind reactions based on MWFRS
G Min Brg Width Req = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
IMPORTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shlppin installing,and braclng. ,Refer to and follow the latest e ltion of SCSI (Building
Component Safety Information, by 1 PI and SBCA) rOF satiety aclices prior to periorming these functions. Installers s all provide terhporary
bracing Cer SCSI. Unless noted o ervvise,top chord shall have pro rN attached structural sheathing and bottom hord shall have a proper y
attachad n gid rxilln . Locations shown for ermanent lateral restr int 6i webs shall hav braclnq Installed pfr BCI s ctlons Q3, B7 or 810, as appllca e. Appy fat s to each face o truss and poslUon as shown above and on tfle Joln`Details, un ess note otherwise. Refer to
drawings 160A -Z for s anr ard plate positions.
Alpine, a division of ITW Btritddl1'nc omponsnts Grip Inc.,shall not be respponsi le for any eviction from this dr wlnp,ap failure to build the
truss to conformance with AN51lT 11, or for handlui°g shlDpinq, Installat10n an braung q ,trussesA eat on thl; drBwrXg or over pa e ,
listing this drawing indicates acceptance of proTessionar en sneering responslblllri sole for the design shown.he suitablllty
and ise of this ddrawmg for any structure rs the responsibilit of the uflding Desig er pe ANSIffPI 1 5Ec.2.
For more mformabon see this fob's general notes page and these web sites: ALPINE. www.elpineitw.com: TPI. www.tpmst.org; SBCA: www.sbondtrstry com; ICC: www irmef
ALPINENE
N"Z' w.,n
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number:
N333522I
Ply' 1 I
SEON• 1605 / T56 / VAL
I
Cust. R R8975 JRef. 1 W9T89750144
FLORIDA TEEN BUILDERS Qty: 1 FROM• PFH DnvNo: 093.18.1531.49770
Truss Label. V1 KM / WHK 04/03/2018
1110"8 + 4'
1110"8 2'1"8
12
12
6 Q 5.62
4X4-4X4(D1)
T
A
4X4(D1) B
Cv
1
D
4'
4-
4-
Loading
4'
Loading Criteria (psn Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
TCLL: 20.00 Wind Std ASCE 7-10 Pg. NA Ct: NA CAT NA PP Deflection in loc Udell L/#
TCDL 1700 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.005 999 360
BCLL: 000 Enclosure Closed Lu: NA Cs: NA VERT( L): 0.017 999 240
BCDL: 1000 Risk Category. II Snow Duration: NA HORZ(LL)'. -0.002
Des Ld: 47.00
EXP: C HORZ(TL): 0.004
NCBCLL: 10.00
Mean Height: 24.39 it
Code / Misc Criteria Creep Factor 2 0TCDL. 4.2 psl
Soffit 0 00 BCDL' 5.0 psi Bldg Code FBC 6th ed 201 Max TC CSI 0.097
Load Duration 1 25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI: 0.141
Spacing: 24.0 " C&C Dist a 3 00 H Rep Factors Used Yes Max Web CSI. 0.000
Loc. from endwall not in 9.00 it FT/RT:20(0)/10(0)
GCpi. 0.18 Plate Type(s)
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21
Lumber
Value Set. 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 20 SP #2 N
Lumber value set "l 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Valley truss connection to truss below shall be
designed and furnished by others.
ptuumurUrarp"
o. 7.08 1
SAT 0 •: Q
1
mar
04/03/2018
Maximum Reactions (lbs), or'=PLF
Loc R / U / Rw / Rh / RL 1W
D' 97 /11 /50 /- /5 /48.0
Wind reactions based on MWFRS
D Min Brg Width Req = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qquire extreme care in fabricatin h ndlin shi pin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSferyInformation, by TPI an'S CA) Ai safety ractices prior to performing these functions. Installers shall provide temporary
BSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom tlord $hall have a prope
s id ceiling. Locations shown for ermanent lateral restraint 6f webs shall hav, braapnp installed p r BGSI ctions ¢3, 87 or B1 , e. Ap Ty Dlates to each face of truss and position as shown above and on 1I a JoinfDetails, unless note otherwise. Defer to
60 I r standard plate positions
a division of
I rl 1, or for r
acceptance
any structure
more informalion
for any deviation from this drawing ap failure to build the
acing of trussesA Seal on this drawi Zp or cover page , ionsibility soley seal design shown. The sui 9 bllity
ALPINE
w+r
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Py. 1 SEON: 1606 / T41 /MONO Cust RR8975 JRef: 1W9T89750144
FLORIDA TEEN BUILDERS Oly. 1 jFROM.RDG DrwNo, 093.18.1531 49178
Truss Label: MGI I KM / WHK 04/03/2018
4;
T
tro
1
AYR B
Loading Criteria (pas) Wind Criteria
TCLL 20.00 Wind Std: ASCE 7-10
TCDL: 17.00 Speed 150 mph
BCLL 0.00 Enclosure: Closed
BCDL. 10.00 Risk Category. II
HORZ(TL). 0.021 DEXPC
Des Ld 47.00 Mean Height: 22.44 ft
NCBCLL. 10.00 TCDL: 4.2 psi
Soffit. 0.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing. 24.0 " C&C Dist a. 3.00 It
Loc. from endwall: not in 144 00
VIEW Ver 17.02.01A.1115.21
GCpi: 0.18
Wind Duration: 160
Lumber
Value Set 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=1 25 / Plate Dur.Fac.=1 25)
TC: From 78 pit at 0.00 to 78 plf at 7.00
BC From 10 pit at 0.00 to 10 plf at 7.00
BC 7651b Conc. Load at 1.40, 3.40, 5.40
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure
7'
4'10"2'2"
4'10" 7'
Snow Criteria (Pg,Pf in PSF)
Pg NA CL NA CAT: W
Fit: NA Ce: NA
Lu: NA Cs: NA
Snow Duration, NA
Code / Misc Criteria
Bldg Code, FBC 6th.ed
TPI Std, 2014
Rep Factors Used: Yes
FT/RT.20(0)/10(0)
Plate Type(s):
WAVE
DefllCS1 Criteria Maximum Reactions (lbs)
PP Deflection in loC Udell U# Loc R /U / Rw / Rh / RL /W
VERT(LL) 0 012 D 999 360 A 1521 / 499 / • / - / - /40
VERT(TL) 0 044 D 999 240 C 1389 / 460-
HORZ(LL). -0.009 D Wind reactions based on MWFRS
HORZ(TL). 0.021 D A Min Brg Width Req = 1.8
Creep Factor: 2.0 C Min Brg Width Req = -
Max TC CSI. 0 773 Bearing A is a rigid surface.
Max BC CSI: 0.586
Max Web CSI: 0 783 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Py (Ibs)
Chords Tens Comp
VIEW Ver 17.02.01A.1115.21 A- B 433 -1319
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - D 1070 -312
04/03/2018
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens Comp.
D - B 2057 -589 B - C 503 -1470
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, hhandlingg shiupin installing.and brawn Refer to and follow the latest edition of SCSI (Building
tate Information, byYTPI ana SBCA) f,i saley racllces pnor to performing these functions. Installers shall provide terhporarY
BCSI Unless noted olherwise,top chord shall have properiYy attached structural sheathing and bo t2m Nord shall hav a pro2erl
f id teilin . Locations shown for ermanent lat6ral restraint Of w tis shall have bracing installed cer BCI sections Q3, 7 or B10Y
e Appy Dlate, to each face ofDtruss and position as shown ave and on the Joint Details, unless noted otherwise. Defer to
60A -Z for standard plate positions
of
more information see
shall
and these web sites: TPI, www
failure to buildthe
or FThe satability
ALPINENE
m mO)MMNr
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522
FLORIDA TEEN BUILDERS
Truss Label: MV2
Loading Criteria (psf) Wind Criteria
TCLL 20.00 Wind Std: ASCE 7-10
TCDL 17.00 Speed 150 mph
BCLL: 0.00 Enclosure. Closed
BCDL, 10.00 Risk Category: II
EXP C
Des Ld 47.00 Mean Height: 22.56 it
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit. 0.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing 24 0 " C&C Dist a 3 00 it
Plate Type(s):
Loc from endwall. not in 9.00 ft
WAVE
GCpi: 0.18
Wind Duration. 1.60
Lumber
Value Set 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Lumber value set "I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Valley truss connection to truss below shall be
designed and furnished by others.
IMPORTANT" FURNISH THIS
any
ply: 1 SEON. 1607 / T12 / VAL Cust: RR8975 JRel: 1W9T89750144
Oly. 2 FROM: PFH DrwNo 093 18 1531 51486IKM / WHK 04/03/2018
3'6"12 4'-
143'6"12 5
Pf: NA Ce NA
1112X48 C12
6
I
A 4X4(D1)
Li 1
DF
HORZ( L): 0.009 E
E
Creep Factor 2 0
1113X6
4'
TPI Std: 2014
3'612 5"4
3'6"12 4'
Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria
Pg. NA Ct: NA CAT: NA PP Deflection in loc Udell U#
Pf: NA Ce NA VERT(LL): NA
Lu: NA Cs' NA VERT(TL): NA
Snow Duration. NA HORZ(LL): 0.004 E
HORZ( L): 0.009 E
Code / Misc Criteria Creep Factor 2 0
Bldg Code: FBC 6th ed 201 Max TC CSI 0.198
TPI Std: 2014 Max BC CSI: 0.164
Rep Factors Used: Yes Max Web CSI: 0.083
FT/RT 20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver: 17.02 01A 1115 21
ALL
0. 7.08 1
COA ,Tr"QNAAwE
04/03/2018
to
THE INSTALLERS
Maximum Reactions (lbs), or'=PLF
Loc R /U /Rw /Rh /RL /W
F' 97 /33 /67 /- /21 /480
Wind reactions based on MWFRS
F Min Brg Width Req = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
failure to buildthe
The sua9 bility
141111611.1.,
ALPINE
M"p)MM1rf
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522
FLORIDA TEEN BUILDERS
Truss Label: MVI
Py: 1
Oty. 2
SEON: 1608 /
FROM. PFH
T11 / VAL Cust RR8975 JRef: 1W9T89750144
DrwNo: 093 18 1531 50021
KM / WHK 04/03/2018
12
6
B
A 4X4(D1) T
V117 CD
2'
2'
2'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF
TCLL: 20.00 Wind Std ASCE 7-10 Pg: NA Ct: NA CAT'NA PP Deflection in loc Udefl L/# Loc R /U / Rw / Rh / RL /W
TCDL: 17.00 Speed: 150 mph Pf. NA Ce NA VERT(LL): 0.007 B 999 360 D' 97 /16 /60 /- /12 /24.0
BCLL: 0.00 Enclosure Closed Lu NA Cs. NA VERT(TL)* 0.027 B 999 240 Wind reactions based on MWFRS
BCDL' 10.00 Risk Category- II Snow Duration: NA HORZ(LL), 0.003 B - - D Min Brg Width Req = -
Des Ld 47.00
EXP C HORZ(TL)- 0.007 B Bearing A is a rigid surface.
Mean Height: 23 06 It
NCBCLL. 10.00 Code / Misc Criteria Creep Factor: 2.0TCDL: 4.2 psi
Soffit: 0.00 Bldg Code: FBC 6th ed 201 Max TC CSI. 0.057 Members not listed have forces less than 375#
gCDL: 5.0 psi
Load Duration: 1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.132
Spacing: 24.0 " C&C Dist a: 3 00 ft Rep Factors Used: Yes Max Web CSI: 0.000
Loc from endwall not in 9 00 K FT/RT,20(0)/10(0)
GCpi: 0.18 Plate Type(s):
Wind Duration. 1.60 WAVE VIEW Ver 17.02 01 A. 1115.21
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Valley truss Connection to truss below shall be
designed and furnished by others
3 ' E Is
P Si • ••
o. T08 1
S T O
e I'" f• aV i
COA zjr 0NAL
4m nnnl jl"1
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fatLricating, handling shipg inr:talling,and bracing. Refer to and follow the la est egitin of BCSI (BuildingSafetyInformation, by TPI an SBCA l sa1le Pg actices pnor to performing these functions. Installers s all provide temporary
pBCSI., Unless noted olhervvise,lop chord shall e ave property aH ched structural ahe Qa nand Poftt2rrlIorcoons ¢3 7 o B1r0yWe'. ceibn locations shown for ermanent tat rat restraint f w bs shall hav br Gni ns lied r BC see. App y p ates to each face o truss and position as shown a ove and on the oln etatls, un ess not otherwise. Refer to
a division of
n w 1, ortor r
acceptance
any structure
shall not
www alpineaw com. TPI: www
failure to buildthe
ThesuaTability
A IPLNE
u,nwoow.,n
2400 Lake Orange Dr.
Suite 150
Orlando FL. 32837
Job Number N333522
FLORIDA TEEN BUILDERS
Truss Label, E.17
ply 1 I
SEON 1609 / T22 / EJAC
I
Cusl R R8975 JRef 1 W9T89750144
Oly 7 FROM. RDG DrwNo. 093.18.1531 50238
KM / WHK 04/03/2018
C
12
6
Wind Criteria
M
Wind Sid ASCE 7-10
TCDL: 17.00
O_ U.)
Enclosure Closed
lh
Risk Category. 11
EXP C
CM
Mean Height 15.00 R
NCBCLL 10 00 TCDL 4 2 psi
O
B
A
D
MWFRS Parallel Dist: h/2 to h
Loading Criteria (psr) Wind Criteria
TCLL: 20.00 Wind Sid ASCE 7-10
TCDL: 17.00 Speed: 150 mph
BCLL 0.00 Enclosure Closed
BCDL. 10.00 Risk Category. 11
EXP C
Des Ld 47.00 Mean Height 15.00 R
NCBCLL 10 00 TCDL 4 2 psi
Soffit. 0.00 BCDL. 5.0 psf
Load Duration. 1.25 MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 " C&C Dist a: 3.00 ft
Loc from endwall not in 4 50 ft
GCpi 018
WAVEWindDuration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Provide (3) 0.131"0.0", min toe -nails at top chord
Provide (2) 0 131"x3 0", min. toe -nails at bottom chord
a
7'
7'
Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria
Pg NA Ct NA CAT NA PP Deflection in loc Udell U#
Pf NA Ce NA VERT(LL) NA
Lu: NA Cs: NA VERT(fL). NA
Snow Duration: NA HORZ(LL). 0.017 D
HORZ(TL): 0.040 D
Code / Misc Criteria Creep Factor 2 0
Bldg Code. FBC 6th ed 201 Max TC CSI 0 956
TPI Std: 2014 Max BC CSI: 0.602
Rep Factors Used Yes Max Web CSI 0 000
FT/RT 20(0)/10(0)
Plate Type(s),
VIEW Ver: 17.02 01A.1115.21WAVE
F • C'
0.7.08 t
y,ot•
SAT
1
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWII
IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDI
quire extreme care in fabricatinq, handling, shipping, installinq and bracing. Refer to
any
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 436 /94 /349 / - /152 /8.0
D 136 /13 /106 /- /- /1.5
C 237 / 113 /153 / - / - /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
Bearing B requires a seat plate
Members not listed have forces less than 375#
THEINSTALLERS
id follow the latest edition of BCSI (Building
nctions. Installers shall provide temporary
iin and bottomr hord shall have a propperl
installed p r BG I sections 133, 137 or B10yOwls. unless noted otherowse Refer to
failure to build the
I
Tor
Ihe suTability
A IPLNE
mmOJMMH/
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 ply 1 SEAN- 1610 / T29 / EJAC Cust: RR8975 JRel. 1W9T89750144
FLORIDA TEEN BUILDERS Qly 4 FROM RDG DrwNo. 093 18.1531 48351
Truss Label. EJ74 KM / WHK 04/03/2018
12
4 1 T
i
N
B
N
5 A
D
Loading Criteria (ps0
TCLL. 20.00
TCDL: 17.00
BCLL: 000
BCDL' 1000
Des Ld: 47 00
NCBCLL: 10 00
Soffit' 000
Load Duration: 1.25
Spacing 24.0 "
Wind Criteria
Wind Std, ASCE 7-10
Speed 150 mph
Enclosure: Closed
Risk CategoryII
EXP. C
Mean Height. 15.00 R
TCDL 4 2 psf
BCDL. 5.0 psf
MWFRS Parallel Dist 0 to h/2
CK Dist a, 3 00 It
Loc from endwall Any
GCpi 0 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 20 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Provide (3) 0.131"x3 0", min toe -nails at top chord.
Provide (2) 0 131"x3.0", min toe -nails at bottom chord
Snow Criteria (Pg,P1 in PSF)
Pg NA CC NA CAT W
Pf NA Ce NA
Lu: NA Cs NA
Snow Duration- NA
Code I Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std 2014
Rep Factors Used. Yes
FT/RT.20(0)/10(0)
Plate Type(s)-
WAVE
7'
7'
Def1ICS1 Criteria
PP Deflection in loc Udell U#
VERT(LL) NA
VERT(TL)- NA
HORZ(LL): 0.017 D
HORZ(TL): 0.041 D
Creep Factor: 2.0
Max TC CSI. 0.898
Max BC CSI: 0590
Max Web CSI 0.000
VIEW Ver, 17.02.01A 1115.21
o. 708 1
o SAT 0
coA 1t'9,7,0 •'''
04/03/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 426 /115 /329 /- /101 /80
D 134 /12 /103 /- /- /15
C 228 / 97 /132 / - / - /15
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
Bearing B requires a seat plate.
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 fabncatin g h ndlin shi pin ins talling,and braung. ,Refer to and follow the latest edition of SCSI (Budding
t S fety Information, by TPI and SCA) f i salary raclices prior to pertorming these functions Installers shall provide tempora
r B SI Unless noted o){Ilerwise,topchord shall have propGerlyy attached structural shgathingg and boltQrl hord shall have a properly
gid ceilin .Locations shown for ermanent Iatgral restraint Of webs shall hav braaGncGl insT811ed p r BC I sections 133, 137 or B10,
fie Apply plates to each face. o truss and position as shown above and on tI a JOinfDetaiIs, un(ess not otherwise kefer to
60 -Z for standard plate positions
a division of
rTPI 1, or torr
raccetante
any structure
failure to buildthe
n. Thesung bility
ALPINENE
A"riwo o ruri
2400 Lake Orange Dr.
Suite 150
Orlando FL. 32837
Job Number: N333522
I Py. 1 I $
EON. 1647 / T40 / EJAC
I
Cusl. R R8975 JRet. 1 W9T89750144
FLORIDA TEEN BUILDERS Oty. 10 FROM RDG DrwNo: 093 18 1531 48397
Truss Label: EJ7A KM / WHK 04/03/2018
T
8'8
C
Loading Criteria lost) Wind Criteria
TCLL: 20.00 Wind Std ASCE 7-10
TCDL: 17.00 Speed: 150 mph
BCLL: 0.00 Enclosure- Closed
BCDL, 10.00 Risk Category: II
EXP: C
Des Ld 47.00 Mean Height 22 19 fl
NCBCLL: 10.00 TCDL: 4 2 psf
Soffit 0.00 BCDL 5.0 psi
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing 24 0 " C&C Dist a. 3.00 it
Plate Type(s)
Loc. from endwall: not in 4.50 it
WAVE
GCpi. 018
Wind Duration: 1.60
Lumber
Value Set, 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #2 N
Lumber value set "I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Provide (3) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131'x3.0", min. toe -nails at bottom chord
IMPORTANT" FURNISH THIS
a division of
more information see
7' _
I
7,
Snow Criteria (Pg.Pf in PSF) Deft/CSI Criteria
Pg: NA Ct, NA CAT NA PP Deflection in loc Udell L/#
Pf: NA Ce. NA VERT(LL): NA
Lu NA Cs NA VERT(Q:NA
Snow Duration. NA HORZ(LL)- -0 014 C
HORZ(fL) 0.028 D
Code I Misc Criteria Creep Factor: 2 0
Bldg Code FBC 6th.ed 201 Max TC CSI: 0.750
TPI Std: 2014 Max BC CSI 0.596
Rep Factors Used: Yes Max Web CSI. 0.000
FT/RT.20(0)/10(0)
Plate Type(s)
WAVE VIEW Ver: 17.02.01A.1115.21
0.708 1 '
0.
42
0* ....,.....••
Sll"pNAL
COA H08gypritMenw,,
04/03/2018
ALL CONTRACTORS INCLUDING THE INSTALLERS
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 432 / 138 / 344 / - /200 140
D 136 /14 /104 I- /- /15
C 250 / 170 / 150 / - / - /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Big Width Req = -
C Min Big Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 3750
1, installingprior to performing these functl ns Installers shalllprovide temporary
e properly attached structural sheathing and bott2m hord shall hav a propel)
estraint 61 webs shall hav% braacingg ins)@lied oer BC I sections Q3. 7 or 810y
as shown above and on tfte JOin(DelailS. unless noted otherwise. Refer to
failure to build the
I orover pa
n, he sui ility
ALPINENE
M"WCowNn'
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Ply* 1 SEON. 1612 / T68 / EJAC Cust RR8975 JRef. 1W9T89750144
FLORIDA TEEN BUILDERS Oly 5 FROM. RDG DrwNo. 093.18.1531.47664
Truss Label: EJ7S I KM / WHK 04/03/2018
Loading Criteria (psf)
TCLL- 2000
TCDL 1700
BCLL 0.00
BCDL. 10.00
Des Ld. 47.00
NCBCLL: 10.00
Soffit 0.00
Load Duration: 1.25
Spacing 24 0 "
T
8B
i
B
4X4(B1) C
Wind Criteria
Wind Sid ASCE 7-10
Speed: 150 mph
Enclosure Closed
Risk Category: II
EXP C
Mean Height: 22.44 ft
TCDL 4 2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
Loc from endwall not in 4 50 ft
GCPr 0 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #2 N
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (3) 0.131"x3 0", min. toe -nails at top chord
Provide (2) 0 131"x3.0", min toe -nails at bottom chord
IMPORTANT"
Snow Criteria ft,Pf in PSF)
Pg NA Ct NA CAT: W
PL NA Ce: NA
Lu: NA Cs: NA
Snow Duration. NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Sid: 2014
Rep Factors Used Yes
FT/RT 20(0)/10(0)
Plate Type(s):
WAVE
7'
7'
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL) NA
VERT(TL) NA
HORZ(LL): -0.015 B
HORZ(TL): 0.030 C
Creep Factor 2.0
Max TC CSI. 0.777
Max BC CSI: 0.606
Max Web CSI 0 000
VIEW Ver 17.02.01A.1115 21
0.
3:••v,GE SSC' . '
o. 708 1
i ,a :• SAT O ;
1
q S ONAL
COA #O L77Sr%11111 r tally j1
04/03/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 347 / 93 /255 / - /176 / -
C 137 /16 /107 /- /- /1.5
B 254 / 174 /154 / - / - /1.5
Wind reactions based on MWFRS
A Min Brg Width Req = -
C Min Brg Width Req = -
B Min Brg Width Req = -
Members not listed have forces less than 375#
JRNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
fagfncating, handling, shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Buildingby. PI an SBCA) fbi saffety practices pnor to performing these functions Installers shall provide temporary
olherwise,top chord shall have proDerlx attached structural sheathingg and bottom chord shall have a properlyrshownforermanentlateralrestraintyfwebsshallhavbraunumsiolledprBCSIsectionsB3, B7 or 610, ach face o truss and positron as shown above and on tfle aoml9Deta ls, unless noted otherwise Refer to
late positions
omponsnts Gr Inc. shall not be responsible for any deviation from this drpwin aft failure to build the11, or for handle c shipping, installati pn and bracing of irussesA seal on this dr, wi or cover page
acceptance of proTessionar en ineering responsibilittyy sole )YY for the design shown. The suitability
any structure is the responsibility of the Building DesigrSle , PANSI/TPI 1 Sec.2.
4NE
M"Woown,rn
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522
I Ply. 1( SEON. 1613 / T54 / EJAC f Cust. R R8975 JRef. 1 W9T89750144
FLORIDA TEEN BUILDERS Qty: 5 FROM. RDG I DrwNo: 093.18.1531.49177
Truss Label, EJ2 SN / DF 04/03/2018
T
i
12 C
4X4(61)
n
0
in
r
u
r
0.708 1
a:• S T O
COA #O
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
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 (BuildingComponentSafetyInformation, byY TPI ane SBCA) handling, safety practices prior to performing these functions. Installers shall provide temporary
bract n Der BGSI . Unless noted otherwise,top chord shall have prope attached structural sheathing and bott2m hord Shall hav a progerlrly
attach d n tld ceilln . Vocations shown for ermanent lateral restrS t bf wtbs shall have braun9 installed per BC I sections B3, 7 or 810,
as app ica a Appyp ates to each face, o truss and position as s own a ove and on the JoinrDetails, un ess noted otherwise Refer to
drawings 160A -Z for sPandard plate positions. ALPINE
Alppine, a division of ITW Buitddl1n omponsnls Gr4uu In .,shall not be responsi le for any deviation from this drawing anY (allure to build the M„Iwcp,n
rtiss In cgnformance with AN51lT 11, or for handllri shippin ,Ins Ilatlon an bractn of trussesA eat on chi dr8win or cover pa e , , 2400 Lake Orange Dr. istinq this drawin indicattes acceptance of rogessiona en tian Bring responsgbili(v solely or the desisgn sho gn. The sui bility Suite 150andirseofthis 2wing (or any structure is the responsibilit o the Bufldtng DesigrSer peIANSIITPI 1 Sec.2.
w
For more information see this lob's oeneral notes oaoe and these web soles ALPINE, www aiomeitw com. TPI www toinst oro. SBCA www sbcindustry com. ICC: www.rccsafe.oro Orlando FL. 32837
110"8
110"8
Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL, 20.00 Wind Std: ASCE 7-10 Pg, NA Cl: NA CAT: NA PP Deflection In loc Udefl U# Loc R 1U / Rw / Rh / RL W
TCDL 1700 Speed: 150 mph Pf: NA Ce: NA VERT(LL)- NA B 200 / 71 /178 / - /68 4.0
BCLL- 000 Enclosure Closed Lu NA Cs- NA VERT(TL): NA D 33 /3 /27 / • / - 1.5
BCDL 1000 Risk Category: II Snow Duration, NA HORZ(LL)- -0.000 C C 47 /36 /20 / - / - 1.5
EXP: C
Des 47 00 HORZ L - 0 000 C Wind reactions based on MWFRS
Mean Height: 20.91 R
NCBCLL: 10.00 Code I Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1 5
TCDL: 4.2 psi
Soffit 0 00 BCDL 5 0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI. O.t83 D Min Brg Width Req = -
Load Duration, 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0 031 C Min Brg Width Req =
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 Plate Type(s):
Wind Duration 1 60 WAVE VIEW Ver: 17 02 01A 1115 21
Lumber
Value Set, 138 (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0 131"x3.0", min. toe -nails at bottom chord.
r
0.708 1
a:• S T O
COA #O
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
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 (BuildingComponentSafetyInformation, byY TPI ane SBCA) handling, safety practices prior to performing these functions. Installers shall provide temporary
bract n Der BGSI . Unless noted otherwise,top chord shall have prope attached structural sheathing and bott2m hord Shall hav a progerlrly
attach d n tld ceilln . Vocations shown for ermanent lateral restrS t bf wtbs shall have braun9 installed per BC I sections B3, 7 or 810,
as app ica a Appyp ates to each face, o truss and position as s own a ove and on the JoinrDetails, un ess noted otherwise Refer to
drawings 160A -Z for sPandard plate positions. ALPINE
Alppine, a division of ITW Buitddl1n omponsnls Gr4uu In .,shall not be responsi le for any deviation from this drawing anY (allure to build the M„Iwcp,n
rtiss In cgnformance with AN51lT 11, or for handllri shippin ,Ins Ilatlon an bractn of trussesA eat on chi dr8win or cover pa e , , 2400 Lake Orange Dr. istinq this drawin indicattes acceptance of rogessiona en tian Bring responsgbili(v solely or the desisgn sho gn. The sui bility Suite 150andirseofthis 2wing (or any structure is the responsibilit o the Bufldtng DesigrSer peIANSIITPI 1 Sec.2.
w
For more information see this lob's oeneral notes oaoe and these web soles ALPINE, www aiomeitw com. TPI www toinst oro. SBCA www sbcindustry com. ICC: www.rccsafe.oro Orlando FL. 32837
Job Number. N333522
I
Ply1
I
SEON* 1614 / T28 /JACK
I
Cust R R8975 JRet. 1 W9T89750144
FLORIDA TEEN BUILDERS Oly. 9 FROM HMT DrwNo 093.18.1531.49614
Truss Label: CJ5A KM / WHK 04/03/2018
C.
at SAT O ; Q
S •..... Z•y, S/p L
COA #0 L77Sr irynN
04/03/2018
l
Maximum Reactions (lbs)
Loc R /U /Rw /Rh /RL /W
B 334 / 107 / 272 / • /145 14.0
D 96 /10 /73 /- /- /15
C 171 /116 /102 /- /- /1.5
Wind reactions based on MWFRS
B Min Big Width Req = 1 5
D Min Brg Width Req = -
C Min Big 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
quire extreme care in fa¢In tin, handlin g9 shipping installing and bracing. Refer to and follow the latfest eition of BCSI (Building
Safety Information, byY PI an SBCA) ror sa ery practices prior to performing these functions. Instal ers s all provide temporary
r BCS? Unless noted olherwise,top chord shall have proper)vy attached structural sheathm9 and bottom hord shall have a proper
aid ceiling. Locations shown for ermanent lateral restraint bf webs shall have bracin installed p r BC Ise ctions B3, B7 or B10.
sle. Apply elates to each face, oltruss and position as shown above and on the Joinl9Details, unless noted otherwise f?efer to
60A -Z for standard plate positions.
of ITW B ltdl1n 0- ponenth Grou In shall not be resuonsible for any deviation from this drawlna an failure to build the
nce with N5111, or for handhr q sliippmq, Installation and bracing of,trusslsA eat on thrg dr3wiXq or cover page
n indica esceptance of proTesslonaf en ineerinq responslbillty so eor the desr n shown. The suitabilitycawingorystructureisaresponsibilitoftheBuildingDeslgerpeANSIffPI1Sc.2.
see this lob's general notes page and these web soles ALPINE: www alponeetw com, TPI www tpinst org, SBCA www sbandustrycoin; ICC: www icmaf
ALPINE
iv+nwccru*rn
2400 Lake Orange Dr
Suite 150
Orlando FL, 32837
1'
411 "4 i
411 "4
Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
TCLL. 20.00 Wind Sid: ASCE 7-10 Pg NA Ct' NA CAT. NA PP Deflection in loc Udefl U#
TCDL 17.00 Speed 150 mph Pf' NA Ce NA VERT(LL): NA
BCLL. 000 Enclosure: Closed Lu: NA Cs NA VERT(TL)' NA
BCDL: 1000 Risk Category: II Snow Duration. NA HORZ(LL): -0 006 C
Des Ld: 47.00
EXP: C
Mean Height. 21 67 ft
HORZ(TL): 0.010 D
NCBCLL 1000 TCDL: 4.2 psf
Code I Misc Criteria Creep Factor: 2.0
Soffit: 000 BCDL: 5.0 psf Bldg Code FBC 6th ed 201 Max TC CSI: 0.475
Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI, 0 298
Spacing: 24.0 " C&C Dist a: 3 00 ft Rep Factors Used Yes Max Web CSI 0 000
Loc. from endwall. not in 4 50 ft FT/RT 20(0)/10(0)
GCpi 0 18 Plate Type(s)-
VIEW Ver 17 02.01 A. 1115.21WindDuration: 1.60 WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0 131"x3.0", min. toe -nails at top chord.
Provide (2) 0 131"x3 0", min. toenails at bottom chord
wttuorouurrr
0.7.08 1 _
at SAT O ; Q
S •..... Z•y, S/p L
COA #0 L77Sr irynN
04/03/2018
l
Maximum Reactions (lbs)
Loc R /U /Rw /Rh /RL /W
B 334 / 107 / 272 / • /145 14.0
D 96 /10 /73 /- /- /15
C 171 /116 /102 /- /- /1.5
Wind reactions based on MWFRS
B Min Big Width Req = 1 5
D Min Brg Width Req = -
C Min Big 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
quire extreme care in fa¢In tin, handlin g9 shipping installing and bracing. Refer to and follow the latfest eition of BCSI (Building
Safety Information, byY PI an SBCA) ror sa ery practices prior to performing these functions. Instal ers s all provide temporary
r BCS? Unless noted olherwise,top chord shall have proper)vy attached structural sheathm9 and bottom hord shall have a proper
aid ceiling. Locations shown for ermanent lateral restraint bf webs shall have bracin installed p r BC Ise ctions B3, B7 or B10.
sle. Apply elates to each face, oltruss and position as shown above and on the Joinl9Details, unless noted otherwise f?efer to
60A -Z for standard plate positions.
of ITW B ltdl1n 0- ponenth Grou In shall not be resuonsible for any deviation from this drawlna an failure to build the
nce with N5111, or for handhr q sliippmq, Installation and bracing of,trusslsA eat on thrg dr3wiXq or cover page
n indica esceptance of proTesslonaf en ineerinq responslbillty so eor the desr n shown. The suitabilitycawingorystructureisaresponsibilitoftheBuildingDeslgerpeANSIffPI1Sc.2.
see this lob's general notes page and these web soles ALPINE: www alponeetw com, TPI www tpinst org, SBCA www sbandustrycoin; ICC: www icmaf
ALPINE
iv+nwccru*rn
2400 Lake Orange Dr
Suite 150
Orlando FL, 32837
Job Number: N333522
FLORIDA TEEN BUILDERS
Truss Label: CJ5S
T6"6
1
Ply.1
FROWRDG
SEON: 1615 / T45 / JACK
I
Cusl• R R8975 JRef: 1 W9T89750144
Oty: DrwNo' 093.18 1531 50769
KM / WHK 04/03/2018
B
4X4(B1) C
i
1
4'11 "4
4'11 "4
Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (lbs)
TCLL. 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W
A 246 / 62 1180 / • /121 / - TCDL 1700 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA
BCLL: 000 Enclosure: Closed Lu NA Cs NA VERT(TL): NA C 97 /11 /76 / - / - /1.5
BCDL: 10.00 Risk Category: II Snow Duration NA HORZ(LL): -0 007 B B 177 /120 1108 / - / - /1.5
Des Ld: 47
EXP. C HORZ.00 (TL) 0.012 C - - Wind reactions based on MWFRS
Code / Misc CriteriaNCBCLL: 10 00
Mean Height 21.92 ft
Creep Factor: 2.0 A Min Brg Width Req = -
Soffit: 0 00
TCDL: 4.2 psi
BCDL 5 0 psi Bldg Code FBC 6th.ed 201 Max TC CSI: 0.509 C Min Br Width Reg q =
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.308 B Mm Brg Width Req =
Spacing: 24 0 " C&C Dist a: 3 00 it Rep Factors Used: Yes Max Web CSI: 0.000
Members not listed have forces less than 375#
Loc. from endwall. not in 4.50 it FT/RT:20(0)/10(0)
GCpi: 0.18 Plate Type(s)-
VIEW Ver 17 02 01A.1115 21WindDuration. 1.60 WAVE
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"A3.0 min. toe -nails at top chord.
Provide (2) 0.131'•x3.0•', min. toenails at bottom chord.
WARNING" READ
IMPORTANT" FURNISH THIS C
any
I
0 1
FSS •...., ..••Nv:0
ONACoA190 1 xr w"
04/03/2018
ALL CONTRACTORS INCLUDING THE INSTALLERS
1, installmo and bracmp Refer to and follow the latest edition of
failure to buildthe
n r The su,i bility
1141161111.1
ALPINE
MnWC w.Nr
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Ply 1 SEON 1616 / T19 /JACK Cust RR8975 JRef 1W9T89750144
FLORIDA TEEN BUILDERS City: 1 FROM• RDG DrwNo 093 18 1531 50129
Truss Label: CJ3S I I KM / WHK 04/03/2018
T
6"6
I
Loading Criteria (psr) Wind Criteria
TCLL 20.00 Wind Std. ASCE 7-10
TCDL 1700 Speed 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category II
EXP C
Des Ld. 47 00 Mean Height 21 42 it
NCBCLL: 10 00 TCDL 4 2 psi
Soffit: 0.00 BCDL 5 0 psi
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
Value Set 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"x3 0", min toe -nails at top chord
Provide (2) 0 131"x3.0", min. toe -nails at bottom chord
12 B
4X4(61)
2'11"4
2'11 "4
Snow Criteria (Pg,Pr in PSF)
Pg. NA Ct NA CAT: W
Pf: NA Ce: NA
Lu NA Cs: NA
Snow Duration, NA
Code / Misc Criteria
Bldg Code FBC 6th.ed
TPI Sid 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s),
WAVE
C
DeflICSI Criteria
PP Deflection in loc Udell U#
VERT(LL) NA
VERT(TL): NA
HORZ(LL)- -0.002 B
HORZ(TL): 0.003 C
Creep Factor 2 0
Max TC CSI: 0.283
Max BC CSI• 0 111
Max Web CSI: 0 000
VIEW Ver: 17 02 01A 1115.21
t3 : "
n r v • -
coA ao a, ONAp,i,"
v"
04/03/2018
l
1
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 148 /34 /108 /- /70 /-
C 57 /6 /44 /- /- /1.5
B 106 /72 /64 /- /- /1.5
Wind reactions based on MWFRS
A Min Big Width Req = -
C Min Brg Width Req = -
B Min Big Width Req = -
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 shiippin installing,and bracing Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byY TPI an SBCA) fbr sa ety7racticespriortoperformingthesefunctionsInstallersshallprovidetemporary
r BCSI . Unless noted olherwise,top chord shall have property attached structural sheathing and bott2m hord shall hav a pro2erly
Weling. Locations shown forpermanent lateral restraint 8f webs shall have braaunasr installed p r BC I secoons B3, 7 or 610;
ae - Applgy plates to each face, of truss and position as shown above and on the JoinfDetails, unless noted otherwise Refer to
a division of
n rt i, or for r
acceptance
any structure
more mformabon
shall not be responsible for his drawing an failure to build the
on this drawiXq or cover page . .
Le desin shown. The
suiQ
bility
A IPLNE
M"WC Mrur
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number. N333522 Ply 1 SEON 1617 / T27 / JACK Cusl. R R8975 JRei 1 W9T89750144
FLORIDA TEEN BUILDERS Oly. 9 FROM,HMT DrwNo. 093.18.1531 48117
Truss Label, CJ3A KM / WHK 04/03/2018
A
12
6
Wind Criteria
TCLL: 20.00
1
TCDL: 17.00
N 9)
B
BCDL 10.00 Risk Category II
M
EXP C
Des Ld 47.00 Mean Height: 21.17 ft
N
TT
Soffit, 0.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2
A
C&C Dist a. 3 00 ft
Loc from endwall: Any
C,D
WAVEWindDuration: 1.60
Loading Criteria (psi) Wind Criteria
TCLL: 20.00 Wind Std' ASCE 7-10
TCDL: 17.00 Speed: 150 mph
BCLL 0.00 Enclosure: Closed
BCDL 10.00 Risk Category II
EXP C
Des Ld 47.00 Mean Height: 21.17 ft
NCBCLL. 10.00 TCDL 4 2 psf
Soffit, 0.00 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
WAVEWindDuration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Provide (2) 0.131"x3 0", min toe -nails at top chord
Provide (2) 0.131"x3.0", min toe -nails at bottom chord.
IMPORTANT" FURNISH THIS DRAWI
quire extreme care in faricatingg, handlin
t Safety Information, byY PI an0 SBCA) f0,
BCS I,- Unless noted dthermse,top chord s
any
1,
211 4
2'11'A
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
Pg NA Ct NA CAT NA PP Deflection in loc Udell L/#
Pf NA Ce NA VERT(LL): NA
Lu NA Cs NA VERT(fL): NA
Snow Duration. NA HORZ(LL): -0.001 C
HORZ(fL): 0.001 C
Code / Misc Criteria Creep Factor 2 0
Bldg Code FBC 6th ed 201 Max TC CSI 0 253
TPI Std: 2014 Max BC CSI. 0.096
Rep Factors Used: Yes Max Web CSI. 0 000
FT/RT-20(0)/10(0)
Plate Type(s).
VIEW Ver. 17 02.01A.1115.21WAVE
4y
o. Z08
o •Q
w<
RFs • ...,, . ENG`
COA'ne ONAt,
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 242 / 81 /207 / - /94 /4.0
D 55 /3 /42 /• /• /1.5
C 94 /65 /52 /- /• /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#
04/03/2018
V ALL NOTES ON THIS DRAWING!
ALL CONTRACTORS INCLUDING THE INSTALLERS
installingand bracing. Refer to and follow the latest edition of BCSI (Building
ractices prior to performing these functions Installers shall provide temporarryy
e property attached structural sheathing and bottom chord shall have a properly
restraint Of webs shall hav braaGn insl@Iled p r SCSI secoons B3, B7 or 810,
as shown above and on 1I a Joini Details, unless noted otherwise Defer to
ill not be responsible for any deviation from this drewin ,a failure to build the1 ,installation and bracing of,trussesA seal on this dr w Xg or cover page
If engineering responsibility solely for the desi n shovTn. The suiTability
cibility of the Buildina DesiorSer Der ANSI/TPI 1 S6c.2.
ALPINENE
N+mvcoMrwn
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 I ply 1 I
SEON. 1618 / T52 / JACK
I
Cust. R R8975 JRef• 1 W9T89750144
FLORIDA TEEN BUILDERS Oly 13 FROM. HMT Dnallo 093.18 1531.49209
Truss Label: CJ1A KM / WHK 04/03/2018
Loading Criteria (psi)
TCLL 20.00
TCDL' 17.00
BCLL: 0.00
BCDL' 1000
Des Ld: 47.00
NCBCLL: 10.00
Soffit 000
Load Duration: 1.25
Spacing: 24.0 "
T
i
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 20.67 R
TCDL: 4.2 psi
BCDL: 5.0 psi
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall. Any
GCpr 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0 131'x3.0", min. toe -nails at top chord.
Provide (2) 0 131'x3.0", min toe -nails at bottom chord.
F.,
12
6 F7- C
T T
Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria
Pg. NA Cl: NA CAT. NA PP Deflection in loc Udefl U#
Pf: NA Ce: NA VERT(LL) NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration NA HORZ(LL). -0.000 C
HORZ(fL). 0.001 C
Code / Misc Criteria Creep Factor: 2 0
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.183
TPI Std: 2014 Max BC CSI: 0.020
Rep Factors Used: Yes Max Web CSI 0.000
FT/RT:20(0)/10(0)
Plate Type(s),
WAVE VIEW Ver. 17.02.01A.1115.21
Ns. ESV .%C'
o. 708 1 '
o't• S T O Q
c
COAAL
04/03/2018
IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THEINSTALLERS
the latest edition of BCSI (Building
Installers shall provide terhporary
boltQm hord shall hav a progeny
per BCI secbons Q3,7 or 810, p
ess noted otherwise. Refer to
a division of
see notes page and these
Maximum Reactions fibs)
Loc R / U / Rw / Rh / RL / W
B 182 /72 /173 /- /45 /4.0
D 12 /6 /13 /- /- /1.5
C -12 /27 /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 B is a rigid surface
Members not listed have forces less than 375#
not be re$ nsi le for any deviation from this dripwing au, failure to build theinstpilati0nandbracingof,trussesA seal on this drawirlp or over p,ge
engineering responsibilittyv sole lyv for the des i n shown. he su.&tIlity
Illi g of the guildina Desiorfer oe/ANSI/TPI 1 S c.2.
A IPLNE
MlMCOWAHY
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 I Py 1 I
SEON: 1619 / T50 /JACK
I
Cusl' R R8975 JRO: 1 W9T89750144
FLORIDA TEEN BUILDERS Qty: 1 FROM HMT DIwNo' 093 18.1531 48787
Truss Label: CAS KM / WHK 04/03/2018
Loading Criteria (pst) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 17.00 Speed: 150 mph
BCLL' 0.00 Enclosure: Closed
BCDL 10.00 Risk Category' II
EXP. C
Des Ld 47.00 Mean Height: 20.92 it
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 0.00 BCDL: 5 0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing. 24.0 " C&C Dist a. 3 00 it
Plate Type(s):
Loc from endwall: Any
WAVE
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set. 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Provide (2) 0.131"x3 0", min toe -nails at top chord
Provide (2) 0.131"x3 0", min toe -nails at bottom chord.
1:0F
12
6
0
4X4(61) C
11"4
11"4
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U#
Pf: NA Ce: NA VERT(LL), NA
Lu. NA Cs: NA VERT(TL) NA
Snow Duration' NA HORZ(LL): -0.000 B
HORZ(TL): 0 000 B
Code I Misc Criteria Creep Factor: 2.0
Bldg Code: FBC 6th ed 201 Max TC CSI. 0.027
TPI Std. 2014 Max BC CSI: 0.007
Rep Factors Used: Yes Max Web CSI: 0.000
FT/RT 20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver: 17.02.01A.1115.21
o. 7,08 1 Jt
S AT
O01.
G 4
NFONAI.
04/03/2018
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL /W
A 51 /6 /36 /- /21 /-
C 17 /2 /13 /- /- /1.5
B 32 /24 /20 /• /- 11.5
Wind reactions based on MWFRS
A Min Big Width Req = -
C Min Big Width Req = -
B Min Big Width Req = -
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re9uire extreme care in fabrlcatin9 h ndlin9 shi pin installing.and bracing. Refer to and follow the latest edlti n of BCSI (BuildingComponentSafetyInformation, by TPl and S CA) rar safety Rractices prior to performing these functions. Installers shaliprovide temporary _
bracin Der BCSI.. Unless noted otherwise,to chord shall have properly attached structural sheathing and bottorf hord Shall hav a roperlyattachtlrigidceihnLocationsshownforprmanerttlateralresirartOfwebsshallhavbr0anqInstalledprBGIcoons 3, 7 or B10asappiale. Applgy places to each face o truss and positron ass own above and on tie JoinfDetails, unless note otherwise. Refer to
ALPINEdrawings160A -Z for standard plate positions.
Alpine, a division of ITW B itddlng CCom n nt Gr u In shall not be re ;ponslble for an deviation from this drawing a failure to build theitssInofrmancewith N IlfPl 1 Pp (noriandllr g shippmtq, Installation and orating of,trussesA eat on thi; draw Xg or cover pag@ 2400 Lake Orange Dr.
ry
listing this rawin indicates acceptance of prolessiona n ineerinq responsibillN sole for tthe desr n shown. The suitability Suite 150and ise o this cawing for any structure Is a responsibi it of the Building Designer pe ANSIffPI 1 S$c.2.
For more mtormabon ses this' bis eneral notes a e end (hese web sites' ALPINE: www 81 manes tom: TPI www.l msl.or ; SBCA: www abcindus wm; ICC: www.ittseleorg Orlando FL, 32837
Job Number: N333522 Ply 1 SEON. 1620 / T32 /JACK Cust: RR8975 JRef 1W9T89750144
FLORIDA TEEN BUILDERS Oty. 6 FROM: HMT DnvNo: 093 18 1531.48570
Truss Label: CJ5 KM / WHK 04/03/2018
Loading Criteria (psq
TCLL. 20.00
TCDL: 17.00
BCLL- 0.00
BCDL 1000
Des Ld: 47.00
NCBCLL: 10 00
Soffit: 0.00
Load Duration 1 25
Spacing: 24.0 "
T
C
2X4(Al)
Wind Criteria
Wind Std. ASCE 7.10
Speed: 150 mph
Enclosure Closed
Risk Category, II
EXP. C
Mean Height 15 00 ft
TCDL 4 2 psf
BCDL: 5 0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc from endwall not in 4 50 It
GCpi: 0 18
Wind Duration 1 60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.
Snow Criteria (Pg,Pr in PSF)
Pg NA Ct: NA CAT* NA
PI NA Ce. NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code FBC 6th ed 201
TPI Std. 2014
Rep Factors Used, Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
411 "4
411 "4
Defl/CSI Criteria
PP Deflection in loc Udef! U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL)- 0.005 D
HORZ(TL)- 0 013 D
Creep Factor: 2.0
Max TC CSI. 0.422
Max BC CSI: 0.287
Max Web CSI 0.000
VIEW Ver: 17.02.01A 1115.21
o. 708 1
at• SAT O
il
COA'AL
N+'
dererauwfG ••
04/03/2018
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL /W
B 338 /76 /277 /- /112 /80
D 94 /8 /71 /- /- /1.5
C 163 / 78 /103 / - / - /15
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.
Bearing B requires a seat plate
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 shi ping Installing.and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) ra) sale practices prior to performing these functions. Installers shall provide temporary
bracin er BCSI _Unless noted olherwise,to chord shall have pro attached structural sheathing and boltQm hord hall hav a roteattach2dceiltn . Locations shown for ermanent lateral restraint 01 webs shall have bracm9 nslalled p r BC I sectons $3, 7 or B10Y
as app Ica Ap gy plates to each face ofptruss and position as shown above and on the Joint details, unless noted otherwise. kefer to ,
q LPI N Edrawings16 -Z I r standard plate positions
Alppine, a division of ITW B itddl1n CCompon nt$ Grppup In shall not be responsible for any deviation from this dr wing an failure to build the µ
wc tNss In conformance with M101 1, or (mor handllft s tippin , instpliation and bracing oftrussesA Seal on th g dri3'wiXg or cover page 2400 Lake OrangeOrlistingthisdrawin indicates acceptance of proTessional en ineerinq respi lbiliN sole for the desi n shown. The suitability Suite150andstingofthisiawingforanystructureistheresponsibilityoftheBuildingDeslgrSerpeANSIl1Ac.
2. For more information see this ob's general notes page and these web sites ALPINE www el inedw Com TPI: www.l mst.or ; SBCA: www sbcindusiry com. ICC www e=afe.org Orlando FL.
Job Number: N333522
FLORIDA TEEN BUILDERS
Truss Label: CJ54
Ply.
1I $
EON 1621 / T66 / JACK
I
Cusl: R R8975 JRef* 1 W9T89750144
Oly. 2 FROM: RDG DrvNo. 093.18 1531.50177
KM / WHK 04/032018
1 '7
C
n
2X4(A1)
1,
Loading Criteria (psf) Wind Criteria
TCLL' 2000 Wind Std. ASCE 7.10
TCDL: 17.00 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 1000 Risk Category: II
EXP. C
Des Ld: 47.00Desd:: D Mean Height: 15.00 R
10 00 TCDL: 4 2 psf
Soffit 000 BCDL. 5.0 psi
Load Duration 1 25 MWFRS Parallel Dist 0 to h/2
Spacing: 24.0 " C&C Dist a 3 00 It
Plate Type(s):
Loc. from endwall. not in 4.50 fl
WAVE
GCpi 0 18
Wind Duration 1 60
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 20 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"x3.0", min toe -nails at top chord.
Provide (2) 0 131"x3.0", min. toe -nails at bottom chord.
IMPORTANT" FURNISH THIS
Trusses re9uire extreme care in fabricatin , h;
Component Safety Information, byY TPI an SE
bra in er BCSI., Unless noted olherwlse,top
attach riq'd ceilm Locations shown fore
app Ica e. Appy Dlaies to ach face o to
drawings 160A -Z for standard gelate posii,ons
Alpine. a division of ITW BulldmctComponent;
more
4'11'A
4'11'A
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
Pg NA Ct: NA CAT. NA PP Deflection in loc Udell U#
Pf: NA Ce NA VERT(LL). NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration, NA HORZ(LL). 0.006 D
HORZ(TL)- 0 013 D
Code / Misc Criteria Creep Factor: 2.0
Bldg Code: FBC 6th.ed 201 Max TC CSI. 0.391
TPI Std: 2014 Max BC CSI: 0 278
Rep Factors Used: Yes Max Web CSI 0 000
FT/RT 20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver: 17.02.01A.1115.21
04/03/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 330 /92 /261 /- /75 /80
D 93 /B /70 /- /- /15
C 156 /66 /89 /- /- /15
Wind reactions based on MWFRS
B Min Big Width Req = 1.5
D Min Big Width Req = -
C Min Big Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
ALL CONTRACTORS INCLUDING THE INSTALLERS
I, installing and bracing Refer to and follow the latest edition of SCSI (BuildinracticespriortoperfomingthesefunctionsInstallersshalllprovldeto ,
D properly attached struclural sheathing and bottom chord shall hav a grope y
estramt bf webs shall have bracing installed p r BCSI sections Q3, 87 or 810, as shown above and on the olnf9Details. unless noted otherwise Refer to
failure to buildthe
I
Wor
e 413tility
ALPINE
mrrwc
2400 Lake Orange Dr.
Suite 150
Orlando FL. 32837
Job Number: N333522 Ply. 1 SEON: 1622 / T58 /JACK Cusl' RR8975 JRef: 1W9T89750144
FLORIDA TEEN BUILDERSI Oly: 6 FROM. HMT DrwNo' 093.18 1531 48413
Truss Label: CJ3 KM / WHK 04/03/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL 1700
BCLL. 000
BCDL. 10.00
Des Ld. 47.00
NCBCLL. 10.00
Soffit: 0.00
Load Duration: 1.25
Spacing. 24 0"
A
1,
Wind Criteria
Wind Sid: ASCE 7-10
Speed. 150 mph
Enclosure: Closed
Risk Category. II
EXP. C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL 5 0 psf
MWFRS Parallel Dist 0 to h/2
C&C Dist a: 3 00 it
Loc. from endwall. Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 20 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "'I 3B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
Provide (2) 0 131"x3.0", min. toe -nails at top chord
Provide (2) 0.131"x3 0", min. toe -nails at bottom chord.
2X4(A1)
Snow Criteria (Pg,Pf in PSF)
Pg. NA Ct: NA CAT W
Pf' NA Ce' NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Mist Criteria
Bldg Code: FBC 61h.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT 20(0)/10(0)
Plate Type(s)'
WAVE
2'11'A
2'11 'A
Def 1CSI Criteria
PP Deflection in loc Udell U#
VERT(LL) NA
VERT(TL): NA
HORZ(LL). 0.001 D
HORZ(fL): 0.002 D
Creep Factor: 2.0
Max TC CSI 0.180
Max BC CSI: 0.091
Max Web CSI: 0.000
VIEW Ver 17 02 01A 1115.21
o. 708 1
S T O
Z
CoN#'% i0{UAIL EN ,•'('
04/03/2018
1
M
r
r
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 248 /61 /212 /- /74 /8.0
D 52 /4 /41 /• /- /1.5
C 87 /43 /52 /- /• /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.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatin hh ndlin , shiupm installing and bracin Refer to and fellow the latest edition of BCSI ((Building
Safety Information, by TPI an SCA) f r safety {ractices prior to perfo ming these functions Installers shall provide terhporary
BCSI _ Unless noted otherwise,top chord shall have proD.erly attached structural sheathing and bottom hord shall have a pro2erlyIidcedin .Locations shown for ermanent lateral restraint 6f webs shall hav brawn inM.Iled p r BC I sections $3, B7 or 810, e Appy plates to each face o truss and positron as shown above and on 1t a Join Details, ungess noted otherwise. Refer to
60A -Z for standard plate positions.
a division of
any
failure to build the
I or cover page
n. The sing ility
ALPINENE
MllnYm.W1Y
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Ply 1 SEON. 1623 / T67 / JACK Cusl: R R8975 JRef. 1 WgT89750144
FLORIDA TEEN BUILDERS Oly 2 FROM: RDG DrwNo. 093.18.1531.50940
Truss Label. CJ34 KM / WHK 04/03/2018
12
4 F77-- C
T
B cM ~
r
15 A
D
2X4(A1)
1
2'11 "4
2'11'A
Loading Criteria (psr) Wind Criteria Snow Criteria (P9,PI in PSF) Defl/CSI Criteria Maximum Reactions (lbs)
TCLL 2000 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT. NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL /W
TCDL 1700 Speed 150 mph Pf: NA Ce: NA VERT(LL) NA B 242 / 71 /199 / . 150 /80
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL) NA D 51 /4 /39 I - / - /1.5
BCDL: 10.00 Risk Category. II Snow Duration, NA HORZ(LL). 0.001 D C 82 /35 145 I - / - /1.5
EXP: C
Des LdT 47 00 Mean Height: 15.00 R ) B Min Br
HORZ L : 0.002 D Wind reactions based on MWFRS
NCBCLL: 10 00 Code / Misc Criteria Creep Factor 2.0 9 Width Req = 1.5
TCDL. 4.2 psf
Soffit: 0.00 BCDL: 5.0 sf Bldg Code: FBC 6th ed 201 Max TC CSI: 0.161 D Min Br gWidthRe q = -
P C Min Bre Width Req =
Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI 0 085
Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B a rigid surface.
9 Bearing B requires a seat plate.
Loc. from endwall: Any FT/RT:20(0)/10(0)
GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375#
Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 20 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0 131"x3 0", min. toe-nails at top chord.
Provide (2) 0 131"0.0", min. toe-nails at bottom chord.
tnnrnlulrru
J
419 • •
r'.
P
o. 708 1
S T O Q:
coriONAL
M+eiwrrlrwlwl*1
01/03/2018
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, h ndlin9 shi ping installing and bracin Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byTPI and S CA) rar safety practices prior to perfoffning these functions. Installers shall provide temporary
bracinggg ppper SCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a ro er y
attached nqid ceilin Locations shown for ermanent lateral restr3lnt of webs shall haw braunp installed pfr BCSI F:ctions $3, B7 or 810, as app ica e. Appy plates to each face o truss and position as shown above and on lfle JoinfDetails, un ess note otherwise. Refer to
drawings 160A-Z for stantlard plate positions ALPINE
Alpine, a division of ITW B itddl1nqC ompongnt G?u In shall not be responsible for any deviation from this drawin ,a failure to build the mffwc
truss in conformance with N01 1, or for iandlir q s lippinq, installation and bracing of_trussesA seal on this druwir 19 or cover page 2400 Lake Orange Dr. If this drawing indicates acceptance f pro ass ona en ineerin@ res onsibilitt v sole) for the desi n shown. The
suiq
bili
Suite 150anduseofthisdrawingforanystructuresp
e responsibility of the building DesigrSer pe ANSI/TPI 1 S$c.2.
For more mformabon see this job'sgeneral notes page and these web sites ALPINE www al ineitw can. TPI: www t insl org; SBCA www sbeendus .com: ICC: www.iccsale. Orlando FL, 32837
Job Number. N333522
I Py. 1 IFROM-RDG
SEON: 1624 / T31 /JACK
I
Cusl: R R8975 JRef: 1W9T89750144
FLORIDA TEEN BUILDERS Oly: 6 OrwNo: 093 18 1531 49911
Truss Label: CJ1 KM / WHK 04/03/2018
4"3
Loading Criteria (psr) Wind Criteria
TCLL: 2000 Wind Std ASCE 7-10
TCDL* 1700 Speed: 150 mph
BCLL. 0.00 Enclosure Closed
BCDL: 10.00 Risk Category* II
EXP. C
Des Ld7 47.00 Mean Height: 15.00 fl
NCBCLL 10.00 TCDL: 4.2 psf
Soffit. 0.00 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
Value Set, 13B (Effective 6/1/2013)
Top chord 20 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131'X3.0", min. toe -nails at top chord.
Provide (2) 0.131"x3.0", min toe -nails at bottom chord.
12
6 F: C
2X4(A1)
it
1i
1
11„4
Snow Criteria ft,Pf in PSF)
Pg NA Ct NA CAT W
PL NA Ce- NA
Lu: NA Cs: NA
Snow Duration, NA
Code / Misc Criteria
Bldg Code: FBC 6th.ed 201
TPI Std: 2014
Rep Factors Used: Yes
FT/RT 20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): •0 000 D
HORZ(TL): 0.000 D
Creep Factor, 2 0
Max TC CSI: 0.171
Max BC CSI- 0.022
Max Web CSI 0.000
VIEW Ver, 17 02 01A 1115.21
o. 708 1
o:• S T O Q
A9p••
co ' F AL E
04/03/2018
WARNING” READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
the latest edition of BCSI (Building
Installers shall provide temporary
bottom chord shall hav@ a properly
pr BCSI sections B3, 137 or 810,
me
noted otherwise. Refer to
not
and these web TPI*
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 196 /66 /189 I- /36 /8.0
D 7 /11 /14 /- /• /1.5
C -21 /35 /24 /- /- /15
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.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
on
failure to build the
I or cover pa e
n. The sui bility
A IPLNE
w+invoxwwr
2400 Lake Orange Dr
Suite 150
Orlando FL, 32837
Job Number: N333522 Ply: 1 SEON: 1625 / T24 /JACK Cusl. RR8975 JRO: 1W9TB9750144
FLORIDA TEEN BUILDERS Oly. 2 FROM. ROG DrwNo. 093.18.1531.47243
Truss Label: CJ14 I KM / WHK 04/03/2018
Loading Criteria (psr)
TCLL: 20.00
TCDL: 17.00
BCLL: 000
BCDL: 10.00
Des Ld: 47.00
NCBCLL 1000
Soffit: 0.00
Load Duration: 1 25
Spacing: 24.0 "
12
4
C
B T T
1
7„
I11
ti
5
AD
Wind Criteria
Wind Std: ASCE 7-10
Speed: 150 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height 15 00 it
TCDL: 4.2 psf
BCDL 5 0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3 00 it
Loc. from endwall, Any
GCpi: 0.18
Wind Duration: 1 60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 0.131"x3.0", min. toe -nails at top chord.
Provide (2) 0 131"x3 0", min. toe -nails at bottom chord
2X4(A1)
1,
11"4
11"4
Snow Criteria (Pg,Pf in PSF)
Pg NA Ct: NA CAT. W
PC NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 61h.ed 201
TPI Std 2614
Rep Factors Used. Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Deft/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): NA
VERT(Q:NA
HORZ(LL): 0.000 D
HORZ(TL): 0.000 C
Creep Factor: 2 0
Max TC CSI: 0.159
Max BC CSI: 0.020
Max Web CSI. 0.000
VIEW Ver: 17 02.01A 1115.21
04/03/2018
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL /W
B 191 /88 /174 /• /25 /8.0
D 7 /11 /16 /- /- /15
C -21 /31 /24 /- /- /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.
Bearing B requires a seat plate.
Members not listed have forces less than 3759
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shi pin , installing.and bracing.. Refer to and follow the latest edition of BCSI (BulldinComponentSfetyInformation, by TPI and SBCA) f r saiPety jlgfacticeS prior to performing these functions. Installers shall provide temporary
bracinggg D@r B SI .Unless noted otherwise,top chord shall have pro attached structural sheathing and bott2m hord shall hav a prole
attach BC rigid ceifin .Locations shown for Dermanent lateral restr3lnt bf webs shall hav bracing installed pr BCI sections Q3, 7 or B10Y
as app ica e. Ap y plat8s to each face of truss and position as shown above and on tI a Joint Details, unless not otherwise. kefer to
ALPINEdrawings160A -Z 1 standard plate positions
Alpine, a division of ITW B itddingg ompon nes GTuD In shall not be response le for any deviation from this drawin any failure to build the ,,,rr,,,m HNtrussInconformancewithu1JJlrf11, or (mor handllrig shipping, mstpllatidn and bracing o(trussesA teal on thee dr wil5g or cover page 2400 Lake Orange Dr.
find this drawing indicates acceDtan e f Pro essiona en ineed res onsibilittyv soleivv for the desr n sho n. The sue g bili
Suite 150anduseofthisthawingforanystructureistheresponsibilityoftheBuildingDesigiferperANSlfrPl1S$c.2.
For more rnformabon see this ob's general notes page and these web saes ALPINE: www al ineitw corn, TPI' www t inst org, SBCA www skindustry com, ICC www ecesafe.org Orlando FL, 32837
Job Number: N333522 Ply: 1 SEQN. 1626 / T30 /HIP_ Cust. R R8975 JRef. 1 W9T89750144
FLORIDA TEEN BUILDERS Qty 3 FROM HMT DnvNo: 093 18.1531 47197
Truss Label: HJ7 KM / WHK 04/03/2018
T
1 /
5'2" 5 9110"1
5'2"5 4711
0
1.5„
9,5„7 4„ 0
9,5"7 10"1
Loading Criteria (psq Wind Criteria
TCLL 2000 Wind Std. ASCE 7-10
TCDL: 1700 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL* 10.00 Risk Category: II
Des Ld: 47.00
EXP. C
NCBCLL 0 00
Mean Height: 15.00 R
TCDL: 4.2 psi
Soffit: 0.00 BCDL 5.0 psf
Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3 00 it
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 20 SP #1
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 6-11-8 setback jacks with no webs
Wind
Wind loads and reactions based on MWFRS
Additional Notes
Provide (3) 0.131"x3.0", min toe -nails at top chord
Provide (3) 0.131"x3.0", min toe -nails at bottom chord.
a
IMPORTANT" FURNISH THIS
any
I
it
Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Maximum Reactions (lbs)
Pg. NA Ct: NA CAT NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL /W
Pf: NA Ce: NA VERT(LL): 0.017 C 999 360 B 425 /125 / - /- /- /106
Lu: NA Cs: NA VERT(R): 0.067 C 999 240 E 443 /56 / - / 1 /0 /1.5
Snow Duration. NA HORZ(LL)- 0 006 F - - D 305 /156 / - / • / • /1.5
HORZ(TL)- 0.014 F Wind reactions based on MWFRS
Code / Misc Criteria Creep Factor: 2 0 B Min Brg Width Req = 1 5
Bldg Code FBC 6th ed 201 Max TC CSI: 0 901 E Min Brg Width Req = -
TPI Std: 2014 Max BC CSI 0 623 D Min Brg Width Req = -
Rep Factors Used: No Max Web CSI: 0.420 Bearing B is a rigid surface.
Bearing B requires a seat plate.
FT/RT:20(0)/10(0)
Plate Type(s) Members not listed have forces less than 375#
WAVE VIEW Ver: 17.02.01A 1115 21 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens Comp.
B -C 341 -817
Maximum Bot Chord Forces Per Ply fibs)
Chords Tens Comp.
B - F 769 -308
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp
C - F 333 - 831
H
0.708 1
o• S T 0 •
LQ,
1
COlfONAI.rG` av f
04/03/2018
V ALL NOTES ON THIS DRAWING!
ALL CONTRACTORS INCLUDING THE INSTALLERS
rBCtiC eSn9ior
lob
erGio ml nethese f1i^cblins the latest shat/nfovldeSeBuild
e proPperlvpattached structural sheathing and bothan hord shall hav a pro eVestramtbfwpbsshallhavbracingginstalledoerBCIsectionsQ3, 7 or 1 tT
as shown above and on tt a Join Details, unless noted otherwise. Refer to
II not be responsible for any deviation from this dr win an failure to build the
Iq, Installation and bracing of trussesA seal on th g drswiXg or cover page
i enyfneerin fespo slbility sole or he des,Qn shown. The suitability
ALPINENE
mrrwmw
2400 Lake Orange Dr.
Suite 150
Orlando FL. 32837
Job Number: N333522
I Ply 1 I
SEON. 1627 / T21 / HIP_
I
Cust R R8975 JRef 1 W9T89750144
FLORIDA TEEN BUILDERS Oly 4 FROM: HMT Drallo: 093 18 1531.50035
Truss Label: HJ7A KM / WHK 04/03/2018
57'3 9110"1
573 47'14
0
12
424 p 3X6
C
N
OQ
Pf: NA Ce: NA
O
B
VERT(TL): 0.061 C 999 240
s% A
HORZ(LL): -0.010 E - -
F F
HORZ(fL): 0.012 E
1,5..
9'S"10 9'1 "1
Loading Criteria (psf) Wind Criteria
TCLL. 2000 Wind Std: ASCE 7.10
TCDL: 17.00 Speed: 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL* 10.00 Risk Category- II
Des Ld 47.00
EXPC
Mean Height: 22.18 H
NCBCLL: 0.00 TCDL. 4 2 psf
Soffit' 0.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing, 24 0 " C&C Dist a: 3.00 It
Loc from endwall, NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 20 SP #2 N
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set 1313" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Provide (3) 0.131"x3.0", min toe -nails at top chord
Provide (3) 0 131"x3.0", min toe -nails at bottom chord.
Snow Criteria (Pg,Pf in PSF) DeH/CSI Criteria
Pg: NA Ct NA CAT NA PP Deflection in loc Udefl U#
Pf: NA Ce: NA VERT(LL): -0.023 C 999 360
Lu NA Cs: NA VERT(TL): 0.061 C 999 240
Snow Duration- NA HORZ(LL): -0.010 E - -
HORZ(fL): 0.012 E
Code / Misc Criteria Creep Factor: 2 0
Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.809
TPI Std: 2014 Max BC CSI. 0.621
Rep Factors Used: No Max Web CSI: 0.392
FT/RT 20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver: 17.02.01A 1115 21
sp - M F4
E SF *%
o. 708 1
o S T O •: Q
i • • tom/ j
Co. AL
04/03/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 423 /181 /- /• /• /4.9
E 439 /101 /- /• /• /1.5
D 312 /209 /- /- /• /15
Wind reactions based on MWFRS
B Min Big 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 441 -743
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - F 688 -398
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp
C - F 437 -755
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
99uire extreme care in fabricatingg, handling, shinpin99 installing,and bracing. Refer to and follow the latest edition of BCSI (BuildingfSafetyInformation, by TPI ant? SBCA) rbr safety j5ractices prior to performing these functions. Installers shall provide temporary
r SCSI., Unless noted ovlerwise,top chord shall have propery attached structural sheathing and bolt2m chord shall hav pro eiraidceilin . Locations shown for permanent lateral restraint of webs shall have br8un installed p r SCSI s8coons 133, y or g1Wf
fte. Appy Dsates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to
60A -Z for standard plate positions
a division of
more information
not failure to build the
1 or over pa e ,
n. he sus busty
ALPINENE
mm"ooMMNv
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Ply 1SEON 1628 / T63 / HIP_
I
Cust R R8975 JRef* 1 W9T89750144
FLORIDA TEEN BUILDERS Oly 1 FROM: RDG Dnallo: 093 18 1531.48897
Truss Label: HJ74 KM / WHK 04/03/2018
5
Loading Criteria (psf)
TCLL: 20.00
TCDL: 17.00
BCLL: 0.00
BCDL' 10.00
Des Ld: 47 00
NCBCLL: 0 00
Soffit 000
Load Duration: 1.25
Spacing: 24.0 "
5'3"7
5'3"7
9'10"1
4'6" 10
C
Wind Criteria
Wind Std: ASCE 7.10
Speed' 150 mph
Enclosure: Closed
Risk Category II
EXP' C
Mean Height: 15.00 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist' 0 to h/2
C&C Dist a' 3 00 It
Loc. from endwall NA
GCpi 0 18
Wind Duration: 1.60
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 20 SP #2 N
Webs 2x4 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 6-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS
Additional Notes
Provide (3) 0.131"x3.0", min toe -nails at top chord
Provide (3) 0.131 "x3 0", min toe -nails at bottom chord.
5'1"11 4'1"8 6"1
5'1"11 9'3"3 9'1 "1
ll
Snow Criteria (Pg,Pf.n PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W
Pf' NA Ce: NA VERT(LL): 0.038 G 999 360 H 415 / 128 / - /_ /. /106
Lu NA Cs: NA VERT(TL): 0.142 G 999 240 E 427 / 64 / - /0 / - /1.5
Snow Duration: NA HORZ(LL): 0.009 F - D 305 / 151 / - / - / - /1.5
HORZ(TL): 0.020 F Wind reactions based on MWFRS
Code / Misc Criteria Creep Factor 2.0 H Min Brg Width Req = 1.5
Bldg Code- FBC 6th.ed 201 Max TC CSI: 0.786 E Min Brg Width Req = -
TPI Std 2014 Max BC CSI: 0 673 D Min Brg Width Req = -
Rep Factors Used: No Max Web CSI 0 579 Bearing H is a rigid surface.
Bearing H requires a seat plateFT/RT:20(0)/10(0)
Plate Type(s): Members not listed have forces less than 375#
WAVE, 18SS VIEW Ver 17.02 01A.1115.21 Maximum Top Chord Forces Per Pty (Ibs)
Chords Tens.Comp.
B - C 375 -1283
H.
3a ;.•P,FE
o. 708 1
o SAT O
co
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in_fatrricating, hgndlmg, shipping, mstalling.and bracing. Refer to and follow the latest E
a division of
any
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - G 1237 -360 G - F 1225 -367
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp
C - F 382 -1275
Of
failure to build the
1 or
n. hove
suer
paitabilitye ,
1.4964,
ALPINE
µTVCQMM/
f/ 2400 Lake Orange
Dr. Suite
150 Orlando FL,
Job Number: N333522 8975.
FLORIDA TEEN BUILDERS I Oly 1 I FROM MT /
T51 /HIP_
I Dr No RWHK 8.1531.7
209850144
Truss Label: HJ7S
T
ere
1
5'2"3
5'23
9'10"1
4'7"14
C
3X4(B1)
9'5"10.4"rp
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs)
TCLL. 20.00 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W
A 382 /160 / - / - / - /4.9TCDL1700Speed: 150 mph Pf: NA Ce: NA VERT(LL). -0.023 B 999 360
BCLL 000 Enclosure Closed Lu- NA Cs- NA VERT(TL) 0 059 B 999 240 D 443 /105 / - / - / - /1.5
BCDL. 10.00 Risk Category: II Snow Duration, NA HORZ(LL) -0.010 D - C 311 /211 / - / - / - /15
Des Ld. 47.00
EXP: C HORZ TL 0.012 D Wind reactions based on MWFRS
Code I Misc CriteriaNCBCLL000
Mean Height 22 43 it
Creep Factor 2 0 A Min Brg Width Req = 1.5
Soffit: 000
TCDL: 4.2 psi
BCDL: 5.0 psi Bldg Code FBC 6th.ed 201 Max TC CSI 0 803 D Min Br Width Reg q =
Load Duration. 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI 0 627 C Min Brg Width Req =
Bearing A is a rigid surface
Spacing 24 0 " C&C Dist a 3 00 it Rep Factors Used, No Max Web CSI: 0 397
Loc from endwall NA FT/RT:20(0)/10(0) Members not listed have forces less than 375#
GCpi: 0.18 Plate Type(s) Maximum Top Chord Forces Per Pty (Ibs)
Wind Duration: 1.60 WAVE VIEW Ver: 17 02 01A.1115.21 Chords Tens.Comp
A-13 449 -749
Lumber
Value Set, 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Loading
Hiplack supports 6-11-8 setback lacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Provide (3) 0.131"0.0", min toe -nails at top chord.
Provide (3) 0.131 "x3.0", min toe -nails at bottom chord H
leg
o.7,08$1
04/03/2018
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
the latest edition of BCSI (Building
Installers shall provide temporary
port BC I srections B3VB7 oropI
nfess noted otherwise. Refer to
n from this drpwin ap failure to build the
A seal on this dr wi q or cover a elyforthedesIgnshoo. The spii Q
bility
any
I ,,
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A - E 696 -406
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp
B - E 446 -763
ALPINENE
MliiMCOMMM'
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522
I Ply' 1 I
SEON: 1630 / T42 / HIP_
I
Cusl. R R8975 JRef• 1 W9T89750144
FLORIDA TEEN BUILDERS Oly: 2 FROM RDG DrwNo: 093.18 1531 47773
Truss Label: HJ2 KM / WHK 04/03/2018
T
12 C4.24 r7-,- _
4X4(61)
i 2'71 i1'5" T
Loading Criteria (psi) Wind Criteria
TCLL, 20.00 Wind Std, ASCE 7-10
TCDL' 17.00 Speed: 150 mph
BCLL 0.00 Enclosure: Closed
BCDL 10.00 Risk Category: II
EXP C
Des Ld 47.00 Mean Height. 20.90 it
NCBCLL 0.00 TCDL 4.2 list
Soffit: 0.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing, 24 0 " C&C Dist a: 3.00 it
Loc from endwall NA
GCpi 0 18
WAVEWindDuration: 1.60
Lumber
Value Set. 13B (Effective 6/1/2013)
Top chord 2x4 SP #2 N
Bol chord 2x4 SP #2 N
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Loading
Hipjack supports 1-10-0 setback jacks with no webs
Wind
Wind loads and reactions based on MWFRS
Additional Notes
Provide (2) 0 131"x3.0", min. toe -nails at lop chord
Provide (2) 0 131"x3 0", min. toe -nails at bottom chord.
a
27
Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria
Pg NA Ct NA CAT NA PP Deflection in loc Udell U#
Pf. NA Ce- NA VERT(LL): NA
Lu: NA Cs: NA VERT( L): NA
Snow Duration NA HORZ(LL)- -0.000 D
HORZ(TL)- 0 001 D
Code / Misc Criteria Creep Factor: 2.0
Bldg Code FBC 6th ed 20V Max TC CSI. 0.136
TPI Std. 2014 Max BC CSI: 0.031
Rep Factors Used: No Max Web CSI: 0 000
FT/RT:20(0)/10(0)
Plate Type(s)
VIEW Ver: 17.02 01A 1115.21WAVE
o. 708 1
SAT O
COA tj0,
tiw ,
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING'
any
on
cs,
to
00
Maximum Reactions (Ibs)
Lot R / U / Rw / Rh / RL / W
B 102 /51 /- /- /- /4.9
D 4 /- /7 /- /• /1.5
C 18 /12 /• /• /• /15
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Big Width Req = -
C Min Big Width Req = -
Bearing 8 is a rigid surface
Members not listed have forces less than 375#
INSTALLERS
ow the latest edition of BCSI (Building
Is. Installers shall provide temporary
nd bottom cord shall hav proerly
tedpBCSeectionsB3,Ror10,
i, unless nodotherwise efer to
his drawin a failure to build the
on this d34-, or cover page
Le design sho '
or
The
sui9e
ility
ALPINE
mvco.wr
2400 Lake Orange Dr.
Suite 150
Orlando FL. 32837
Job Number: N333522
DeflICSI Criteria
Ply: 1
R- Q
SEON. 1631 / T17 / SY42 Cust RR8975 JRef: 1W9T89750144
FLORIDA TEEN BUILDERS
W
I Oly 9
VERT(LL). 0.233 R 939 360
I FROM PFH DrwNo: 093.18.1531 47571
Truss Label: FTt
VERT(TL) 0.506 F 602 240 J 1013 / - / - / - / - 3.0
Snow Duration NA
KM / WHK 04/03/2018
X Min Srg Width Req = 1.5
2925 0
HORZ(TL) 0.062 B J Min Brg Width Req = 1.5
0
Code I Misc Criteria
8'1 "8 10'61110 18'81,10
Bldg Code. FBC 6th.ed 201
811„8 2,5,2 87'
f"}-- 2'6” —+— 2'6"12 ___1 2'6"12 -- 2'6"12 --{-- 2'6"12 --
E5'i
TYP)
Max Web CSI 0.605 Members not listed have forces less than 375#
4X6
1.5X3 = 4X4 = W=3X4
A B C D E
I 51z LhX
I T +
X W V U T S
1.5X3 =4X6 =4X4 1111.5X3 11115X3
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
Des Ld: 55.00
EXP- NA
D Des d::
10.00
Mean Height: NA it
TCDL: NA psi
Soffit. 200 BCDL NA psl
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
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N .T2 4x2 SP #1.
Bot chord 4x2 SP #1 :B2 4x2 SP #2 N:
Webs 4x2 SP #3
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 3X4 except as noted.
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback
Attach to each truss where shown with 3-10d Box or
Gun nails (0.128"x3",min.). Strongback material to
be supplied by erection contractor
Truss must be installed as shown with top chord up
F G
1111.5X3
OF,
1111 5OX3 =4X4
W=3X6
18'8"10
3X3
4X4 11106
HI JK
4X6 1111.5X3
T
1
Snow Criteria (Pg,Pr in PSF) DeflICSI Criteria Maximum Reactions (lbs)
R- Q
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL W
Pf: NA Ce: NA VERT(LL). 0.233 R 939 360 X 1030 / - / - I - / - 73
Lu, NA Cs' NA VERT(TL) 0.506 F 602 240 J 1013 / - / - / - / - 3.0
Snow Duration NA HORZ(LL) 0.039 M - X Min Srg Width Req = 1.5
2925 0
HORZ(TL) 0.062 B J Min Brg Width Req = 1.5
0
Code I Misc Criteria Creep Factor: 2.0 Bearings X & J are a rigid surface
N- M
Bldg Code. FBC 6th.ed 201 Max TC CSI. 0.874 Bearing X requires a seat plate.
TPI Std: 2014 Max BC CSI, 0.997
Rep Factors Used Yes Max Web CSI 0.605 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens.Comp. Chords Tens Comp
Plate Type(s):
WAVE VIEWVer 1702.01A.1115.21 A -B 0 -723 F -G 0 -2720
B -C 0 -1916 G -H 0 -2037
C- D 0- 2669 H-1 0 -786
D- E 0- 2669 I- J 0 _W
E - F 0 -2927
o. 708 1
s ,a't• SAT O •
1 •
CoA #O L7iAr/q„O w+j1"
04/03/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
W- V 1435 0 R- Q 2927 0
V- U 2398 0 Q- P 2474 0
U- T 2398 0 P-0 2474 0
T- S 2925 0 O- N 2474 0
S - Ft 2927 0 N- M 1600 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp Webs Tens Comp.
A -X 0-1008 F -Q 11 -564
A -W 1151 0 Q -G 447 0
W-8 0 -1131 G -N 0 -675
B- V 763 0 N- H 694 0
V -C 0 -744 H -M 0 -1190
C - T 471 0 M -J 1270 0
T -E 0 -618
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabncatin9, handling, shinDin in tallln and bracing Refer to and follow the latest edition of BCSI BuildingComponentSafetyInformation, by TPI an SBCA) fb) safety ract*ice's prior to perfotming these functions. Installers shall provide temporary _
bracin er BCSI., Unless noted olherwise,top chord shall have property attached structural sheathmg and bottom chord *hall hav a pro erl1
attach9
eungid ceilin Locations shown for ermanent lateral restraint 8t webs shall hav braGn installed per BCSI sections Q3, 7 or 10
as applica0te. Appy pplat s to each face o truss and position as shown above and on tfle Joint9Details, unless not otherwise. Refer to
drawings 160A -Z for stan ard plate positions. ALPINE
Alppin a division of ITW B itddl1nqC om onggnts Grq p InC._shall not be responsible for an deviation from this drawin a y failure to build themissInofrmancewith N51/TPI 1. r for handli/ric shipping, installaliOn and bracing gf,trussgsA seal on this dr winq or cover page 2400 Lake Orange Dr. listing this rawing indicates acceptancetante of proTessionaf en in enngg responsibilitty so elYY for the desi n shown. The suitability Suite 150Indirseothiseawingforanystructureistheresponsibilitothe9uildingDesigrferperANSI/TPI 1 S$c.2.
For more information see this joWs general notes page and mese web sites, ALPINE: www el meitw com: TPI www t cost org, SBCA www sbdndust .tom, ICC. www.iccsafe.org Orlando FL, 32837
Job Number: N333522
FLORIDA TEEN BUILDERS
Truss Label, FT1A
T_
1
Ply
1I
SEON• 1632 / T9 / SY42
I
Cust R R8975 JRef 1 W9T89750144
Oty 1 FROM -HMT DrwNo' 093 18 1531 47212
KM / WHK 04/03/2018
8'1"8 9'8"8 18'5"9
8j-- 2'6" 2'6"12 2'6"12 --{---}-- 2'6"12 --{-- 2'6"12 --{-
1- {
TYP)
4X6
1.5X3 =04 11115X3 =3X6 =5X8 1112X4
A B C D E F G H I J
IX W V U T S R Q PO N ML" K
1.5X3 =4X6 =4X4 1111.5X3 III 15X3 1111.5X3 =4X6 1114X6
1112X4 = W=3X6 1111.5X3
1'210
17715 --{
Loading Criteria (psf) Wind Criteria
TCLL. 40.00 Wind Std' NA
TCDL 1000 Speed NA mph
BCLL, 000 Enclosure, NA
BCDL: 5.00 Category NA
Des Ld: 55 00
EXP'
NCBCLL 10 00
Mean Height: NA tt
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
Value Set, 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #1 .B2 4x2 SP #2 N:
Webs 4x2 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur Fac.=O 90 / Plate Dur Fac =0 90)
TC From 100 pif at 0 00 to 100 plf at 18.34
BC From 10 plf at 0 00 to 10 pN at 1834
TC 1550 Ib Conc. Load at 16.15
TC: 328 Ib Conc. Load at 17 03
TC 247 Ib Conc. Load at 18 34
Plating Notes
All plates are 3X4 except as noted.
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback
Attach to each truss where shown with 3.1 Od Box or
Gun nails (0 128"xT%min.). Strongback material to
be supplied by erection contractor.
Truss must be installed as shown with top chord up
18'5"9
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs)
2502
Pg. NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W
Pf• NA Ce: NA VERT(LL): 0 147 S 999 360 X 976 / - / - / - / - 7.3
Lu: NA Cs: NA VERT(TL). 0 382 D 877 240 L 3174 / - / - / - / - 5.7
Snow Duration. NA HORZ(LL). 0 027 B - X Min Brg Width Req = 1.5
0
S- R
HORZ(TL) 0.045 L L Min Brg Width Req = 1.5
751
Code / Misc Criteria Creep Factor, 2.0 Bearings X & L are a rigid surface.
Bldg Code: FBC 6th ed 201 Max TC CSI: 0 744 Bearing X requires a seat plate.
TPI Std 2014 Max BC CSI 0 963
Webs Tens. Comp.
Rep Factors Used: Yes Max Web CSI: 0.627
Members not listed have forces less than 375#
o 412
Maximum Top Chord Fortes Per Ply (lbs)
FT/RT.12(0)/10(0)
494
Chords Tens.Comp Chords Tens. Comp.
Plate Type(s)
G -N 0 857
WAVE VIEW Ver170201A111521 A - B 0•679 E -F 0 -2628
0
V• C
B -C 0-1787 F -G 0 -2199
0- 2428
C• D 0- 2444 G- H 0 -1359
L -I 0
D • E 0 -2633
T- D
AVO. %8
e
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp. Chords Tens. Comp
W- V 1347 0 Q- P . 2502 0
V• U 2225 0 P-0 2502 0
U- T 2225 0 O- N 1894 0
T- S 2633 0 N- M 751 0
S- R 2633 0 M- L 751 0
R - Q 2502 0
Maximum Web Forces Per Ply (lbs)
Webs Tens Comp. Webs Tens. Comp.
A -x 0 -955 F -O o 412
A- W 1082 0 O- G 494 0
W -B 0 -1061 G -N 0 857
B -V 697 0 N -H 946 0
V• C 0- 676 H- L 0- 2428
C - T 398 0 L -I 0 781
T- D 54 -486 1- K 396 0
R - F 539 -156
at SAT O
A,
04e
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04/0312018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING?
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care In fa
ti
h ndlin9, shipping in,;talling,and bracin Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI ane S9CA) f8r safety practices prior to performing these functions Installers shall provide temporary
bracin per BCS? Unless noted otherwise,top chord shall have properly attached structural sheathing and bottoI hord shall have a propertyattachtlrigidceillnLocationsshownforpermanentlateralrestraintOfwebsshallhaybraGngInstalledp?r BG I sections B3, B7 or 610, as app Icatile. Appy places to each face_ of truss and position as shown above and on tfte Joint Details, un ess noted otherwise. Refer to
ALPINEdrawings16OA-Z for standard plate positions.
Alpine, a division of ITW B itddln CCom ongntSS Gropupp In shall not be responsible for an deviation from this dr winq an failure to build thetrussinconformancewith NJIl4PI 1, r for handllrfq s tiDpin ,installation and bracingany deviation seal on this d3wing or cover page , . 2400 Lake Orange
Dry
Ii this drawing indicates acceptance of progesspc en ineering responsibilit yy sole)v for the design shown. The suitability Suite 150and ise of this d awing for any structure Is
p
e responsibility of the building Designer perANSI/TPI 1 Sec.2.
For more mformation see this loWs general notes page and these web sites. ALPINE: www.al meitw com, TPI www t mstor , SBCA: www sbandustry com. ICC www.iccssfe org
Orlando FL, 32837
Job Number: N333522
FLORIDA TEEN BUILDERS
Truss Label: FT1G
T
50
Py 1 SEON 1633 / T71 / SY42 Cust: RR8975 JRel' 1W9T89750144
Oly 1 FROM' RDG DrwNo' 093 18 1531 47727
KM / WHK 04/03/2018
107'8 + 14'9" + 18'81,10
81 8 2'6" 4'1"8 3'11"10
f t----{-- --}-- --{ I-- 1_3.,12 i i'-1.. FS i2'6" 2'6"12 2'6"12 2'6"12
TVP)
6X6
1 5XA3 = 5X85 = 5C5 1113XXB
1 5X3
Z =
6X6 =5X5
W v
III
W=3X4
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
Des Ld' 55.00
EXP NA
NCBCLL 10 00
Mean Height. NA it
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
Value Set' 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP #2 N B2, B3 4x2 SP #1.
Webs 4x2 SP #3 W21 4x2 SP #2 N
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC From 100 plf at 0 00 to 100 pit at 1861
BC From 10 pit at 0 00 to 10 plf at 18.30
TC 695 Ib Conc. Load at 14 63
Plating Notes
All plates are 3X6 except as noted.
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback.
Attach to each truss where shown with 3-1 Od Box or
Gun nails (0 128"x3",min ) Strongback material to
be supplied by erection contractor.
Truss must be installed as shown with top chord up.
1113X4 = W=3X4 - W=3X4 06X6
E F r_1 H I J
P O
6X8
18'8"10
18'8"14
1116X8
KL
3-
TT
i
N M
8X8
Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Maximum Reactions fibs)
4115
Pg: NA Ct NA CAT' NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W
Pf NA Ce. NA VERT(LL): 0.267 E 818 360 Z 1176 ! - / - / - / - 73
Lu. NA Cs. NA VERT(TL): 0.512 E 578 240 K 1563 / - / - / - / - 30
Snow Duration. NA HORZ(LL): 0.028 N - Z Min Brg Width Req = 1 5
0
U- T
HORZ(TL)' 0.039 N K Min Brg Width Req = 1 5
2849
Code / Misc Criteria Creep Factor: 2.0 Bearings Z & K are a rigid surface
Bldg Code FBC 6th ed 201 Max TC CSI 0 885 Bearing Z requires a seat plate.
TPI Std 2014 Max BC CSI: 0.973
Webs Tens Comp
RRep Factors Used: Yes Max Web CSI: 0.687
Members not fisted have forces less than
387 486
Maximum Top Chord Forces Per Ply (lbss)) FT/RT 12(0)/10(0)
413
Chords Tens Comp. Chords Tens. Comp.
Plate Type(s):
G-0 0 628
WAVE VIEW Ver 17.02.01A1115.21 A-13 0 -915 F -G 0 -4138
527
X-C
B- C 0- 2464 G- H 0- 3,575
1217 0
C- D 0- 3571 H-1 0- 3575
J- N 0
D- E 0- 4107 I- J 0- 3575
0 -1015 N -K
E -F 0-4138 J - K 0 -1482
ANT" FURNISH THIS DRAWING TO ALL
any
ral ni
w ,rrr/ H, y..
c
0.708 1
o
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04/03/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens Comp
Y -X 1816 0 S - R 4115 0
X -W 3116 0 R -Q 4115 0
W -V 3116 0 Q -P 4022 0
V -U 3116 0 P-0 4022 0
U- T 4097 0 O- N 2849 0
T - S 4107 0
Maximum Web Forces Per Ply fibs)
Webs Tens.Comp. Webs Tens Comp
A- Z 0 -1132 E-0 387 486
A -Y 1352 0 Q -G 413 38
Y -B 0 -1361 G-0 0 628
B- X 980 0 1-0 26 527
X-C 0 -959 0-J 1217 0
C- U 728 0 J- N 0 2066
U -D 0 -1015 N -K 2163 0
D - T 403 -107
INCLUDING THE INSTALLERS
Refer to and follow the latest edition of BCSI (Building
ping these functions Installers shall provide temporarryy
aural shoathing and boH2m hord shall have a properly
iav br88ungg Installed p r BCI secbons 133, 137 or 810, m t re JoincDetails, unless notetl otherwise Refer to
any deviation from this drawing an failure to build the
ing of trussesA Seal on thisdr8wir g or cover page ,
jslbflity solely_o Fhedes n shown. The sui9ablhty
ALPINE
AMiiw COW NY
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Py. 1 SEON, 1634 / T8 / SY42 Cust: RR8975 JReI: 1W9T89750144
FLORIDA TEEN BUILDERS Oly. 1 FROM: PFH DrwNo. 093 18 1531 47259
Truss Label: FT1GE KM / WHK 04/03/2018
2
1-2-11VT 102218'5"2
1
1066119• I.N. 1014'6
TL2_1
t
8F
F•i - 6'5-14 -}-- 2'6• T 2'6-12 --
1
27.4 --
1--
2'5-6
TYP)
2'11• 1'4• -(
TYP)
WW-3X4
03X4 03X4 006 3X6 04X6 36X6
A B C D E G H I J K LM
T T
2
L i
U N
3X4 N6ZYxwvT 66z4x6
112x4 3X4
17.4 9' 9'1'6
18'8.10
Loading Criteria (psr) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF
TCLL: 40.00 Wind Std: NA Pg. NA Ct: NA CAT* NA PP Deflection In loc Udefl U# Loc R /U / Rw / Rh / RL /W
Z 62 / - / - /- /- /7.3TCDL: 10.00 Speed: NA mph Pf: NA Ce, NA VERT(LL): 0.048 P 999 360
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.191 P 920 240 Z' 510 / - I - / - / - /108
BCDL, 5.00 Category, NA Snow Duration: NA HORZ(LL): 0.007 O L 1335 /- / - / - / • /3.0
Des Ld: 55.00
EXP. NA HORZ(TL): 0.017 O Z Min Brg Width Req = 1.5
Code / Misc CriteriaNCBCLL- 10 00
Mean Height: NA It
TCDL: NA psi Creep Factor 2.0 Z Min Brg Width Req = -
Soffit: 2.00 BCDL: NA sfp Bldg Code: FBC 61h.ed 201 Max TC CSI: 0 836 L Min Brg Width Req = 1.5
Bearings Z, Z, 8 L are a rigid surface
Load Duration 1 00 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSI 0.724
Bearing Z requires a seat plate
Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used No Max Web CSI: 0.779
Loc. from endwall NA FT/RT 20(0)/10(0) Members not listed have forces less than 375#
1, NA GCpi NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs)
Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1115.21 Chords Tens Comp. Chords Tens. Comp
Lumber G- H 745 0 J- K 0 •1997
Value Set: 138 (Effective 6/1/2013) H-1 745 0 K • L 0 -1097
Top chord 4x2 SP 2400f-2.OE :T1 4x2 SP #1: I • J 0 -1241
Bot chord 4x2 SP #2 N
Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs)
Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens Comp
approved 1/30/2013 by ALSC
S- R 570 0 O- P 1937 0
Special Loads R-0 1937 0 P-0 2034 0
Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1 00)
TC, From 300 pit at 0 00 to 300 pit at 16.15 Maximum Web Forces Per Ply (Ibs)
TC From 100 plf at 16.15 to 100 pif at 18.59 Webs Tens.Comp Webs Tens Comp.
BC: From 10 plf at 0.00 to 10 pit at 18.30
TC: 125 its Conc. Load at 0.04 A - Y 0 -412 I - R 1064 0
TC: 574 Ib Conc. Load at 16 15
Mtlnonluur+.r, Y • B 0 -434 R - J 0 -1074
d L i
Plating Notes y iy
G• S 0- 763 K-0 0 •1521
lr'"f 4.
All plates are 1.5X3 except as noted.d
If,
S - 1 0 •2089 O • L 1636 0
e••••••••..•
v ',
GE ` Sty •
Additional Notes ' Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp.
See ANSI/TPI 1 Sect 7 for additional bracing •
requirements Bracing material to be supplied bys` 'l 8 C - X 0 -409 E - V 0 -428
erection contractor. _ ; - W 0 -390
Truss must be Installed as shown with top chord up*
ot: SAT O
90 •. .• 4-
coA #o$„N A601
04/03/2018
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, shlppin installing and bracin/q Refer to and follow the latest editionComponentSafetyInformation, b TPI and SBCA) r sa ety factices prior to perfo ming these functions. Installers shall provide
of BCSI (Building
terhporary
bracin Der SCSI. Unless noted oherwtse,top chord shall have prouerN attached structural shgathin9 and bottom hord shall have a pro erlattachdisidceillna. Locations s own forlateral restraint bf webs shall have brawn Installed p r BGI coons 83, B7 or 910Ypermanent
as app,Icat9e. Ap Ty plates to each face, o truss and position as shown above and on the Jointi9Details, unless note otherwise. Refer to
drawings 160A-Z I r standard plate positions. A LPI N E
Aluine, a division of ITW BUitddl1n Componegnis GrGUD In ..shall not be res nslple for any deviation from this drawing anY failure
truss in nformance with ANSI PI 1, or for handllrig Shipping, installation and bracing of truss?sA seal on this drawing or
to build the m twop,,,,n
cover paggQQ 2400 Lake Orange Drlistingthis ?rawin indicates acceptance of pro essiona en meering responsibiliso eN1v for tthe des n sho n.
ise rawing for is the the Design 1 S c.2.
The sufCability Suite 150andofthisanystructureresponsibilityofBuildingrpeIANSI/TPI
For more information see this'ob's general notes page and these web saes: ALPINE: www.at ineitw com' TPI: www t inst org, SBCA www sbondus corn; ICC, www imsisfe-org Orlando FL, 32837
Job Number: N333522 Ply: 1 I
SEON: 1635 / T6 / SY42
I
Cust: R R8975 JRef, 1 W9T89750144
FLORIDA TEEN BUILDERS Oty. 5 FROM- RDG DrwNo: 093 18.1531.47227
Truss Label: FT2 I KM / WHK 04/03/2018
6'10"8 + 8'8" 15'6"8
6'10"8 1'9"8 6'10"8
2'1 2'612 —+ 1'4"8 -{ (-1'4"8 .,-1-- 2,1 --{
NP)
4X6
1.5X3 1111 5X3 1111.5X3
A B C D E F G
4X6
1.5X3
H
1.5X3 =4104
1112X4
III I.DA.3 III I.DA-3 4 =1.5X3
1112X4
15'6"8
Loading Criteria (vs0 Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Maximum Reactions (lbs)
TCLL 4000 Wind Std. NA Pg NA Cf. NA CAT. NA PP Deflection to loc Udell U# Loc R /U / Rw / Rh / RL /W
TCDL: 10.00 Speed: NA mph Pf: NA Ce NA VERT(LL): 0.117 D 999 360 S 841 / • / - / - / - /73
BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.240 D 999 240 J 841 / . / . / _ / _ /73
BCDL: 500 Category- NA Snow Duration' NA HORZ(LL): 0.024 K - S Min Brg Width Req = 1.5
EXP: NA HORZ L 0.036 B J Min Bi Width Re 1.5
NCBDes
Li 55 00 (T ) g q =
Mean Height NA tt
Code / Misc Criteria Creep Factor- 2.0 Bearings S 8 J are a rigid surface
Soffit : 2
00 TCDL: NA psi Bearings S 6 J require a seat late.
Soffit 2 00 BCDL: NA psi Bldg Code: FBC 6th.ed 201 Max TC CSI 0 587 g q P
Load Duration 1 00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.812
Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a. NA ft Rep Factors Used: Yes Max Web CSI 0 434
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA FT/RT 12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
I: NA GCpi: NA Plate Type(s):
Wind Duration NA WAVE VIEW Ver 17 02.01A.1115.21 A . B 0 -572 E - F 0 -1920
Lumber
B- C 0 -1455 F- G 0 -1455
C -D 0-1920 G -H 0 -572
Value Set: 13B (Effective 6/1/2013) D - E 0 -1926
Top chord 4x2 SP #2 N
Bot chord 02 SP #2 N Maximum Bot Chord Forces Per Ply (lbs)
Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC R - O 1132 0 N . M 1772 0
O- P 1772 0 M- L 1772 0
Plating Notes P-0 1772 0 L- K 1132 0
All plates are 3X4 except as noted. O - N 1926 0
Additional Notes Maximum Web Forces Per Ply (Ibs)
2x6 #3 HEM -FIR or better continuous strongback Webs Tens Comp. Webs Tens. Comp
Attach to each truss where shown with 3-10d Box or
A - S 0 - 822 N - F 453 49Gunnails (0 128" x3",min.). Strongback material to n 1W1i1r trtlprrrrhrprrr A - R 912 0 F - L 0 489besuppliedbyerectioncontractor. M W
Truss must be installed as shown with top chord up. P`:.;' /f'%,r
R • B 0 -890 L - G 512 0
e.• •.. 'j' 6 B • O 512 0 G - K 0 890
E St. . i '.. O - C 0 •489 K • H 912 0
1 aV' : ' ` •• C-0 453 •49 H - J 0 822
o.708 1 _
o t• SAT O F
COA #0°D1g IVDA w,
N.
r',
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin , handling, shlnDin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) handling, safety radices prior to performing these functions. Installers shall provide temporary
brawn er BGSI, Unless noted o erwise,top chord shall have property attached structural sheathin and bottom chord shall havra proper
attacha,
dDn id Ceilin .Locations Shown for ermanent lateral restraint f webs shall have br8ona ins Iled p r BCSI sections B3, 7 or 6610
as appllcabte. Applgy eulatees to each face, ofpruss and position as shown above and on the JoinfDetails, unless noted otherwise Refer to
ALPINEdrawings160A -Z for stanuard plate positions.
Alpine, a division of ITW B1 ildl'n CCompongnts GrOuu In shall not be responsible for any deviation from this dr win all failure to build the u,mvooww rtrussInconformancewithAN11P11, or for handur 1 shipping, installatldn and braving of truss sA eal on this dr wing or cover page 2400 lake Orange Dr. listingthis drawing indicates acceptance of
proc"essiona0
an ineerinq res ons III lit sr solelY for the des i n shown. The sulfaltili Suite 150andseofthisOiawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSIfFPI1S$c.2.
ty
Orlando FL. 32837Formoreinformationseethisjob's general notes page and these web sues' ALPINE www al neitw corn, TPI www. 'nst.or : SBCA www sbcindus .com; ICC: www.t=afe or
Job Number: N333522 Ply 1 SEAN: 1636 / T4 / SY42 Cusl: RR8975 JRef' 1W9T89750144
FLORIDA TEEN BUILDERS Qly' t FROM' RDG DrwNo 093 18 1531.51408
Truss Label: FT2GE I KM / WHK 04/03/2018
i -2—i2 -I
eFi
13'5.12 1
2'11---}-• IL--(
T'P)
3x4 a2X4
A a C D E F G H 1 J K LM
Loading Criteria (psr) Wind Criteria
TCLL: 40.00 Wind Std: ASCE 7-10
TCDL: 10.00 Speed 150 mph
BCLL 0.00 Enclosure, Closed
BCDL. 5.00 Risk Category. II
BC: From 10 plf at
EXP: C
Des Ld. 55.00 Mean Height 15.00 ft
NCBCLL' 10.00 TCDL 4 2 psf
Soffit: 2.00 BCDL 3.0 psf
Load Duration' 1 00 MWFRS Parallel Dist' 0 to h/2
Spacing 24 0 " C&C Dist a. 3.00 it
Plate Type(s)
Loc. from endwall: Any
WAVE
GCpi: 0.18
Wind Duration' 1.00
Value Set: 138 (Effective 6/1/2013)
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #2 N
Webs 4x2 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1 00)
TC. From 291 pit at 0.00 to 350 pit at 5.88
TC: From 387 pit at 5.88 to 387 pit at 942
TC From 350 plf at 9 42 to 291 pit at 15.29
BC: From 10 plf at 0.00 to 10 plf at 1529
TC 324 Ib Conc. Load at 0 04,15.29
Bldg Code: FBC 61h.ed 201
Plating Notes
All plates are 1 5X3 except as noted
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See ANSIrrPI 1 Sect 7 for additional bracing
requirements. Bracing material to be supplied by
erection contractor.
Truss must be installed as shown with top chord up
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
Pg. NA Ct: NA CAT: NA PP Deflection in loc Udefl U#
Pf: NA Ce NA VERT(LL): 0.002 B 999 360
Lu: NA Cs' NA VERT(TL): 0.008 B 999 240
Snow Duration NA HORZ(LL): 0.001 AA - -
E - W
HORZ( L): 0.002 AA
Code / Misc Criteria Creep Factor 2 0
Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.424
TPI Std: 2014 Max BC CSI 0.030
Rep Factors Used Yes Max Web CSI. 0.257
FT/RT:20(0)/10(0)
67 -519
Plate Type(s)
58
WAVE VIEW Ver: 17 02.01A.1115,21
H. iP,,,......,!t,Q
o. 708 1
coA S/ONAI.
pMrNr11W1
04/03/2018
Maximum Reactions (Ibs), or'=PLF
Loc R / U / Rw / Rh / RL /W
O' 382 /31 /31 /- /- /186
Wind reactions based on MWFRS
O Min Brg Width Req = -
Bearing AA is a rigid surface.
Bearing AA requires a seat plate.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp Webs Tens. Comp
A -AA 23 -405 Z - B 82 -449
Maximum Gable Forces Per Ply (Ibs)
Gables Tens Comp. Gables Tens. Comp
C - Y 72 -431 H - T 67 482
D - X 67 -440 I - S 67 445
E - W 67 .477 J - R 69 424
F -V 67 -518 K -Q 81 434
G -U 67 -519 L -P 58 386
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
9uire extreme care in fa ncating, handltn shi, ininstalling,and bracing. ,Refer to and iQllow the latest edition of BCSI (Building9SafetyInformation, by TPI an SBCA) t i sa ery practices prior to performing these functions. Installers shall arovide to porary
gBCSI., Unless noted olnenvise,toop chord shallghaI properly attache structural aheagt ing and pf rRC I sect%ns g3v B poroperl_y
slid
ceihn . ocabons shown for f ermanent lat ral restraint bf webs s all have brJ anrDnsrdlled r
d
B1v
e. Ap y plates to each face o truss and position as shown above and on the oln etails, un ess note othervvlse Refer to
60A -Z 1gr stantlaid plate positions
a division of
n rl 1, or tor n
acceptance
any sructure
shall not failure to build the
I or cover pae
n. The sui ability
A IPLNE
MlInYl:p1111JfI
2400 Lake Orange Dr,
Suite 150
Orlando FL, 32837
Job Number: N333522 ply t SEON 1637 / T10 / SY42 Cust: R R8975 JRef 1 W9T89750144
FLORIDA TEEN BUILDERS Oly. 4 FROM: RDG DrwNo 093.18 1531 48773
Truss Label: FT3 KM / WHK 04/032018
6'10"81 15'212
6'10"8 1 17"4 6'9"
4"8
2'6" --I-- 7612 —+ 1'4"8 -{ F-1'4"8 +,— 2.612
T'P)
4X6
1.5X3 1111.5X3 1111.5X3 =4X6
A B C D E F G H
I`"IR _ 0 P 0 N M L K J III
1.5X3 =4X4 1111.5X3 1111.5X3 =4X4 1112X4
1112X4
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shipping, installing and bracinu. Refer to and follow the latest edition of
olherwise,top chord shall have pro attached structural sheathingg and bottom ord shall hav a properly
I shown for ermanent lateral restr81nt f webs shall hav braaGn nslalled p r 6C I secoons $3, 7 or 1310, ach face opitruss and position as shown above and on the Joint9aetails, unless noted otherwise. Refer to
ALPINEfatepositions.
ompontnt Groyp Ink shall not be responsible for any deviation from this drawirrrtq an failure to build the 0
11, or or anCdliAAg, s iDpin ,Inst Ilan n an braGng o(trussesA eat on this dr wi or cover pa e , , 2400 Lake Orange Dr. acceptance of proTesslonar en the nnq responslbilriv sole tiSor the desfan shown. The suiCablllty Suite t5oanystructureIsaresponsibifitoffileBuildingDestgerpeANSIITPI1c.2.
rral notes a e an0 these web sites ALPINE www al nerNv cOm, TPI www.l 'nst.Or : SBCA: www.sDfJndub .wm; ICC www itcsale pAandO FL, 32637
15'2"12
Loading Criteria (psq Wind Criteria Snow Criteria (P9,1211 in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL: 40.00 Wind Std: NA Pg, NA Ct: NA CAT, NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL W
TCDL, 1000 Speed, NA mph Pf NA Ce NA VERT(LL): 0 115 E 999 360 R 831 / • / - I - / - 72
BCLL 0 00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.221E 999 240 I 831 / - / - / - / - 35
BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.023 J - R Min Brg Width Req = 1 5
EXP NA
Des Ld: 55.00 HORZ L 0.033 BT ) I Min Br Width Re 1.5gq =
NCBCLL: 10.00
Mean Height: NA ft
Code I Misc Criteria Creep Factor 2.0 Bearings R 8 I are a rigid surface
TCDL- NA fist
Soffit: 2.00 BCDL. NA psf BldgCode: FBC 6th.ed 201 Max TC CSI 0 512 Bearing R requires a seat plate.
Load Duration 1.00 MWFRS Parallel Dist: NA TPI Std. 2014 Max BC CSI: 0.769
Members not listed have forces less than
Spacing: 24.0 " C&C Dist a: NA ft Re Factors Used: Yes Max Web CSI: 0.428P Maximum Top Chord Forces Per Ply (Ibs) s)
Loc from endwall: NA FT/RT:12(0)/10(0) Chords Tens.Comp Chords Tens. Comp.
I NA GCpr NA Plate Type(s):
Wind Duration: NA WAVE VIEW Ver: 17.02.01A 1115.21 A - B 0 -564 E • F 0 -1875
B- C 0 -1430 F- G 0 -1430
Lumber C -D 0-1875 G•H 0 -562
Value Set: 13B (Effective 6/1/2013) D - E 0 -1880
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs)
Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC 0 - P 1116 0 M - L 1738 0
P-0 1738 0 L- K 1738 0
Plating Notes 0- N 1738 0 K- J 1115 0
All plates are 3X4 except as noted N - M 1880 0
Additional Notes Maximum Web Forces Per Ply (lbs)
2x6 #3 HEM -FIR or better continuous strongback. Webs Tens.Comp. Webs Tens. Comp
Attach to each truss where shown with 3-10d Box or
Gun nails (0.128"x3",min ) Strongback material toMtn ttflfurrrr,rr rr
A - R 0 -812 M - F 425 59
be supplied by erection contractor W A - O 899 0 F - K 0 475
Truss must be installed as shown with top chord up O - B 0 •876 K • G 500 0
B• P 499 0 G• J 0 878
3 Y•i•; CjE S . i P - C 0 -476 J - H 896 0
C - N 425 -59 H-1 0 807
0.708
a't• SAT O '
wf"
o
X,0 ( 1 ...
G.
4
sS..... ONAIcoAao, 4MrMnrWt
04/03/2018
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling, shipping, installing and bracinu. Refer to and follow the latest edition of
olherwise,top chord shall have pro attached structural sheathingg and bottom ord shall hav a properly
I shown for ermanent lateral restr81nt f webs shall hav braaGn nslalled p r 6C I secoons $3, 7 or 1310, ach face opitruss and position as shown above and on the Joint9aetails, unless noted otherwise. Refer to
ALPINEfatepositions.
ompontnt Groyp Ink shall not be responsible for any deviation from this drawirrrtq an failure to build the 0
11, or or anCdliAAg, s iDpin ,Inst Ilan n an braGng o(trussesA eat on this dr wi or cover pa e , , 2400 Lake Orange Dr. acceptance of proTesslonar en the nnq responslbilriv sole tiSor the desfan shown. The suiCablllty Suite t5oanystructureIsaresponsibifitoffileBuildingDestgerpeANSIITPI1c.2.
rral notes a e an0 these web sites ALPINE www al nerNv cOm, TPI www.l 'nst.Or : SBCA: www.sDfJndub .wm; ICC www itcsale pAandO FL, 32637
Job Number: N333522
FLORIDA TEEN BUILDERS
Truss Label: FT3G
Py1 IFROMSEON. 1638 / T5 / SY42
I
CushR R8975 JRef' 1 W9T89750144
Qty.1 RDG DrwNo' 093.18 1531.47852
KM / WHK 04/03/2018
6'10"8 8'512 11'1"4 15'2"12
6'10"8 1,7,4 27"8 4'1"8
E ' {-- 2'6" ---- 2'6"12 —+ 1'4"8 - { 1 1
NP)
1.5X3 =4X4 =06 1111.5X3 11115X3 =3X4 1112X4 =06
A B C D E F G H I
T yz
Maximum Reactions (Ibs)
0 -478
SO
Loc R / U / Rw / Rh / RL W
Pf: NA Ce: NA
II
R 1442 / _ / _ / - / _
R
Lu: NA Cs: NA VERT(TL)' 0.368 E 574 240
1 5X3
3.5
Snow Duration NA
1112X4
Loading Criteria (psq
TCLL 4000
TCDL: 10.00
BCLL: 0.00
BCDL: 500
Des Ld: 55 00
NCBCLL: 10.00
Soffit 200
Load Duration 1 00
Spacing 24 0 "
Wind Criteria
Wind Std' NA
Speed: NA mph
Enclosure: NA
Category. NA
EXP NA
Mean Height: NA K
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
Value Set. 13B (Effective 6/1/2013)
Top chord 4x2 SP #1
Bot chord 4x2 SP 2400f-2.OE
Webs 4x2 SP #3
Lumber value set "13B" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur Fac.=1 00 / Plate Dur.Fac =1.00)
TC. From 180 pit at 0 00 to 180 pit at 8.48
TC: From 100 plf at 8.48 to 100 pit at 15.10
BC: From 10 pit at 0.00 to 10 plf at 15.10
TC' 465 Ib Conc Load at 11 13
Plating Notes
All plates are 6X6 except as noted.
Additional Notes
2x6 #3 HEM -FIR or better continuous strongback
Attach to each truss where shown with 3-1 Od Box or
Gun nails (0.128"xW,min.). Strongback material to
be supplied by erection contractor.
Truss must be installed as shown with top chord up.
4X4 1111.5OX3 =4X4 =3X4 =4X10 =5X8 11121X4
15'2"12
Snow Criteria (Pg,Pr in PSF) Def11CS1 Criteria Maximum Reactions (Ibs)
0 -478
Pg: NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W
Pf: NA Ce: NA VERT(LL): 0.242 E 723 360 R 1442 / _ / _ / - / _ 7.2
Lu: NA Cs: NA VERT(TL)' 0.368 E 574 240 J 1670 I - / - / - / - 3.5
Snow Duration NA HORZ(LL)' 0.030 B - R Min Brg Width Req = 1.5
K-1 1826 0
HORZ(TL) 0 038 B J Min Big Width Req = 1.5
1-1
Code / Misc Criteria Creep Factor: 2.0 Bearings R & J are a rigid surface.
Bldg Code: FBC 6th.ed 201 Max TC CSI. 0.897 Bearing R requires a seat plate.
TPI Std* 2014 Max BC CSP 0 693
Rep Factors Used: Yes Max Web CSI 0 869 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT:10(0) Chords Tens Comp Chords Tens. Comp.
Plate Type(s):
WAVE VIEW Ver: 17.02 01A 1115.21 A - B 0 -973 E - F 0 -3286
B -C 0-2484 F -G 0 -3123
C -D 0 -3272 G -H 0 -3123
D -E 0 -3287 H -I 0 -1146
p SAT O
X, Oi: NNALCOA #0°lh$rrnenrwl w'•
04/03/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens Comp
O- P 1942 0 N- M 3287 0
P-0 3027 0 M- L 3353 0
O- N 3027 0 L- K 2302 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A -R 0-1411 F -L 0 -478
A-0 1552 0 G- L 0 -578
0-13 0 -1538 L- H 1233 0
B- P 883 0 H- K 0 -1836
P- C 0 .846 K-1 1826 0
C -N 859 0 1-1 0 -1624
N - D 0 -427
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating h ndlin shipg in8talling.and bracin/q Refer to and follow the latest edition of BCSI (BuildingtSfeInformation, by TPI an 'S CA fbr safety Dractices prior to perfo ming these functions Installers shall provide temporary
B6SI Unless noted olherwise,top chord shall have proRer1gy attached structural shgathin9 and bottorr22 hord shall have a properly
l id ceilin .Locations shown for permanent lateral restrTint Of w bs shall hav brawn installed p r BC I sections B3, B7 or 810,
e. Apploy pplat s to each face. of truss and position as shown above and on tt a Jointi Details, unless notes otherwise. Refer to
60A -Z for s an ard plate positions
a division of
any
his drawing an failure to build the
on thrg drawiXg or cover pa
Lege
design shown. The
sui9
bility
ALPINENE
N+iiw[pMr•NY
2400 Lake Orange Dr
Suite 150
Orlando FL, 32837
Job Number, N333522
FLORIDA TEEN BUILDERS
Truss Label: FT4
T12
1
12
Ply. I SEON. 1639
O y. 2 I FROM: RDG !
T57 / SY42
I KM
No/
R8975
93. 8.15 1.48
569e50t44
6'10"8 97'12 + 14'10"12
6'10"8 2'5"4 57'
4"8
f {-- 2,6.. --}-- 2'6"12 --{— 1'4"8
TYP)
4X6
1 5Xr3
B =
3X4 III 1.5DX3
L— q
1114X6
E FG HI
1
5X31 R =4XG4
P
1111 5OX3
N
1111.5X3
L =
4X4 1111.5X3
1112X4
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
Des Ld. 55.00
EXP: NA
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
Value Ser 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #1
Webs 4x2 SP #3
Lumber value set "138" uses design values
approved 1/30/2013 by ALSC
Plating Notes
All plates are 3X3 except as noted.
Additional Notes
i 2x6 #3 HEM -FIR or better continuous strongback.
Attach to each truss where shown with 3-10d Box or
Gun nails (0.128"xX%min.). Strongback material to
be supplied by erection contractor
Truss must be installed as shown with top chord up.
3-
T
i
e1••'•.•
14'10"12
Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg NA Cl: NA CAT. NA PP Deflection in loc Udell L/# Loc R /L) / Rw / Rh / RL W
Pf: NA Ce, NA VERT(LL): 0 159 D 999 360 R 817 / - / - / - / - 17.3
Lu: NA Cs- NA VERT(TL): 0.349 D 678 240 H 804 / - / - / • / • 3.5
Snow Duration: NA HORZ(LL): 0.035 B - R Min Big Width Req = 1.5
HORZ(TL): 0.055 B H Min Brg Width Req = 1 5
Code I Misc Criteria Creep Factor, 2 0 Bearings R 8 H are a rigid surface.
Bldg Code: FBC 6th.ed 201 Max TC CSI- 0 849 Bearing R requires a seat plate
TPI Std: 2014 Max BC CSI 0 828
Rep Factors Used Yes Max Web CSI: 0.456
Members not fisted have forces less than 375#
Maximum Top Chord Fortes Per Ply (Ibs)
FT/RT:12(0)/10(0) Chords Tens Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VIEW Ver 17 02 01A 1115.21 A -B 0 -552 E - F 0 -1482
B -C 0 -1396 F -G 0 -596
C -D 0-1783 G•H 0 -641
D -E 0 -1789
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp
O- P 1093 0 N- M 1789 0
P-0 1700 0 M- L 1785 0
O- N 1700 0 L- K 1198 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A -R 0 -798 C -N 410 -110
p11111111117tlrlhryr
A-0 881 0 E - L 0 -575
ry•
O- B 0 •858 L - F 461 0
P y
ii
B- P 482 0 F - K 0 -884
P -C 0 •466 K•H 958 0
3 o•J,(,E s:
0.708 1
SAT O
coA ao NAL
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingg, shippin installing,and bracing. , Refer to and follow the latest editien of BCSI (BuildingComponentSfetyInformation, by TPI an BCA) rOr safety raclices prior to performing these functions. Installers shall provide temporary
bracin Der BSI _Unless noted olherwrse,top chord shall have proD.erly attached structural sheathrn and bottom chord shall have a Oro pelr y
attacha rigid ceilrn . Locations shown forpermanent lateral restraint 6f wpbs shall have braunq installed pgr SCSI sections B3, B7 or BtO,
as app Ica a Appy Dfates to each face o truss and position as shown above and on the orn Details, un ess not otherwise. Refer to A LPI N Edrawings160 -Z for standard plate positrons.
Alpine, a division of ITW BUit 11ng CCompon ntS Group In shall not be responsible for any deviation from this dr8win af y failure to build the „,n„o,,,w„ I ss rn coniormance with A 51lfPl(nor handlrrfg shipping, rnstallatrdn and bracin of trussesA ear on chi; dr wiitg or cover p ge , , 2400 Lake Orange Dr.
listing this ilrawinq indica es acceptance qi proTessionar en ineerinq respons biliN sole or the desr n shown. The su Wbrhty Suite t50andarseofthisyawingoranystructurersaresponsibilitoftheBuildingDesignerpeANSIffPI1Sc.2.
For more intormabon ses trns ob's enerar notes a and these web sites ALPINE www.ar menw.com, TPI: www 'nsl or ;SBCA www.sbdndus .win: ICC www ictsat0 org Orlando FL. 32837
Job Number: N333522
FLORIDA TEEN BUILDERS
Truss Label: FT5
T
Co
I
Ply 1 SEON• 1640 / T7 / SY42 Cust•RR8975JRef• 1W9T89750144
01y' S FROM- ROG DrwNo- 093 18 1531 49801
KM / WHK 04/03/2018
56" 7'3"4 11'4"12
5'6"
1
1,9"4 4'1"8
TYP)
3X6 = 3X4
1.5X3 = 3X4 = 3X4 1111.5X3 = 3X4 =1.5X3
A B C D E F
1I5X3IN =
3X4 =3X4 1111.5X3 =3X4 =3X4
IH
1112X4
11'4"12
Loading Criteria (psn Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL. 40.00 Wind Std: NA Pg, NA Ct: NA CAT: NA PP Deflection In loc Udell L/# Loc R /U / Rw / Rh / RL /W
N 620 / - / - I - / - /73TCDL: 10.00 Speed, NA mph Pf NA Ce: NA VERT(LL) 0.079 C 999 360
BCLL: 0.00 Enclosure: NA Lu: NA Cs. NA VERT(TL) 0.173 C 999 240 H 607 / - / - I - / - /35
BCDL: 500 Category, NA Snow Duration: NA HORZ(LL) 0.021 B - N Min Brg Width Req = 1.5
Des Ld: 55.00
EXP, NA
erection contractor.
HORZ L 0.033 B H Min Br Width Re 1.5gq
Code / Misc CriteriaNCBCLL: 10.00
Mean Height: NA ft
Creep Factor, 2 0 Bearings N & H are a rigid surface.
Soffit. 2.00
TCDL: NA psf
BCDL NA psf Bldg Code FBC 61h.ed 201 Max 7C CSI 0612 Bearing N requires a seat I9qpate.
Load Duration 1 00 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSI: 0.758
Members not listed have forces less than 375#
Spacing: 24.0 " C&C Dist a: NA ft Re Factors Used: Yesp Max Web CSI: 0.300
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: NA FT/R7:12(0)/10(0) Chords Tens.Comp. Chords Tens Comp.
I: NA GCpi. NA Plate Type(s)
VIEW Ver: 17.02.01A 1115.21 A - B 0 -394 D - E 0 -994
B -C 0 -917 E -F 0 -381
Wind Duration: NA WAVE
Lumber
C -D 0-1001
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 4x2 SP #2 N Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP #3
Lumber value set "1313" uses design values M - L 779 0 K - J 1001 0
approved 1/30/2013 by ALSC L - K 1004 0 J-1 770 0
Additional Notes Maximum Web Forces Per Ply (Ibs)
See ANSI/TPI 1 Sect 7 for additional bracing Webs Tens Comp Webs Tens Comp.
requirements. Bracing material to be supplied by
erection contractor. A - N 0 -602 E - I 0 -618
Truss must be installed as shown with top chord up.
A-10 629 0 I - F 606 0
M-13 0 -612 F - H 0 -557
o........ J - E 445 0
e.•.
Soo
o. 708 1
ot SAT O Q
COAa4 ONAI.
rlr rnonla 1T
04/032018
IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatina. handling, shippina. mstallinp and bracma. Refer to and follow the latest edition of
otnermse,top cnoro snail nave pro a anacneo structurai sneatning ano D01110M noro snail nave a pro erl
shown for ermanent lateral restr int f webs shall hav brepnsl installed p r BG Ise cbons $3, 137 or 10Yachface_ of truss and position as shown above and on tI a JoinrDetails, unPfess noted otherwise. Refer to
ate positions. ALPINE
omponents Group InC shall not be re ponsiple for any deviation from this dr wing any failure to build the .,,m„,,„n
11, or for handlufq, shiDpinq, inst llatidn and bracing gf,irussesA eat on th; dr8wiitg or cover page 2400 Lake Orange Dr. acceD ance qt ProTessionar een ineerin9 responsibilitty solellyv or the desi n shown. The suitability
any structure is the responsibflit of the Building DesigiSer perANSIlfPI 1 5 c.2. Suite 150
rai noes a ano these web sites ALPINE• www al neitw comTPI: www.t mar or ; SBCA• www abdntlust .tom; ICC: www.mtsale.or Orlando FL. 32837
Job Number. N333522 Ply: 1 SEON 1641 / T2 / SY42 Cust RR8975JRef 1W9T89750144
FLORIDA TEEN BUILDERS Oly 1 FROM RDG DrwNo' 093 18 1531 48741
Truss Label. FT6 I I I KM / WHK 04/03/2018
Loading Criteria (pst) Wind Criteria
56"
Wind Std NA
7'0"12 11'4"8
11
BCLL 000 Enclosure NA
BCDL. 5.00
5'6" 1'6"12+ 4'3"
124.
Mean Height: NA it
NCBCLL' 10 00 TCDL. NA pal
F-4-2-15" -'i
BCDL NA psi
1i' 32 'i F '
Spacing 24 0 " C&C Dist a: NA it
G Min Big Width Req = 1.5
TYP)
Code / Misc Criteria
1• NA GCpi NA
Bearings O & G are a rigid surface
Wind Duration NA
Lumber
Max TC CSI: 0 639
3X6
Top chord 4x2 SP #2 N
3X3
Bot chord 4x2 SP #2 N
Webs 4x2 SP #3
Rep Factors Used. Yes
15X3 =3X4 3X4 1111.5X3 =3X3 1113X6
See ANSIlTPI 1 Sect 7 for additional bracing
requirements. Bracing material to be supplied by
erection contractor
A B C D EF GH
T
WAVE VIEW Ver: 17 02 01A 1115 21 A-8 0 -398 D - E 0 -1020
B -C 0 •929 E - F 0 •406
C -D 0-1026 F -G 0 -448
1 i
O N M L K J I
5X3 =
3X4 3X4 III 1.5X3 3X4 = 3X4 1111.5X3
Loading Criteria (pst) Wind Criteria
TCLL. 40.00 Wind Std NA
TCDL. 1000 Speed NA mph
BCLL 000 Enclosure NA
BCDL. 5.00 Category: NA
Des Ld. 55.00
EXP NA
Lu: NA Cs: NA
Mean Height: NA it
NCBCLL' 10 00 TCDL. NA pal
Soft: 2.00 BCDL NA psi
Load Duration: 1.00 MWFRS Parallel Dist, NA
Spacing 24 0 " C&C Dist a: NA it
G Min Big Width Req = 1.5
Loc from endwall NA
Code / Misc Criteria
1• NA GCpi NA
Bearings O & G are a rigid surface
Wind Duration NA
Lumber
Max TC CSI: 0 639
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N
TPI Std 2014
Bot chord 4x2 SP #2 N
Webs 4x2 SP #3
Rep Factors Used. Yes
Lumber value set 1313" 3B" uses design values
approved 1/30/2013 by ALSC
Additional Notes
See ANSIlTPI 1 Sect 7 for additional bracing
requirements. Bracing material to be supplied by
erection contractor
Truss must be installed as shown with top chord up.
Snow Criteria (Pg,Pf in PSF) Def /CSI Criteria Maximum Reactions (Ibs)
Pg NA Cl- NA CAT- NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W
Pf NA Ce NA VERT(LL) 0 077 L 999 360 O 625 / - / - / - / - 73
Lu: NA Cs: NA VERT( L). 0.154 C 999 240 G 610 / • / • / • / - 3.3
Snow Duration- NA HORZ(LL)- 0 018 B - O Min Big Width Req = 1 5
HORZ(TL): 0.029 B G Min Big Width Req = 1.5
Code / Misc Criteria Creep Factor 2 0 Bearings O & G are a rigid surface
Bldg Code. FBC 6th ed 201 Max TC CSI: 0 639 Bearing O requires a seat plate
TPI Std 2014 Max BC CSI 0 698
Rep Factors Used. Yes Max Web CSI: 0 319
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens. Comp.
Plate Type(s):
WAVE VIEW Ver: 17 02 01A 1115 21 A-8 0 -398 D - E 0 -1020
B -C 0 •929 E - F 0 •406
C -D 0-1026 F -G 0 -448
H.
0.7+08 1
It
S AT O
CO a
P. F '•••....,.... •
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10NALON
MblNerprrwl*
04/03/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
N -M 785 0 L -K 1026 0
M -L 1028 0 K -J 851 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A-0 0- 607 K- E 377 0
A- N 635 0 E- J 0 -640
N -B 0 -616 J -G 669 0
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shi ping, Installing and braclnp Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an u SBCA) fur safety practices prior to perfo ming these functions. Installers shall provide temporal
bracing per SCSI. Unless noted olherwise,to chord shall have roper v attached structural sheathing and boriorr hord shall have a roper
ariachLd ripld cellln tions shown for permanent lateral restr3lntml webs shall hav bracing ns.1 lied per BCSI ctlons 83, B7 or 810y
as app11caple App jr places to each face. of truss and position as shown above and on tfte Joinr etalls, unless note otherwlse. Refer to
drawings 160A -Z for standard plate positions. ALPINE
Alpine, a division of ITW Build 11ng om on ntgS GrppuDp In shall not be responslple for anydeviation from this dr win%,an failure to build the
truss In conformance with AN51lf 1 1, r or handhrsq shipping, Inst IIat10n and bracing flrussesA real on thi; dr win or over page, , 2400 Lake Orange
Dry
sting this drawing,indicates acceptance of pproTessionar en Ineed res onsibllit rr sole) t or the des lgn shown. he suiTabrll
Suite 150anduseofthisawingforanystructureistheresponsibilityoftheBuildingDesignerpeANSIITPI1S8c.2.
For more information see thisjob's general notes page and these web sites ALPINE: www al 'neitmeom; TPI: www t cost orp: SBCA: www sbundus .com, ICC, www iccsafe org Orlando FL, 32837
Job Number: N333522 Py 1 SEON: 1642 / T1 / SY42 Cush R R8975 JRef- 1 W9T89750144
FLORIDA TEEN BUILDERS Oly: 10 FROM RDG DrwNo: 093 18 1531.48461
Truss Label: FT7 I KM / WHK 04/03/2018
5'6"7'1"2 11'4"10
5'6" {' 1'7"2
T
4'3"8
2'6"
TYP)
3X6 = 3X3
1.5X3 = 3X4 = 3X4 1111.5X3 = 3X3
A B C D EF
11'4"10
Loading Criteria (psi) Wind Criteria
T
Snow Criteria (P9,P1 in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
1
TCLL: 4000 Wind Std: NA
O N
1.5X3 =
3X4
1112X4
11'4"10
Loading Criteria (psi) Wind Criteria Snow Criteria (P9,P1 in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL: 4000 Wind Std: NA Pg' NA Ct. NA CAT. NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL W
TCDL: 1000 Speed, NA mph Pf NA Ce: NA VERT(LL): 0.078 L 999 360 O 626 / • I • I • I • 7.2
BCLL: 0.00 Enclosure: NA Lu, NA Cs- NA VERT(TL): 0.157 C 999 240 G 609 / • I • l - I • 30
BCDL. 5.00 Category: NA Snow Duration, NA HORZ(LL)- 0 018 B - O Min Brg Width Req = 1.5
Des Ld. 55.00
EXP. NA
HORZ(TL): 0.029 B - - G Min Brg Width Req = 1.5
NCBCLL: 10.00
Mean Height: NA ft
Code I Misc Criteria Creep Factor: 2.0 Bearings O & G are a rigid surface.
Soffit 2.00
TCDL: NA psi
BCDL: NA psi Bldg Code: FBC 6th ed 201 Max TC CSI: 0.643 Bearing O requires a seat I9qpate.
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std. 2014 Max BC CSI: 0705
Members not listed have forces less than 375#
Spacing: 24 0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.320
Maximum Top Chord Forces Per Ply (lbs)
Loc. from endwall NA FT/RT:12(0)/10(0) Chords Tens.Comp Chords Tens Comp.
I. NA GCpi. NA Plate Type(s)
Wind Duration: NA WAVE VIEW Ver: 17.02 01A 1115.21 A - B 0 -399 D - E 0 -1025
Lumber
B- C 0 -933 E- F 0 -403
C -D 0 -1031 F -G 0 -449
Value Set: 13B (Effective 6/1/2013)
Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 4x2 SP #2 N Chords Tens.Comp. Chords Tens Comp.
Webs 4x2 SP #3
Lumber value set "13B" uses design values N - M 788 0 L - K 1031 0
approved 1/30/2013 by ALSC M - L 1033 0 K - J 854 0
Additional Notes Maximum Web Forces Per Ply (Ibs)
See ANSIITPI 1 Sect 7 for additional bracing Webs Tens Comp. Webs Tens. Comp
requirements Bracing material to be supplied by
erection contractor A-0 0- 609 K• E 381 0
Truss must be installed as shown with top chord up.
A - N 637 0 E - J 0 -642
N - B 0 -618 J -G 672 0
IMPORTANT" FURNISH THIS
any
ral n
So
r
1:
0.708 1
SAT O Q4, r
etc ....,...••• G
COA #%94,1NAIL
j,
o
04/03/2018
LOW ALL NOTES ON THIS DRAWING!
TO ALL CONTRACTORS INCLUDING THE INSTALLERS
ping, installing; and bracing. Refer to and follow the latest e of
failure to build the
1 or cover pa e
It. The sutgbility
ALPINE
M"We warn
2400 Lake Orange Dr
Suite 150
Orlando FL. 32837
Job Number,
N333522I
Ply. 1 I
SEON. 1643 / T13 / SY42
I
Cush R R8975 JRef- 1 W9T89750144
FLORIDA TEEN BUILDERS Oty. 1 FROM. RDG DnvNo' 093.18 1531 47617
Truss Label: FT7GE KM / WHK 04/03/2018
i' 11'
89"
14"1 4
6 29 `12'2"12 2'33" 6 1'7'
I- 1'3" -I A
4" 1'2"12 9"14
F I ---I 11'2`8 -I I-- --I I- 1'3` -I I--1.7.. _-I I- 1,2-2 1.2..6 -I
Loading Criteria (psf) Wind Criteria
TCLL 40.00 Wind Std ASCE 7-10
a 3x3
Speed. 150 mph
BCLL: 0.00
4X4 11104 1113X4 3X3 1113X6 =6X6
EXP. C
Des Ld: 55.00
A B C D E F G H 1 J K
BCDL: 3.0 psf
T
MWFRS Parallel Dist: 0 to h/2
Spacing: 24 0 " C&C Dist a: 3.00 ft
Loc from endwall: Any
m
GCpi: 0.18
Wind Duration: 1.00
P O N M L
T S R O 104X4 s 6X6
1112X4 3X4
t 5'3"14 j- 6'1"
11'4"14
Loading Criteria (psf) Wind Criteria
TCLL 40.00 Wind Std ASCE 7-10
TCDL: 10.00 Speed. 150 mph
BCLL: 0.00 Enclosure: Closed
BCDL- 5.00 Risk Category. 11
EXP. C
Des Ld: 55.00 Mean Height: 15.00 fl
NCBCLL 10.00 TCDL 4 2 psf
Soffit: 2.00 BCDL: 3.0 psf
Load Duration: 1.00 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: 1.00
Lumber
Value Set, 13B (Effective 6/1/2013)
Top chord 4x2 SP #1 .T2 4x2 SP #2 N:
Bot chord 02 SP #2 N
Webs 4x2 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur Fac.=1.00 / Plate Dur.Fac.=1.00)
TC. From 291 plf at 0.00 to 350 pit at 5.88
TC From 387 pif at 5.88 to 387 pIf at 11.28
BC: From 10 pif at 0.00 to 10 plf at 10.97
Plating Notes
All plates are 1.5X3 except as noted
Wind
Wind loads based on MWFRS with additional C&C
member design
Additional Notes
See ANSI/TPI 1 Sect 7 for additional bracing
requirements Bracing material to be supplied by
erection contractor
Provide for complete drainage of roof.
Truss must be installed as shown with top chord up.
Snow Criteria (P9,PI 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 61h ed
TPI Std: 2014
Rep Factors Used, Yes
FT/RT-20(0)/10(0)
Plate Type(s):
WAVE
Deft/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.053 N 999 360
VERT(TL): 0.213 N 554 240
HORZ(LL)' -0.011 J - -
HORZ( L): 0.026 J
Creep Factor 2.0
Max TC CSI, 0 881
Max BC CSI. 0.908
Max Web CSI: 0 760
Maximum Reactions (Ibs), or •=PLF
Loc R /U /Rw /Rh /RL /W
T' 316 /29 /30 /- I- /60.7
P 1158 /99 /95 /- /- /6.4
J 1330 /112 /102 /- /- /3.2
Wind reactions based on MWFRS
T Min Brg Width Req = -
P Min Brg Width Req = 1.5
J Min Brg Width Req = 1.5
Bearings T, P. & J are a rigid surface.
Bearings T & P require a seat plate.
Members not listed have forces less than 375#
VIEW Ver: 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens Comp Chords Tens. Comp.
E - F 220 -1200 H-1 211 -1099
F - G 226 -1233 I - J 204 -1069
G - H 205 -1076
i
i 0.7108 1
S T O •Q
4.
s,S...,....
COA # 0 AL
04/03/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING'
any
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
P-0 420 -86 N - M 1238 - 227
O - N 1233 -226
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
A - T 119 -655 E-0 1239 -214
A - S 576 -117 O - F 135 -824
S-13 116 -453 M - J 1597 -305
P - E 203 -1200
Maximum Gable Forces Per Ply (Ibs)
Gables Tens Comp. Gables Tens Comp
C - R 94 -425 I - M 184 -913
D - Q 80 -444
INSTALLERS
Dw the latest edition of BCSI (Building
1s Installers shall provide terhporary
nd bottQrt word shall have a
propery
led p r BG51 sections $3, B7 or 810.
1. unless noted otherwise Refer to
failure to build the
1 orover pa
n. he sui ility
ALPINENE
i "*c wur
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number: N333522 Py. 1 SEON: 1644 / T3 / SY42 Cusl' R R8975 JRef' 1 W9T89750144
FLORIDA TEEN BUILDERS Oty. 1 FROM RDGI Dr No'
10
3 8 1531145102018TrussLabel, FT8G
Loading Criteria (psr)
TCLL: 40.00
TCDL 1000
BCLL 000
BCDL. 5.00
Des Ld: 55.00
NCBCLL. 1000
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 It
TCDL NA psi
BCDL. NA list
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 02 SP #2 N
Bot chord 4x2 SP #2 N
Webs 4x2 SP #3
Lumber value set "1313" uses design values
approved 1/30/2013 by ALSC
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC' From 100 plf at 0 00 to 100 pit at 343
BC: From 10 pit at 0.00 to 10 plf at 3.43
TC. 610 Ib Conc Load at 1.58
Additional Notes
Truss must be installed as shown with top chord up.
T
T
1'7"8 1'9"11 3'5"3
1.7'8 17'8
1.3..12 --i
3"
F i f-- 1•3"12 ---i
1111.5X3
4X4 11115X3 =3X6
A B C D
MH G F E
3X4 1112X4
1112X4 =3X4
i- 3'5"3
Snow Criteria ft,Pf in PSF) Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection In loc Udefl U#
Pf NA Ce NA VERT(LL) 0.016 B 999 360
Lu NA Cs NA VERT(TL) 0.028 B 999 240
Snow Duration. NA HORZ(LL). 0.002 B -
HORZ(fL): 0.003 B
Code I Misc Criteria Creep Factor 2.0
Bldg Code- FBC 61h.ed 201 Max TC CSI, 0 275
TPI Std: 2014 Max BC CSI. 0294
Rep Factors Used: Yes Max Web CSI: 0.259
FT/RT 12(0)/10(0)
Plate Type(s):
WAVE VIEW Ver' 17 02 01A 1115.21
JE
o. T08 1
o t SON. P, A t7'
AT O
CoA ONAL _,,L,al
04/03/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
H 522 /• /• /- /• /4.0
E 465 /• /• /- /- /-
H Min Brg Width Req = 1.5
E Min Brg Width Req = -
Bearing H is 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 0 -391 C -D 0 -376
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
G - F 391 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens Comp
A- H 0- 494 F- D 545 0
A- G 533 0 D- E 0 -447
G-13 0 -471
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
qQuire extreme care in fabricating handling, shlppin , installing and bracing Refer to and fgllow the latest edition of BCSI (BuildingfSfetyInformation, by TPI and SBCA) I saffetypp prior to perfo ming these functions. Installers shall provide temporary
r BSI. Unless noted olherwlse,top chord shall have property attached structural sheathln9 and bott2m Nord shall hav a properl
pid celllnpp Locations shown for Dermanent lateral restraint 8f w bs shall have bracingg inslelled pgr BC I sections Q3, 7 or B1 0y
8e._ Apply plates tg each face_ of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to
a division of
nee wnn Alvsul rl 1, or ror nanonn snl p
Ing, indicates acceptance of pro ess ort iawing for any structure is the respon
ee thisjob's general notes page and these web stirs TPI:
failure to build the
1 or cover pa e
n. The sui bility
ALPINENE
M IN"C IIMrI
2400 Lake Orange Dr
Suite 150
Orlando FL. 32837
Job Number: N333522 Ply: 1 SEON: 1645 / T73 / SY42 Cusl' R R8975 JRef• 1 W9T89750144
FLORIDA TEEN BUILDERS Oty 1 FROM HMT DrwNo 093 18 1531 49583
Truss Label: FT10G KD / WHK 04/03/2018
T
T
1'7" 8 2-4-71 3'11"15
1'7" 8 8..15 ' 1'7"8
1'3"12 -{
1,3,.12 --{
4X6 1112X4 1112X4 3X6
A B C D
H G F E
4X4 =4X4 1112X4
i- 3'11"15 -i
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (lbs)
TCLL: 40.00 Wind Std, NA Pg. NA Ct: NA CAT. NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL /W
TCDL: 10.00 Speed: NA mph Pf, NA Ce NA VERT(LL) 0.023 C 999 360 H 2008 / - / - I - / - /40
BCLL: 0.00 Enclosure NA Lu: NA Cs: NA VERT( L). 0.042 C 999 240 E 505-
BCDL: 5.00 Category. NA Snow Duration. NA HORZ(LL): -0.009 D - - H Min Brg Width Req = 1.5
Dest.67 55 EXP: NA.
00 HORZ(TL) 0.013 D - - E Min Erg Width Req = -
NCBCLL 10.00
Mean Height NA It
Code I Misc Criteria CreepFactor: 2 0 Bearing H is a rigid surface.
Soffit: 2.00
TCDL NA psf
BCDL. NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.860
Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std. 2014 Max BC CSI: 0.319 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Spacing 24 0 " C8C Dista NA ft Rep Factors Used: Yes Max Web CSI 0.384
Chords Tens.Comp. Chords Tens Comp
Loc. from endwall: NA FT/RT.12(0)/10(0)
I: NA GCpi: NA Plate Type(s): A-8 0 -416 C - D 0 -415
Wind Duration NA WAVE VIEW Ver: 17.02.01A.1115.21 B - C 0 -438
Lumber
Maximum Bot Chord Forces Per Ply (lbs)
Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp
Top chord 4x2 SP #2 N
Bot chord 4x2 SP #2 N G - F 438 0
Webs 4x2 SP #3
Lumber value set "136" uses design values Maximum Web Forces Per Ply (Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens Comp
Special Loads A- H 0- 2011 C- F 0 -475
Lumber Dur Fac =1 00 / Plate Dur Fac =1.00) A - G 692 0 F - D 597 0
TC: From 4 plf at 0 00 to 4 plf at 4.00 G-13 0 -450 D - E 0 -468
BC: From 10 pit at 0.00 to 10 pif at 4.00
TC. 804 Ib Conc. Load at 0.15, 0.34, 2.15
Additional Notes
tiurnourrpJrpTrussmustbeinstalledasshownwithtopchordup. V0 + , • q,,,
n
i; •GE Is ,per
33
0.708 1
e
S T 0
N
Q17`
COA
11Utt{II
04/03/2018
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
iuire extreme care in fabrlcatin , handlin shi pin installing and bracing Refer to and follow the latest edition of SCSI (Building
Safety Information, byY TPI an SBCA) f$i saPty radices prior to performing these functions Installers shall provide temporary
r BCSI., Unless noted otherwise,top chord shall have properlyy attached structural sheathing and bottom chord ghall hav@ aa property
s Id ceilm Locations shown for ermanent latgral restr3aint Of webs shall have br8ung ins ailed p r SCSI sections $3, B7 or 1 ,
e. Appy Plates to each face otPtruss and posdion as shown above and on the JomcDetarls, unless noted otherwise. Refer to
ALPINE60A -Z for standard plate positions.
It"
ion ofITWBtobuild thermancewith NSI/TPI 1 or handlinn s itppma, mst llatrOn and braclng of,trussesA eal on this drawirfq or overage 2400 Lake Orange Dr. wingindites accevtan e of proTesstonar en rneenng responstbilrt sole)v or the desf n shown. he sui[abtty Suite t5othisdrawing (or any structure is [he responsibility of the Building Desigrfer perANSI/TPI 1 5 c.2.
maaon see thra ob's enerel notes a an0 these web sites: ALPINE' www al 'nenv tom. TPI www.t inst or .SBCA: www.abNnOus .win• ICC• www rccsat0 org Orlando FL, 32837
Gable Stud Reinforcement Detail
ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Orn 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
jr, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Orn 120 moh Wind Sceed. 15' Mean Heloht. Partially Enclosed. Excosure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
1) lx4 'L' Brace
Group A Group B
t) 2x4 'L' Brace (2) 2x4 'L' Brace
Group A Group B Group A Group B
1) 2x6 'L' Brace (2) 2x6 'L' Brace
Group A Group B Group A Group B
i)
j
US
O
N
P r
u PHF
NI / M2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' ' 12' 8' 14' 0' 14' 0'
3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0'
Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0'
Standard 3' 8' 4' It' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' ll' 1' 14' 0' 14' 0'
SP
F
111 4' 0' 6' 8' 6' ll' 7' 10' 8' 2' 9' 4' 9' 8' 121 4' 12' 9' 14' 0' 14' 0'
R2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0'
R3 3' 9' 5' 3' 5' 7' 6' 11' 7. 5' 9' 2' 9' 7' l0' 11' It, 8' 14' 0'
311311
Stud 3' 9' 5' 3' 5' 7' 6' 11' 7. 5' 9' 2' 9' 7' to, 11' ll' 8' 14' 0' 14' 0'
Standard 3' 6' 4' 7' 4' ll' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0'
U
UU
S P f
l 1 PIl
NI / M2 4' 5' 7' 6' 7' 9' 8' l0' 9' 3' 10' 7' Il' 0' 13' Il' 14' 0' 14' 0' 14' 0'
p3 4' 2' 7' V 7' 9' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0'
Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10' to, 13' 9' 14' 0' 14' 0' 14' 0'
Standard 4' 2' 6' 1' 6' 5' 8' t' 8' 8' 10' 5' 10' l0' l2' 8' 13' 7' 14' 0' 14' 0'
SP
D F L
R1 4' 7' 7' 7' 7' ll' 9' 0' 9' 4' 10' 8' 11' 1' l4' 0' 14' 0' 14' 0' 14' 0'
N2 4' 5' 7' 6' 7' 9' 8' to, 9' 3' 10' 7' 111 0' 13' ll' 14' 0' 14' 0' 14' 0'
113 4' 4' 6' 5' 6' 10' 8' 6' 9' l' 10' 6' l0' 11' 13' 4' 14' 0' 14' 0' 14' 0'
Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' V 10' 6' 10' ll' 13' 4' 14' 0' 14' 0' 14' 0'
Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10' l0' 11' 10' 12' 7' 14' 0' 14' 0'
d
0
X
d
ULIFO
U
S P F
f l
t11 / M2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' V l4' 0' 14' 0' 14' 0' 14' 0'
3 4' 7' 8' 2' 8' 5' 9' 8' to, 0' Il' 6' 12' 0' l4' 0' 14' 0' 14' 0' 14' 0'
Stud 4' 7' 8' 2' 8' 5' 9' 8' to, 0' Il' 6' 12' 0' l4' 0' 14' 0' 14' 0' 14' 0'
Standard 4' 7' 7' 0' 7' 5' 9' 4' l0' 0' it, 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0'
S P
D F L
NI 5' I' 8' 5' 8' e' 9' 11' to' 3' 11' 9' 12' 3' l4' 0' l4' 0' 14' 0' 014' '
K2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' Il' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0'
N3 4' 9' 7' 4' 7' 10' 9' 8' to, 1' 1l' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0'
Stud 4' 9' 7' 4' 7' l0' 9' 8' l0' 1' 1l' 7' 12' 0' l4' 0' 11' 0' 11' 0' 14' 0'
Standard 4' 7' 6' 6' 6' ll' 1 8' 8' 9' 3' ll' 6' 12' 0' l3' 7' 14' 0' 14' 0' 14' 0'
or
1
S/, AT O Q
e
S ONAI.
Bracing Group Species and Grades -
Group A,
Sruce-Pine-Fir Hen -Fir
MI / N2Standard 02 Stud
13 Stud N3 Standard
Do las FIr-Larch Southern Pbtesms
03 N3
Stud Stud
Standard Standord
Group BI
Hem -Fir
Na Btr
NI
Dau las FIr-Larch Southern Pine—
I Nl
N2 1 1 02
1x4 Braces shall be SRB (Stress -Rated Board).
For 1x4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Gable Truss Detail Notes,
Vlnd Load deflection criterion Is L/240.
Provide uplift connections for 75 plf over
continuous bearing (5 psf TC Dead load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3.0' nim) nails.
3K For (1) 'L' brace, space nails at 2' oc.
In l8' end zones and V o.c. between zones.
3K#For (2) 'L' braces- space nails at 3' o.c.
In l0end zones and 6' ac. between zones.
L' bracing must be a minimum of 80% of web
member length.
Gable Vertical Plate Sizes
Vertical len th No splice
Less than 4' 0' 2x3
Greater than 4' 01, but 3x4
less than ll' 6'
Greater than ll' 6' 4x4
Refer to connon truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
MAX. TOT. LD. 60 PSF
MAX. SPACING 24.0'
aynnAbout)
able Truss
Diagonal brace optiorm
Tverticallengthmaybe
doubled when diagonal l8' 3K
brace Is used Connect L I
diagonal brace for 6000 L'
at each end Max web
It
Br ce
total length Is 14'• 311311
2x6 OF -L N2 or
better diagonal
1r
t
Vertical length shown braces single B.
In table above.or
45'
double cut
is shown) at Lri 1
upper end.
Connect dlogona at
n1d oint of vertic t web. Refer to chart k
VAthlmNG- BEAN APO) FOLUN ALL NDIES ON TM NTIAVDIO
UfWW b fkft=H TICS DRAVOG TO ALL mIRACTORS DCLWMi THE DTSTALLDIf
Trusses regA exb 4 w care, In fabrleathD, hWlhD, shbp6na, Installing W bradro Refer 1h
fallow the latest edMlon of NCSI (FLaYp Capenent Safety bKornotiau by TPI and S1G1 yj1
pprraaccflees prior to perforN+N these functions Installers shall provlae tesoorary 6robq 7
Uless rated ethermhw, top lord shall haw preps y attached str c4ra1 sheaWrr and
ehaa haw a properly attadwd hada ces6np. Locations shown for perwuvM latero) res M
brach 6ntaaed NCS[ seC<bns 83, 87 or Ito, Apply dotes to
d
per as applicable.
of truss W Peshtlen es shown above and a+ the Jnln% Details, unless noted othereke.
yipRefertodrom6nas16W -z for stWerd pleb positions.
AN 11TWC13MPAW 4I06a, a ANskn of ITV Nuldl+N Components Qr V Inc. shall not be responAle for any elevhl l
this; deawbp, failure to ImAd the trvss Im ANSVTPI L for heMhD, panycenforroncewithar
b%staltation L b -cis of trusses
137231 Rrvenpod%Ome1
A was an tils deawYq a cover Page OstY p fits bvwYq, hMdfes acceptant of pro esMnd
I I Sulo\ 200
re vmlq solely for W des n show lin suit.6Nlty W up of fits desov
fen bre b W refpon4sMy d W kddbV Deslprr per MKI/IPI l Sac2.
A l Msnybndl Haphb,l M0163043 For non M'orwatbn see this. ,9615 genorsl notes pa0e W these maim sMaa
or
1
S/, AT O Q
e
S ONAI.
Bracing Group Species and Grades -
Group A,
Sruce-Pine-Fir Hen -Fir
MI / N2Standard 02 Stud
13 Stud N3 Standard
Do las FIr-Larch Southern Pbtesms
03 N3
Stud Stud
Standard Standord
Group BI
Hem -Fir
Na Btr
NI
Dau las FIr-Larch Southern Pine—
I Nl
N2 1 1 02
1x4 Braces shall be SRB (Stress -Rated Board).
For 1x4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Gable Truss Detail Notes,
Vlnd Load deflection criterion Is L/240.
Provide uplift connections for 75 plf over
continuous bearing (5 psf TC Dead load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with 10d (0.128'x3.0' nim) nails.
3K For (1) 'L' brace, space nails at 2' oc.
In l8' end zones and V o.c. between zones.
3K#For (2) 'L' braces- space nails at 3' o.c.
In l0end zones and 6' ac. between zones.
L' bracing must be a minimum of 80% of web
member length.
Gable Vertical Plate Sizes
Vertical len th No splice
Less than 4' 0' 2x3
Greater than 4' 01, but 3x4
less than ll' 6'
Greater than ll' 6' 4x4
Refer to connon truss design for
peak, splice, and heel plates.
Refer to the Building Designer for conditions
not addressed by this detail.
REF ASCE7-10-GAB16015
DATE 10/01/14
DRWG A16015ENC101014
MAX. TOT. LD. 60 PSF
MAX. SPACING 24.0'
Gable Stud Reinforcement Detail
ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Uri 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Urr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00
or- 120 mph Wind Speed. 30' Mean Helcht. Partlally Enclosed. Exposure D. Kzt = IAO
S
2x4 Brace
Gable Verticnl
Spacing Species Grade
No
Braces
1) 1x4 'L' Brace
Group A Group B
1) 2x4 ' Brace (2) 2x4 'L' Brace L'
Group A Group B Group A Group B
1) 2x6 'L' Brace (2) 2x6 'L' Brace No
Group A Group B Group A Group B
Qj
J
O
U
SPF
u Pf
Nl / N2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' ll' 7' 12' 0' 13' 9' 14' 0'
3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' e' 9' 1' ll' 3' It, It, 13' 7' 14' 0'
Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' It, 2' It, It, 13' 7' 14' 0'
Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' B' it, 9' 8' 10' 4' 13' 1' 14' 0'
S P
D P L
N1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' ll' 9' 3' ll' 9' 12' 2' 13' I1' 14' 0'
N2 3' 8' 6' 1' 6' 6' 7. 5' 7' 8' 8' 9' 9' 2' ll' 7' 12' 0' 13' 9' 14' 0'
N3 3' 7' 4' 10' 5' 2' 6' 5' 6' I1' 8' 9' 9' 1' to, 1' to, 10' 13' 8' l4' 0'
Stud 3' 7' 4' t0' 5' 2' 6' 5' 6' ll' 8' 9' 9' V 10' V 10' lo' 13' 8' 14' 0'
Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' l' 7' 9' 8' 3' 8' it, 9' 7' 12' 2' 13' 0'
U
aj
QJ
Lf
O
S P F
u Ffl
Nl / N2 4' 2' 7' 2' 7' 5' e' 5' 8' 9' to, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0'
N3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' It, 10' 4' 13' 1' 13' 7' 14' 0' 14' 0'
Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' l4' 0'
Standard 4' 0' S' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' II' 10' 12' 8' 11' 0' l4' 0'
SP
D F L
N1 4' 5' 7' 3' 7' 6' 8' 7' 8' I1' 10' 2' 10' 7' 13' 5' 13' I1' 14' 0' l4' 0'
N2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' l4' 0'
N3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' l0' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0'
to, 0' l0' 5' 12' 5' 13' 3' 14' 0' Stud 4' V 5' il' 6' 4' 7' 11'W76 14' 0'
Standard 4' 0' 5' 3' 5' 7' 7' 0' 9' 5' 10' 2' 11' 0' it, 9' 14' 0' 14' 0'
d
LD
XSPNl
d
cL
U
O
r-1
S P F
uFfl
Nl / N2 4' 8' 7' Il' 8' 2' 9' 4'l0' 1' ll' 6' 14' 0' 14' 0' ld' 0' ld' 0'
N3 4' 5' 7' 7' e' 1' 9' 2'lo' ll' ll' 5' 14' 0' 14' 0' 14' 0' l4' 0'
Stud 4' 5' 7' 7' 8'1'9' 2'l0' ll' ll' 5' 14' 0' 14' 0' 14' 0' l4' 0'
Stnndnrd 4' 5' 6' 6' 6' ll' 8'8'lo' ll' ll' 5' 13' 7' l4' 0' 14' 0' l4' 0'
D F L
4' 10' e' 0'8' 3' 9'5'11' 2' ill 8' 14' 0' 14' 0' 14' 0' 14' 0'
N2 4' 8' 7' ll' 8' 2' 9' 4' 9' 8' it, 1' ll' 6' 14' 0' 14' 0' 14' 0' 111 0'
0N34' 6' 6' 10' 7' 3' 9' 1' 9' 7' it, 0' ll' 6' 14' 0' 14' 0' 14' ' 14' 0'
Stud 4' 6' 6' 10' 7' 3' 9' 1' 3ll' 0' ll' 6' 14' 0' IV 0' 14' 0' 1 l4' 0-
Standard 4' 5' 1 6' V 6' 5' 1 8' V 8' 7' 10' 11' ll' 57--j-727—F-1 13' 7' 14' 0' 14' 0 -
Bracing Group Species and Grades -
Group AI
S race-Plne-FIr Hen -Fir
NI / 02 IStandard 1 1 02 1 Stud
03 1 Stud 1 1 #3 listnndnrd
Dou las Fir -Larch Southern Plneew
03 N3
Stud Stud
Standard Standard
Group Br
Hen -Fir
BtrMI
MI
Doll ins Fir -Larch Southern Pine w
MI MI
N2 M2
Ix4 Braces shall be SRB (Stress -Rated Board).
For 1x4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values may be used with these grades.
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/240.
Provide uplift connections for 135 plf over
continuous lowering (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Y_ IL Attach 'L' braces with 10d (0.128'x3.0' min) malls.
About
able Truss
A For (t) 'L' bracer space malls at 2' a.c.
In 10' end zones and 4' ac. between zones.
Diagonal brace optlary )
KWor (2) 'L' braces- space malts at 3' o.c.
In l8' end zones and 6' ac. between zones.
vertical length may be T
doubled when diagonal 18' iN 'L' bracing must be a minimum of 80% of web
brace Is used. Connect L member length.
diagonal brace for 690#
at each end. Max web Brace Gable Vertical Plate Sizes
total length Is 14'. Verticnl len th No S Ice
2x6 OF -L #2 or Less than 4' 0' 2%4
better diagonalGreater then 4. 0', but 4%4
Vertical length shown bracer single
11411 fJIJi less than 12' 0'
In table above. or double cut X
45' (as shown) at L 11n truss design for
UWupperendUdr • • • peak,
splicecommo,
and heal plates.
Connect dila oma of $$ •. •• ,:
Refer to the Building Designer For conditionsAAl
midpoint of vertical web. Refer to chart 866,for x gabte ver 041 en& h, not addressed by this detail.
mFwwa mew REAP Arm fLL1Dv All mores BN THis gRAvD(a : O. REF ASCE7-10-GAB16030amPOtTAHTaFun®( nits MAVDG Ta ALL 0011TWMIS DCUMM THE 9WAIAUS_2 •••
Trusses r•aV'a extreme care In fabricating, handling, slipping, Installing and lora q R•F t .4
ffollllow the latest eRdan of #CSI (F dbp Component Safety Inferraden, by TPI aynd
Yrs'
OarWw)
pf
sn tyN ; DATE 10/01/14
Uiesf frotedbetlwtoperforminli thesedow. tap ChardshallM P'am, y * U~
sInstallers
stiall sttructwlvide `sNawrp ud b Nadrelyd
sell hove a property attached S calks Leoa`bb shown for permanent It, res`- a, ' wabsw S AT 0 DRWG A16030ENC101014
CZ) ONFEshall have traebq Instaafd per f s•etbro 33, 37 ar 810, as applicable. Apo plates to ea • F. of truss aha posltl•n as shown ataave and d• tho .rebel Mtab, unless rated etherw1se. i
w • d
Refer to drawbnps 160A-2 For standard date postbns. • A' f• r ,
Alpine, a division of Iry N,aa,a Capomnts Group Inc shall not be responsible far an devls of
AN rtw(7DMPAMY this dne.bV, any fare. to build tha moss In eonformerce with AKSI/TPI L or for IrMYq aaa•..... 1•.•e•`
MAX. TOT. LD. 60 PSFtaxationabracingoftresses.
A seal on mod dra+q or raver o•pe Ys FA this drawing, Instates acceptance of Prof•sstanei
13723\ t:nerpoal Dme wtynewing reepvnsNHSlty sdely far tM drag- sawn. ire srJtahYty and us• of this drawing f ONsale\zoo far am struebee is vn. r.spemmuty a tha Iud aw.ip,rr o.r wsl/tvl l sect 4p1fA A M'
MAX. SPACING 24.0' Maryla" Heyhts.\MO%$3043 For were Infarnatlan sea this Job's perororal tes ppaaW and these web sites,
1tt1pN1
ALPwumstpinettweew! TPI- waw.epnstArgr SNGI- wwwsbOMretr .oyr lco ...Jeessfe
Gable Stud Reinforcement Detail
ASCE 7-101 180 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 160 mph Vinci Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Orn 160 mph Vlnd Speed, l5' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Orn 140 moh Vinci Sneed. 15' Neon Ha4nht. Partially Fnrinced. Fxnacure 0. K>.t = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
l) lx4 'L' Brace
Group A Group B
1) 2x4 'L' Brace (2) 2x4 'L' Brace
Group A Group B Group A Group B
I) 2x6 'L' Brace (2) 2x6 'L' Brace
Group A Group B Group A Group B
Q%
J
U
Q
f LJ
S P F
H FHF
Nl / N2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' 5' 8' 9' ll' 1' 11' 7' 13' 3' 13' 9'
N3 3' 4' 5' 1' 5' 5' 6' 9' 7' 3' 8' 4' e' 8' 10' 7' 11' 4' 13' V 13' 7'
Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' 8' 10' 6' 11' 3' 13' V 13' 7'
Standard 3' 4' 7' 5' 9' 6' 2' 7' l0' e' 5' 9' 1' 9' 8' 12' 4' 13' 2'
SP
D F L
NI 3' 8' 4' 7' 2' 7' 5' 8' 6' e' 10' ll' 3' 11' 8' 13' 4' 13' 11'
N2 3' 6' ' 7' 1' 7' 4' 8' 5' 8' 9' it, l' I1' 7' 13' 3' 13' 9'
N3 3' 5' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' W*7'
13' 8'
Stud 3' 5' 10' 6' 1' 6' 6' 8' 2' e' 9' 9' 6' 10' 2' 12' 11' 13' 8'
Standard 3' V 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' ll' 5' 12' 3'
U
i
Q1
QJ
Uu
O
S P F
fl F
Nl / N2 4' 0' 2' 8' 1' 8' 5' 9' 8' 10' 1' 12' 9' 13' 3' 14' 0' 14' 0'
N3 3' 10' 6' 2' 7 2' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' 1' 14' 0' 14' 0'
Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' II' 12' 7' 13' 1' 14' 0' 14' 0'
Standard 3' 10' 5' 4' 5' 8' 7' 1' 7' 7' 9' 7' 9' Il' It, I' Il' it, 14' 0' 14' 0'
P
DFL
N1 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' 10' 2' 12' it, 13' 5' 14' 0' 14' 0'
N2 4' 0' 6' t0' 7' 2' 8' V 8' 5' 9' 8' 10' 1' 12' 9' 13' 3' 14' 0' 14' 0'
N3 3' Il' 5' 7' 5' It' 7' 5' 7' 11' 9' 7' to, 0' ll' e' 12' 6' 14' 0' 14' 0'
Stud 3' tl' 5' 7' 5' It' 7' 5' 7' Il' 9' 7' l0' 0' Il' 8' 12' 6' 14' 0' 14' 0'
Standard 3' 9' 4' ll' 5' 3' 6' 7' 7' 0' e' 11' 9' 6' 10' 4' It, 1' 14' 0' 14' 0'
d
X
d
UU
011
I
S P F
flLJ F
NI / N2 4' 5' 7' 7' 7' 10' 8' ll' 9' 3' 9' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0'
N3 4' 3' 7' 2' 7' 7' 8' 10' 9' 2' 10' 6' 10' It' 13' t0' 14' 0' 14' 0' 14' 0'
Stud 4' 3' 7' V 7' 7' 8' 10' 9' 2' 10' 6' t0' it, 13' t0' 14' 0' 14' 0' 14' 0'
Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10' 6' t0' it, 12' t0' 13' 9' 14' 0' 14' 0'
P
D F L
NI 4' 8' 7' 8' 7' It' 9' 0' 9' 5' 10' 9' ll' 2' 14' 0' 14' 0' 14' 0' 14' 0'
N2 4' 5' 7' 7' 7' 10' 8' 1t' 9' 3' 10' 8' it, l' 14' 0' 14' 0' 14' 0' 14' 0'
N3 1 4' 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' It, 0' 13' 5' 14' 0' 14' 0' 14' 0'
Stud 1 4' 4' 6' 5' 6' 10' 8' 7'1_771_2' 1 10' 7' ll' 0' 13' 5' 14' 0' 14' 0' 14' 0'
Standard 1 4' 3' 5' 8' 6' t' 1 7' 7' 1 8' 1' 1 10' 3' t0' It' 11' 11' 1 12' 9' l4' 0' 14' 0'
I
S/ AW000.-#,- Q
L
5 0 1AL
Bracing Group Species and Grades -
Group At
S ruce-Pine-Fir Hem-Flr
NI / N2 ISt2ndardl 1 02 Stud
03 Stud M3 Standard
Dou las Fir -Larch Southern Pbhiss
3#3
Stud Stud
StandardI Standard
Group Bt
Hen -Fir
Nl L Btr
NI
Dou ins Fir -Larch Southern Ptrro
Nl Nl
N2 02
1x4 Braces shall be SRB (Stress -Rated Board).
sFor lx4 So. Pine use only Industrial 55 or
Industrial 43 Stress -Rated Boards. Group B
values may be used with these grades.
Gable I russ Metall Notesi
Vlnd Load deflection criterion Is L/240.
Provide uplift connections for 100 plf over
continuous bear" (5 psf TC Dead Load).
Gable end supports load fron 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with lad (a128'x3.0' min) malts.
3K For (1) 'L' brace- space malts at 2' oc.
In 18' end zones and 4' c.c. between zones.
3KNWor (2) 'L' braces- space malls at 3' a.c.
1n tB' end zones and 6' ac. between zones.
bracing must be a nlnlnun of 802 of web
member length.
Gable Vertical Plate Sizes
Vertical Len th No Splice
Less than 4. 0' 2x3
Greater than 4' 0', but
4x4
less then 10' 0'
Refer to common truss design for
peak, splice, and heel plates.
Refer to the BuOdN Designer for conditions
not addressed by this detail.
AX. TOT. LD. 60 PSF
X. SPACING 24.0'
REF ASCU-10-GAM015
DATE 10/01/14
DRWG A180t5ENC101014
4ynn
Abouts
able Truss
Diagonal brace option,
vertical length may be T
doubled when diagonal 18'
brace Is used. Connect 1Ldiagonalbracefor7730l_•
at each end. Max web Br Ce
total length Is 141. 3K 3K
2x6 DF -L 02 or
better diagonal TI
Vertical length shown braces single
B,
In table above.
3•
or double cut
as shown) at L 1
upper end.
Connect dWgono at
Nilk,
midpoint of vertical web. Refer to chart b
MVAFOCU s BEAD AND FULLOV ALL NOTES ON THIS DRAVOU
oDpO TANTes nN aSH THOS ORAVDN: TO ALL CONTRACTORS DKLUDD G TRE DIV__q
Trusses reglw extreme, care, In fabricating, Handling, shiptob , Installing and tradep Refer to
follow the latest NCSI (Nuldhg Camm -rnI Sefeq Information, by TPI S@~ of and
pprraactices pwtar to perfarNg thea. functions. Installers shall prevlde _n
tldiss top
r
rated etJrr.M, deal stag have prap•rly attsch•d sMctwl she. ud tan
shall have a properly attaded rlyd callno Locations shown for pernenent latera re of
I shall have bracing Installed per NCSI s•cNaa 13, 97 or 810, as applicaw. . Appy plates to
d O 1 M truss and position as shown above and an the J*I t Mt.lr, unless noted otherwise. a
Il r Refer to drawings 16CA-z for standard pet• positions.
AN S
Alpine, division of ITV Nnadhg Components Gray Inc. shall not be responsUle for my devh
this
tWANY
any failure to bind the truss In Conformance eith ANSI/TPI L or for handling,
bracing of trusses.
A iia on tlis draMg lar cover ~ Ustbg this drawing, hodcates Acceptance of proftssbal
13723\Rtvenpon\ Dome whpbeerbg realty soWy Nor W design she.- The st/tu*jty And use of flit drag
Sute\ 200 Ter Any strueeve is tie rwpor slq e1 the Dtlbng OeAgrrr per Mm/1P1 1 Secy.
Ma7land\ Heights,\ MO% 63043 For mare Warmatlen see this Job's general notes WW end vase web sites.
ALPIND ono" t.cenu TPO ese.tpbnstorgh SNC, www.sb 1:.arses ICO ...JQCmf*AWV
I
S/ AW000.-#,- Q
L
5 0 1AL
Bracing Group Species and Grades -
Group At
S ruce-Pine-Fir Hem-Flr
NI / N2 ISt2ndardl 1 02 Stud
03 Stud M3 Standard
Dou las Fir -Larch Southern Pbhiss
3#3
Stud Stud
StandardI Standard
Group Bt
Hen -Fir
Nl L Btr
NI
Dou ins Fir -Larch Southern Ptrro
Nl Nl
N2 02
1x4 Braces shall be SRB (Stress -Rated Board).
sFor lx4 So. Pine use only Industrial 55 or
Industrial 43 Stress -Rated Boards. Group B
values may be used with these grades.
Gable I russ Metall Notesi
Vlnd Load deflection criterion Is L/240.
Provide uplift connections for 100 plf over
continuous bear" (5 psf TC Dead Load).
Gable end supports load fron 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
Attach 'L' braces with lad (a128'x3.0' min) malts.
3K For (1) 'L' brace- space malts at 2' oc.
In 18' end zones and 4' c.c. between zones.
3KNWor (2) 'L' braces- space malls at 3' a.c.
1n tB' end zones and 6' ac. between zones.
bracing must be a nlnlnun of 802 of web
member length.
Gable Vertical Plate Sizes
Vertical Len th No Splice
Less than 4. 0' 2x3
Greater than 4' 0', but
4x4
less then 10' 0'
Refer to common truss design for
peak, splice, and heel plates.
Refer to the BuOdN Designer for conditions
not addressed by this detail.
AX. TOT. LD. 60 PSF
X. SPACING 24.0'
REF ASCU-10-GAM015
DATE 10/01/14
DRWG A180t5ENC101014
CLR Reinforcing Member Substitution
This detail Is to be used when a Continuous Lateral Restraint (CLR)
Is specified on a truss design but an alternative web
reinforcement method Is desired.
Notes:
This detail Is only applicable for changing the specified CLR
shown on single ply sealed designs to T -reinforcement or
L-relnforecement or scab reinforcement.
Alternative reinforcement specified In chart below may be conservative.
For minimum alternative reinforcement, re -run design with appropriate
reinforcement type.
Web Member Specified CLR Alternative Relnforecement
Size Restraint T- or L- Relnf. Scab Relnf.
20 or 2x4 1 row 2x4 1-2x4
20 or 2x4 2 rows 2x6 2-2x4
2x6 1 row 2x4 1-2x6
2x6 2 rows 2x6 2-2x4(310
2x8 1 row 2x6 1-2x8
2x8 2 rows 2x6 2-2x6OO
T-relnforcement, L -reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
310 Center scab on wide face of web. Apply (1) scab to each
face of web.
T -Reinforcement
Or T-Relnf.
L-Reinforcerlentl or
L-Relnf,
Apply to either side of web narrow face.
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member Is
a minimum 80% of web
member length.
T-Relnf. L-Reinf.
Scab Reinforcement:
Apply scab(s) to wide face of web.
No more than (1) scab per face.
Attach with 10d (0.128'x3.0',min) nails
at 6' o.c. Reinforcing member Is a
minimum 807 of web member length.
Scab
u1GV Nff= RWVAVMAMM WA, Mro,u ;M nDCUARRG
1DU
1Owc RQfAuiR O, TQ$ I TC LL PSF REF CLR Subst.
DATE 10/01/14
rrrt'tI tE
a 0 1
11=r
ANI
13727\ Wverpod%Owe
sorts\ 200
Maryland\ Meghts,\MO\63043
Trusses nqW a •atrfwf cart h febNcaterp, handhp, sh4Wro. tnsteuerrp er.d tra Rer to
prro'aue.
the latest fdttlon or 6Csl (swul re capon• t Urety hrornseton, W ipi aovIde0`
WrrW
s )
y
r t
lMafss •noted: ethrflse. tap hrd s/u1 hew Pape y ottacche str`ucMN
shfatlBpYra
vd hfd1r'
s.0 how a properly attadwo rIpI! ce6Yrp locaVoro sho.n nor perrwnent lateral r"ImAnatollhawisscahstaU•d per KSt atctbns ;r 97 or 616, as applkaMf. MptY Watts to . rf
of truss aM pastt6n as slow abow eM an the Joint latals, udess noted **the vim. wV
Refw to dv.Yr6s 16M -z for starreerd plate pesIllem f,
Alpin., o ANslan of [TV &Adit Capanents fray Inc ~ rot be respomsQ" for er y Ck fir
era dweh6 vry Idlre to bW0 the cross h conformance elth AttS[/Trt l or for hanasV sht
tbn 1 b' Q6 or trusses.
A nal an thb dra.hp w cover page Usth6 this ivebq,.Noetes 000epterwe or profeeborwl
r.epon>i.fey sdplY ry te4r TM sultah6tti sM lar Oft dr•e
r:.ny sa..cars u tM refpor 6lq o1 eM RutStR o.slprwr per Atavmt t sect
Far ^are hrarn.ean s.. ew Jab's 6eror rotes pegl rW fMn nb a0eousnot. .r..r...re..... rsr... xr..f...... cra. ...... rrvs .w..f......
S T O ; F
a
a pt. 1 a ;v 3C
a (r
0..r.....
v7
NAte ,pt
g61W
TC DL PSF
BC DL PSF
BC LL PSF
TOT. LD. PSF
DRWG BRCLBSUB1014
DUR. FAC.
SPACING
1
Relnfo
Ment
Go
Tr
Gable Detail
For Let -in Verticals to
pproprlate Alpine gable detall for
e sizes for vertical studs.
Engineered truss design for peak,
b, and heel plates.
vertical plates overlap, use a
te that covers the total area of
lapped plates to span the web.
e,
2*
2X4 2X8
rrovlae conneczlons nor upurt speclrlec on xne engmeereo truss oeslgn.
Attach each 'T' reinforcing member with
End Driven Naftsn
IOd Common (0.148'x 3.',min) Malls at 4' o.c. plus
4) nalls In the top and bottom chords.
Toenalled Malts -
10d Common (0.148'x3',mIn) Toenails at 4' o.c. plus
4) toenails In the top and bottom chords.
This detail to be used with the appropriate Alpine gable detall for ASCE
wind load.
ASCE 7-05 Gable Detail Drawings
Al30t5O5tOl4, A12015051014, A110150510I4, A1001,5051014, A14015051014,
A13030051014, A12030051014, A11030051014, At0030051014, A14030051014
ASCE 7-10 Gable Detail Drawings
A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014,
A18015ENCIOIO14, A20015ENC101014, A20015ENDI01014, A20015PED101014,
A11530ENCIOIOI4, A12030ENC101014, A14030ENCIO1014, A16030ENC101014,
A18030ENCI01014, A20030ENC101014, A20030END101014, A20030PEDIOtOI4
S11515ENC100815, S12015ENC100815, S14015ENC10081 5 IMOalWw 815,
S18015ENCI00815, S20015ENC100815, S20015END1 IS 00 ED10EIl,
511530ENCL00815, S12030ENCI00815, S14030 {715ORNCI I
SI8030ENCI00815, S20030ENCI00815, S200gnq
See appropriate Alpine gable detail for mo4,aNnsl0Ua
ASS -
1
T' Reinforcement Attachment Detail
T' Reinforcing 'T' Reinforcing
Member Member
Toe -nap - Or - End -mall
To convert from 'L' to 'T' reinforcing members,
multiply 'T' Increase by length (based on
appropriate Alpine gable detail).
Maximum allowable 'T' reinforced gable vertical
length Is 14' from top to bottom chord.
T' reinforcing member material must match size,
specle, and grade of the 'L' reinforcing member.
Web Length Increase w/ 'T' Brace
T' Relnf. 'T'
Mbr. Size Increase
2x4 30
Example,
2x6 20
ASCE 7-10 Wind Speed = 120 mph
Mean Roof Height = 30 ft, Kzt = 1.00
Gable Vertical = 24'o.c. SP K3
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 Length
1.30 x 8' 7' = ll' 2'
MVARlmm READ AND faLOV ALL NOTES ON THIS DRAVDO = t - REF LET -IN VERToDeVtTAMoPl/bQ91 THIS oRAVOr To ALL fD/TRACTDRS 0113-1m01G THE DIST • .
Trusses require extreme caro H fabricating, hardltrp, shipping, InstaUft and bracing. Refto oN
ro• th/ he latest edition of KSI Conpomnt safety Information, by TPI and SOCA) f safet}s • '+' DATE 10/01/14la
Practices prior to perfar A these functions. Wtalters shag prevtde terpxary tradp ICSL e
Unless noted otheruse. top t mrd shalt have property attached seructwt sheoYWg and bo S %iT % Q. DRWG GBLLETIN1014rshalthaveaproperlyattachedcalling. Locations shown for permanent lateral restraint f
shall have bracing Installed per 1 sections 33. 97 or 210, as applicable. Apply plates to ea
Q of truss and ppoosffYorh as sham above and on the Joint Details, unless noted other•Ise. a <
Ai
Refer to uira•Ings 160A-2 for standard plate positions. air•• •ire ```
Alpine, o division of ITV Wldlhg Components Ina shall rot be responsible for am din atbn ••e'•a•
11N nwc3ol4awr this ivI,g, any failure to build the truss ti eanforwance •Ith ARSI/TPI 1, or for hardlna shbpbg. f
of proftitsiond
Ss ONA Ea MAX. TOT. LD. 60 PSFinstallationtbracingoftrusNs.
137231 Rwelpon\ Drive •^Da••rti0
this •
llor
yor Ow ha awn, M shf0e6illtyIndicates ndha ef t dra
4 l y 1I01-110"
e. respmmlty, tum Designer ver AMSVIPI I Seca 60/A3F2018
DUR, FAC. ANY
rude\ zoo for any strteefw u OA 93F2
MarylanT Heights,%Mal 63043 for note Information we this Job's general notes page and thaw •eb attire,
ALPD¢, e••atpinelt•.cowi TPI, •••.tills i s11eA, e••.mcedustrIca -.1cc feorg MAX, SPACING 24.0'
Nail Type
Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nall
Material Connector Plates Substitution
SP, DF -L, HF, SPF Alpine 20 -gage Wave 1 Neil replaces 2 teeth
SG >= 0.42) Alpine 20 -gage H 1 NO replaces 2 teeth
Alpine 18 -gage S 1 Nell replaces 2 teeth
Nail Type
0.131' x 1.5' Box or Gun Nail
Material
SP, DF -L, HF, SPF
SG >= 0.42)
Connector Plates
Alpine 20 -gage Wave
Alpine 20 -gage H
Alpine 18 -gage S
Substitution
1 Nall replaces 3 teeth
1 Nall replaces 3 teeth
1 Neil replaces 3 teeth
Typical Joint Configurations. Thl
This Detail Is Applicable Ont On.
Offset No More Than 1/2' From,
Nails shall be driven through connector plate having shortage
of required effective teeth. Nails may be driven through
connector plate on each face of joint If each plate has a
shortage of required effective teeth.
Nails shall be fully embedded Into wood areas free of defects.
This detail is applicable only on joints where the connector
plate has been offset no more than 1/2' from the design
position shown on the truss design drawing.
This detail is applicable for trusses with lumber oriented
vertically <2x-) and trusses with lumber oriented horizontally
3x2 and 4x2).
H.
re
Po
Configuration.
Plate Has Been
The Truss Design Drawing.
Line
aVAIMONs WAD NO i01oV NJ. MM ON 1I4M DUVII•i REF NAIL REINFORCEMENTMfMTAWFUMMTMDMVDGMNJ- C29RACVM MUD= TME WTALLFRi •
Trus sestt' eetrcar* ti say
Ca M latst a@lien .f <Mlho C.
rpeM°
ntMP°and ioIoa*y : DATE 10/01/14
prectleas p'ar to perto o& these feeecllo s Installers sMll prerkle t*_sry br°Dq L •
Unless rated ."h las, top aid shall have properly °tta~ stru[hra' shoo °nd be c T DRWG REPPLTNL1014
9.00 have a property otteehed X celbq l.omelons shoan for perm ant lateral restrabet oohs J 1 s
111771 1 shall Mve trade Ivtolad per •fS1 sections 33,37 ar 310, as applcehle Appy plates to f sl • : F
of
to =
posHbn °s shear above °nd on tM JeNt Details, vin`s rated ethersbo. j /e •• A • / f; Il=l Iafer to draA+Os 16M -z for stu krd pate pnitlens. ' s>r •e I"-/ •
Alpbee, a dMslen of tri •uldbV Corpontnts Croup trec. sha0 not be responswe for anY devbtlon •• •• ANRWODWANY twdrae •0 9eppbe0 ••..,..•• (' bee, any /'lure to beM the truss ti eonforwarnee afth ANSI/TP[ 4 or for handl • • • `+
ta0atbn • brvdnp of troops.
4 sent on <Na draenle• r cover page tbt•V <hb dreaft. &snow occeptarece of pafassbw
1 13723\ Reverpod%Owe •'V•rbV ^ ' •a1i1Y ip' • M• wom TM Y •M • of W& '•+V 4q rtt
II Suds%200 for arty. strectere b respenslYty M tM dYnp De97ner per AI/IPI 1 Sect
Maeylandl Mephb.\MO\67043 For were Information see thb Jab's peroral Hetes pape aM they aeb sMeo
ALPM sm" te emr Tpb .aa. 0r slrJle eeessdMu er0r [Co ...Jccps. MA B A/2018
NAIL REINFORCEMENT FOR PLATE DETAIL
This detail may be used when the required number of Nails shall be driven through solid steel at a distance no
connector teeth In a truss member exceeds the actual closer that 1 Inch to the joint line. Nails may also be driven
number of teeth in the given member. Nails may be driven through the tooth slots, but shall be located at the end of
through the connector plates) in truss members using the the slot farthest from the joint line.
nail type specified below to Increase the lateral resistance of
the connector plate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area.
effective teeth.
Nail Type
Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nall
Material Connector Plates Substitution
SP, DF -L, HF, SPF Alpine 20 -gage Wave 1 Neil replaces 2 teeth
SG >= 0.42) Alpine 20 -gage H 1 NO replaces 2 teeth
Alpine 18 -gage S 1 Nell replaces 2 teeth
Nail Type
0.131' x 1.5' Box or Gun Nail
Material
SP, DF -L, HF, SPF
SG >= 0.42)
Connector Plates
Alpine 20 -gage Wave
Alpine 20 -gage H
Alpine 18 -gage S
Substitution
1 Nall replaces 3 teeth
1 Nall replaces 3 teeth
1 Neil replaces 3 teeth
Typical Joint Configurations. Thl
This Detail Is Applicable Ont On.
Offset No More Than 1/2' From,
Nails shall be driven through connector plate having shortage
of required effective teeth. Nails may be driven through
connector plate on each face of joint If each plate has a
shortage of required effective teeth.
Nails shall be fully embedded Into wood areas free of defects.
This detail is applicable only on joints where the connector
plate has been offset no more than 1/2' from the design
position shown on the truss design drawing.
This detail is applicable for trusses with lumber oriented
vertically <2x-) and trusses with lumber oriented horizontally
3x2 and 4x2).
H.
re
Po
Configuration.
Plate Has Been
The Truss Design Drawing.
Line
aVAIMONs WAD NO i01oV NJ. MM ON 1I4M DUVII•i REF NAIL REINFORCEMENTMfMTAWFUMMTMDMVDGMNJ- C29RACVM MUD= TME WTALLFRi •
Trus sestt' eetrcar* ti say
Ca M latst a@lien .f <Mlho C.
rpeM°
ntMP°and ioIoa*y : DATE 10/01/14
prectleas p'ar to perto o& these feeecllo s Installers sMll prerkle t*_sry br°Dq L •
Unless rated ."h las, top aid shall have properly °tta~ stru[hra' shoo °nd be c T DRWG REPPLTNL1014
9.00 have a property otteehed X celbq l.omelons shoan for perm ant lateral restrabet oohs J 1 s
111771 1 shall Mve trade Ivtolad per •fS1 sections 33,37 ar 310, as applcehle Appy plates to f sl • : F
of
to =
posHbn °s shear above °nd on tM JeNt Details, vin`s rated ethersbo. j /e •• A • / f; Il=l Iafer to draA+Os 16M -z for stu krd pate pnitlens. ' s>r •e I"-/ •
Alpbee, a dMslen of tri •uldbV Corpontnts Croup trec. sha0 not be responswe for anY devbtlon •• •• ANRWODWANY twdrae •0 9eppbe0 ••..,..•• (' bee, any /'lure to beM the truss ti eonforwarnee afth ANSI/TP[ 4 or for handl • • • `+
ta0atbn • brvdnp of troops.
4 sent on <Na draenle• r cover page tbt•V <hb dreaft. &snow occeptarece of pafassbw
1 13723\ Reverpod%Owe •'V•rbV ^ ' •a1i1Y ip' • M• wom TM Y •M • of W& '•+V 4q rtt
II Suds%200 for arty. strectere b respenslYty M tM dYnp De97ner per AI/IPI 1 Sect
Maeylandl Mephb.\MO\67043 For were Information see thb Jab's peroral Hetes pape aM they aeb sMeo
ALPM sm" te emr Tpb .aa. 0r slrJle eeessdMu er0r [Co ...Jccps. MA B A/2018
Gable Stud Reinforcement Detail for Stucco Cladding
ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Urh 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
13rh 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Urh 120 moh Wind Speed. 15' Mean Height. Partlally Enclosed. Exposure D. Kzt = 1.00
S
2x4 Brace
Gable Vertical
Spacing Species Grade
No
Braces
1) 1x4 'L' Brace
Group A Group B
t) 2x4 'L' Brace (2) 2x4 'L' Brace
Group A Group B Group A Group B
1) 2x6 'L' Brace (2) 2x6 'L' Brace
Group A Group B Group A Group B
0)
Qj
J
U
CU
SPF
H F
al / a2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' e' L' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2'
a3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0'
Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0'
Standard 3' 2' 1 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0'
SP
DFL
at 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3'
a2 3' 4' 5' 9' 5' 1t' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2'
a3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13 1'
Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1'
Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0'
USPF
i
Qj
Q1
U
0
HF
a1 / a2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' l4' 0'
a3 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0'
Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0'
Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0'
S p
DFL
al
a2
at each end Maxweb
a3
Stud
Brace
Standard
Gable Vertical Plate Sizes
C5
X
d
UHF
O
n`
V -
i
SPF
a1 / a2 4 3' 7 3'
Vertical Len th No splice
2x6 DF{ 02 orLess
4' 4'
a3 4 0' 7 7' 4'
better diagonal TI
Standard 4' 0' 7' 7' ' 5' 8' 0' 5' 13' 13' 14' 0' 14' 0'
S P
DFL
al 4' 5' 7' 4' 7' 7' 01 10, 31 10, a, 1 14' 0' 1 14' 0'
N2 4' 3' 7' 3' 7' 6' 8' 6' 8' 10' 0' 0' 7' 4' 0' 4' 0'
a3 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 0' 0' 6' 13' 4' 3' 0' 14' 0' 14' 0'
Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' L' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0'
Standard 4' 0' 6' 6' 6' ll' 8' 5' 8' 9' 10' 0' 1 10' 5' 13' 2' 13' 9' 14' 0' 14' 0'
Bracing Group Species and Grades,
Group Ah
S race-Plne-Fir Hen -Fir
17 / N2 iStandard 11 1 12 1 Stud
13 1 Stud 1 1 03 Standard
Do las Fir -Larch Southern Pines
N3 03
Stud Stud
Standard standard
Group BI
Hen -Fir
Nl L Btr
Nt
Dau los Flr-Larch Southern Pine w
NI Nl
M2 1 a
lx4 Braces shall be SRB (Stress -Rated Board).
s For 1x4 So. Pine use only Industrial 55 or
Industrial 45 Stress -Rated Boards. Group B
values nGy be used with these grades.
Gable Truss Detail Notes,
Wind Load deflection criterion Is L/360.
Provide uplift connections for 75 plf over
continuous bearing (5 psf TC Dead Load).
Gable end supports load from 4' 0' outlookers
with 2' 0' overhang, or 12' plywood overhang.
About L Attach 'L' braces .Ith 10d (0.128'x3.0' min) naps.
3N For (1) 'L' brace- space nails at 2' O.C.
We Truss In 18' end zones and 4• ac. between zones.
NNEFor (2) 'L' braces, space nalls at 3' o.c.
Diagonal brace option,
T In l8' end zones and 6' ac. between zones.
vertical length may be
doubled when diagonal l8' 3B L' bracing rust be a minimum of 80z of web
brace Is used Connect I member length
diagonal brace for 6001
at each end Maxweb Brace Gable Vertical Plate Sizes
total length Is 14'. 311311 Vertical Len th No splice
2x6 DF{ 02 orLess then 4' 0' 2x3
better diagonal TI VIII 1 yllTf Greater than 4' D', but 3x4
Vertical length shown brace, single B, q!/ y
less than 11' 6'
4x4
In table above.
45'
or double cut
L 1
Greater than Il' 6'
as shown) at Refer to common truss design for
upper end. app jrMqL ju%
peak, splice, and heel plates.
rl iws•1en Refer to the Building Designer for conditions
Connect dagonn at
midpoint of vertical .eb
Vi • •
Refer to chart ave or rtI el n not addressed by this detall.
uVAtIMOm READ Alm fMIAW ALL HUMS ON TNa DnAv[No t REF ASCE7-10-GAB16015wK9pmITANTw- fUUDSII THIS OMVDG TO ALL COITRACTIM DNIUOING TIE DW*AJJ= V •
Trusses .rauN..xtren• care In febricatrhe, hand V, dh1pp6 , InstalUp aM bra hp Refer ,d i
follow the etewt edelen of list (mach• co,"-nI safety Infon ashon by TPI .mM S1CA) far'It j . DATE 8/3/15
Prances prior to performheq these functions tnsalars shall provide tewararytradro per L
udess noted aV—wise, tap chard shall have property attached structural sheafhl a and b
when have . prope,ty attached coming, Locations Shoe. far perwarent acral r•sereht SAT 0 DRWG S16015ENC100815
17 1 rWshallhavebradYnalledperI sections BS• 97 or 110, as applkahle. Appy pates to eadtirrt' of truss and Pa Itlanwl as decal above and on the .hawk Details. unless noted ,(,grate.
Reser to 160A-2 for standard pea posWarv. d • [
V
1 f
111=
r
AN iTWODAAM1'1Y
Alpha, a division of ITV tluldep Components grow Inc dell rot be re 95" far devbtbn
eWs trewblp, arty failure to build the truss h conformance .hth ANSt/TPI L or far d ppbp,
1 •
a •••
aa...a...
as \
twnn L brcbll of bsses.
LMAX,
TOT. LD. 60 PSF
d en this crani ar cover pall Uwtlhl this dra.hy ehdeates acceptance of3723\ lely h ddeaign d1 - '• h' w hdw •f (his d'••1V 0Rmehpon\ Onve
2001ddVIstheexpat*111ty of W BtelDedplerperAI61/TPI 1 Sect, I AllIMaryhrMHegnls.\MO\630x3Kyr t°mYeonj 1ooltje'ecsAfeerD 2018 MAX. SPACING 24.0' TPI, w..
spnJv°
se:1i SWA .%.t:baa ,a
STRONGBACK BRIDGING RECOMMENDATIONS
All scab-on blocks shall be a minimum 2x4
BUTT STRONGBACK stress graded lumber.' BRIDGING TOGETHERO
All strongback bridging and bracing shall be a
minimum 2x6 'stress graded lumber.'
41 No-The purpose of strongback bridging is to
per ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses,
4• -0' 2x6 (0.128'0.0') NAILS IN 2 ROWS AT resulting in an overall increase in the
SCAB 6' O.C.
NOTE, IN LIEU OF SPLICING AS SHOWN, stiffness Of the floor system. 2X6
LAP STRONGBACK BRIDGING MEMBERS strongback bridging, g positioned a5 shown In
FOR AT LEAST ONE TRUSS SPACING
STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o.c. (max.)
Mo.-The terms 'bridging' and 'bracing' are sometimesNOTE: Details 1 and 2 are the preferred attachment methods
ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an
V(
0
V/ (3) lOd COMMON 2 Important structural requirement Of any floor0.148'x3') NAILS OR
4) 10d Box/GUN or roof system. Refer to the Truss Design
O 28'x3.0') NAILS Drawing <TDD) for the bracing requirements for
each Individual truss component. 'Bridging,'
particularly 'strongback bridging' Is a
a
recommendation for a truss system to help
e° control vibration. In addition to aiding in the
distribution of point loads between adjacent
truss, strongback bridging serves to reduce
STRONGBACK BRIDGING
bounce' or residual vibration resulting from
PACT a R EN moving point loads, such as footsteps.
to W None required
a to 2rIm(at ce101rd WW The performance of all floor systems are
2) 10d COMMON (0.148'x3.0') OR t° 30 2 fOvs ° at aadt In wirtts), enhanced by the installation of strongbackBOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK 3 rm 0 at ( s)
TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END w rosatWac W bridging and therefore Is strongly recommended
SCAB-ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK V/ (3)
COMMON (/
GUN
x3.0') NAILS For additional information regarding strop backROR (4)lOd BOX/GUN <O.128N ILS. O bridging, refer to BCSI <Building Component
Safety Information).
o°
e
e
p1
o
Hmlrrusµff ATTACH
S TO
1
E $ -. F •. STRONGBACK
BRIDGING ATTACHMENT ALTERNATIVES 3. VMHVfl3
s WM A11D FOLUN ALL tams a nos cmur m• . 708 WVMNTofUMMTMd0\VOIG M ALL mTTIMMIS MO 11DIM TIE BUT ALLfF# TC LL PSF REF STRONGBACK DATE
10/01/14 Trussesr4q.6 o orr" a tare 6,feb ioatnp, hendbig. "W amstatt" end w"Iro of ftr to .4 falte.
tattst eshbn of KSI CMdN Commis It Safety 1 astim by TPI aM SIM iltr etemporarybreca1pprattlespriertoprtoas, rvM9 these fr "cr s. ImUtlws shW providV tadess
noted etner.tse. top dord ~ have Properly ettsch-d str -ta st straetip and tar have
for IatflYl C
DL PSF BC
DL PSF DRWG STRBRIBR1014 Q &
LAO a.
11 pfA.lnfM r.
y
otted" end ceturlp LooaMons sho.n re °f `ftp S
AT O shallhaw• "stalled per =1 secVona p. 37 or aw, as eppuoaMe. Apply plates to f CO e
o/
truss and posMan as sho.n above wW m elle Jaht Drtab, odess noted otherelse. d i BC LL PSF Mier
to d—e1rW 160A-2 for standard plate postVena e Q
Alpe,
a dvlslon e/ [Tv Fed r,q1b C°npvrents Gap Inc. ~ not be reapwsf* for an dewaa • •• TOT. PSF AMIthbu."V p. arty Iaaw to toad the enrss " oonfawance ath AMt/TPt 1, r for harrdt"p, oa ` t 0 taUaetom
a bra*% of trusffa. aea••fa,,.•
e•'eN LD.
13723\
Riverpon\fhivs A pal on ew dr..alg ar leve gyf use•Ig Oft dra.Iw t t4bM and use nota professional 3 S,! andMoftlbdna"p wowouersdelyforWdrtonstenTMas, ivyeh.'eaponaeutY w s y ofat.r wtanpl a s.er. O /1 DUR. FAC. 1.00 vale\
zoo b,/
cevvb of`W vfr prr A t for "
fernation obis also f Marybrd\ Heights.% MO% 63043 nor.
see ytb•s g.n.rd notef pprrq aM ffb stteo tP ALPDE....
A t.{opt TP4 .... f SVC ..•.fbc•I ga 1100 ...JCtsa/f 1Ms SPACING V41VJ/
LV1O
I
Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1,00
Top Chord 2x4 SP #2N, SPF #1/#2, DF -L #2 or better.
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF -L #2 or better.
Attach each valley to every supporting truss with,
2) 16d box (0.135' x 3.5') nails toe -nailed for
ASCE 7-10 160 mph. 30' Mean Height, Enclosed
Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 140 mph. 30' Mean Height, Enclosed
Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00
Bottom chord may be square or pitched cut
as shown.
Valleys short enough to be cut as solid triangular
members from a single 2x6, or larger as required,
shall be permitted in lieu of fabricating from
separate 2x4 members.
All plates shown are ITW BCG Wave Plates.
12
3X4
12 Max.
2X4 X4
12
12 Max. I
1X3
8-0-0 max +
4X4
1X3 <Max Spacing) 5X4/SPL
20-0-0 (++)
Supporting trusses at 24' o.c. maximum spacing.
Unless specified otherwise on engineer's sealed design, for vertical
valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of
web, safe species and grade or better, attached with 10d box
0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous
Lateral Restraint applled at mid -length of web is permitted with diagonal
bracing as shown In DRWG BRCLBANC1014.
Top chord of truss beneath valley set must be braced with,
properly attached, rated sheathing applied prior to valley truss
installation.
Or
Purlins at 24' o.c. or as otherwise specified on engineer's sealed design
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design.
xx9 Note that the purlin spacing for bracing the top chord of the truss
beneath the valley is measured along the slope of the top chord.
Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
Valle
Spacing
PitchedCut
Bottom Chord
Valley
X oe-naited
2X4
Square Cut
Bottom Chord
Vallev
2X4
Stubbed Valley
End Detail
Optional Hip
Joint Detail
Th
Partial Framing
Plan
VAlimd" WM Alm FULUN ALL W= ON DO WAVM • O. !U8 4'
QF`DL
30 30 40PSF REF VALLEY DETAILWOUAMT•a ROM TKS WAVM TO ALL m11 MMU RCUM a TIE DWMA RS. s
Trusses r-qub estrme care In i brlarthy handlin•, a!qbq wteRb p and Reser ta •
folio. the tatest edition of KSI aamq tonpa,ant Safety Iruf rvatlon, 6y Tut fr sof i 20 15 7 PSF DATE 10/01/2014
practices Prior to Perfor+4 these Functions. IrstaRers shaU p'ovlde per a a
Urdess noted other.lse, tap chordshallslag have properly •tt•d,M st-uc% she• and bottm •
SAT Oa, shag law a properly attached E ceab,p 1.ocatb ns sham for perranent lateral restraint of 0 ; B DL 10 10 10 PSF DRWG VAL1601o1014
slag haw b installed pm t SI sections 23, 37 r 810, as appOeebN. Apply dates to eed h iIA&LAONE of truss and ppoas as •hem aseve ins m ehe Jalnt tl.tals, unless noted othrr.l". r • LL 0 0 0 PSF
Reser to d -6W 16OA-2 it stabw= plate pmlliona • f-
e
t
Alpw, a &Aslm of m [aadp conoenents crap buc. atoll not be response for a devla"on f
4slow •.
e' OT. LD. 60 55 57PSFartyANM00% MJdY thbl dr..wy fav to bed ttruss M cmFawnc. wth MISIiTPt 1, or it h.MY y s ipPhp, r d••a....••• ,
uatlan 6 6,0 of trusses.
A seal on t/ds dra.6V r cover P Rstbq tib dra.6w, budlcates acceptance of prefessdual
13727\RnaryortlDme pr •
al ly ;
vyV MmnmI soft '
a te% N`` OUR.fAC.1.25(1.33 1.15 1.15
Suae\200
MarygMllbiphta.\M01070a7
fr wort buiorvatlon see thb
ALPOIG eeenlpinalt.con, TPb ..atpwtcr0, Sia, ....sb°na,.tr Ann, ICO e..lcoaf. SPACING 24.0'
I VALLEY FRAMING & BRACING DETAIL I
Lumber Size and Grade Minumum Requirements
GENERAL NOTES
Purlins required 2'-0" O.C. in absence of plywood sheathing.
Trusses without sheathing applied must be evaluated accordingly.
Purlins should overlap sheathing one truss spacing minimum.
In cases that this Is Impractical. overlap sheathing a minimum
of 6", and nail upwards through sheathing into purlin with a
minimum of 8.841 (0.131"x2.S") common wire nails.
Effects of not providing sheathing below a valley set
must be evaluated by the building designer.
This drawing applies to valleys with the following conditions:
Spans (distance between heels) 40'-0" or less
Maximum valley height: 14'-0"
Maximum mean roof height: 30 foal
ASCE 7-05, 140 mph, Enclosed, Cat II, Exp 8,1=1.0, Ktt=1.0
Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp 0, Kit --1.0
TRUSS
TRUSS UNDER VALLEY FRAMING
VALLEY RAFTER OR RIDGE
CRIPPLE
ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max.
e the crlppes for each row starting from the valleys or sleepers
working Inward to the ridge board so that cripple locations are
gored between rows.
Typl
Innection Requirement Notes
2x6 rafters to ridge 416d toe -nails
Cripple to ridge 416d toe -nails
Cripple to raker 416d toe -nails
816d face -nails
Raker to sleeper or blocking 516d toe -palls
Rafter to two 2x6 sleepers 416d toenails
Sleeper to truss 416d toe -nails
Two 2x6 sleepers to truss 316d toe -nails each sleeper & truss
Ridge board to roof block 416d toe -nails
Ridge board to truss 416d toe -nails
Purlin to (Typ) 316d toe -nails
Truss to blocking 416d toe -nails
Truss to cripple 416d toe -nails
Truss to cripple 416d toe -nails
Cripple to purlin 316d toe -nails
CRIPPLE, BRACING, & BLOCKING NOTES NO
Collar beam to raker 41641 toe -nails
NOTE: 1641 (0.162'x3.5') COMMON NAILS
20 continuous lateral restraint (CLR) min. Is required for cripples S'-0" to 10'-0" long
nailed wf 2.10d (0.148"x3") nails. Or 2x4'T' or scab reinforcement nailed to Rat edge
of erifple with 10d j0.126"x3.0") nails at 6" o.e. 'T" or scab must be 80% of cripple length.
Cdpp es over 10'-0 long requre two CLR's or both tacos wl "T' or scab. Use stress
graded lumber & box or common nails.
Marrow edge of cripple can face ridge or rafter,
as long as the proper number of nails are
Installed Into ridge board
Install blocking under raker If sleepers are not used.
Install blocking under cripples If cripples fall between
lower truss top chords and lateral bracing Is not used.
Apply all nalling In accordance to current NOS requiremen
Nails are common wire nails unless noted otherwise. H
NI
GENsF • 'e
1 1 •=
vNtNDl3- RE0 MID MLOW ALL TOTES ON no$ WAVING!
s aPOITNfrs• nseaw T102 OIAVDG To ALL CONTRACTORS OCUMIN'r TIC OSTALIERL
Trusses raaJv ewfY cora h fabrlcethp, h•ndlha. shfppble, Instfu,R end Refer tden
roue. w toted eahfbrl of 1CS1 Ck&&V Canporrnt Safety IW ar a%w% by TPI aM SKA) fpr mp t
praetices prior to perfor4ee0 tease fu CVW4. Insttllers Beau W'ovke teroarary braOlD per SCZL
IkA—. voted 00—fte, top card shall haw properly attedad struearal dwoV&V end bonen Sh
shalt haw a prapway attoehed rlya cealr y hecstaru sheen for per,ara.lt lateral resWht M
d+aLL hove hstaltfe per RCSI efetksa p. 17 or RIO. ej e. Apply pates to eadl 1Qoftrussltdpeualp &bow and an the .1dnt DOUR$. a noted otheratw. d
War to dreshes VAA-2 for atandord plate padtkn
Atpaw, a diAsIm of r V 4aro Cenparanb Inc. shwa not be mspanWle for any devbtlen f
AN ITWCJMPANY Mb draftee, any fLL,re to bJd Me bvsa h eonforwanCe dlh ANSVrK 4 or for hanftq, d4*6
hstellatbn a bmckq of trusses.
A seal an vesldmWQ or cover pale ItrthO Mb 6-ash0, adtites amVlRrice of professlaal
e q solely far the n clavi, Ila owt. and m d Mb ass,e
hues taldroN drue
fOr •rrY o tl'• r••pO1h' a a+ V*v ddvh•r' vim' waT TPI t S.C.R.
13MUy.0 Omn
far no -s Wixn 'ton ave fhb Job's eeraral notes page and thew fab stewM.PIND f ,,4l0baftv4:enf TTL eff.taYVRorw SKOW f f p' enr WO fsfJxsafeora
STATE OF :
4 ORIOP'•'*
lzt
O%
A) I (B) (••)
LL. 20130 40 54 1 REF VALLEY FRAMING
IC DL 10 20 7 7 DATE 10/01/14
6C DL 0 0 0 0 DRWG VACNV1801015
BC LL 0 0 0 0
TOT LD.30 50 47 61
DUR FAC. 1.25/1.15
SPACING SEE ABOVE
R I:CORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
1 8- 2262
Permit #
Project Location Address:
Sq
oRD0
RnnE%
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging herma Tru Swinging Ext. Door (front door) FL20461-R3
Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.6
Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.113
Roll U
Automatic
Other
2.Windows
Single Hung MI Windows Single Hung window FL17676.2,9,16
Horizontal Slider
Casement
Double Hun
Fixed Ml Windows Frame Fixed Glass FL 18644.04
Awning
Pass Through
Projected
Mullions MI Windows Mullions FL 18504.2
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3.Panel Walls
Siding
Soffits Alpha Aluminum, Inc. Soff its FL16544-R3
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles CertainTeed Shingles FL5444-R13
Underla ments Rhino Linings Corp Coatings FL21842-R1
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shin les
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millennium MMI -2 Off Ridge Vent FL19567-R1
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5.Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6.Skylights
Skylights
Other
7. Structural
Component
Wood Connectors
Anchors
Truss Plates ITW Bldg Components Truss Plates FL1999-R6
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Commercial Concrete Quality Precast FL1774-R5
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
HVAC Tie Down BMP International HVAC Tie Down FL14239-R4
Applicant's Signature
Applicant's Name
Please Print)
June 2014
s
Florida Building Code Duct Leakage Results
Builder:
v /
Neighborhood: > Lot #: >I
Address: W'y AW R.'%&
City: 5_ 11 State: Permit M
Square Footage: X! 2F?'—
e
Stage of Construction for Test
Rough in with Air Handler 1:1 Rough in no Air Handler RX Post Construction
Duct Leakage Test Results: ',
19I
Duct Leakage percent requirement:
System CFM25
Square
Foota a
Duct Leakage
CFM/100s ft.
Location Pass or Fail
a
2
3
4
5
Rating Company: SkveTec®
Fail
Inspection Date: ! Llf
Rater Name: Eric Goodwell
Rater Signature: 9!:
Sky eTec-,
The Energy Code Experts
9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225
Phone: 904.482.4000 1 1.866. S KYETEC
www.SkyeTec.com
s
When Buildings Talk, We Liston.
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING
CONSTRUCTION
Envelope Leakage Test Report
Prescriptive and Performance Method
Project Name: Builder Name:
r6eV41101"Ovol
Street:8/nt°/ k%c G/ Permit Office: j4wfaa
City, State, Zip: "ir'V fpfC) rl 3 11-771 Permit Number:
Design Location: *"W" Jurisdiction:
Square Feet: g Conditioned Volume: 3 C7
Envelope Leakage Test Results
Single Point Test Data:
j%
HOUSE PRESSURE: FLOW: /'Wev
Leakage Characteristics
Pass Fail
50): CFM 50 :
ACH(50):'
R402.4.1.2 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)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be
signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all
penetrations of the building thermal envelope.
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 requirements in accordance with
section R402.4.1.2.
PRINTED NAME:
Eric GG000dwell
DATE:121E—
Where required by the code official, testing shall be
conducted by an approved third -party. A written report of
the test results shall be signed by the third party
conducting the test and provided to the code official.
BUILDING OFFICIAL:
DATE:
Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code.
J.
wlo _liar successfullyompleteci a= comprehensive
on=ari-.,..is: a-cc- 'ed:
hif.1r
s_ a -. of :urieOlt-
PIX2_
ChiefF.xeg14 ve:O,Q der-' :: : _ Chief Operating macer
B::U T-E:R:F O..:i 11%I::A:.N :E:.:: I:1 ST T.T U:.T=E:=;::.I:T
A- I"
8- aqql
When Bulldlnps Talk. We U3ten.
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING
CONSTRUCTION
Envelope Leakage Test Report
Prescriptive and Performance Method
Project Name: t f M &1V#A1111f Builder Name: 7-acilI/' OX'11,54V
Lle
Street: f68 ge %& 1-r% Permit Office: "G(/
vvl
City, State, Zip: ' (W f0/1c fL 1171/ Permit Number:
Design Location: O%/CeW, Jurisdiction: C y?Ifjq
Square Feet: zl z Conditioned Volume: /9K6 9
Envelope Leakage Test Results
Single Point Test Data:
l J
HOUSE PRESSURE: FLOW:
Leakage Characteristics
G y 9 Pass Fail
CFM (50): / /
ACH(50):
R402.4.1.2 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)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be
signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all
penetrations of the building thermal envelope.
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 requirements in accordance with
section R402.4.1.2.
SIGNATURE:
PRINTED NAME: Eric Goodwell
DATE: -zz
Where required by the code official, testing shall be
conducted by an approved third -party. A written report of
the test results shall be signed by the third party
conducting the test and provided to the code official.
BUILDING OFFICIAL:
DATE:
Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code.
s
Florida Building Code Duct Leakage Results
Builder:%Gff ff/,
Neighborhood:: Lot #:
Address:
City: State: Permit M
Square Footage:
Stage of Construction for Test
Rough in with Air Handler 1:1 Rough in no Air Handler OPost Construction
Duct Leakage Test Results:
Duct Leakage percent requirement: %
System CFM25
Square
FFoota a
Duct Leakage
CFM/100s ft.
Location Pass or Fail
2
3
4
5
Rating Company: SkyeTec®
Rater Name: Eric Goodwell
Rater Signature:
Fail
Inspection Date:
The Energy Code Experts
9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225
Phone: 904.482.4000 1 1.866.SKYETEC
www.SkyeTec.com
BPI -ID#: 059889 = :: M:.. = : - _ - _:. :., • - -
who:liar sureessfull = =com :letec=a-compre ve
eva u -is. -cera"- '•e
Utt it -;D
as: d: _urie 16: ---2.
612020::
Laffy-2ai C2S ii ce eNlsirie
Chief Executive fiver- .. ::::' • . " - _ - . _
Y B •
ST::D I=G .:.P:•E:R:F O. R 1VI::AN=C E::::I.:1 5. T I.T CJ:-N C:
if
DESCRIPTION AS FURNISHED: Lot 219, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages
70 thru 71, Public Records of Seminole County, Florida.
BOUNDARY FOR/CERTIFIED TO: Miguel Jimenez and Susana Minier; Inspired Title Services, LLC;
40.00'
First American Title Insurance Company; Taylor Morrison Home
OL..
Funding
LANA'
TRACT 1 (UTILITY do ACCESS R/W)
50' R/W)
TYPICALPOINT Or REVERSE CURVATURE
POINT Or CONPOuND CURVATURE
30' UNNAMED PUTTED ROAD
CX CONCRETE IO4N RNit.AD RADIAL
FLORIDA LAND & COLONIZATION
COMPANY LIMITED W. BEARMCS
SCT I.R. . ./OLD ASSN59
MAP OF ST. JOSEPHS
P.11 t, PACE 114)
RCC. • RCCOVCrRECOVERED E V.P.
NON-RADIAL
o S 00012'
21tFENCE
P.O9. POINT Or BEGINNING CA. CALL.
ON 40.000.
2' y0'0------------
SET
PRM CRMANDLT REFERENCE IHTMIWEM 4• NO VNDCRGNOUND I.YYIR04'yf.MS HAVE BCCN LOCA UNLESS OTHERWISE SHOWN.
µD
CCNTCRLINC
NAIL L DISK
L145961/2"I.R. 1
r 10' LANDSCAPEWALI 4596
SET 1/21. R.
9K SCNCNMAAR
FENCE ESMT.
19.23' 19.23_
ry 03Q*
ESN CASEMENTCSWI. • CASCNEHT
1g-2z Z
RASC SCARING 7. OTA%N6S. ARC BASED ASSUMCO DATUM AND ON MC UNE SHOWN AS BASE MARINO (B.B.)
DRAIN. DRAINAGE S. P.LVATIONS, IF SHOWN, ARC DASM ON NATIONAL GEOOEIIC DATUM Or 1929, UNLESS OTHERWISE NOTED.
3'7.0'x3.5'
i2.AC
P. CERTIFICATE Or AUTHORIZATION NP. 4394.
varC • VOOD FENCE
vC POO NT Cor CURVATURE
PAD L
SCALE 1' - 20'-4 DRAWN BY.
P.T. • POINT Dr 7ANGENCY
D[SC. • DESCRIPTION
5.00'
CER77nra BY. ORDER No.
15.7' 14.3'
5.00'
L ARC - DELTA LENGTH
COV'O. ^.
CONC. FOUNDATION/EUNS. 07-31-18 4941-18
C.D. CHORD SEARING
CONC.
NORTH
THIS BUILDING/PROPERTY ODES. NOT UE WITHIN
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM"
14.3'
ZONE 1("
5.00'
LOT 168
k
5.00'
5.00'
P.I.
5 207.14' SS
r - - - - - - - - - - - - - - - - - - 1
SET N&D
14596
o -
Q PROPOSED —FINISHED SPOT GRADE ELEVATION
PER DRAINAGE PLANS
r — - PROPOSED DRAINAGE FLOW
LOT GRADING TYPE A
PROPOSED F.F. PER PLANS - 23.6'
PROPOSED GRADE PER CONSTRUCTION PLAN ++
TWO STORY
RESIDENCE
F.F.= 23.60'
5.0'
COV'D.
BRICK
8.7'
0
Oi
21.3'
BRICK
i' WALK
16'
BRICK
25.22' DRIVE 25.20'
I O 1 10' UTIL. ESMT. I 10r I11.
11
5' CONC. WALK
5
5.00'
REC. N&O
14596
B.B.) N 0001455" W
40.00'
o
P . PLAT OL..
RED ROSZ'` LANA'
TRACT 1 (UTILITY do ACCESS R/W)
50' R/W)
TYPICALPOINT Or REVERSE CURVATURE
POINT Or CONPOuND CURVATURE
BUILDING SETBACKS:
FRONT = 25'
REAR = 15'
SIDE 5.0"
SIDE CORNER — 10'
LOT 220
LOT = 4,778
LING = 1,467
GARAGE - 455
ENTRY - 71
LANAI - 139
BREEZEWAY - N/A
DRIVEWAY - 403
A/C PAD - 18
WALKWAY - 68
IMPERVIOUS = 54.8
2,622
SOD = 9 ISR
SOFT.
SO.FT.
SO. FT.
SO. FT.
SO.FT.
SOFT.
SOFT.
SO FT.
R
SOFT.
R/W = 440 SOFT.
APRON = 110 SOFT.
SIDEWALK - 200 SOFT.
SOD - T.Tn SD FT
INFORMATION SHOWN AREA = 5,223 SOFT.
I SUPPLIED PLAN DRIVEWAY - 513 SOFT.
HSTRUCTIONS PER SIDEWALK - 268 SO.FT.
IT FIELD VERIFIED) SOD = 2.291 SO FT.
CRUSZNHEEER-SCOTT LIG ASSOC, INC. - LAND SURVErORS
LEGEND - LEGEND -
P . PLAT OL.. POINT ON LIN[ 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436FrICLD
IP. [ION PIPE
IR • IRON ROD TYP. IRC• PLL• TYPICALPOINTOr REVERSE CURVATURE
POINT Or CONPOuND CURVATURE
NOTES
I. THE UNDERSIGNED DOLS HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SCI FORM BY THE FLORIDA ODARO Or
CX CONCRETE IO4N RNit.AD RADIAL PROFESSIOWA. SURVEYORS AND UAPPERS IN CHAP![R SJ -17 no ADMW/STRATIVE CODE PURSUANT TO BECKON 472.027, FLORIDA STATUES
SCT I.R. . ./OLD ASSN59 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIOW4. RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID.
RCC. • RCCOVCrRECOVEREDE V.P.
NON-RADIAL
VITNCSS 7. THIS SVRVEY WAS PREPARED FROM TITLE WFORMATTON FURNISHED TO THE SURVEYOR, MERE MAY IRE OTHER RCSTRICTIONS
P.O9. POINT Or BEGINNING CA. CALL.
COWi
CALCULAIC OR CA,SEWEMS TINT AFTE7 THIS PROPERLY.
PA.C. •POINT D< COMMENCEMENT PRM CRMANDLT REFERENCE IHTMIWEM 4• NO VNDCRGNOUND I.YYIR04'yf.MS HAVE BCCN LOCA UNLESS OTHERWISE SHOWN.
µD
CCNTCRLINC
NAIL L DISK FF. RSL FINISHED FLOOR CLEVATILH
tUILDING SCTDACK LINE S THIS SURVEY R PREPARED FOR MC :OLE SCHUTT OF THOSE COMFICD M AND SHOULD NOT BE RUED UPON BY ANY OTHER ENTITY.
R/V• VAT 9K SCNCNMAAR 9, VirrNSIONS SHOWN FOR INC LOCATION OF WPROVW&rrS HEREON SHOULD NOT DC USED TO RCCONSTRUCr BWNIOV W UNCS.
ESN CASEMENTCSWI. • CASCNEHT 9J. RASC SCARING 7. OTA%N6S. ARC BASED ASSUMCO DATUM AND ON MC UNE SHOWN AS BASE MARINO (B.B.)
DRAIN. DRAINAGE S. P.LVATIONS, IF SHOWN, ARC DASM ON NATIONAL GEOOEIIC DATUM Or 1929, UNLESS OTHERWISE NOTED. UTIL. • UTILITY
CLEC. • CHIN LINK rCNCE
P. CERTIFICATE Or AUTHORIZATION NP. 4394.
varC • VOOD FENCE
vC POO NT Cor CURVATURE SCALE 1' - 20'-4 DRAWN BY.
P.T. • POINT Dr 7ANGENCY
D[SC. • DESCRIPTION CER77nra BY. ORDER No.
R • RADIUS
L ARC - DELTA LENGTH PLOT PLAN 05-09-2018 2954-18
E • CHORD CONC. FOUNDATION/EUNS. 07-31-18 4941-18
C.D. CHORD SEARING FlNAL/FLEAS, 11-16-2018 7691-18NORTH
THIS BUILDING/PROPERTY ODES. NOT UE WITHIN
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM" TO GRUSEN R, R.L.S. / 4714
ZONE 1(" MAP I 12117C 0055 F JAM W. SCO , R.L.S 14801
Builders Statement rtainoTge'
GOBAiN
ln ulSafec" SP Fiber Glass Mowing Insulation
tris cin _-- __._. ok 1- t c, HorM er Name i John a Name --"—
Home
Installer e'Contrac:or (sign)
Builder
n-P.Pulooy :sign ii requve0)
OPEN ; TTIC APPLICATION
Residential Products 1' )-j
Comtaany Name Date
Company Name Dale
Dale
R- GLUE MD. BAGS PER 1.000 MAxiMUM NET kummuM 8rr114L 116TAUJ-ED MU8YR1M5E17LED54. FT.NE•AREf CJVa"E WEIGHT THICIOZEW THICKIM
i To VramN
W of. Nurrt/frof s contents of bw 3ho M net Wer3ht Def sq R of kkdallod
iruulmton shmo rot be I dulled tn67rwm eiow Y fask7d /naAatton should
r
lee 28.9
cover more Itcn'(sq. ft)
3:5
less Than: (W . fL)
0.897
not be IM then (triches))
21.75
not be Icsa IAmf: GM+rrs)
2175
49 1 23.5 426 01771 IBM 10:25
1 2nD 4&0 M646 1650 18x'4
I 38 l i.9 7 0. 14.50 1450
130 I1;4
0.42? 1750 1,.,0
17.8 6266 1tL00
22 1 9.9 1 101.4 0—W3 8.70 8.59
e 8.8 I 1162 0267 7.50 7.57
170A0182 525 5.25
SA 2005 0.15u 4.50 4.50 I
SQKt jLSIIfESP i T Mi R QF ti$Eo ` BA1 i i {ttitkS; (%j -
et•
THERM iL PERFORMANCE — ATTIC SLOWING APPLICATION
In aciordance with the chart above, you must install the minimum number of bags per 1,000 sq, ft. of net area for each
R -Val je listed.
The r iaximum net coverage must not exceed that specified for each R -Value.
The i0sutation must be installed at or above the specified installed thickness for each R -Value.
Failw a to install the required minimum weight per sq. ft. of insulation at or above the initial installed thickness will result
in rat uced R -Value.
This roduvt should not be mixed with other blown insulations or the thermal claims will become invalid.
DANCE[ RECESSED LIGHT FIXTURES — TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3' OF
SUCH DEVICES. THIS WARNING DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT
FIXTURES WITH THERMALLY PROTECTED BALLASTS.
AW
CITY OF SANFORD
JUL 1 2 2018 BUILDING & FIRE PREVENTION
D PERMIT APPLICATION
application No:
koriDocumented
Construction Value: S 10200JobAddress: 52a FLa&.P, Historic District: Yes No [
Parcel LD: L2±2l —TFyr( () Vp Residential5Commercial
Type of Work: i\ew tJ .addition Alteration Repair Deno Chane of Use[] NIo%-e
Description of Work: I
tl i tL1I !rtc::r.l \d 1,
Plan Re%-ie%N- Contact Person:
Phone: Fax: Email:
Property Owner Information
Name Int IIce .M=5a1 Phone:
Street.
Cir\-, State Zip:
Title:
Resident of property? :
Contractor Information
I r
I
Marne_Ski-, C't I_ (_i \ t I'ii 7 Phone: G! / :i / I I I1
Street: 'z-! 1 1 u Fax: Vc,"15),5 l C102rN
City. State Zip: ,!! 4 i ll 'j% / / I State Licer:se No, ,I 7" 0
Naine:
Street:
Cit\•. St. Zip:
ftndin Company:
ktldr•ess:
Architect/Engineer Information
Phone:
Fax:
E -nail:
Nlort_au Lender:
Address:
WARNING TO OWNER: YOUR F:\II_L'RE TO RL•"C'ORID A NOTICE (.)F CWMENCEMENT M-\1' KEL'I_T I\ 1'OL.It
PAYING TWICE 17 OR INPRO\•DIENTS TO YOUR PRoPF.RTI. A 'NOTICE OF CONI-MENCE>IENT MUST RE
RECORDED AND I'OS•I*L•-D ON THE JO,'-', SITE REFO;:E T• IE FIRST INSPECTION. Ir VOL' INTEND TO o:;TAIN
FINANCING. CONSULT WITH YOUR LENDER ORAN ATTORNEY F:EFORE RECO,^IIING YOUR NOTICI: or
C0\IME.XCE\IFNT.
o-'%- an J ..._..... _'::," :; ... I:'.:!: _..... I ..:. .: .-. 71, OT
0 ii'.: I:_3n.:0; ° I:.i:::: gni `:1 il''c':.._.. :z-•: C, ill l]•l- .•,:f ..: .., ., j,:- .- '' .. .. S :__ .:.,. _ Cis: ;;_,:...-.•:
ins il!r: cic:iva I I:1i&ma r.d that a separat; permit rlu;t be secured fu:' OLCEHCA %%,Irk. plutaain;. si_r.;rel!;. puuls.
furv.icet. boilers. heater,;. tanks. aril air conditioners. etc.
FI:C W.3 shall be ir.:crihed %, kh thr ,!ate ul :,nplicr,i..n and the c,'dr in •ff:rt a. ,,.' la:a da:r: ' f di:i,ul t:41=, I loci is f:uildia_ C r,d:
4. . A
NOTICE: In addition to the requirements of this permit. there may b: additional restrictions applicable to this proper.,• that ma,• be
found in the public records of this county. and there mar be additional permits required from other governmental entities such as
management districts, state agencies. or federal ncencies.
acceptance of permit is ,•erific^tion that I "Al :otifr the o-wner of the pro; e,y of the requirements of Florida: Lien Law. FS i I..
The City of Sanford requires pa,•ment of a plan re, ie+, fee at the tine of pen..it submittal. a copy of the executed contract is regtnred
in order to calculate a plan review charge and will be considered the estimated construction value of the job nt the time of subtmirtal. The actual constriction ,•alae will be FSur:.d based on the cap—,ca:i ICC valuation Table in effect at [ie tithe the p:rn;it is isseed. in
accordance with local ordinance. Shotald calculated char:;; figured off the execuitd conmict exceed the mental consmacr.iot: value.
credit will be applied to your permit fees when the permit is issued.
O H'ER`S AFFIDANTr: 1 certify that all of the foregoing information is accurate and that all work «•ill
be done in compliance with all applicable laws regulating construction a d.zontng.
acv. 4•s:xrstn.'s \3n:
IZ.xu.: of docs- •S..21: Fk-ndi Dz:.
O„'il'r .2 Iii is Perso:lalk. Known to \Ie Or
Produced fD Type of ID
S•C7.:-_..
r-::C
Comractor'.` gent i5 " P:;;ora!I !`r!o„ tl to \leo-
Produced ID Trp,- of ID
BELO«' IS FOR OFFICE USE ON -L)"
Permits Rcgttircd: Building El:c:rical \Icclta aicnl Plttrabiae
Construction Type: Occupancy Use:
Total Scl Ft of Eldgj: Alin. Occupancy Load:
NO\ COnStRICtiQn: Electric - - of :laps
Ga; Roof0
Flood Zone:
of Stories:
Plonlbing - - of Fixtures
Fire Sprinklzr Perr;rir. 1•es \o = of 1ie ;; Fire Marra Permit: 1 ;; N,,
APPROVALS: ZONI'NG:
E\GrXEERING:
COMMENTS:
UTILITIES:
FI?F:
fit'ASTE\VA.TL-R:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 0
Documented Construction Value: S. ( / 0 7
Job Address: '.5 1 9 /</ x9, -'e Historic District: Yes No
Parcel TD: .-e c5 Residential Ef Commercial
Type of Work: New f9 Addition Alteration Repair Demo Change of Use Move
Description of Work: NEW RESIDENTIAL PLUMBING
Plan Review Contact Person: Title:
Phone; Fax: Email:
Property Owner Information
Name / YJ76.1.J'I S css-t Phone:
Street: Resident of property?
City, State Zip:
Contractor Information
Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 201" qal
Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522
City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FATLIIRE 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 ATI'ORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as.indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air cunditiuners, etc.
FBC 105.3 Shall be inscribed with the date of application sod the code in effect as of that date: 510 Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE.: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
rhe actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
ONVNER'S AFFIDAVIT: T certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning,
signature of Owner/Agent Date Signature o L t gent
TONY MAHAFFEY
Print Owner/Agent's Name Pint Conlractnr/Agen a tme
Signature of Notery•Statc of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature o f tlotery•State of Florida
ORGU
Contractor/Agent is Personalli (3Eycp MIW
Produced ID Type of ID % '/
i
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mcchanical Plumbing Gas[] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Revised: June 30.2015
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Permit Application
CITY OF SANFORD
BU- ILDING:;&r;iFIRE: PREVENTION
P,ERMITrAPPL4CATION
Applicati!D l .. 0:.
ocurrit:nted Consteuetiwi:•'Valnix: t
Job Adress:::.1. S $is ttric,>)'istrict:. Ycs.o'No
Part;el ED: R6'lde 40 •Cominer ial L
Type NofWOriiNew Addition El Alteration -E]. Reppir-
n1 pemo-D •.Ghaage of:U_se4 'Move•0
Description of Worki;tl5g ftiff G'li:i"1 t-
PIan Review ContscF-Person: gAr, ! . Title:--
Phone: `fU-I4;5,aOoa Fax Email: Email:
Property 6W"' Oer lnfonna%ion
Name 1; J h ' Phone:
Street: ( (
fj
e C C.h C Resident of property?
City, State Zip:a 4
Colitraor Information
Name _ - — - -t .._._. ' hont : 01;- D
street.3 Tsco
City, StateNo.:('
S'J3
Zip: Q,f1
Y -
State License No.: (1-I:I) 0----
Archite.OEngineer Information
Naive: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Add regs: 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 COMM•EIVCkMiNT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITO YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
m^plisation is-heFeb}made-to vbtein-n-permiMo-do-the t+ork nd-imtailattansas-h dicatc 9t9thdti0t1 htr5-
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
P,stmil Application -
NOTIM In -addition. -to the aequiienien' &of this .permit, there ritay be additional restrictions applicable to this property that.muy bi:
found in'the•public records Of..IN s bounty, and there rniay' be additional permits required from other govemmedtal entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will' -notify thb owner' of the property gf .the requirements of Florida Lien iAw, FS 713.
The Cityof Sanford requiies•payment of•a plan reYiew fee at the time:oflrermit•.subrriittal. A•copy•of the executed contract is required
in order Yo 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 :4CC Valuation Table in effect at the time the peiimh'is issued, in
accordance with Poral' drdinariee. ` Should calculated charges figured off. the executed contract exceed the atattetl eonstrutttioni vgloe,
credit will be applied to yopr:permit.fte; wbeq thopermit is issued.
OWNEIt'S'A1rI+IDAVft- T:ee'rtify that 611,6f the foregoitl'g information is accurate iat'' work will
beAotie' in compliance with .all applicable,laws regulat- construction and zo g ,
Sigmiatte of OwnWAgett Date ' • Si " tc of Cunuactpr/Agent• '
Print Owmditettt's Name i Contractor/Ant's Namea
C kl AsQ
sip mte,orNowy_siate of Florida Date , signamm orNo ryState o Florida Date
jL CHERYL D AKERS
MY COMMISSION # FF998962
EXP14FS June 05, 2020
or) '9aatss FbrteaNaiiy$a7ykt.wm .
Owner/Agent is personally-Kiown to Me• or .Contractor/.Agent is _%En-Persoua y Knowtttome or .
Produced IDType of ID Produced ID Type of ID
BELOW IS . FOR-•OFMCE USE ONLY
Permits Required: Building Electrical'[] Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: . Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes Pio # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:.
ENGINEERING:
rntvrnnrN' .
UTILITIES:
FIRE:
WASTE WATER:
BUILDING:
ltcviud Jun 30 X015 - — - ' - - - - --'P'^*ltJ.tpplinti+