HomeMy WebLinkAbout3939 Night Heron Dr 18-2667; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT (
STATEMENT NUMBER: 18100005 DATE: June 14, 2018
BUILDING APPLICATION #: 18-10000530
BUILDING PERMIT NUMBER: 18-10000530
UNIT ADDRESS: NIGHT HERON DRIVE 3939 17-20-31-502-0000-1990/
4
f r
TRAFFIC ZOTWPJURISDICTION: SEC:
TWPRNG: SUF: PARCEL: Of SUBDIVISION: TRACT: PLAT BOOK:
PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME:
ADDRESS: APPLICANT
NAME:
PARK SQUARE ENTERPRISES LLC ADDRESS: 5200
VZINELAND RD STE 100 ORLANDO FL 32811 LAND USE:
WYNDHAM PRESERVE TYPE USE:
WORK DESCRIPTION:
CITY-SANFORD SPECIAL NOTES:
3939 NIGHT HERON DRIVE / WYNDHAM PRESERVE / 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 00 FIRE RESCUE
N/A 00 LIBRARY
CO -
WIDE ORD Single Family
Housingg 54.00 SCH90LS 1.
000
dwl unit 54.00 CO -WIDE
ORD Single Family
Housing 9,000.00 1.000 dwl unit 91000.00 PARKS N/
A 00 LAW
ENFORCE
N/A 00 DRAINAGE
N/
A 00 AMOUNT
DUE
9,759.00 PERSONS ARE
ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY
ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF
A BUILDING PERMIT. PERSONS ARE
ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL
THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE
EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF
THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF
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 `SOP LEFT OF THIS STATEMENT. THIS STATEMENT
IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN
60 CALENDAR DAYS FROM THE DATE ABOVE 41
Parcel ID Number: 17-20-31-502-0000- 11t0
Prepared By Daphne Clark
and Park Square Homes
Return To : 5200 Vineland Road, Suite 200
Orlando, FI 32811
NOTICE OF COMMENCEMENT.
State of Florida.
County of Seminole. Permit Number:
61-' iff P1P LO SEI INDLE C:OUN, `r
G4_Ei lqq; Of: C:l:['%C:tJ!I* COURT & C._NPTROL-il_ER
PSI 1513 1IPS!s
CLERK'S T 2018068006
RECORDED ['16/1.41/ 21:11PP' I{
ECutl.,f ING FEES -'10.0A RECORDED
BY tsti i t17 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. 1.
Description of Property: LOT Ili Legal
Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page
93-102, of the publicrecordsof Seminole County, Florida. Address : —39S9
81 i4 ' 1' Gro%+ .DR/ , Sanford FI 32773 2. General Description
of Improvements: New Single Family Home 3. Owner Information :
Name Address Telephone 4.
Fee
Simple
Title Holder: 5. Contractor Name
and Address: Name Address Telephone 6.
Surety:
N.
A. Park Square Enterprises
LLC 5200 Vineland Road,
Suite 200, Orlando, FI 32811 407) 529-3000
N.A. Park
Square Homes
5200 Vineland Road,
Suite 200, Orlando, FI 32811 407) 529-3000
7. Lender: Name
Fifth Third Bank Address 5050 Kingsley
Dr. MD: 1MOC3J Cincinnati, OH 45227 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
d12111k Signature of Owner's Agent: 4t—,, Vishaal Gupta Executive
Vice President,
Park Square Enterprises LLC Sworn to and
subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID. Notary Public Daphne
Clark My
commission expires:
6/27/19 Serial No. FF20910$
ary Signature: a k o
wecM 41,
REQUIRED INSPECTION SEQUENCE
PARK SQUARE HOMES SFR DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing —Walls
30 Sheathing — Roof
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address:
tit LECTRICAL,PERMIT
Min Max Inspection Description
10 Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
WIN INRl V iPT 0-
Max Descri LionMin
10
Inspection
Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
MECHA"MGAL,PERMIT
r11M00ln
Max Ins ection Uescrt non
Mechanical Rough
Mechanical Final
REVISED: June 2014
CITY OF
Building & Fire Prevention Division
jSFUNI-1011' PERMIT APPLICATION
FIRE DEPARTMENT
Application No:
Documented Construction Value: $ 1!54S 31
Job Address: 313 1 Y, ap, i Historic District: YesF]NoFv(l
Parcel ID: 17-20-31-502-0d00- 0 Residential 7 Commercial
Type of Work: NeWIZI AdditionEl AlterationF—]RepairF—]DemoE]Change of Use[] MoveH
Description of Work: NEW SINGLE FAMILY HOME
WYNDHAM PRESERVE LOT#
Plan Review Contact Person: Daphne Clark Title:
Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com
Property Owner Information
Name Park Square Enterprises LLC Phone:
Street: 5200 Vineland Rd STE 100 Resident of property?
City, State Zip: Orlando FL 32811
Contractor Information
Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100
Street: 5200 Vineland Rd STE 100 Fax:
City, State Zip- Orlando FL 32811 CRC1330351StateLicenseNo.:
ArchitecVEngineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: N/A Mortgage Lender: N/A
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effeel #%of that date: 6" Edition (2017) Florida Building Code
CONTACT
Daphne Clark
Revised: January 1, 2018 -6940407-257 Permit Application
Daphne OPe'rmitsperm tts Permits - Corn
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 pen -nit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 711
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 'Fable 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.
a,,
Signature of Owner/Agent /Date I
VISHAAL S GUPTA
Print Owner/Agent's 7n
Signature ofl'To ,!!e of Florida I Dati
D. A. QMK
lWy CaWWON # FF 201(kAEXPIRES. Atr:,2,7 2019
Owner/Agent is YES Personally Known to Me or
Produced ID N/A Type of ID
Signature ot'Contractor/Agent /[)Ute
VISHAAL S GUPTA
Print
Tay -State of Florida
D. A a"
MYCOWMINJIFF2NI08
EXPIRES: Aft 27,2019
W*d Thru 8114111414 N4wy svft
Contractor/Agent is YES Personally Known to Me or
Produced ID N/A Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building [a Electrical['" Mechanical [a PlumbingZ Gas[-] Roof[] La
Construction Type: V Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: ;4 Min. Occupancy Load: of Stories: Z
New Construction: Electric - # of Amps
Fire Sprinkler Permit: YesE] No [a #of Heads
APPROVALS: ZONING: (4?4,6 UTILITIES:
I
I
ENGINEERING: FIRE:
COMMENTS: Ok to construct single family home
with setbacks and impervious area
shown on plan.
rfjlsa(o a - k CL
Plumbing - # of Fixtures 2,-S
Fire Alarm Permit: Yes [] NoZ
WASTE WATER:
BUILDING: !9kt_oqkRevised:
January 1, 2018 permit Application
rlCITY OF
r Sk 40RD
O3aiBuilding & Fire Prevention Division
PERMIT APPLICATION
Application No: I k - 4, —1
Documented Construction Value: $ 2 I ''ITO - 0 0
Job Address: 3131 /\/) fLf Historic District: YesE]NoFv(l
Parcel ID: 17-20-31-502-0000- ELI- 0 Residential( Commercial
Type of Work: Neww Addition Alteration Repair Demo Change of Use Move
Description of Work: NEW SINGLE FAMILY HOME
WYNDHAM PRESERVE LOT # I
Plan Review Contact Person: Daphne Clark Title:
Phone:407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com
Property Owner Information
Name Park Square Enterprises LLC Phone:
Street: 5200 Vineland Rd STE 100 Resident of property? :
City, State Zip: Orlando FL 32811
Contractor Information
Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100
Street: 5200 Vineland Rd STE 100 Fax:
City, State Zip: Orlando FL 32811 State License No.: CRC1330351
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip:
Bonding Company: N/A
Address:
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 V%of that date: 6t6 Edition (2017) Florida Building CodeCONTACT
Daphne Clark
Revised: January I, 2018 407-257-6940 Permit Application
Daphne@PermitsPermitspermits.com
NOTICE: In addition to the requirements of this pen -nit, 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.
4k' J
Signature of Owner/Agent D
VISHAAL S GUPTA
Print Owner/Agent's
Signature o o e of Florida Data
MYCO i11SSIONiFF209106
EXPIRES: June 27, 2019tllt
oFrt Ae 1*W %8,.* ud-a smite
Owner/Agent is YES Personally Known to Me or
Produced ID N/A Type of ID
01
Signature of Contractor/Agent Date
VISHAAL S GUPTA
Print
V
natural ry Stake of Florida
MY COMMISSION #FF 209108
EXPIRES: June 27. 2019anda•O 110 11ro 8wo, N* y s.,*.
Contractor/Agent is YES Personally Known to Me or
Produced ID N/A 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:
Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
Fire Alarm Permit: Yes No
UTILITIES: IZr WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revised: January 1, 2018 Permit Application
CITY OF
SNF ORD
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
Flood Zone Determination Request Form
Name: Daphne Clark Firm: Park Square Homes
Address: 5200 Vineland Road, Suite 200
City: Orlando State: FL Zip Code: 32811
Phone: 407-257-6940 Fax: Email: parksquareCa-)permitspermitspermits.com
Property Address: 3939 Night Heron Drive
Property Owner: Park Square Enterprises, LLC
Parcel identification Number: 17-20-31-502-0000-1990
Phone Number: 407-529-3000 Email:
The reason for the flood plain determination is:
FOW New structure F-1 Existing Structure (pre-2007 FIRM adoption)
F-1 Expansion/Addition F--1 Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
Fj The parcel is in the: El floodplain Elfloodway
A portion of the parcel is in the: El floodplain El floodway
FEW The parcel is not in the: FE-1floodplain F-Ifloodway
El The structure is in the: Elfloodplain []floodway
El The structure is not in the: E] floodplain E] 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# 18-2667
Reviewed by: Michael Cash, CFM Date: June 14, 2018
CITY Of Application for Right -of -Way
S ORD Utilization Permit
PLANNING & DEVELOPMENT 300 North Park Avenue, Sanford, Florida 32771
SERVICES DEPARTMENT Phone: 407.688.5140 Fax: 407,688,5141
This permit authorizes work 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-way and
use shall be provided or application could be delayed.
Project Location/Address: !j j L' f 'G
Aerial Installation Directional Bore Jack & Bore
Underground Utilities Roadway open cut -single lane Roadway open cut —multi lane
Small Cell/Wireless Co -location New pole
1 Other (describe):
Brief Description of Work: DRIVEWAY FOR NEW SINGLE FAMILY HOME
WYNDHAM PRESERVE LOT#
Schedule of Work: Start Date: Completion Date:
Emergency Repairs - Reason:
Excavation Information: Total length (Feet) # Open Roadway Cuts:
Aerial Info: length (Feet) # of Poles (Existing) (New)
This Application is sub
Signature: r Print Name: VISHAAL S GUPTA
Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date: ,
Address: 5200 Vineland Rd., STE 100, Orlando FL 32811
Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com
Notice: It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City of Sanfo rd's
jurisdiction, and the right, title, or interest in the land to be entered and used by the permitee. The permitee shall at all times assure all
risks and indemnify, defend, save harmless the City of Sanford and the Sanford Airport Authority from and against all loss, cost, damage,
or expense, arising in any manner, on account of the permit request by said permittee of the aforesaid rights and privileges. In the event
that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in
conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of
Sanford, insofar as such facilities are in the public right-of-way. The applicant must notify the City 48 hours prior to construction and
again when construction is completed via the following email address: rr icf kkf,c sti Eanfordf4 v
I have read and u , a ab a statement and by signing this application I agree to its terms.
A j /
Signature: Date: b
Application No: Fee: Date:
Reviewed:
Public Works Date:
Utilities Date:
Engineering Date:
u - -
Inspected By: Date:
Conditions*:
SCPA Parcel View: 17-20-31-502-0000-1990 http://parceidetail.scpafl.org/ParceiDetailinfo.aspx?PID= 1720315020...
4R
Pr
Parcel: 17-20-31-502-0000-1990
Property Address: 3939 NIGHT HERON DR SANFORD, FL 32773
Parcel Information Value Summary
Parcel 17-20-31-502-0000-1990 2018 Working 2017 Certified
Owner(s) BRISSON INV LLC
Values Values
Valuation Method Cost/Market Cost/Market
Property Address 3939 NIGHT HERON DR SANFORD, FL 32773
Number of Buildings 0 0
Mailing 27 N SUMMERLIN AVE ORLANDO, FL 32801
Depreciated Bldg Value
Subdivision Name WYNDHAM PRESERVE
Depreciated EXFT Value
Tax District S1-SANFORD
Land Value (Market) 51,000 14,000
DOR Use Code 00-VACANT RESIDENTIAL
Land Value Ag
Exemptions
IISf/Mar etValug."' 51,000 14,000
Portability Adj
f 1 115 115 Save Our Homes Adj 0 0
T Amendment 1 Adj 0 0
6
L P&G Adj 0 0
199 c 20C Assessed Value 51,000 14,000
i k 00
E
Tax Amount without SOH: $266.00
Q?7_I» RilLAmsypA 266,00
T- Estimator
Save Our Homes Savings: $0.00
t
i 40 1 40
Does NOT INCLUDE Non Ad Valorem Assessments
4
Seminole County GIS
Legal Description
LOT 199
WYNDHAM PRESERVE
PB 81 PGS 93-102
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 51,000 0 51,000
Schools 51,000 0 51,000
City Sanford 51,000 0 51,000
SJWM(Saint Johns Water Management) 51,000 0 51,000
County Bonds 51,000 0 51,000
Sales
Description Date Book Page Amount Qualified Vac/Imp
No Sales
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT 1 $51,000.00 $51,000
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
1 of 2 6/ 12/2018, 7:51 AM
FORM R405-2017 h tt
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 199 Pensacola A LHG Flex DblDr - W Builder Name:
Street: 3939 Night Heron Drive Permit Office: City of Sanford
City, State, Zip: Sanford , FL , Permit Number:
Owner: Park Square Homes Jurisdiction: 691500
Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2 }
1. New construction or existing New (From Plans) 9. Wall Types (3078.7 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insui, Exterior R=4.1 1530.70 ft2
b. Frame - Woad, Exterior R=11.0 1296.00 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 252.00 112
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types (1811.0 sqft.) Insulation Area
5. is this a worst case? Na a. Under Attic (Vented) R=30.0 1811.00 ft
6. Conditioned floor area above grade (ft2) 2570 b. N/A R. ft2
Conditioned floor area below grade (ft2) 0
c. N/A
11. Ducts
R= ft2
R ft2
7. Windows(256.6 sqft.) Description Area a. Sup: Attic, Ret 2nd Floor, AH: 2nd Floor 6 514
a. U-Factor: Dbl, U=0.55 143.22 ft2
SHGC: SHGC=0.22
b. U-Factor: Dbl, U=0.58 96.00 ft2 12. Coaling systems kBtulhr Efficiency
SHGC: SHGC=0.25
a. Central Unit 41.0 SEER:16.00
c. U-Factor: Dbl, U=0.54 17.33 11:2
SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 39.0 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 3.947 ft.
Area Weighted Average SHGC: 0.233 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (2570.0 sqft.) Insulation Area EF: 0.900
a. Slab -On -Grade Edge Insulation R=0.0 1549.00 ft2 b. Conservation features
b. Floor Over Other Space R=0.0 759.00 112 None
c. other (see details) R= 262.00 ft2 15, Credits Pstat
Total Proposed Modified Loads: 69.70
Glass/Floor Area: 0.100 PASSSTotalBaselineLoads: 75.77
1 S
I hereby certify that the plans and specifications covered by Review of the plans and SHE STq?^
this calculation are in compliance with the Florida Energy specifications covered by this Qf 0
Code, Digitally signed by Michael
Michael Conway con way
calculation indicates compliance`r
Florida Energy Code. 4
Date. 2018.05,2409:52:24-04'00'
with the two, r tt
PREPARED BY: -a_ __ _-._ _ __ __ ___ __-_
Before construction is completed
DATE: .______._____.. ______ _._ __._ -_-._. ____ this building will be Inspected for c7
1 ,>;
y
compliance with Section 553.908
I hereby certify that this building, as designed ompliance Florida Statutes.
CQbwiththeFloridaEnergyCode. W'EI
OWNER/AG
DATE:
BUILDING OFFICIAL:
DATE:
Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as
certified factory -sealed In accordance with R403.3.2.1.
Compliance requires an Air Barrler and Insulatlon 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).
Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested In accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house.
5/24/2018 9:49 AM EnergyGauge@ USA Section R405.4.1 Compliant Software Page 1 of 5
RECORD (''(')11Y
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 199 Pensacola A LHG Flex DbIDr - W Builder Name:
Street: 3939 Night Heron Drive Permit Office: City of Sanford
City, State, Zip: Sanford , FL , Permit Number: 1 - 2
Owner: Park Square Homes Jurisdiction: 691500
Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2
1. New construction or existing New (From Plans) 9. Wall Types (3078.7 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1530.70 ft2
b. Frame - Wood, Exterior R-11.0 1296.00 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 252.00 112
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types (1811.0 sqft.) Insulation Area
5. Is this a worst case? Na a. Under Attic (Vented) R=30.0 1811.00 IF
6. Conditioned floor area above grade (ft2) 2570 b. N/A R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A
11. Ducts
R= ft2
R ft2
7. Windows(256.6 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 514
a. U-Factor. Dbl, U=0.55 143,22 ft2
SHGC: SHGC=0.22
b. U-Factor: Dbl, U=0.58 96.00 ft2 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.25
a. Central Unit 41.0 SEER:16.00
c. U-Factor. Dbl, U-0.54 17.33 ft2
SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 39.0 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 3.947 ft.
Area Weighted Average SHGC: 0.233 14. Hot water systems
a. Electric Cap: 50 gallonsEF: 8. Floor Types (2570.0 sqft.) Insulation Area 0.900
a. Slab -On -Grade Edge Insulation R=0.0 1549.00 ft2 b. Conservation features
b. Floor Over Other Space R=0.0 759.00 ft2 None
c. other (see details) R= 262.00 ft2 15, Credits Pstat
Total Proposed Modified Loads: 69.70
Glass/Floor Area: 0.100 P wPASSTotalBaselineLoads: 75.77
1 hereby certify that the plans and specifications covered by Review of the plans and 1RIH8 SrAT
this calculation are in compliance with the Florida Energy
Code. Digitally signed by Michael
Michael Conway Conway
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
vQ
t. ?
rf'F
u,,,, ya fa
Date 2018.05 24 09:5224 04'00'
PREPARED BY: Before construction is completed
r
DATE: this building will be inspected for
compliance with Section 553.908
1 hereby certify that this building, as designed, i ompliance
Florida Statutes. lj, ---
Cot? with the Florida Energy Code.
OWNER/AG
DATE:
BUILDING OFFICIAL:%
DATE:t'(Q
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).
Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house.
5/24/2018 9:49 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title: Lot 199 Pensacola A LHG Fie Bedrooms: 4 Address Type: Lot Information
Building Type: User Conditioned Area: 2570 Lot # 199
Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV
of Units: I Worst Case: No PlatBook:
Builder Name: Rotate Angle: 270 Street: 3939 Night Heron Drive
Permit Office: City of Sanford Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL,
New/Existing: New (From Plans)
Comment:
CLIMATE
V Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL, Orlando FLI-OR LAN DOI NTLAR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blocki 2570 23594.7
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 list Floor 1549 14405.7 Yes 2 1 1 Yes Yes Yes
2 2nd Floor 1021 9189 No 3 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Raised Floor 2nd Floor ---- ---- 126 ft2 11 0.29 0 0.71
2 Floor over Garage 2nd Floor ---- ---- 136 ft2 11 029 0 0.71
3 Slab -On -Grade Edge Insulatio 1 st Floor 164 ft 0 1549 ft2 0.29 0 0.71
4 Floor Over Other Space 2nd Floor ---- ---- 759 ft2 0 0.29 0 0.71
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Hip Composition shingles 2025 ft2 0 ft2 Dark 0.6 N 0.6 No 0 26.6
ATTIC
IRCCTypeVentilationVentRatio (1 in) Area RBS
1 Full attic Vented 300 1811 ft2 N N
5/24/2018 9:49 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
CEILING
V# Ceiling Type Space R-Value Ins Type Area Framing Frac; Truss Type
1 Under Attic (Vented) 1 st Floor 30 Blown 1811 ft2 0.1 Wood
WALLS
Adjacent cavity Width Height Sheathing Framing Solar BelowV # Ornt To Wall Type Space R-Value Ft In Ft In Area R7Value Fraction Absor. Grade% 1
N=>W Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243,0 112 0 0.25 0.8 0 2
N=>W Exterior Concrete Block - Int Insul 1 st Floor 41 19 6 9 4 182.0 W 0 0 0.8 0 3
E=>N Exterior Frame - Wood 2nd Floor 11 45 0 9 0 405.0 IV 0 0.25 0,8 0 4
E=>N Exterior Concrete Block - Int Insul 1st Floor 4.1 49 0 9 4 457.3 ft2 0 0 0.8 0 5
S=>E Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243.0 ft2 0 0.25 0.8 0 6
S=>E Exterior Concrete Block - Int Insul I st Floor 4.1 40 0 9 4 373.3 ft2 0 0 0.8 0 7
W=>S Exterior Frame - Wood 2nd Floor 11 45 0 9 0 405,0 ft2 0 025 0.8 0 8
W=>S Exterior Concrete Block - Int Insul 1st Floor 41 55 6 9 4 518,0 ft2 0 0 0.8 0 9
SW Garage Frame - Wood 1st Floor 11 27 0 9 4 252.0 ft2 0 0.25 0.8 0 DOORS
Ornt
Door Type Space Storms U-Value Width Height Area Ft
In Ft In 1
N=>W Insulated 1 st Floor None A 3 8 24 ft2 2 -=>
SW Wood 1st Floor None 46 2 8 6 8 17A ft2 WINDOWS
Orientation
shown is the entered orientation (=>) changed to As Built (rotated 270 degrees). Wall
Overhang Ornt
ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1
N=>W 1 Metal Low-E Double Yes 0.55 022 N 6.0 ft' 1 ft 0 in 1 ft 0 in None None 2
N=>W 1 Metal Low-E Double Yes 0.55 0.22 N 4.0 It' 1 ft 0 in 1 It 0 in Drapes/blinds None 3
N=>W 1 Metal Low-E Double Yes 0.55 022 N 15.0 ft' 1 ft 0 in 1 It 0 in Drapes/blinds None 4
N=>W 2 Metal Low-E Double Yes 0.55 0.22 N 16,4 It' I ft 0 in I It 0 in Drapes/blinds None 5
N=>W 2 Metal Low-E Double Yes 0.54 0.25 N 9.3 ft' 10 ft 0 in 1 ft 0 in None None 6
E=>N 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 It' 1 ft 0 in 1 It 0 in Drapes/blinds None 7
S=>E 5 Metal Low-E Double Yes 0.55 0.22 N 6.0 ft' I ft 0 in I ft 0 in Drapes/blinds None 8
S=>E 5 Metal Low-E Double Yes 0.55 0.22 N 15.0 It' 1 ft 0 in 1 ft 0 in Drapes/blinds None 9
S=>E 6 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 It 0 in 11 ft 0 in Drapes/blinds None 10
S=>E 6 Metal Low-E Double Yes 0.58 0.25 N 96.0 ft' 8 ft 0 in 1 ft 0 in None None 11
W=>S 8 Metal Low-E Double Yes 0.55 022 N 32.9 ft2 1 ft 0 in 1 It 0 in Drapes/blinds None 12
W=>S 8 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 It 0 in 1 It 0 in Drapes/blinds None 5/
24/2018 9:49 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
GARAGE
V #
1
Floor Area Ceiling Area
426 ft2 426 ft2
Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
78 it 9.3 ft
INFILTRATION
Scope
1 Wholehouse
Method
Proposed ACH(50)
SLA
000408
CFM 50 ELA EqLA ACH ACH 50
2752.7 151.12 284.2 .3796 7
HEATING SYSTEM
V #
1
System Type
Electric Heat Pump/
Subtype
Split
Efficiency Capacity Block
HSPF:9 39 kBtu/hr 1
Ducts
sys#1
COOLING SYSTEM
V #
I
System Type
Central Unit/
Subtype
Split
Efficiency Capacity-,-," Air Flow SHR Block
SEER: 16 41 kBtu/hr 1230 cfm 0.75 1
Ducts
sys#1
HOT WATER SYSTEM
V #
1
System Type SubType
Electric None
Location
Garage
EF Cap Use SetPnt Conservation
0.9 50 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
None None
Collector Storage
System Model # Collector Model # Area Volume
ft2
FEE
DUCTS
1
Supply ----
Location R-Value Area
Attic 6 514 ft2
Return ---- Air CFM 25 CFM25
Location Area Leakage Type Handier TOT OUT ON FILE
2nd Floor 128.5 it Prop. Leak Free 2nd Floor --- cfm 77,1 cfm 0.03 0.50
HVAC #
Heat Cool
1 1
5/24/2018 9:49 AM EnergyGaugeO USA Section R405.4,1 Compliant Software Page 4 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling Jan Feb Mar r May Jun
JuJXJ
AuSe
AJXJ
0 ctNovNo Dec
Heating Jan Feb MMarId jj Appr I MayI JunXj JulXj Aug S Octj Nov
XXj Dec
Venting Jan Feb X Mar Apr May Jun Jul Aug Sep 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
MASS
Mass Type Area Thickness Furniture Fraction Space
Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 1st Floor
Default lbs/sq,ft. 0 ft2 0 ft 0.3 2nd Floor
Name: Test Rater Signature:
Rating Compant: Test Rater Date:
5/24/2018 9:49 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 5 of 5
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 3939 Night Heron Drive Permit Number:
Sanford , FL ,
MANDATORY REQUIREMENTS See individual code sections for full details.
J SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) El 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 envelof*e building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.
The sealing methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakage Windows, 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 foot (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.
5/24/2018 9:50 AM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software 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 tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air 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.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C)
or below 550F It 3°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 therrnosiphon 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.
ElR403.5.1.2 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.
5/24/2018 9:50 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
D R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 1001F to 140°F (38°C to 60°C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 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. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
1. The design air change per hour rninimums 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,
crawispaces, 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 cfrn/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 L/min. a. When tested in accordance with HVI Standard 916
5/24/2018 9:50 AM EnergyGauge@ USA - FBC 6th Edition (2017) Compliant Software 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
R403.7A. 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:
A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
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 (l O'C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403,10.5.
R403.1 0.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots,
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss,
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required,
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
5/24/2018 9:50 AM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard,
R403.11 Portable spas (Mandatorohe 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,
5/24/2018 9:50 AM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5
2017EPLDISPLAY CARD ENERGY
PERFORMANCE LEVEL (EPU) DISPLAY CARD ESTIMATED
ENERGY PERFORMANCE INDEX* =g2 The
lower the Energy Performance Index, the more efficient the home. 1.
New home or, addition 1._New y rym_Plans) 12.Ducts, location & insulation level a)
Supply ducts R 6.0 2.
Single-family urmultiple-family 2,_Single-faI@y b) Return ducts R__-_§.0 o)
AHUlocation Amim2ndF|oor 3
No, of units (if multi p|a-hymi|y) 1_- 4.
Number ofbedrooms 4-_____4 13Cooling system: Capuoi\y___4,1.Q a) Split
system SEE R_--1fL0 5. Is
this aworst case? (yes/no) 5,Nl b) Single package SEER ______ o> GrounU/watersoum*
8EER/COP______ G. Conditioned floor
area <aq. ft.) 8. 2570 d) Room uniVPTAC EER_______ e) Other 7.
Windows, type
and area a) U'footoc(
we|ghtadav*rage) 7a.0.56i1_ h) Solar Heat
Gain Coefficient (8HGC) 7b.0.233_ 14. Heating system: Capao|ty__19.Q o) Area 7o,
256.6_ a) Split system heat pump H8PF___9.0 b)Single package
heat pump HSPF____ 8.Sky|igktu
o)Electric resistance COP__ o) U-teo\
oc(weighted average) 8a.N8_ u> Gas furnace, natural gas AFUE______ b) Solar Heat
Gain Coefficient (SHGC) 8u NAL_ a> Gas furnace, LPG AFUE______ f)O|hor
9. Floor type,
insulation level: a)8|ab'
nn'gnaU*(R'vu|uo) 9a._D_ h)VVood.raised (
R aua) 9b`1lJl_ 15.Water heating system o>Concrete, raised (
R'va|ua) 80. a)Electric resistance EFJ0,30 b)Gas fired,
natural gas EF______ 10. Wall type
and insulation: o}Gas fired, LPG EF______ A. Exterior: d)
Solar system with tank EF______ 1 Wood frame (
Insulation R'va|uo) 10A1.__11.0 e)Dedicated heat pump with tank EF_____ 2,Masonry (Insulation
R'va|ue) 1OA2.4.1 0Heat recovery unit MeatRoct,______ 8.Adjacont: g)0\
her 1.Wood frame (Insulation
R-value) 1081._11.0L__ 2. Masonry (insulation R+
m|ue) 1OD2._______ 10 HVACcredits claimed (Performance
Method) 11. Ceiling type and insulation
level a)Ceiling fans u)Under attic 11a.30.
0_ b)Cross ventilation o b)Single assembly 11b. o)
Whole house fan No o>Knee walls/skylight walls
11o______ d)K4u|hzonecooling credit U)Radiant barrier installed 11cl NoL_
e>K8u|Vzonoheating credit f) Programmable thermostat Yes Label required by
Section R303.1.3
of the Florida Building Code, Energy Conservation, if not DEFAULT certify that this home has complied with
the Florida Building Code, Energy Conservation, through the above energy saving features whichwill beinstalledexceeded) in thishome before
final inspection. Otherwise, a new EPL display card will be completed base0A installed
code compliant features. Builder Signature: Date:- Z5 Address ofNew Home:
3939 Niaht Heron Drive
City/FlZip: Sa ford, FL
wrightsoft, Project Summary
Entire House
One Stop Cooling and Heating
Job: Lot 199 Pensacola A LHG
Date: 05/24/2018
By: MC
7225 Sardscove Gout, SLite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www,0neStopCooRng,oDrn License: CA0032444
For: Park Square Homes
3939
Square
Heron Drive, Sanford, FL
Notes:
Design Information I
Weather: Orlando Executive AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 44 OF Outside db 93 OF
Inside db 68 IF Inside db 75 OF
Design TD 24 OF Design TD 18 IF
Daily range L
Relative humidity 50
Moisture difference 44 grAb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 22475 Btuh Structure 23542 Btuh
Ducts 5075 Btuh Ducts 5934 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 27550 Btuh Use manufacturers data n
Rate/swing multiplier9Equipmentsensible load
0.98
28769 BtuhInfiltratione
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 3615 Btuh
Ducts 1200 Btuh
Central vent (0 cfm) 0 Btuh
Heating Cooling none)
4815 BtuhArea (ft2) 2752 2752 Equipment latent load
Volume (ft3) 25235 25235
Air chan 0.41rs/hour
Equiv. A F 172
021
88
Equipment Total Load (Sen+Lat)
Req. total 0.75 SHR
33583
3.2
Btuh
toncfm) capacity at
Heating Equipment Summary Cooling Equipment Summary
Make Trane Make Trane
Trade TRANE Trade TRANE
Model 4TWR6042H1 Cond 4TWR6042H1
AHRI ref 7563302 coil TEM6A0C42H41 ++TDR
AHRI ref 7563302
Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER
Heating input Sensibleooling 30750 Btuh
Heating output 39000 Btuh @ 470F Latent cooling 10250 Btuh
Temperature rise 26 OF Total cooling 41000 Btuh
Actual air flow 1367 cfm Actual air flow 1367 cfm
Air flow factor 0.050 cfm/Btuh Air flow factor OD46 cfm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.86
Capacity balance point = 35 IF
Backu: p7Input = kW, Output = 22645 Btuh, 100 AFUE
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-May-24 09:48:25
Rigll-SLAeOUniversal 2018 M0.11 RSU25029A& - W'Cot 199 Penswola A LHG Flex DblDr - W.rup Calc = W8 Front Door faces:W
Page 1
wrightsoft° Right-J® Worksheet Job:Lot Pensacola ALIiG Flex...
Entire House
Date: 05/24/24/2018
By: MC
One Stop Cooling and Heating
7225 Sandscove Cart, Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopGooling.com License: CAC032444
1 Room name Entire House CAFE
2 Exposed well 308.0 It 32.5 ft
3 Room height 92 It d 9.3 It heaH000l
4 Room dimensions 1.0 x 137.5 It
5 Room area 2752.0 IF 137.5 It'
Ty Construction U-value Or HTM Area (fly) Load Area (ft') Load
number Btuh/fr2-°F) Btuh412) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross NtP/S Heat Cool Gross NiP/S Heat Cool
6 W 12B-Osw 0.097 n 2.31 2.79 405 405 935 1129 0 0 0 0
Il-(
13A-4ocs
4A5-2om
0.143
0.550
n
n
3.40
13.09
2.85
12.96
516
33
475
0
1618
428
1356
424
74
0
74
0
253
0
212
0
1 1
4B5-2fm
126 Osx
0.540
0.097
n
e
12.85
2.31
13.24
2.79
8
243
0
218
103
504
106
608
0
0
0
0
0
0
0
0
4A5-2om
4A5-2om
4A5-2om
0.550
0.550
0,550
a
a
a
13.09
13.09
13.09
27.00
27.00
27.00
4
6
15
0
0
0
51
79
196
105
162
405
0
0
0
0
0
0
0
0
0
0
0
0
13A-4ocs 0.143 e 3.40 2.85 181 132 448 376 0 0 0 0
4A5-2om 0.550 a 13.09 27.00 16 0 214 441 0 0 0 0
4B5-2fm
11 DO
0.540
0.390
e
e
12.85
9.28
14.63
12.15
9
24
9
24
120
223
137
292
0
0
0
0
0
0
0
0
12B-09w 0.097 s 2.31 2.79 405 390 900 1088 0 0 0 0
4A5-2om 0.550 s 13.09 13.10 15 13 196 197 0 0 0 0
W 13A-4ocs 0.143 s 3.40 2.85 456 456 1551 1300 107 107 364 305
12B-Osw
4A5-2om
4A5-2om
0.097
0,550
0.550
w
w
w
2.31
13.09
13.09
2.79
27.00
27.00
243
6
15
222
0
0
513
79
196
619
162
405
0
0
0
0
0
0
0
0
0
0
0
0
y/
G
13A-flocs
4A5-2om
4A5-2omd
0.143
0.550
0.580
w
w
w
3.40
13.09
13.80
2.85
27.00
20.98
372
33
96
243
0
68
828
428
1325
694
883
2014
121
33
0
88
0
0
300
428
0
252
883
0
R 12C-09N 0.091 2.17 1.48 251 233 505 345 0 0 0 0
t-D 11 DO 0.390 n 928 12.15 16 18 166 217 0 0 0 0
C 16B-30ad 0.032 0.76 1.75 1816 1816 1383 3175 0 0 0 0
F 19A-Obscp 0.295 2.64 1.95 125 125 330 244 0 0 0 0
F 19C-19rscp 0.049 0.40 0.30 136 136 55 41 0 0 0 0
F 22A-Ipm 1.180 28.08 0.00 1555 164 4606 0 138 33 913 0
6 c) AED excursion 16161 294
Envelope loss/gain 17978 18539 2258 1946
12 a) Infiltration 4496 1703 482 182
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @b 230 5 1150 0 0
Appliancesrother 12150 10
Subtotal (lines 6 to 13) 22475 23542 2740 2128
Less external bad 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 22475 23542 2740 2128
15 Duct loads 230 25 % 5075 5934 23 % 25 % 6191 536
Total room load 275W 29476 3358 2664
Air required (dm) 1367 1367 167 124
Calculafions approved by ACCA to meet all requirements of Manual J 8th Ed.
r}a- 2018-May-2409:48:25
letk
Rigli-SuteOUriversal 2018 18.0.11 RSIJ25029 Page 1
W\Lot 199 Pensacola A LHG Flex DbIDr - W .np Calc e MJ8 Frort Door faces: W
9- wrightsoft, Right -JCS Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 199 Pensacola ALHG Flex...
Date: 05/24/2018
By: MG
7225 Sandscove Cart, Scite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www..OmStopCoolirg.com License: CA0032444
t Room name DROP FAM
2 Exposed wall 0 R 13.0 It
3 Room height 9.3 It heatAmol 9.3 It heal/cool
4
5
Room dimensions
Room area
4.5 x 5.0 It
22.5 (t2
14.0 x 17.0 If
238.0 (6
Ty Construction
number
U-value
Btuh4W-`F)
Or HTM
Btutvw)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (111)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool
6 W 12B-09w
13A-4ocs
4A5-2om
0.097
0.143
0.550
n
n
n
2.31
3.40
13.09
2.79
2.85
12.96
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vh12B-0sw11
4B5-2fm 0.540
0.097
n
e
12.85
2.31
13.24
2.79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2om
4A5-2om
4A5-2om
0.550
0.550
0.550
a
a
a
13.09
13.09
13.09
27.00
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-4ocs
4A5-2om
0.143
0.550
e
e
3.40
13.09
2.85
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0ND4B5-2fm
11 DO
12B-Osw
0.540
0.390
0.097
e
a
s
12B5
9.28
2.31
14.63
12.15
2.79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2am
13A-4ots
0.550
0.143
s
s
13.09
3.40
13.10
2.85
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
12B-09N
4A5-2om
4A5-2om
0.097
0.550
0.550
w
w
w
2.31
13.09
13.09
2,79
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-4o(s
4A5-2om
4A5-2omd
0.143
0.550
0.580
w
w
w
3.40
13.09
13.80
2.85
27.00
20.98
0
0
0
0
0
0
0
0
0
0
0
0
121
0
96
25
0
68
85
0
1325
71
0
2014G
L-D
12C-Osw 0.091 2.17 1.48 0 0 0 0 0 0 0 0
11D0 0.390 n 9.28 12.15 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0
F 19A-Obwp 0.295 2.64 1.95 0 0 0 0 0 0 0 0
F 19C-lgrsq 0.049 0.40 0.30 0 0 0 0 0 0 0 0
F 22A-tpm 1.180 28.08 0.00 23 0 0 0 238 13 365 0
6 c) AED excursion 01 1629
Envelope loss/gain 0 0 1775 3714
12 a) Infiltration 0 0 193 73
b) Room ventilation 0 0 0 0
13 Internal gains: Oowpants@ 230 0 0 0 0
Applianoesrother 0 0
Subtotal (lines 6 to 13) 0 0 1968 3787
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 138 128 203 148
14 Subtotal 138 128 2171 3935
151 Dud loads 1 23 % 25 % 31 32 239/6 1 251/6 4901 992
Total room load 170 160 2661 4927
Air required (dm) 8 7 t 32 228
1P'-i-
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-May-24 09:age 2
W Lot 199 Pe
vvrAg
Righ(-SriteQDUriversa1201818.0.11 RSU25029 Paget
Pensacola A LHG Flex DblDr - W .rup Calc = W8 Frort Wor faces: W
wrightsoft• Right-J® Worksheet Jab: Lot 199 Pensacola ALHG Rex...
Entire House
Date: 05/24/2018
By: MC
One Stop Cooling and Heating
7225 Sandsoove Coot, Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopGoolirigcorn License: CAC032444 1
Room name FLEX FOY 2
Exposed wall 30.0 ft 6.0 ft 3
Room height 9.3 ft heaV000l 9.3 ft heaUoaol 4
Room dimensions 1.0 x 164.5 ft 6.5 x 18.5 ft 5
Room area 164.5 (V 120.3 W Ty
Construction number
U-
value Btuh/
W-09 Or
HTM Btu"
2) Area (
W) or
perimeter (h) Load
Btuh)
Area
OF) or
perimeter (ft) Load
Btuh)
Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
W 12B-Osw 0.097 n 2.31 2.79 0 0 0 0 0 0 0 0 13A-
4ocs 4A5-
2om 0.
143 0.
550 n
n
3.
40 13,
09 2.
85 12.
96 116
0
116
0
396
0
332
0
0
0
0
0
0
0
0
0
485-
21m 0,540 n 12.85 13.24 0 0 0 0 0 0 0 0 11
0.097 a 2.31 2.79 0 0 0 0 0 0 0 0 4A5-
2om 0.550 e 13.09 27DO 0 0 0 0 0 0 0 0 Ii12110snr4A5-2om 0.550 a 13.09 27.00 0 0 0 0 0 0 0 0 4A5-
2om 0.550 a 13.09 27.00 0 0 0 0 0 0 0 0 0.
143 e 3.40 2.85 126 109 372 312 56 22 76 64 4A5-
2om 0.550 e 13.09 27.00 16 0 214 441 0 0 0 0 TE13A-
4ocs 4B5-
2fm 11DO
0.
540 0.
390 e
e
12.
85 928
14.
63 12A5
0
0
0
0
0
0
0
0
9
24
9
24
120
223
137
292
Vjl
0.097 s 2.31 2.79 0 0 0 0 0 0 0 0 L
G 4A5-2om 0.550 s 13.09 13.10 0 0 0 0 0 0 0 0 12B-
0sw W
13A-4ocs 0.143 s 3.40 2.85 37 37 127 106 0 0 0 0 128-
09nr 0.097 w 2.31 2.79 0 0 0 0 0 0 0 0 4A5-
2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0 05-
2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0 13A-
4ocs 4A5-
2om 4A5-
2omd 0.
143 0.
550 0.
580 w
w
w
3,
40 13,
09 13.
80 2.
85 27.
00 20.
98 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
L -
G F
12C-Osw 0.091 2.17 1 A8 0 0 0 0 56 56 121 83 L---
D 11 DO 0,390 n 928 12.15 0 0 0 0 0 0 0 0 C
16B-30ad 0.032 0.76 1.75 164 164 125 286 0 0 0 0 F
19A-Obscp 0.295 2,64 1.95 0 0 0 0 0 0 0 0 F
19C-19c xp 0.049 0.40 0.30 0 0 0 0 0 0 0 0 F
22A-Ipm 1.180 28.08 0.00 165 30 843 0 120 6 169 0 6
c) AED excursion 18 26 Ernelopeloss/
gain 2075 1495 709 549 12
a) Infiltration 445 168 89 34 b)
Room ventilation 0 0 0 0 13
Internal gains: Ooccupants@a 230 0 0 0 0 Applianoesrother
0 0 Subtotal (
lines 6to 13) 2520 1663 797 582 Less
external bad 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
281 205 797 582 14
Subtotal 2801 1869 0 0 15
Ductloads 23% 25% 1 633 471 23% 25% 0 0 Total
room load 3434 2340 0 0 Air
required (drn) 170 108 0 0 Calculabons
approved byACCA to meet all requirements of Manual J 8th Ed. Ii -
wrlgtutwo 2018-May-24 09 48 25 X55, " ""`"""- * ,-`
Y"'--"
Righl-SuteOUniversal 201818-0-11 RSL25029 Page wiot 199
Pensacola ALFIG Flex DblDr - W.rup Calc = M18 Front Door faces W
9- wrightsoft' Right-JO Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 199 Pensacola ALHG Rex...
Date: 05/24/2018
By: MC
7225 Sardscove Court, Suite 1, W irier Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling com License: CAC032444
1 Room name H1 H2
2 Exposed wall 0 It 0 It
3 Room height 9.3 It heal/cool 9.3 It heat/000f
4
5
Room dimensions
Room area
12.5 x 3.5 It
43.8 IF
12.0 x 4.0 ft
48.0 ff
Ty Construction U-value Cr HTM Area OF) Load Area (f2) Load
number Btutvw-+F Btuh4t2) or perimeter (ft) Btuh) or perimeter (B) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 121109w 0.097 n 2.31 2.79 0 0 0 0 0 0 0 0
13A-4ocs
4A5-2om
0.143
0.550
n
n
3.40
13.09
2.85
12.96
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
4B5-2fm
12B-0Sw
0.540
0.097
n
e
12,85
2.31
13.24
2.79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
4A5-2om
0.550
0.550
e
a
13,09
13.09
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om 0.550 a 13.09 27DO 0 0 0 0 0 0 0 0
0.143 e 3.40 2.85 0 0 0 0 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 0TE
13A-4ocs
4B5-2fm 0.540 e 12.85 14.63 0 0 0 0 0 0 0 0
11 DO 0,390 e 9.28 12.15 0 0 0 0 0 0 0 0
t1213-09N 0.097 s 2.31 2,79 0 0 0 0 0 0 0 0
4A5-2om 0.550 s 13.09 13.10 0 0 0 0 0 0 0 0o
W 13A-4ocs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0
12B-Osw
4A5-2om
4A5-2om
O.097
0.550
0.550
w
w
w
2.31
13.09
13.09
2.79
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vk 13A-4ocs
4A5-2om
4A5-2omd
0A43
0,550
0.580
w
w
w
3,40
13.09
13.80
2.85
27.00
20.98
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0I(G
F 12C-Osw 0.091 2,17 1.48 0 0 0 0 112 94 203 139L--D 11 DO 0.390 n 928 12.15 0 0 0 0 18 18 166 217
C 16B-30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0
F 19A-Obscp 0.295 2.64 1.95 0 0 0 0 0 0 0 0
F 19C-19csgo 0.049 0,40 0.30 0 0 0 0 0 0 0 0
F 22A-tpm 1.180 28.08 0.00 44 0 0 0 48 0 0 0
6 c) AED excursion 0 15
Envelope loss/gain 0 0 369 340
12 a) Infiltration 0 0 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Cocupants@ 230 0 0 0 0
Applianoesrother 0 0
Subtotal (lines6 to 13) 0 0 369 340
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 369 340
14 Subtotal 0 0 0 0
15 Duct loads 1 231/6 251/. 0 0 239/6 25 % 0 0
Total room load 0 0 0 0
Air required ((f71) 0 0 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
fia wr lgltatC c il 201 8-May-24 09.48:25
A
Rigll-SuteOUniversal 2018 18.0.11 RSU25029 Page 4
W'Lol 199 Persamla A LHG Flex DbIDr -W np Calc M-18 Frort Door faces W
9w wrightsoft, Right-J® Worksheet Job: Lot Pensacola AuiG Flex...
Entire House Date: 05/24/24l2018
By: MC
One Stop Cooling and Heating
7225 Saniscove Court, Suite 1, Winter Park, FL 32792 Pbne: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OmStopGooling oom License: CAG032444
1 Room name KIT LAUN
2 Exposed wall 15.5 ft 10.0 ft
3 Roan height 9.3 It heaV000l 9.3 ft heaVcbol
4 Room dimensions 1.0 x 191.5 ft 1.0 x 78.5 ft
5 Room area 191.5 IF 78.5 16
Ty Construction U value Or HTM Area (ftv} Load Area ([F) d
number Btuh/W-+F Btuh4V) or perimeter (ft) BNh) or perimeter (9)h)
Heat Cool Gross N/P/S Heat Cool Gross N/P/
SCool6FHealW12B-Osw 0.097 n 2.31 2,79 0 0 0 0 0 0 0
13A-flocs 0,143 n 3.40 2,85 0 0 0 0 0 0 0
4A5-2om 0.550 n 13.09 12,96 0 0 0 0 0 0 0
465-2tm 0.540 n 12.85 1324 0 0 0 0 0 0 0 0
11 126-09w 0.097 a 2.31 2,79 0 0 0 0 0 0 0 0
4A5-2om 5500.550 a 13.09 27,007.OQ 0 0 0 0 0 0 0 0
4A5-2om 0.550 a 13.09 27.00 0 0 0 0 0 0 0 0
4A5.2om 0.550 a 13.09 27.00 0 0 0 0 0 0 0 0
VIE13A-4ocs 0.143 e 3.40 2.85 0 0 0 0 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 0 0 0 0 0 Q 0 0
4135-2fm 0.540 e 12.85 14,63 0 0 0 0 0 0 0 0
D 11 DO 0.390 e 928 12.15 0 0 0 0 0 0 0 0
V)t
L_.__C
12B-Osw 0.097 s 2.31 2.79 0 0 0 0 0 0 0 Q
4A5-2om 0.550 5 13.09 13A0 0 0 0 0 0 0 0 0
W 13A-4ocs 0.143 s 3.40 2.85 144 144 491 411 93 93 317 265
12B-Osw 0.097 w 2.31 2.79 0 0 0 0 0 0 0 0
4A5-2om 0,550 w 13.09 27.00 0 0 0 0 0 0 0 0
4A5.2om 0,550 w 13A9 27.00 0 0 0 0 0 0 0 0
13A-4ocs 0.143 w 3AO 2.85 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 13.09 27,00 0 0 0 0 0 0 0 0
4A5-2omd 0.580 w 13.80 20.98 0 0 0 0 0 0 0 0
12C-Qsw 0.091 2.17 1,48 0 0 0 0 84 84 181 124
D 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0
C 168-30ad OD32 0.76 1.75 0 0 0 0 0 0 0 0
F 19A-Obscp 0.295 2.64 1.95 0 0 0 0 0 0 0 0
F 19C-19c" 0.049 0.40 0.30 0 0 0 0 0 0 0 0
F 22A-tpm 1.180 28.08 0.00 192 16 435 0 79 10 281 0
6 c) AED excursion 73 41
Envelope loss/gain 926 338 779 348
12 a) Infiltration 230 87 148 56
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Apphanceslother 11200 1500
Subtotal (lines 6to 13) 1156 1625 927 904
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 123 113
14 Subtotal 1156 1625 1050 1018
15 Dud loads 23 % 25 % 261 410 23% 251/. 237 257
Total roam load 1417 2035 1287 1274
Air required (dm) 70 94 64 59
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlgFwtara.o.tt 2018-May-2409.48,25
Rigtt-SuteOUnversal201818011 RSU25029 Page
W Lot 199 Pensacola A LHG Flex Dbl lk - W .rup Galc = W8 Front Door laces: W
wrightsoft` Right -JCS Worksheet Job: Lottaa Pensacola AGrtG Rex...
Entire House
Date: 05/24l2018
By: MC
One Stop Cooling and Heating
7225 Sanctscove Court, Suite 1, Wirier Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg corn License: CAC032444
1 Room name MBED METH
2 Exposed well 16.5 ft 6.0 It
3 Room bight 9.3 It heatl000l 9.3 It heat/000l
4
5
Room dimensions
Room area
13.0 x 16.5 It
214.5 W
1.0 x 109.5 ft
109.5 Its
Ty Construction U-value Or HTM Area (f8) Load Area (fwF) Load
number Blutvltz-+F BtulvW) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cowl Gross N/P/S Heat Cool
6 W 12B-09w
13A-4ocs
4A5-2om
0.097
0.143
0.550
n
n
n
231
3.40
13.09
2.79
2.85
12.%
0
153
33
0
121
0
0
411
428
0
345
424
0
56
0
0
48
0
0
163
0
0
136
0
1f
12B-09N11
4B5-2fm 0,540
0.097
n
a
12.85
2.31
13.24
2,79
0
0
0
0
0
0
0
0
8
0
0
0
103
0
106
0
4A5-2om
4A5-2om
4A5-2om
0.550
0.550
0.550
a
a
a
13.09
13.09
13.09
27.00
27.00
2T00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
ID
13A-4exs
4A5-2om
0.143
0.550
e
e
3.40
13.09
2.85
27,00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4B5-2(m
11 DO
12B-0sw
0.540
0.390
0.097
e
e
s
12B5
928
2.31
14.63
12.15
2,79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
13A-4ocs
0.550
0.143
is
s
13.09
3.40
13.10
2B5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
12B-0sw
4A5-2om
4A5-2om
0.097
0.550
0.550
w
w
w
231
13.09
13.09
2.79
2TQ0
2T00
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-4ocs
4A5-2on1
4A5-2ornd
0.143
0.550
0.580
w
w
w
3.40
13.09
13.80
2.85
27.00
20.98
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
fj 12C-Osw 0.091 2.17 1.48 0 0 0 0 0 0 0 0
l-D 11DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.76 1.75 215 215 163 375 110 110 83 191
F
F
19A-Obs(p
19C-19cscp
0295
0,049
2.64
0.40
1.95
0.30
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
F 22A-Ipm 1.180 28.08 0,00 215 17 463 0 110 6 169 0
6 c) AED excursion 73 20
Envelope loss/gain 1466 1070 517 414
12 a) Infiltration 245 93 89 34
b) Room venfilation 0 0 0 0
13 Internal gains: QocupantsPa 230
AWlianceslother
2 460
0
0 0
0
Subtotal (lines 6 to 13) 1710 1623 606 447
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 313 228 0 0
14 Subtotal 2023 1851 606 447
15 Dud loads 1 23 ! 25%1 457 467 23%1 251l 137 1 113
Total room load 2480 2318 743 560
Air required (cfm) 123 107 37 26
Calculations agpiroved by ACCA to meet all requirements of Manual J 8th Ed.
a^{.t • w • t t c ofrt 2018-May-24 09 48:25
Right-SciteOUriversal 2018 18.0.11 RSM5029 Page 6
WvLot 199 Persaoola ALHG Flex DblDr - W r p Calc w W8 Front floor faces: W
9- wrightsoft, Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 199 Pensacola ALHG Flex...
Date: 05/24/2018
By: MC
7225 Sandsawe Cori, Sule 1, Winter Park, Fl- 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOnaStopCooling can Licerse: CAC032444
1 Room name MWC MWIC
2 Exposed wall 5.0 it 295 It
3 Room height 9.3 it heal/cool 9.3 4 heaK wl
4 Room dimensions 4.0 x 5.0 It 1.0 x 119.0 it
5 Room area 20.0 IF 1190 fla
Ty Construction
number
U-value
6Q1fvIt2--°F)
Or HTM
BtuNW)
Area OF)
or perimeter (it)
Load
Btuh)
Area (w)
or perimeter (it)
Load
Bhjh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 126-09v 0.097 n 2.31 2.79 0 0 0 0 0 0 0 0
13A-4ocs 0.143 n 3AO 2.85 47 47 158 133 70 70 237 199
4A5-2om 0.550 n 13.09 12.96 0 0 0 0 0 0 0 0
4B5-2fm 0.540 n 12.85 13.24 0 0 0 0 0 0 0 0
11 126-Qsw 0. e 2.31 0 0 0 0 0 0 0 0
4A5-2om 0.550550 e 13.09 277.0000 0 0 0 0 0 0 0 0
4A5-2om 0.550 a 13D9 27,00 0 0 0 0 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 0
y[
EOG
13A-4ocs 0.143 e 3.40 2.85 0 0 0 0 0 0 0 0
4A5-2om 0,550 e 13D9 27.00 0 0 0 0 0 0 0 0
4135-2fm 0.540 e 12.85 14.63 0 0 0 0 0 0 0 0
11 DO 0.390 e 928 12.15 0 0 0 0 0 0 0 0
W
L-G
12B-Osw 0.097 s 2.31 2.79 0 0 0 0 0 0 0 0
4A5-2om 0.550 s 13,09 13AO 0 0 0 0 0 0 0 0
W 13A-4ocs 0,143 s 3.40 2.85 0 0 0 0 74 74 253 212
12B-OsN 0.097 w 2.31 2.79 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 13.09 27,00 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 13,09 27.00 0 0 0 0 0 0 0 0
13A-4ocs 0.143 w 3.40 2.85 0 0 0 0 130 130 443 371
4A5-2om
4A5-2omd
0.550
0.580
w
w
13.09
13.80
2TOO
20.98
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T-D
12C-Osw 0.091 2.17 1.48 0 0 0 0 0 0 0 0
11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0
C 166-30ad 0,032 0.76 1.75 20 20 15 35 111 111 85 194
F 19A-Obscp 0,295 2.64 1.95 0 0 0 0 0 0 0 0
F 19C-19cs<p 0.049 0.40 0.30 0 0 0 0 0 0 0 0
F 22A-tpm 1.180 28.08 0.00 20 5 140 0 119 30 828 0
6 c) AED excursions 1 8 49
Envelope loss/gain 314 159 1847 928
12 a) Infiltration 74 28 437 166
b) Room ventilation 0 0 0 0
13 Internal gains: Oocupants @ 230 0 0 0 0
Applianxestother 0 0
Subtotal (lines 6 to 13) 388 187 2284 1093
Less external load 0 0 01 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 388 187 2284 1093
15 Duct loads 23 % 25 % 88 47 23 % 25 % 516 276
Total room load 476 234 2800 1369
Air required (dm) 24 11 139 63
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
i 2018-May-24 09:48 25
148A '"""'"'" Right-SuleOUriversal201818.011 RSU25029 Pagel
W'+Lot 199 Pensacola A LHG Flex DblDr - W rnp Calc = M18 Frort Door laces W
7wilr wrightsoft, Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 199 Pensacola ALHG Rex...
Date: 05/24/2018
By: MC
7225 Sardscove Court, Sure 1, Wirier Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirq.corn License: CA0032444
1 Room name PWD STR1
2 Exposed wall 0 It O ft
3 Room height 9.3 It heattool 9.3 It heaVaool
4
5
Room dimensions
Room area
5.5 x 5.0 It
27.5 W
4.0 x 5.0 If
20.0 (F
Ty Construction
number
U-value
BtutvW-T)
Or HTM
Btrahrftx)
Area (ttv)
or perimeter (ft)
Load
Btuh)
Area (IF)
or perimeter (ft)
Load
Btuh)
Heat Cool I Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12B-09N
13A-4ocs
4A5-2om
0.097
0.143
0.550
n
n
n
2.31
3A0
13.09
2.79
285
12.96
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vh12B-Osw11
4135-21m 0.540
0.097
n
a
12.85
2.31
13.24
2,79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
4A5.2om
4A5-2om
0.550
0,550
0.550
e
a
a
13,09
13.09
13.09
27.00
27,00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-4ocs
4A5-2om
0,143
0.550
e
e
3AO
13.09
2.85
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0TED465-21m
11 DO
12B-09nr
0.540
0,390
0.097
e
e
s
12B5
9.28
2.31
14.63
12.15
2.79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0tV)/ 4A5-2om
13A-4ocs
0.550
0.143
s
s
13.09
3.40
13.10
2.85
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L ..(,
W
12B-09N
4A5-2om
4A5-2om
0.097
0.550
0,550
w
w
w
2.31
13,09
13,09
2.79
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-4ocs
4A5-2om
4A5-2omd
0.143
0.550
0,580
w
w
w
3.40
13.09
13.80
2,85
27.00
20.98
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-09w 0.091 2.17 1.48 0 0 0 0 0 0 0 0q-D 11 DO 0390 n 928 12.15 0 0 0 0 0 0 0 0
C 16B-30ad 0,032 0.76 175 0 0 0 0 0 0 0 0
F 19A-Obscp 0.295 2.64 1,95 0 0 0 0 0 0 0 0
F 19C-19cscP 0.049 0.40 0.30 0 0 0 0 0 0 0 0
F 22A-pn 1.180 28.08 0.00 28 0 0 0 20 0 0 0
6 c) AED excursion 01 1 0
Envelope lospJgain 0 0 0 0
12 a) Infiltration 0 0 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants@ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 0 0 0 0
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 108 99 0 0
14 Subtotal 108 99 0 0
15 Duct loads 1 23 % 25 % 24 25 231/. 25 % 0 0
Total room load 132 124 0 0
Air required (con) 7 6 0 0
Calculations approved b ACCA to meet all r uirements of Manual J 8th Ed.
4- 2016-May-24 0946 25
A _
t.............- ...._, Right SuteOUriversal2018 180.11 RSU25029 Page 8
WU_ot 199 Pensacola ALHG Flex DbIDr - W rup Calc = W8 Frori Moor faces: W
T1w wrightsoftDate:
05(24/2018 Right-
J® Worksheet Lot Pensacola AlttG Flex,,, Entire
House Date:
By:
MG One
Stop Cooling and Heating 7225
Sardscove Court, Sute 1, Wirier Park, R_ 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.0neSfopGuolinj.com Liceiae: CAC032444 1
Room name 2
Exposed well 3.5 4 55 ft 3
Room height 9.0 ft heaV000l 9.0 ft heaVcool 4
Room dimensions 5.5 x 3.5 ft 5.5 x 5.5 ft 5
Room area 19.3 fly 30.3 tF Ty
Construction U-value Or HTM Area 011) Load Area (1111) Load number
BtuhW--°F) BU1h4W) or perimeter (ft) BWh) or perimeter (ft) Btuh) Heat
Cool Gross N/PrS Heat Cool Gross N/P/S Heat Cool 6
W 12B-Osw 0.097 n 2.31 2.79 0 0 0 0 0 0 0 0 13A-
4ocs 0.143 n 3.40 2.85 0 0 0 0 0 0 0 0 4A5-
2om 0,550 n 13,09 12,96 0 0 0 0 0 0 0 0 4135-
2fm 0.540 n 12,85 13.24 0 0 0 0 0 0 0 0 11
128-0sw 0.097 e 2,31 2.79 0 0 0 0 0 0 0 0 4A5.
2om 0,550 a 13.09 27A0 0 0 0 0 0 0 0 0 4A5-
2om 0.550 a 13,09 27.00 0 0 0 0 0 0 0 0 05-
2om 0.550 a 13.09 27.00 0 0 0 0 0 0 0 0 13A-
o 0.1 e 3.40 2. 0 0 0 0 0 0 0 0 4A5-
2om 0.55050 e 13.09 27.0000 0 0 0 0 0 0 0 0 465-
21m 0.540 e 12.85 14.63 0 0 0 0 0 0 0 0 11
DO 0.390 e 928 12.15 0 0 0 0 0 0 0 0 Vjt
L...
G 12B•
09w 0.097 s 231 2.79 32 32 73 88 50 50 114 138 4A5-
2om 0.550 s 13,09 13,10 0 0 0 0 0 0 0 0 W
13A-4ocs 0.143 s 3.40 2,85 0 0 0 0 0 0 0 0 126.
Osw 0.097 w 2.31 2.79 0 0 0 0 0 0 0 0 4A5-
2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0 4A5-
2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0 13A-
4o s 0.143 w 3.40 2.85 0 0 0 0 0 0 0 0 4A5-
2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0 4A5-
2omd 0.580 w 13.80 20.98 0 0 0 0 0 0 0 0 0.
091 2A 7 1.48 0 0 0 0 0 0 0 0 12C-Osw D
11 DO 0.390 n 9.28 12.15 0 0 0 0 0 0 0 0 C
16B-30ad 0,032 0,76 1.75 19 19 15 34 30 30 23 53 F
19A-ObsT 0.295 2.64 1.95 0 0 0 0 0 0 0 0 F
19C-19csq) 0,049 0.40 0,30 0 0 0 0 0 0 0 0 F
22A-tam 1.180 28.08 OAO 0 0 0 0 0 0 0 0 6
c) AED excursion 6 10 Envelope
loss pn 87 115 137 181 12
a) Infiltration 50 19 79 30 b)
Room ventilation 0 0 0 0 13
Internal gains: Owipants @ 230 0 0 0 0 Applianoesrother
0 0 Subtotal (
lines 6 to 13) 1138 134 216 211 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
138 134 216 211 14
Subtotal 0 0 0 0 15
Dud loads 23 % 25 % 0 0 23 % 25 0 0 Total
room load 0 0 0 Ao Airrequired (ctm) 0 0 0 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. w
IgFutstaT t" Right-
SrUriversal201818R29 2018-May-24 09:48:
25 Wtiot199Pensacola L`NG Flex 761Dr-
W.rrp Calc = M8 Front Door(aes: W Page
IF wrightsoft° Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 199 Pensacola ALMG Rex...
Date: 05/24/2018
By: MIC
7225 Sandscove Court. Suite 1, Wider Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneSlopCooling coin License: CAC032444
1 Room name BED2 BED3
2 Exposed well 25.5 It 14.0 It
3 Room height 9.0 It heatknol 9.0 It heaV000l
4
5
Roam dimensions
Room area
1.0 x 190.0 It
190.0 IF
11.5 x 14.0 If
161.0 IF
Ty Construction
number
U-value
Btuh/W--'F)
Or HTM
Btuh'W)
Area (IF)
or perimeter (ft)
Load
Btuh)
Area (fF)
or perimeter (11)
Load
Btuh)
Heat Cool Gross N/P1S Heat Cool Gross NfPIS Heat Cool
6 W 12B-Osw 0,097 n 2.31 2.79 122 122 280 339 0 0 0 0
13A-4ocs
4A5-2om
0.143
0,550
n
n
3,40
13.09
2.85
12.96
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vh128.09w11
4B5.2frn 0.540
0.097
n
a
12,85
2.31
13.24
2,79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2om
4A5-2om
4A5-2om
0.550
0.550
0,550
a
a
a
13.09
13.09
13.09
27.00
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
E13A-
4ocs
4A5-2om
0,143
0.550
e
e
3.40
13.09
2.85
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4B5-2(m
11 DO
12B-Osw
0.540
0.390
0.097
e
e
s
12.85
928
2.31
14.63
12.15
2.79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
126
0
0
111
0
0
256
0
0
310
D
V
r---G 4A5-2om
13A-4ocs
0,550
0.143
s
s
13,09
3.40
13,10
2.85
0
0
0
0
0
0
0
0
15
0
13
0
196
0
197
0W
128-09w
4A5-2om
4A5.2om
0.097
0.550
0.550
w
w
w
2.31
13.09
13,09
2,79
27.00
27.00
108
0
15
93
0
0
215
0
196
259
0
405
0
0
0
0
0
0
0
0
0
0
0
0
13A-4ocs
4A5-2om
4A5-2omd
0.143
0.550
0.580
w
w
w
3.40
13.09
13,80
2.85
27,00
20.98
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0j
q 12C-Osw 0.091 2.17 1.48 0 0 0 0 0 0 0 0
L--D 11 DO 0.390 it 9.28 12.15 0 0 0 0 0 0 0 0
C 168-30ad 0.032 0.76 1.75 190 190 145 332 161 161 123 282
F 19A-Obscp 0.295 2.64 1.95 97 97 255 189 0 0 0 0
F 19C-19cscp 0.049 0.40 0.30 0 0 0 0 0 0 0 0
F 22A-Ipm 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 90 45
Envelope loss/gain 1091 1614 575 743
12 a) Infiltration 366 139 201 76
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants@ 230 1 230 1 230
Applian ces(other 0 0
Subtotal (lines 6 to 13) 1457 1982 776 1049
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 108 106
14 Subtotal 1457 1982 884 1154
15 Dud loads 231/ 25 % 329 500 23% 251% 200 291
Total room load 1786 2482 1084 1445
Air required (cfm) 89 115 54 67
Calculations approved b ACCA to meet all requirements of Manual J 8th Ed.
f"iw- wrr!gwtmc'rr- 2018-May-2409:48:25
P ""` Riglt-SuiteOUniversal 20181$0.11RSU25029 Page 10 WV
of 199 Peisaaila ALHG Flex DblDr - W rut) Calc = tvtt8 Front Door faces: W
9- wrightsoft, Right-J® Worksheet Job: 05/199 Pensacola AuiG Flex...
VIC
Entitle House
Bate: rso, a
By: nnc
One Stop Cooling and Heating
7225 Sardscove Court, Sule 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOneStopCooling com License: CAC032444
1 Room name BED4 BTH2
2 Exposed vrall 17.5 0 9.0 It
3 Room height 9.0 It heat/000l 9.0 It heaUcool
4 Room dimensions 1.0 x 170.3 It 9.0 x 5.5 It
5 Room area 170.3 IF 49.5 ffF
Ty Construction
number
U-value
Btufvlt2-°F}
Or HTM
Btu
Area (fF)
or perimeter (ft)
Load
Btuh)
Area (111)
or perimeter (11)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 128.09w OD97 n 2.31 2.79 0 0 0 0 0 0 0 0
13A-4ocs 0,143 n 3.40 2.85 0 0 0 0 0 0 0 0
4A5-2om 0.550 n 13.09 12.96 0 0 0 0 0 0 0 0
485-21m 0.540 n 12.85 13.24 0 0 0 0 0 0 0 0
11 12B-09v 0.097 e 2.31 2.79 131 116 267 322 0 0 0 0
4A5-2om 0.550 e 13.09 27DO 0 0 0 0 0 0 0 0
4A5-2om 0.550 a 13.09 27.00 0 0 0 0 0 0 0 0
4A5-2om 0.550 a 13.09 27.00 15 0 196 405 0 0 0 0
0.143 e 3A0 2.85 0 0 0 0 0 0 0 0
4A5-2om 0.550 e 13.09 27,00 0 0 0 0 0 0 0 0TE
13A-4ocs
4B5-21m 0.540 e 12.85 14,63 0 0 0 0 0 0 0 0
11 DO 0.390 e 928 12.15 0 0 0 0 0 0 0 0
Vj! 12B-09w 0.097 s 2.31 2,79 27 27 62 75 0 0 0 0
1--G 4A5-2om 0.550 s 13.09 13.10 0 0 0 0 0 0 0 0
W 13A-4ocs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0
128-0sw 0,097 w 2.31 2.79 0 0 0 0 81 75 173 209
4A5-2om 0.550 w 13.09 27.00 0 0 0 0 6 0 79 162
05-2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0
V(1 13A-4o s 0.143 w 3.40 2.85 0 0 0 0 0 0 0 0
C(
4A5-2om 0.5,90 w 13.09 27,00 0 0 0 0 0 0 0 0
4A5-2omd 0.580 w 13.80 2028 0 0 0 0 0 0 0 0
R 12C-0sw 0.091 2.17 1 A 0 0 0 0 0 0 0 0
t-...-D 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.76 1.75 170 170 130 298 50 50 38 87
F 19A-Obsg7 0.295 2.64 1.95 0 0 0 0 19 19 51 38
F 19C-1 gcs p 0.049 0.40 0.30 109 109 44 33 0 0 0 0
F 22A-Ipm 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 c) AED exarsion 191 45
Envelope loss/gain 699 1151 340 540
12 a) Infiltration 251 95 129 49
b) Room ventilation 0 0 0 0
13 Internal gains: Oocupants@ 230 1 230 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 950 1477 469 589
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 9.50 1477 469 589
15 Duct loads 23 % 25 % 1 215 372 23 % 25 % 106 149
Total room load 1164 1849 575 738
Air required (cfm) 58 86 29 34
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
Ff- 2018-May-24 09.48 25
148& Right-SuiteOUnversal2018 18.0.11 RSU25029 Page 11
W`Lot 199 Pensacola A LHG Flex DblDr W .rup Calc = M.18 Front Door faces: W
7r wrightsoft° Right-J® Worksheet Job: Lot
4/
Pensacola ALhiG Flex...
Entire House Bate: IVIC2a1 a
By: MC
One Stop Cooling and Heating
7225 Sanxlscove Gout, Srile 1, Wirier Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444
1 Room name BTH3 LOFT
2 E>losed wall 15.5 It I T5 It
3 Room height 9.0 It heaV000l 9.0 If heaV000l
4
5
Room dimensions
Room area
6.0 x 9.5 It
57.0 fF
1 D x 334.8 It
334.8 f6
Ty Construction
number
U-value
BtuhtW--°F)
Or HTM
BtUW
Area M)
or perimeter (fi)
Load
Btuh)
Area OF)
or perimeter (fl)
Load
Btuh)
Heat Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12B-09N 0.097 n 231 2.79 0 0 0 0 122 122 280 339
13A-4ocs 0.143 n 3AO 2.85 0 0 0 0 0 0 0 0
05-2om 0.550 n 13.09 12.% 0 0 0 0 0 0 0 0
Vh128-0sw11
4B5-2fm 0.540
0.097
n
a
12.85
2.31
1324
2.79
0
54
0
50
0
116
0
140
0
0
0
0
0
0
0
0
4A5-2om
4A5.2om
0.550
0.550
a
a
13.09
13,09
27,00
27.00
4
0
0
0
51
0
105
0
0
0
0
0
0
0
0
0
4A5-2om 0.550 a 13.09 27.00 0 0 0 0 0 0 0 0
0.
550
e 3.
09
0 0 0 0 0 0 0 0
4A5-2om 0.550 e 13.09 27.00T00 0 0 0 0 0 0 0 0TE
13A-4ocs
485-2fm 0.540 e 12.85 14.63 0 0 0 0 0 0 0 0
11 DO 0.390 e 928 12.15 0 0 0 0 0 0 0 0
V,J
l--d'
12B-09w 0.097 s 2.31 2.79 86 86 197 238 36 36 83 100
4A5-2om 0.550 s 13.09 13.10 0 0 0 0 0 0 0 0
W 13A-4ocs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0
ti128.Osw
05-2om
4A5-2om
0.097
0.550
0.550
w
w
w
2.31
13.09
13.09
2,79
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-4ocs
4A5-2om
4A5-2omd
0,143
0,550
0.580
w
w
w
3AO
13.09
13.80
2,85
27.00
20.98
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
F 12C-0sw 0,091 2,17 1.48 0 0 0 0 0 0 0 0
q_-R 11 DO 0.390 n 9.28 12.15 0 0 0 0 0 0 0 0
C 168-30ad 0,032 0.76 1,75 57 57 43 100 335 335 255 585
F 19A-Obscp 0.295 2.64 1.95 0 0 0 0 0 0 0 0
F 19C-19cscp OD49 0.40 0,30 27 27 11 8 0 0 0 0
F 22A-tpm 1,180 28.08 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 8 66
Envelope loWgain 418 583 619 957
12 a) Infiltration 222 84 251 95
b) Room ventilation 0 0 0 0
13 Vrternalgains: Occupants@ 230 0 0 0 0
Appliances/other 0 450
Subtotal (lines6 to 13) 641 668 870 1502
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 246 240
14 Subtotal 641 668 1115 1742
15 Dud loads 1 23 % 251/61 145 168 23%1 25 %1 252 439
Total room load 785 836 1367 2181
Air required (dm) 39 39 68 101
Calculations approved la ACCA to meet all r2guirements of Manual J 8th Ed.
wnrlgl t rcaPlt^ 2018-May-24094825
AGCA RighlSule0Uriversal2018 180.11 RSU25029 Page 12
W V of 199 Pensacola A LHG Flex DUII)r - W.np Calc = MJ8 Froi1 Door faces: W
9'r wrightsoft# Right-J® Worksheet Job: Lot Pensacola AtHG Rex...
Entire House Date: 05/24/24(2018
By: MG
One Stop Cooling and Heating
7225 Sardsoove Court, Sute 1, Winter Park, FL 32792 Phona: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling com License CAC032444
1 Room name OTB WIC3
2 Exposed wdll 24 5 ft 11.5 ft
3 Room height 9.0 ft heat/cool 9.0 ft heaYbool
4 Room dimensions 6.5 x 18.0 It 6.0 x 5.5 it
5 Room area 117.0 hz 33.0 tF
Ty Construction U-value Or HTM Area 012) Load Area Of) Load
number Btuh/@2--°F) BNh/(F) or perimeter (ft) Bhuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12B-Osw 0.097 n 231 2.79 162 162 374 452 0 0 0 0
13A-4ocs 0.143 n 3.40 2.85 0 0 0 0 0 0 0 0
4A5-2am 0.550 n 13.09 12.96 0 0 0 0 0 OF 0
4B5-2fm 0.540 n 12.85 13.24 0 0 0 0 0 0 0 0
11
f
12B-Osv 0.097 e 2.31 2.79 59 53 121 146 0 0 0 0
4A5-2om 0.550 a 13.09 27.00 0 0 0 0 0 0 0 0
4A5-2am 0,550 a 13,09 27.00 6 0 79 162 0 0 0 0
4A5.2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 0
13A-4ocs 0.143 e 3.40 2.85 0 0 0 0 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 0TED4B5-2fm 0.540 e 12.85 14.63 0 0 0 0 0 0 0 0
11 DO 0.390 e 9.28 12.15 0 0 0 0 0 0 0 0
yf
l_G
12&Osw 0,097 s 2.31 2.79 0 0 0 0 50 50 114 138
4A5-2om 0.550 s 13,09 13.10 0 0 0 0 0 0 0 0
W 13A-4ocs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0
0.097 w 231 2.79 0 0 0 0 54 54 125 151ti12B-Osw
4A5.2om 0,550 w 13.09 27.00 0 0 0 0 O 0 0 0
4A5.2om 0,550 w 13.09 27.00 0 0 0 0 0 0 0 0
tfd13A-4ocs 0,143 w 3.40 2,85 0 0 0 0 0 0 0 0
4A5-2om 0,550 w 13.09 27.00 0 0 0 0 0 0 0 0
4A5-2omd 0.580 w 13.80 20.98 0 0 0 0 0 0 0 0
R 12C-09N 0.091 2,17 1.48 0 0 0 0 0 0 0 0
q-D 11 DO 0.390 n 9.28 12,15 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.76 1.75 117 117 89 205 33 33 25 58
F 19A-Obscp 0.295 2.64 1,95 9 9 24 18 0 0 0 0
F 19C-19cs(p 0.049 0.40 0.30 0 0 0 0 0 0 0 0
F 22A-tpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 15 18
Envelope loss/gain 687 967 264 329
12 a) Infiltration 351 133 165 62
b) Room ventilation 0 0 0 0
13 tnternal gains: Occupants 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 10,38 1100 429 391
Less exlemal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1038 1100 429 391
15 Dud loads 23°/ 25 % 234 277 23 % 25% 97 99
Total room load 1272 1377 526 490
Air required (dm) 63 64 26 23
Calculations approved b AAA to meet all requirements of Manual J 8th Ed.
r}i- 2018-May-24094825
Righl-Suite6Unversal201818.011RSU25029 Page 13
Mot 199 Pensacola A LHG Flex DblDr - W.rrp Calc =_ M:18 Front Door faces: W
wrightsoft° Right-JO Worksheet Job: Lot 199 Pensacola ALHG Rex...
Entire House
Date: 05/2412018 By: Mc One Stop
Cooling and
Heating 7225 Sarxlsmve Corr[, SLAe
1, Mier Park, FL 32792 Prone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneSlop(;oolirg.00m license: CAC032444 1 Room name WIG4
2 Exposed well 0
It 3 Room height 9.
0 It heal/000l 4 Room dimensions TO
x 5.0 It 5 Room area 35.
0 t? Ty Construction U-value
Or HTM Area M) Load Area Load number Bluh4t2-°F) BtuhtW)
or perimeter (ft) Bluh) or perimeter Heat Cool I Gross
N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12B-09ry
0,097 n 2.31 2.79 0 0 0 0 13A-4ocs 0.143
n 3AO 2.85 0 0 0 0 4A5-2om 0.550
n 13.09 12% 0 0 0 0 4135-2Im 0.540
n 12.85 1324 0 0 0 0 11 12B-Osw 0.
097 e 2.31 2.79 0 0 0 0 4A5-2om 0.550
a 13,09 27.00 0 0 0 0 4A5.2om 0.550
a 13.09 27.00 0 0 0 0 4A5-2om 0.550
e 13.09 2T00 0 0 0 0 13A-4ocs 0.143
e 3.. 0 0 0 0 4A5-2om 0.550
e 13.0909 277.0000 0 0 0 0 TED 465-2fin 0.540 e 12,85 14.63 0 0 0 0 11 DO 0.390
e 9.28 12.15 0 0 0 0 4?! 12B-Osw 0.
097 s 2.31 2.79 0 0 0 0 L___G 4A5.2om
0.550 s 13.09 13,10 0 0 0 0 W 13A-4ocs 0.
143 s 3.40 2.85 0 0 0 0 12B-0 w 0,
097 w 2.31 2.79 0 0 0 0 4A5-2om 0.550
w 13.09 27.00 0 0 0 0 4A5.2om 0,550
w 13.09 27.00 0 0 0 0 13A-4ocs 0.143
w 3.40 2.85 0 0 0 0 05-2om 4A5-2omd
0,550
0.580
w w
13.09
13.
80
27.00
20.98
0 0
0 0
0
0
0
0
12G-
0w
0.
091
2.17 1.48 0 0 0 0 T-D 11 DO0.390 n 928 12.15 0 0 0 0 C 16B-30ad 0.
032 0.76 1.75 35 35 27 61 F 19A-Obscp 0295
2.64 1.95 0 0 0 0 F 19C-19cscp 0.
049 0.40 0.30 0 0 0 0 F 22A-tprn l
A 80 28.08 0,00 0 0 0 0 6 c) AED excursion
3 Envelope loWgain 27 59
12 a) Infiltration 0
0 b) Roam ventilation 0
0 13 Internal gains: Coaupants@
230 0 0 ApplianoesJolher 0 Subtotal (lines6
to 13)
27 59 Less external load 0
0 Less transfer 0 0
Redistribution 0 0 14
Subtotal 27 59
15 Duct loads 23 %
1 25%1 6 15 Total room load 33
73 Air required (c(m)
2 3 Calculations roved b ACCA
to meet all r uirements of Manual J 8th Ed. t" wrlghtof°t" 201
8-May-24 09 48:25 oft _, __,_ Right-SuteOUniversal 201818,
0,11 RSU25029 Page 14 fC Wll 01 199 PensacolaA
DIG Flex ObOr - W rup Calc = W8 Front Door (aces. W
Static Pressure and Friction Rate Job: Lot 199 Perracola AIHG ...
wrightsoft" Date: 05/24/2018
Entire House By: Mc
One Stop Cooling and Heating
7225 Sandscove Cout, Sute 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCootirg.com License: CAC032444
For: Park Square Homes
3939 Night Heron Drive, Sanford, FL
Heating Cooling
in H2O) in H2O)
External static pressure 0.50 0.50
Pressure losses
coil 0 0
Heatexchanger 0 0
Supply diffusers 0.03 0.03
Return grilles 0.03 0.03
Filter 0,10 0.10
Humidifier 0 0
Balancing damper 0 0
Other device 0 0
Available static pressure 0.34 0.34
Total•
Supply Return
ft) ft)
Measured length of run -out 24 0
Measured length of trunk 44 0
Equivalent length of fittings 150 0
Total length 218 0
Total effective length 218
Heating Cooling
in/100ft) (in/100ft)
Supply Ducts 0.156 OK 0.156 OK
Return Ducts 0.156 OK 0.156 OK
Supply 11 A=20, 4X=35, 11 G=5,11 M=20, 111=10,11 M=20, 11 G=5, 1 A=35: TotalEL=150
Return TotalEL=O
wrightsoft* 2018-May-24 09:48:27
nab<.,..,,.,,„„ 1-1-1 RigYt-SufeSUrrversa12018 78.0.17 RSU25029 Page t
W\Lot 199 Pensacola A LFIG Flex DblDr - W .rrp Calc - W8 Frorl Door faces: W
Duct System Summary
Job: Lot 199 Pensacola ALHG
wrightsoft, Date: 05/24/2018
Entire House By: MC
One Stop Cooling and Heating
7225 Saudscove CoLrt, SLite, 1. Wirter Park, FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www,0reStop000lingoom Licerse: CAC032444
Project Information
For: Park Square Homes
3939 Night Heron Drive, Sanford, FL
Heating Cooling
External static pressure 0.50 in H2O 0.50 in H2O
Pressure losses 0.16 in H2O 0.16 in H2O
Available static pressure 0.34 in H2O 0.34 in H2O
Supply/ return available pressure 0.170/0.170 in H2O 0.170/0.170 in H2O
Lowest friction rate 0,156 in/100ft 0.156 in/100ft
Actual air flow 1367 cfm 1367 cfm
Total effective length (TEL) 218 ft
Supply Branch Detail Table
Name
Design
13tuh)
Htg
cfm)
Clg
cfm)
Design
FIR
Diam
in)
H x W
in)
Duct
Mat!
Actual
Ln (ft)
Ftg.Eqv
Ln (ft) Trunk
BFD2 c 2482 89 115 0211 7.0 Ox 0 AFx 363 125.0 st6
BEDS c 1445 54 67 0.221 6.0 Ox 0 AFx 28.7 125.0 st6
BFD4 c 1849 58 86 0,256 6,0 Ox 0 Wx 17.9 115.0 st7
8 FH2 c 738 29 34 0.228 4.0 Ox 0 AFx 29.2 120.0 st6
EITH3 h 785 39 39 0.258 4.0 Ox 0 Wx 16.8 115.0 st7
CAFE h 3358 167 124 0.205 7.0 Ox 0 AFx 35.5 130.0 st3
DROP h 170 8 7 0.217 4.0 Ox 0 AFx 31.4 125D st5
FAM c 4927 132 228 0.190 8.0 Ox 0 AFx 43.5 135.0 st3
FLEX h 3434 170 108 0.156 8.0 Ox 0 AFx 67.9 150.0 st4
KIT C 2035 70 94 0.201 5.0 Ox 0 AFx 34.5 135.0 st3
LAUN h 1287 64 59 0.206 4.0 Ox 0 AFx 40.0 125.0 st5
LOFT c 2181 68 101 0.319 6.0 Ox 0 AFx 11.5 95.0 st2
MEIED h 2480 123 107 0167 7D Ox 0 AFx 59.1 145.0 st4
MB rH h 743 37 26 0.178 4.0 Ox 0 AFx 46.5 145.0 st4
MWG h 476 24 11 0.167 4.0 Ox 0 AFx 53.1 150.0 st4
MWIC h 2800 139 63 0.168 7.0 Ox 0 AFx 52.1 150.0 st4
OFB c 1377 63 64 0,229 5.0 Ox 0 AFx 28.3 120.0 st7
PWD h 132 7 6 0.192 4.0 Ox 0 AFx 37.0 140.0 st5
W IC3 h 526 26 23 0.225 4.0 Ox 0 AFx 31.0 120.0 st6
W rA c 73
1
2
1
3
1
0263
1
4.0
1
Ox 0 AFx
1
14.3
1
115.0
1
st7
wrightsoft* 2018-May-24 09A8 27
1-1111- 1111--, 1 -., Rigll-Skiteft Uriversal 2018 18,011 RSU25029 Page Ik6KW',Tot 199 Per6acola A LNG Flex DbIDr - W,rup Calc = W8 Frort Door faces: W
Supply Trunk Detail Table
Name
Trunk
Type
Htg
Cfm)
CIg
Cfm)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
SO PeakAVF 940 835 0.156 673 16.0 0 X 0 VinIFIx
st2 PeakAVF 426 532 0211 677 12.0 0 X 0 VinIFIx
st6 PeakAVF 197 239 0.211 541 9.0 0 X 0 VinIFIx st2
st7 PeakAVF 161 192 0.229 549 8.0 0 X 0 VinIFIx st2
st4 PeakAVF 493 316 0.156 627 12.0 0 X 0 VinlAx st3
st3 PeakAVF 862 763 0.156 806 14.0 0 X 0 VinIFIx SO
st5 PeakAVF
1
79 72
1
0.192
1
578
1
5.0
1
0 X 0 VinIFIx stl
Name
Grille
Size (in)
Htg
Cfm)
Cig
Cfm)
TEL
ft)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Mad Trunk
rb2 Ox 0 1367 1367 0 0 0 0 Ox 0 Wx
2018 May-24 09,48:27righ , t , so , ft
I Rigfl-Suter& Uriversal 2018 18 0,11 RSU25029 Page 2
W'Col 19`9'Pen"sacola A LHG Flex DblDr - W,rup Calc - W8 Frort Door faces: W
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot 199 Pensacola A LHG Flex DblDr - W Builder Name:
Street: 3939 Night Heron Drive Permit Office: City of Sanford
City, State, Zip: Sanford , FL , Permit Number:
Owner: Park Square Homes Jurisdiction: 691500 W
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity
sealed. with a material having a thermal resistance of R-3
Knee walls shall be sealed, per inch 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 iambs 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
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be Cut to fit, or narrow
cavities shall be filled by insulation that on
Narrow cavities installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spa c as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend hphind g*Q4na and wiring,
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub floor or drywall,
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fir a nk! olates d wall ceilino
a. In addition, inspection o7fo—g walls shall be in accordance with provisions of ICC-400.
5/24/2018 9:50 AM EnergyGaugeO USA FBC 6th Edition (2017) Compliant Software Page 1 of 1
Job #: Lot 199 Pensacola A LHG Flex Db[Dr...
Performed by MC for:
Park Square 1-fornes
3939 Night Heron Drive
Sanford, FL
1ST
One Stop Cooling and Heating
7225 Sandscove Court, Suite I
Winter Park, FL 32792
Phone: (407) 629 - 6920 Fax: (407) 629 - 9307
wvvw.OneS(opCAaoling.com
8x4
24 Oro
Scale: 1 : 71
Page I
Right-SuileS Universal 2018
18.011 RSU25029
2018-May-2409:4154
nsacolaA U-IG Flex DbfDr - Mup
2ND
EIFI VTR
8x4
8x4 WIC3 350m1727c6n
2a3kBTH ,.'
4" BED2
1 Ox8FLRB
Sup Riser /7" 119chn
BED3 14"
lox 10
10x6
690fin
408 RA U x 10
1417c6n 914"
1 Ox6
105chn
1\6"LRB
ZONE DAMPER
16" DAMPER I ST FLR 12x 12 LOFT
12" DAMPER 2ND FL
12" BYPASS 5 1 Ox6
12' LRB Sup Riser 66c6n
4 On
LRB 84 - WIC4
4"
8x4
40e6n 6"
EFi VTR OTB
lox 10
1 Ox6
89 ChTI
BEN
BTI-13
w"Ims,
Job #: Lot 199 Pensacola A LHG Flex DblDr... One Stop Cooling and Heating
Scale: 1 71
Performed by IVIC for: Page 2
Park Square Homes 7225 Sandscove Court, Suite 1 Right-SuiteS Universal 2018
3" Night I leroo Drive Winter Park, FL 32792 18.0.11 RSU2502()
Sanford, FL- Phone: (407) 629 - 6920 Fax: (407) 629 - 9307
2018-MaT240941:54
nsacolaA LHG Flex DtADr - Wrup
www.OneStopCooling.corn
rd
5ewe--
43
i &M Qc,o\ Ck / .4 5 I Z,
Ulv%scti ;t!Yoices -*rK(-.
RE CORD COPY
DESCRIPTION AS FURNISHED: Lot 199, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93
through 102 of the Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title
Insurance Fund; Bank of America
LOT 201
LOT 200
I
S 00016'57" E
98.85'
w
R
O
LOT 198 CoLO 6 L
4 0 AO
W 10,00''
t
M
ciN
10.00'
i
DRAIN INLET AS
SCALED FROM
DRAINAGE PLANS
26.81' 26.81' 26.81' 26.81'
11.3' 14.0'
38.85' -f--
LANAI
14.7' 1
LOT 199
a
PROPOSED RESIDENCE I
PENSACOLA - A
3 CAR - GARAGE LEFT `F I
20.7'
27' ----
DRIVE
30.19'
1 a'
18'
5' CONC. WALK
14.0' /
PORCH o /
12.7' °
25.28'
WALK
25.20'
20.9
27.14' '
F
n=9o"00Inn " It
R—
5 0 C=
106.07' JCB=
S 45t 6' SETBACKS
AS FURNISHED 24 — -{
FRONT =
25'("} ,S 00"16'57" E REAR
SIDE _
ffi 5 (40' LOT) R3, 85' LOT)
10NICIIT
HEY? ON f 0' (7575' LOT) SIDE STREET =
25' (60' & 75' LOT) 15' (40'
LOT) (50' PRIVATE R/W) Y 3
U
Q
U
h
t
M
Ok
to
construct single family home with setbacks
and impervious area shown on
plan. 2 of. DWI Peyl
sa
co 1 a - 25' FRONT
SETBACK CAN BE REDUCED TO 20'
ON CERTAIN LOTS. NO MORE THAN PLOT PLAN ONLY 2) IN
SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS NOT A SURVEY OF (2)
IN SUCCESSION AT 25' TOTAL LOT AREA 10,160 t SQUARE FEET PROPOSED = FINSHED
SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET FLATWQRK PER DRAINAGE
PLANS DRIVE 820/ 176= 996 t SQUARE FEET FOUNDATION/PAD 3,285 t SQUARE FEET PROPOSED DRAINAGE
FLOW 928= WALKS 42 / 970 t SQUARE FEET REAR PA770 1I7 t SQUARE FEET FRONT PORCH
LOT GRADINGTYPEASOD6,875 989 = 7,864 t SQUARE FEET DECK 97
t SQUARE FEET POOL DECK
0 t SQUARE FEET PROPOSED F.
F.PER PLANS 22,8' Q NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT " NOT FIELD VERIFIED 6'.I-
US,EjV T rTR—,S'COTT ASSOC, ANC — ZAN.0 ,S'UFti' TEE YOR,S' LEGEND - LEGEND -
5400 E,
COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P . PLATPDA- + POINT ON LINE F • FIELD
TYP, a TYPICAL NOTES: IP. . IRON
PIPE RR.C. • POINT OF REVERSE C UR ATURE IA. • IRONRODP,C.C. - POINT OB COMPWND CURVATURE 1. INC UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA 80ARO OF IA C.
M. • CONCRETE LAD. • RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SCt MR. .
1/E" I.R. +/NL@ 4596 NR. • NON -RADIAL NLD 492. UNLESS EMBOSSED W11H SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPES ME NOT VALID. REC. * RECOVERED
V.P. • WITNESS POINT 3. INS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHER TO THE SURVEYOR. MERE MAY BE OTHER RESTRtCRONS PA.B.
a POINT OF BEGINNING CALL. + CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. PA,C. .
POINT OF COMMENCEMENT PJLK • PERMANENT REFERENCE MONUMENT CENTERLINE BF. *
BUILDING FLOOR [QH 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. K LINE
N • NAILLDISKDA + SETBACK LINE II. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON OY ANY OTHER ENTITY. RENCHNG R(
V + RIGHT-OF-VAY BM. + BENCRBARK R/ 8. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT 8E USED TO RECONSTRUCT BOUNDARY LINES. ESMT, • EASEMENT
B.D. • BASE BEARING 7. BEARINGS, ARE DASEO ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.O.) UDRATt, DRAINAGE
UTtL. •
UTILITY
B. ELEVATIONS,
IF SHOWN. ARE BASED ON NATIONAL GEODETIC VERTICLL DATUM OF 1929, UNLESS OTHERWISE NOTED. CL.FC.
CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 469& VD.FC. •
VOOD FENCE Ci8 • CONCRETE
BLOCK SCALE f--'- 1" s jD -1 DRAWN HY roe R,C.
POINT Of CURVATURE P.T. *
POINI OF TANGENCY DESCRIPTION CERTIFIED
BY: L'LATE ORDER Na.DESC. R .
RADIUSPLOT PLAN 05-21-2018 3217--18 L • ARC
LENGTH D • DELTA
C • CHORD
C.B. •
CHORD BEARING NORTH THIS
BUILDING\
PROPERTY DOES NOT LIE WITHIN - THE ESTABLISHED
100 YEAR FLOOD PLANE AS PER "FIRM" TO -k'. CRUD MEYER#R.L.S. ,%T 4714 ZONE X.
MAP / 1211700090 F (09-28-07) JAMES W. SC TT, R.
L.S 1 4801
EI,(o LaGd
Filename: PARK SQUARE 2572 PENNSACOLA.rrr
RECORD COPY
Lighting and Small Appliance/Laundry Circuits - -
Floor Area SmAppNo LaundNo Line Neutral
2570 2
Lighting Summary Standard 6,224 6,224
Optional 12,210 6,224
Ranges & Ovens
Range No. No? Nameplate Line Neutral
1 ---` -------
1 1 8000
2 0 0
3 0 0
Range/Oven Summary Standard 6,400 4,480
Optional 8,000 4,480
Dryers _________________
Dryer No. No? Nameplate Line Neutral
2 0 1UiC.(t !
3 0
Dryer Summary Standard 5,000 3,500
Optional 51000 3,500 --
M1 °
ttv.F,
Heating and Cooling: Actual Number = 2 -----
Name M? Ph No Amps Volts VA HP Line Neutral
1 M 1 1 14.0 240 ^^ 3,360--~_^^0M112.0 240 480 01M115.0 240 1,200 01Z11424013,360 0M1114.0 240 3,360 0M112.0 240 4802M115.0 240
0
2 1 1 1
1,200 0
14 240 1 3,360 0Heat/Cool Summary Standard 16,800 0
Optional 16,800 0
Fixed Appliances: Actual Number = 6------------------------
Name __
A
M? Ph No Amps Volts VA HP Line Neutral
DISP 1 1 120 600 600 600DISH111.20 1200 1,200 1,200MICRO111201200
WH 1,200 1,2001118.5 240 4,440 0OPTPOOL11102402,400OPTPOOLHEAT1131
0
240 7,440 aFixedApplianceSummaryStandard12,960 2,250
Other Appliances: Actual Number 0
Optional 17,280 2,250
Name_______ M? Ph No Amps Volts VA HP Line Neutral
Other Appliance Summary Standard ---------- 0 0
Optional 0 0
25% of Max Motor: r_______
Line is Std Only; Neutral for Both
Maximum Phase Amps Volts
1 14 240
Heat/Cool Phase Amps Volts
1 14 240
Fixed Appl. Phase Amps Volts
0
Other Appl. Phase Amps Volts
0
Max Motor Summary
Standard Only 840 0
SUMMARY
Standard Line ==Neutral
Total Total - 48,22416,454 Maximum
Amperage = 20-1 69 Service
Voltage = 240 Service Phase = 1 OptionalLine
Neutral Total Total -
39,796 16,454 Maximum Amperage =
166 69 Service Voltage =
240 Service Phase = 1
Fw
Lumber design values are inaccordance with ANS|/TP|1section G.3 These truss designs
rely onlumber values established bvothers. MiTek RE: PSO2572A-5GT-
ParkSqHnn/
Pena000/a-2572A-3Car-Troy MUl[e0«USA, Inc. Site Information: . 1 Cuetomer|
nfo- PARK8OUAREHK88 PrcjectName:
PSO2572A'3(T Model: PEN8ACD*/1 4+\'L/u-
CAR/TRAY Lot/
Block: 199 Subdivision:
VVYNOHA&1PRESERVE 00 Address: 3939NIGHT HERON DR. City:
SANFORD State: FLORIDA Name Address
and License # of Structural
Engineer of Record, If there is one, for the building. Name: Licenae#: Address: City: State: General
Truss Engineering
Criteria &
Design Loads (
individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014
Design program:
K4iTek20/20 8.1 Wind Code: ASC[7-)8 Wind
Speed: 140mph koo[iooJ: 40.0ps[ Floor Load:
55.0pu[ This package includes 50 individual, dated
Truss Design Drawings and 0 Additional Drawing With my seal affixed to this
sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31 .
003, section 5 of the Florida Board of Professional Engineers Rules, z~ rr ` " _ _ 7 This item has
beenelectronically signed
and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are
not considered signed and sealed and the signature must be verified onany electronic copies The truss druwing(s)
referenced above
have been prepared hyK4iTck USA, Inc. under mydirect Supervision based
oil the parameters provided by Mid -Florida Lumber Acquisitions, Inc..
Truss Design Engineer's Name: A/baniThornas
K4ylicense renewal date 6nrtile state o[Florida
io February 28,2U|9. IMPORTANT NOTE: The seal on these truss component designs
is a certification that the engineer named is licensed in the jurisdiction(
s) identified and that the designs comply with ANSI/TPI 1 . These designs are
based upon parameters shown (e.g., loads, supports, dimensions, shapes and design
codes), which were given to MiTek, Any project specific information included is
for MiTek's customers file reference purpose only, and was not taken into
account in the preparation of these designs. MiTek has not independently verified the applicability
of the design parameters or the designs for any particular building. Before
use, the building designer should verity applicability of design parameters and properly incorporate
these designs into the overall building design per ANSIrrPI 1, Chapter
2. May 18,2018 6ani,Thomua | n[2
RE: PSQ2572A-3GT-ParkSqHn/Pmnnacoka'2572A-3Carlroy
Site Information:
Customer Info-, PARK SQUARE HMS Project Name: PSO2572A-3GT Model: PENSACOLA2572`A/3-CAR/TRAY
Lot/Block: 199 Subdivision: VVYNDHAK8PRESERVE 8O Address:
393ANIGHT HERON DR. City: SANFORD
State: FLORIDA
Job Muss Truss Type Oty Ply ParkSq Hrr1/Pensacola 2572A 3Caf Tlay
PS02572A-3GT At HIP 1
T14086709
Referenga (9uonel._..
9-------- Mid-Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Ina Fri May 18 10 27.51 2018 Page 1
tD:?9kVV7HBW6C4uYzKV?IgLcy3mse-A2M4OxSLda67L33FKmEIYNgOXTdF1EPao6FwZnzFIA6
55i5-i0G-tZ
2 12 t 53 q
10 2-92-912 32 —{ -11-6--13116 Oi10--9' 3451 _.__ 83 -_- j508z -
i-0-00 457 .—{
34579-~-4457 ) 3012 1 7ri14 r1ea0
0-1-7
Scale 1.81.9
7x12 _- 6x12 -- 5x5 = 7x6 --= 2x4 II 7x6 = 4x6 == 4x4-
6001]2_
3 26 4 5 27 28 6 7 29 6 30 9 10
23 22 21 — " 3xii 2x4 11 17 16 15 14 4x6 =
6 / 3x6 == 5xi6 == 5xt2.00 (tt 5x6 \\ 8x10 = 6x6 = 3x6
6x14 MT20HS ==
8x12 MT20HS -
15-1II.12 26-11-12
7-0-0 10 11 -6 14-_,0, 11 16.9_ _ 19 3 / 0./ /-1 2S 11-12 26- -3 31 5 3 35-19 9 40 40 41 4 0
700 ..._.. {` 3 i 1-6 _ ( 3 i, 8 -' Or10- 3 4-5 __ 1
1
3 { ....- y 0 8 _..._ 64 ._... .. 4-5 7 _' 1 4 5.7 I 4 5 7 I 0 0 I
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL L25 TC 0.70 Vert(LL) 0.65 18-19 >661 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,83 Vert(CT) -1.69 18-19 >331 180 MT20HS 1871143
BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0,44 12 n/a n/a
BCDL 10 0 Code FSC2017ITP12014 Matrix
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 "Except' TOP CHORD
10-13,1-3: 2x4 SP No.2 BOT CHORD
BOT CHORD 2x4 SP No.2 'Except'
18-20: 2x4 SP DSS, 15-17: 2x4 SP No 1
WEBS 2x4 SP No.3 *Except`
4-20,8-18,20-22 2x4 SP No.2, 16-18: 2x4 SP No 1
REACTIONS. (lb/size) 1 =3234/0-7-8,12=3302/0-7-8
Max Horz 1=-51(LC 6)
Max Uplift 1=-594(LC 8). 12=-633(LC 8)
Max Grav 1=3280(LC 13), 12=3340(LC 14)
FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown.
TOP CHORD 3-4=-8190/1603, 4-5=-13805/2663, 5-6=-15901/3035, 6-7=-15901/3035, 7-8=-15590/2999,
8-9=-10245/1982, 9-10=-8385/1638, 10-11=-6491/1251, 11-12=-6376/1218,
1-2=-6379/1232, 2-3--6505/1259
BOT CHORD 1-23=-1034/5581, 22-23=-1059/5864, 21-22=-66/349, 19-20=-2610/13975,
18-19=-2960/15808, 16-17=-77/407, 15-16=-1568/8423, 14-15=-1052/5815, 12-14=-1017/
5538 WEBS 4-20=
1262/6676, 5-20=-1272/312, 7-18=-512/172, 8-18=-1170/6173, 8-16=-3585/750, 9-16=-422/
2338, 9-15=-1967/442, 10-15=-648/3330, 11-14=-71/389, 4-22=-4100/839, 3-22=-617/
3190, 2-23=-66/403, 6-19=-734/249, 5-19=-370/2166, 20-22=-1507/8145, 16-18=-1875/
10112 Weight 580 Ib
FT = 0% Structural wood sheathing
directly applied or 3-2-9 oc purlins. Rigid ceiling directly
applied or 10-0-0 oc bracing, Except 9-3-9
oc bracing 19-20 8-8-13
oc bracing: 18-19 NOTES. 1) 2-
ply
truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected
as follows: 2x6 - 2 rows staggered at 09-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected
as follows: 2x4 - i row at 0-9-0 oc. Webs connected as
follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads
are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof
live loads have been considered for this design. 4) Wind. ASCE
7-10. Vult=140mph (3-second gust) Vasd=108mph. TCDL=4.2pst, BCDL=3 Opsf, h=15ft, B=45ft. L=24ft, eave=6ft, Cat. 11: Exp B.
Encl., GCpi=0.18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate
drainage to prevent water ponding. 6) All plates
are MT20 plates unless otherwise indicated. 7) This truss
has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss
has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members. 9) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 594 lb uplift at joint 1 and 633 lb uplift at i, WARNING - Verity
design Parameters and READ NOTES ON THIS AND INCLUDED 0141TER REFERENCE PAGE MII.7473 rev, 10/03/2015 BEFORE USE. Design valid for
use only with MiTeole connectors. This design is based only upon parameters shown, and is loran individual building componentnot a loss system. Before
usethe building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is
to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability
and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and
bracing of trusses and truss systems. see ANSIITPI1 Quality Criteria, DS8-89 and 8CSI Building Component Safety Information available from Truss
Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. d 3 q 4 This
item
has been electronically
signed and sealed by
Albani, Thomas, PE
using a Digital Signature. Printed
copies of this document
are not Considered signed
and sealed and the
signature must be verified on
any electronic copies. Thomas
A. Albani PE No.
39380 MiTek USA, Inc. FL Gert
8934 6904 Parke East Blvd_ Tampa
FL 33810 Date: May 18,2018 MiTek`
6904
Parke East Blvd.
Tampa.
FL 36610
Jab 11buss Illlruss_Iype ........ ........ __-- - IIIIfOry 1{Ply iIIIIParkSgHm/Pensacola2572A
T 14086709
Xar-Tray _
IPS02572A 3G1 1At __. 1HIP -/Job
Rate r-enpe(aA iional).---_ Mid -
Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10.27:51 2018 Page 2 ID ?
9kW7HBfw6C4uYzKV?IgLcy3mse-A2M40xSLda67 L33F KmE t YNgOXTdF 1 EPao6FwZ-nzF IA6 NOTES- 10)
Girder
carries hip end with 7-0-0 end setback. 11) Hanger(
s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 467 lb down and 141 lb up at 40-4-0, and 467 lb down and 141 lb up at 7-
0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(
S) Standard 1) Dead +
Roof Live (balanced) Lumber Increase=125, Plate Increase=125 Uniform Loads (
plf) Vert: 3-
10=-106(F=-66), 10-13=-40, 1-21=-35(F=-22), 18-20=-35(F=-22), 12-17=-35(F=-22), 1-3=-40 Concentrated Loads (
lb) Vert: 10=-
385(F) 3=-385(F) WARNING - verify
design Pararnerers and READ NOTES ON THIS AND INCLUDED 0I EK REFERENCE PAGE 111II4473 rev. 1010312015 BEFORE USE. Design valid
for use only with Mifek44 connectors. This design is based only upon parameters shown, and is for an individual building component, notNil' a trusssystem. Before use, (he building designer must verify the applicability of design parameters and property incorporate this design into the overall '` building design
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeemsk' Is always
required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage,
delivery, erection and bracing of trusses and truss systems, see ANSI(TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information
available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314_ Tannpu. FL 36610
Job Truss Truss Type Qty Ply ParkSq Hni/Pensacola 2572A 3Cai-Tray
T14086710
i
1ob_Rgference-( PS02572A-30r A2 MONO HIP
onal) --
Mid-Flofida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fn May 18 10,27,52 2018 Page 1
ID.xYsHYzCvSjSo8s6jcQnlQly3msc-eEvSEHSzOtE zDeRuTIG5bDXBtw6ntgXk1m_T5DzFIA5
4-94 8-11-15 1410-12 1510-12 21-4-8
5_5_12
26-40 261112_31.2-0 348-8 38-4-0 42-6-12 47-4-0 48-8_o1—. {....._.-
4-2 11-4l4-9-4 4-2 11 5 10-13 I{-q 3_7-8 12....----
i-- 4.9.4 014-11-8 0 4-2-4 3-6-8 3-7-8
Scale = 1 81.9
5x8
3x6 5x5= 3x6 = 4x6 = 3x6 =_
5x5 =
6.00 12, 3 24 4 25 26 5 6 27 7 28 829 9
20 19 2x4 II 3x8 2.4 II 15 14 13 4,,6
6x8 == 8xi0 12.(i 5x6 \\ 7x8 _ 3x8
8xi2 MT20FIS
15 --1 34-4-11 - f— 2d-A-_Q{ 47- 4
8------- 3-7-8 ... 90-0
Plate Offsets (X,Y)-- 3:0-6-0,0-2-8], [5:0-2-8,0-3-41, [9:0-2-8,0-2-41, 14:0-2-0,Edge], (15:0-2-8,Edgel, (16:0-4-4,0-4-0), 18:0-3-12,0-2-8], 19:0-2-8,Edge], 21 0-2-0,0-0-121
1?222 0.0-2-Qj
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.63 16-17 >888 240 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0,98 Vert(CT) 1,29 16-17 >436 180 MT20HS 1871143
BCLL 0.0 Rep Stress Incr YES WB 0,98 Horz(CT) 0,38 1 n/a file
BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight 268 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 `Except" TOP CHORD
3-5,5-9: 2x4 SP NoA BOT CHORD
BOT CHORD 2x4 SP No.2 `Except*
16-18,1-19,11-14: 2x4 SP No,1
WEBS 2x4 SP No 3 `Except'
3-18,14-16,18-20:2x4 SP No.2
REACTIONS. (lb/size) 1=1867/0.7-8, 11=1969/0-7-8
Max Horz 11=-96(LC 10)
Max Uplift 1=-312(LC 12), 11=-370(LC 12)
FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 9- 1 0=-3332/1108, 10-11=-3546/1193, 3-4=-530711765, 4-5=-6104/1990, 5-6=-611111993, 6-7=-6065/1997, 7-8=-4276/
1451, 8-9=-2963/1046, 1.2=-3557/1198, 2-3=-3350/1108 BOT CHORD 13-14=-1106/3708, 11.
13=-1008/3063, 17-18=-1592/5343, 16-17=-1825/6104, 1-20=-1007/3090 WEBS 9-13=-
347/1226, 5-17=-
384/194, 7-14=-1707/561, 3-20=-311/124, 3-18=-886/2781, 4-17=-247/945, 4-18=-842/
325, 6-16=-348/159, 14-16=-1286/4338, 7-16=-696/2286. 18-20=-817/2857, 8-13=-1279/
440, 8-14=-277/988 Structural wood sheathing directly applied. Rigid ceiling
directly applied or 2-2-
0 oc bracing. NOTES- 1) Unbalanced roof live loads have
been
considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (
3-second gust) Vasd=108mph, TCDL=42psf; BCDL=3.Opsf, h=15ft, B=45ft; L=24h, eave=6ft, Cat. II; Exp B, Encl_, GCpi=O-18.
MWFRS (directional) and C-C Extenor(2) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 8-11-15, Exteffor(2) 8-11-15 to 42-8-11.
Interior(l) 42-8-11 to 48-8-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.
60 3) Provide adequate drainage to prevent water
ponding. 4) All plates are MT20 plates unless
otherwise indicated. 5) This truss has been designed for
a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for
a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and
any other members. 7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 312 lb uplift at joint 1 and 370 Ib uplift at joint 11, Q WARNING - Verify design parameters
and READ
NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO
connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building
designer must verity the applicability of design parameters and properly incorporate this design into the overall building dosign.. Bracing indicated is to prevent
buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to
prevent collapse with possible personal inlury and property damage. For general guidance regarding the fabneatimo, storage, delivery, erection and bracing of
trusses and buss systems, see ANSIITPI1 Quality Criteria, DSB-99 and BCSI Building Component Safety Information available from Truss Plate Institute,
218 N. Lee Street, Suds 312, Alexandria, VA 22314. This item has been electronically signed and
sealed by Albani, Thomas,
PE using a
Digital Signature. Printed copies of
this document are not
considered signed and sealed
and the signature must
be verified on any electronic
copies. Thomas A. Albani
PE No.393 0
MiTek USA, Inc. FL Cert $634 6904
Parke East Blvd, Tampa FL 33610
Date: May 18,2018 NIF MiTek° 6904
Parke
East Blvd. Tampa.
FL
36610
Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola 2572A 3Car-Tray
PSQ2572A-3CT A3 MONO HIP 1 1
T14086711
glob Rgfgp;t ce L4R(lo 101 _
Mid -Florida Lumber, Bartow, FL 8A30 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27.53 2018 Page 1
ID: xYsHYzCvSjSo8s6jcQnlQ 1 y3msc-6RTgRdTb9BMrbMDeRAH VdoljvHlXV8fntGQk 1 dgzF IA4
I 5-9-12 1__ 11-o-Q._ { ia_to-12 1 1QJJ2 _L46 I-. 11-IZ 2gt71-2 17-1a- { @9-Q I 414_12__. F--47.4.9, 4 8=pi
5 9-12 5 2-4 3-10 12 f-0-d 5-5-12 4-7-4 1-0-0 4-8-2 4-8-2 5-0-12 5-11-4 1-4 0
Scale = 1 83 4
5x8 -== 3x6— 5x5
424 25 5
3x6 3x6 5x8 --"
6 26 727 28 8
600112
r1d
1 q I
4x6 -- 21 20 19 2x4 II 3x8 15 14 13 12 4x6
2.4 II
2.4 5x10 = Sx6 00 12- 5x6
7x8 _- 6.8 3x6 _ 2,4 11
7x8 T-`
115 10 12
11 0-0 _ 1 41012 __i5_9 21_48 ...._.{ 25_tji2_ 2- ti 72317-14__— { 3649_ 41A 12_-__. 4740... ... ..._..._..{ 5
9-12 5 2 4 3-t0 17 0-10- 5-5 1LL2 4-7-4 1 Go, 4 A 2 4 8 2 5,012 S t i 4 0-
1-7 Plate
Offsets X)(- t3 0-6-0 0-2-81 j5:0 2 8 0-3-4 8 0-6-0 0 2 8f 15:0 2 8 E ej 1( 6 0-2:0 0_=,__2-4j,j18, 0 2-4 0.3-QI[19 0_2-8 Edpel. [22 0 2 0 00 121 t23 0 2 0,0.2-0 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL
20-0 Plate Grip DOL 1-25 TC 0-78 Vert(LL) -0 47 16-17 >999 240 MT20 2441190 TCDL
10.0 Lumber DOL 1.25 BC 0,84 Vert(CT) -0.97 16-17 >581 180 BCLL
0.0 Rep Stress Incr YES WB 0 92 Horz(CT) -0.33 1 n/a n/a BCDL
10.0 Code FBC20171TP12014 Matrix-S Weight: 282 lb FT = 0"/ LUMBER-
BRACING - TOP
CHORD 2x4 SP NG.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT
CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 5-4-8 oc bracing. 16-
18: 2x4 SP No,1 WEBS
2x4 SP No 3 *Except* 14-
16,18-20: 20 SP No.2 REACTIONS. (
lb/size) 1=186710-7-8, 10=196910-7-8 Max
Horz 10=-116(LC 10) Max
Uplift 1=-312(LC 12), 10=-370(LC 12) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 3-4=-4150/1413, 4-5=-4769/1593, 5-6=-4775/1596, 6-7=-4726/1595, 7-8=-3480/1224, 8-
9=-318111082, 9-10=-3596/1150, 1-2=-3610/1154, 2-3=-3193/1078 BOT
CHORD 1-21=-964/3137, 20-21=-964/3137, 17-18=-119714166, 16-17=-1383/4747, 13-
14=-800/2784,12-13=-963/3105,10-12=-963/3105 WEBS
4-18=-805/303, 6-16=-3821164, 7-14=-1510/523, 8-14=-357/1150, 8-13=-71/335, 9-
13=389/191, 3-20=-525/155, 2-20=-412/202, 3-18=-669/2152, 5-17=-396/201, 14-
16=-1004/3481, 7-16=-524/1758, 4-17=-2211836, 18-20=-79612820 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf. BCDL=3.Opsf; h=15ft; 6=45ft; L=24ft, eave=6ft, Cat. 11,
Exp B; Encl-. GCpi=0.18. MWFRS (directional) and C-C Exterior(2) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 11.0-0, Exterior(2) 11-
0-0 to 40.6-15, Interior(i) 40-6-15 to 48-8-0 zone,C-C for members and forces & MWFRS for reactions shown. Lumber DOL=1.60 plate
grip DOL=1-60 3)
Provide adequate drainage to prevent water ponding. 4)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 312 lb uplift at joint 1 and 370 lb uplift at joint
10. fry
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIb7473 rev. 1010312015 BEFORE USE. Design
valid for use only with MiTekrai connectors. This design is based only upon parameters shown, and is for an Individual building component, not a
truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing is
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and (fuss systems, see ANSVTPIi Quality Criteria, OSB-89 and SCSI Building Component Safety
Information available from Trues Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic Codes. Thomas
A. Albani PE No.363 o MiTek
USA, Inc. FL Cert 6634 6904
Parke East Blvd- Tampa FL 33610 Date:
May
18,2018 MiTek`
6904
Parke East Blvd. Tampa,
FL 36610
Job Truss Truss Type Qty Ply ParkSq tim/Pensacola-2572A 3Car-Tray
T14086712
PS02572A-3GT A4 HIP 1 1
Job Reference
Mid -Florida Lumber, Bartow, FL.
W
8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27:54 2018 Page 1
ID:fhretoHoJgyU2liAdOk3Aiy3nGL-ad 1 CeyUEwVUiC Woq?twkAOlsPggUEhYOV4Ta96zFIA3
6-9-4 13-0-0 20-1-15 27-2-1 34-4A406-12 47-4-0__q8-8- 6_
94--i--6-2_12 --i-- 7-
t-15-0-3 71-15 6-2-12 6-9-4 11-4-0 Scale =
1:80.5 5x5 =
2x4 II 3x6 = 3x6 = 5x5_
3
27 28 29 4 5 6 30 731 18
17 ow
io 15
JJ
14
is —
12
11 4x8 =__
2x4 II 3x6 = 44
3x8 =
3x6 = 4x6
3x6
2.4 ll 4x6 -_ 44Sz12_-----
f ---- — ._3 L f Q------_ ---I 7-
1 15 . 6-2-12 ..----- 6-9-4 Plate
Offsets _(X Y)--__-- LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL
20.0 Plate Grip DOL 1,25 TC 0.92 Vert(LL) 0,28 14-15 999 240 TCDL
10.0 Lumber DOL 1,25 BC 0.73 Vert(CT) 0,59 14-15 968 180 BCLL &
0 Rep Stress Incr NO WB 0,56 Horz(CT) 0.20 9 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS LUMBER -
TOP
CHORD 2x4 SP No.2 `Except` 3-
5,5.7: 2x4 SP NoAD BOT
CHORD 2x4 SP No.1 WEBS
2x4 SP No.3 REACTIONS. (
lb/size) 1=1892/0-7-8, 9=1978/0-7-8 Max
Horz 1=-135(LC 10) Max
Uplift 1=-316(LC 12). 9=-366(LC 12) PLATES
GRIP MT20
244/190 Weight:
256 lb FT = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied. BOT
CHORD Rigid ceiling directly applied or 6-4-12 oc bracing. WEBS
1 Row at midpt 6-15 FORCES. (
lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 1-2=-3746/1185, 2-3=-3178/1071, 3-4=-3390/1203, 4-6=-3390/1203, 6-7=-3389/1206, 7-
8=-3173/1075,8-9=-3729/1183 BOT
CHORD 1-18=-956/3313, 17-18=-956/3313, 15-17=-719/2788, 14-15=-926/3389, 12-14=-739/2745, 11-
1 2=-969/3268, 9-11=-969/3268 WEBS
2-18=0/256, 2-17=-607/269, 3-17=-91/504, 3-15=-292/984, 4-15=-453/238, 6-
14=-524/244, 7-14=-296/987, 7-12=-89/496, 8-12=-592/262, 8-11=0/253 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft, Cat. II;
Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2) 13-0-0 to 38-
6-15, Interior(1) 38-6-15 to 48-8-13 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60 3)
Provide adequate drainage to prevent water ponding. 4)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316 lb uplift at joint 1 and 366 lb uplift at joint
9. d
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111111.7473 rev. 10/03/2015 BEFORE USE. Design
valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a
truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Add4ional temporary and permanent bracing is
always required for stability and to proven(collapse with possible personal injury and property damage. For general guidance regarding the fabrication,
storage, delivery, erechon and bracing of trusses and truss systems, see ANSIITPI7 Quality Criteria, DSO-89 and SCSI Building Component safety
Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandna, VA 22314. This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. Thomas
A. Albani PE No,3938o MiTek
USA, Inc. FL Cart $634 904
Parke East Blvd, Tampa FL 33610 Date:
May
18,2018 MR
MiTek
6904
Parke East Blvd. Tampa,
FL 36610
Job Truss I Type City-
IITIIPIy IIIIT ParkSq Hm/Pensacola 2572A 3Car-Tray
L--- -1Job Referenc.e._(oAGonal)--- ------ -- -----
r14086713
PS02572A-3G1 B1 GABLE 1 1
Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27:55 2018 Page i
ID:YS49jAKJNvSwXMOyssp?LYy3nGH-2pbaslVshocZggNOZbJziDrE?4BQzG1AjjD7iYzF1A2
1-0-0 10 4-0 20-8-0 21-8-0 ,
100
Scale = 1:37.7
4x4 =-
I
30 = 22 21 20 19 18 17 16 15 14 3x4
5x5 =
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0,10 Vert(LL) -0.00 13 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,04 Vert(CT) -0.00 13 n/r 120
BCLL 0.0 Rep Stress Incr NO WB OD5 Horz(CT) 0,00 12 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 105 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 20-8-0.
lb) - Max Horz 2=-109(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15,14
Max Grav All reactions 250 lb or less at joint(s) 2, 12, 18, 19, 20, 21, 22. 17, 16, 15, 14
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind; ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=15ft; 8=45ft, L=24ft; eave=2ft; Cat.
11, Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Comer(3)-1-0-13 to 1-11-3, Exterior(2) 1-11-3 to 10-4-0, Corner(3) 10-4-0
to 13-4-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1,
4) All plates are 1_5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. This Item has been9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) 2, 12, 19, 20, 21,
22. 17, 16, 15, 14, electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic codes.
Thomas A. Albani PE No.393 0
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
May 18,2018
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7472 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek(& connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSIITPIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 1ampa, FL 36610
11
Job 1Truss Truss Type Qry Ply ParkSgHawan1sacola-2572A 3CarTlay
T14086714
PSQ2572A-3Gr B2 FINK 2 i
Kok .Rgfergnca_(tlonall
Mid -Florida Lumber, Bartow, FL. 8A30 s Mar 11 2018 MiTek Industries, Inc. Fn May 18 10:27 57 2018 Page 1
I D:YS49jAKJNvSwXMOyssp?LYy3nGH-_CjLH,_ W6DQsH3 -XPgOL RoewTpudtR6y rB l iErnRzF IAO
1f...-5-5-4 --------------(.._..-..._..._10-4-0_ --------.. 15-2 12 ( _20.-8 0
10-0 5_5_4 4-10-12 4-10-12 55-4
Scale = 1.36.1
44 ==
Al
5x8 _ — 4x4 =- 4x4 —
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1,25 TC 0.53
TCDL 10.0 LumberDOL 1,25 BC 1.00
BCLL 0.0 Rep Stress Incr YES WB 0,26
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 6=825/0-7-8, 2=892/0-7-8
Max Horz 2=107(LC11)
Max Uplift 6=-137(LC 12), 2=-176(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2.3=-1399/460, 3-4=-1050/352, 4-5=-1051/363, 5-6=-1404/475
BOT CHORD 2-7=-355/1226, 6-7=-353/1233
WEBS 3-7=-415/227, 4-7=-157/632, 5-7=-423/231
DEFL. in (loc) I/deft L/d PLATES GRIP
Vert(LL) -0,18 7-10 >999 240 MT20 2441190
Vert(CT) -0A0 7-10 >625 180
Horz(CT) 004 6 n/a n/a
Weight: 91 Ib FT = 20
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins
BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; 6=45ft, L=2411 eave=6it; Cat
II; Exp B, Encl-, GCpl=O.18, MWFRS (directional) and C-C Exterlor(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 10-4-0, Exterior(2) 10-
4-0 to 13-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except of=lb) 6=
137, 2=176. This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic co, Thomas
A. Albani PE No,36380 MiTek
USA, Inc. FL Cert 6634 904
Parke East Blvd, Tampa FL 33610 Date:
May
18,2018 WARNING,
Verlfy doslgn paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103/2015 BEFORE USE. Design
valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a
truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A is
always required for stabildy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTei• 4C` fabrication,
storage, delivery, erecilon and bracing of trusses and truss systems, see ANSIITPI11 Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety
Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL. 36610
Job Truss Truss Type Chi, Ply ParkSq him/Pensacola 2572A 3CarTray
T14086715
PS02572A-3Gf B3 FINK 4 1
Mid -Florida Lumber, Barlow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27:58 2018 Page 1
I D:YS49jAKJNv$wXMOyssp?t-Yy3nGH-SOHjUKXk_ j_8h86bEksgKsSeJlzdAZCCPhRnitz,F IA?
I
5 1 4 I - 10-0 0 - I -------- 14-10,12 _ _ f - .. _- _ 20-4-0_ --- - - -I
5-1-4 4-10-12------- 4-10-12 5-5-4
Scale = 1 35.6
4x4 =_
I
04 ___ 5x8 - 4x4
9-4-p --T4,4 4— - - ---- ----- -- - -- i - --_-_-- - - 0-4- b ... _.._ 10 0 0 . _ - 1 Q-4:0
Plate Offsets j6 0-4-003-0A__
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Ildefl L/d PLATES GRIP
TCLL. 20.0 Plate Grip DOL 125 TC 0,54 Vert(ILL) -0,19 6-12 >999 240 MT20 244/190
TCDL 10-0 Lumber DOL 125 BC 0.97 Verl(CT) -0-41 6-12 >599 180
BCLL 00 Rep Stress Incr YES WB 0.26 Horz(CT) 0.04 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 88 lb FT = 20
LUMBER- BRACING -
TOP CHORD 2x4 SP No TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins.
BOT CHORD 2x4 SP No BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1 =81310-7-8, 5=813/Mechanical
Max Horz 1=-97(LC 10)
Max Uplift 1=-136(LC 12), 5=-136(LC 12)
FORCES. (lb), Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1348/457, 2-3=-1017/354, 3-4=-1021/355, 4-5=-1375/467
BOTCHORD 1-6=-335/1154,5-6=-35211208
WEBS 2-6=-371/213, 3-6=-147/603, 4-6=-424/231
NOTES-
1) Unbalanced roof live loads have been considered for this design
2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL-3.0psf, h=15ft; B=451'; L=24ft; eave=6ft, Cat
11, Exp B; Encl., GCpi=0.18. MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 10-4-0, Exterior(2) 10-4-0 to
13-4-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads,
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b)
1=136, 5=136-
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Thomas A. Aibanl PE No.393 0
MiTek USA, Inc. FL G9rt 4634
6904 Parks East Blvd, Tampa FL 33610
Date:
May 18,2018
WARNING, Verf/y dasfgn peramaters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 011I1-7473rov. 10/03/2018 BEFORE USE. resign
valid for use only with WekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a
truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Adddional temporary and permanent bracing MiTek' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd_ Safety
Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610
Job Truss TrussTypeHMPen OtyPlyParkSgsacola-2572A 3Car-itay PSO2572A
3GT - — C1 —4 (
MONO
HIP 1 1 T14086716
fob
Reference -(optional)_ Mid -
Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries. Inc. Fri May 18 10:27:58 2018 Page 1 I
D:YS49jAKJNvSwXMOyssp?LYy3tiGH-SOHjUKXk_j_8h86bEksgKsSegl_PACOcPtiRnl tzFIA? 1-
0-0 5-0-0 6-7-B 1
1-0_0- -f - — ——5_00------ --- ----F—--1-7-e----- 1 Scale =
1 19.5 4x4 =
1.5x4 II 3
4 V^
l 1
5x4 I LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1,25 TC 0.57 Vert(LL) -0,15 6-9 >505 240 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.33 6-9 >234 180 BCLL
0.0 Rep Stress Incr NO WB 0,08 Horz(CT) 0.01 2 n/a We BCDL
10.0 Code FBC2017/TP12014 Matrix -MP Weight: 29 lb FT = 20 LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT
CHORD 2x4 SP No.1D except end verticals. WEBS
2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. REACTIONS. (
lb/size) 2=413/0-7-8, 5=474/0-7-8 Max
Horz 2=93(LC 8) Max
Uplift 2=-81(LC 8), 5=-131(LC 8) Max
Grav 2=413(LC 1), 5=508(LC 13) FORCES.
fib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS
3-6=-443/165 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft; L=24ft; eave=6ft; Cat. II;
Exp B; Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water ponding. 4)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except 0=1b) 5=
131, 7)
Girder carries hip end with 0-0-0 right side setback, 5-0-0 left side setback, and 5-0-0 end setback. 8)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 229 lb down and 86 lb up at This Item has been 5-0-0 on top chord. The design/selection of such connection device($) is the responsibility of others. 9)
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). electronically Signed and sealed
by Albani, Thomas, PE LOADCASE(
S) Standard using a Digital Signature. 1) Dead + Roof Live (balanced): Lumber Increase=1,25, Plate Increase= 1 .25 Printed
copies of this Uniform
Loads Vert:
5-7=-=-32(F=-12), 1-3=-80, 3-4=-96(F=-36) document are not considered Concentrated
Loads (lb) signed and sealed and the Vert:
3=-175(F) signature must be verified on
any electronic copies. Thomas
A. Albani PE NG.39380 MiTek
USA, Inc. FL Cart 6634 6904
Parke East Blvd, Tampa FL 33610 Date:
May
18,2018 Q
WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. f010312015 BEFORE USE. Design
valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, a
truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall F,
buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 17@ lC. isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety
Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314, Tampa, FL 36610
Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A 3Car-Tray
PS02572A3GT C2 MONO HIP _.._._1-_--_I—„--1j'obReference(optional_- - --
T14086717
Mid -Florida Lumber, Bartow, FL 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27:59 2018 Page i
ID:YS49jAKJNvSwXMOyssp?LYy3nGH-xbr5igYM116_JHgooRNvt3?oVhN7v4?IeLBLrJzF IA_
I - - - -- -5 10-8-- --- ----------- I 6 7-8 {
5-10-8 0-9-0
Scale = 1:20.7
4x4 == 1.5x4 II
4x4 =
4x6 =
6=0-4 -- 0-7-4 - --- -
Plate Offsets (X Y1-- f 1:0-2-0 EdgeJ
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0.58 Vert(LL) -0,08 4-6 >951 240 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0.76 Vert(CT) -0.17 4-6 >450 180
BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 34 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=564/0-7-8, 4=564/0-7-8
Max Horz 1=84(LC 8)
Max Uplift 1=-94(LC 8), 4=-132(LC 8)
Max Grav 1=568(LC 13), 4=574(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat.
II; Exp B. Encl_ GCpi=0.18; MWFRS (directional), Lumber DOL=1160 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water ponding. 4)
This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=
132. 7)
Girder carries tie-in span(s): 7-4.0 from 0-0-0 to 6-7-8 8)
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard This item has been 1)
Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1_25 electronically signed and Uniform
Loads (pit) sealed by Albani, Thomas, PE Vert:
1-4=- 1 14(F=-94), 1-2=-60, 2-3=-60 using a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. Thomas
A. Alberti PE No,393 0 MiTek
USA, Inc. FL Cart 6634 6904
Parke East Blvd, Tampa FL 33610 Date:
May
18,2018 AWARNING -
Vertry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. ' Design
valid rot use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a
truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety
Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Tn1ss Cnlss Type oty Ply Pa kSq HrNPansacola-2572A 3Car-Tray
PS02572A-3GT (CJ1 JACK 20 1
T14086718
Job Reen_14PUQnaI) _
Mid -Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:27 59 2018 Page 1
I D:OfeXwWLx8Dan8 Wb84ZKEtmy3nGG-xbr5igYM116_JHgooRNvt3?wKtiYrv4ZIeLBLrJzFIA_
i -0-0 1-U-0 _ _ _ _ _ F- ------._ .__...----..__1-0 Q ------- ---------.i...___..V___-...
1-0-0
I
Scale = 1.7.0
2x4
I.— -------------- —.-___ 1._—____._.-.__.-.._--._.........._.
100
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0.08 Vert(LL) 0,00 7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 125 BC 0,01 Vert(CT) 0,00 5 >999 180
BCLL 0,0 Rep Stress Iner YES WB 0,00 Horz(CT) 0,00 2 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 5 Ib FT = 201%
LUMBER- BRACING -
TOP CHORD 2x4 SP No TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=8/Mechanical, 2=138/0-7-8, 4=-3/Mechanical
Max Horz 2=43(LC 12)
Max Uplift 3=-3(LC 9), 2=-80(LC 12). 4=-3(LC 1)
Max Grav 3=9(LC 17), 2=138(LC 1), 4=14(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3,Opsf; h=25ft; B=45ft, L=24ft, eave=6ft, Cat.
II; Exp B, Encl., G6pi=0.18, MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) The Fabrication Tolerance at joint 2 = 0%
3) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads.
4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chard and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not Considered
signed and sealed and the
signature must be verified
On any electronic co ies.
Thomas A. Albam PE Na,383i0
MiTsk USA, Inc. FL Gen 6634
6904 Parka East Blvd, Tampa FL 33610
Date:
May 18,2018
Q WARNING - Verffy design pa—tifir s and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2016 BEFORE USE. `
Design valid for use only with MITeklb connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iT®1. is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the r1 1
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt Quality Criteria, DS8489 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. fee Street. Suite 312, Alexandria, VA 22314. Tampa, Fl.. 36610
Job buss Truss Type Qty Ply ParkSq HmlPensaoola 2572A 3Car-Tray
T14086719
PS02572A-3Gf CJ3 JACK 20 i
Job Ref_ergnc_LPtionl) .__ _
Mid -Florida Lumber, Bartow, FL 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10,28 00 2018 Page 1
I D.OfeXwWLx8Dan8Wb8QZKE tiny3nGG-PtIOTvOY_VLErwRF_M9v8PNY5u5t6eXpvt?wuMmZF19z
1-0-0
1-0-0 3-0-0
Scale. 1 "=1'
2x4 =_
3-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Ildefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 009 Vert(LL) -0 00 4-7 >999 240 MT20 2441190
TCDL 10,0 Lumber DOL 125 BC 007 Verl(CT) -0.01 4-7 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB O.OQ Horz(CT) -0,00 3 nla nta
BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 11 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing
REACTIONS. (lb/size) 3=70/Mechanical, 2=19310-7-8, 4=35fMechanical
Max Horz 2=76(LC 12)
Max Uplift 3=-33(LC 12), 2=-70(LC 12)
Max Grav 3=70(LC 1), 2=193(LC 1), 4=52(LC 3)
FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (Ib) or less except when shown
NOTES-
1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3 Opsf, h=25ft, B=4511, L=24ft. eave=6fL Cat.
II; Exp B; Encl., GCpi=O.18, MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 2-11-4 zone;GC for
members and forces & MWFRS for reactions shown; Lumber D0L=1.60 plate grip D0L=1 60
2) The Fabrication Tolerance at joint 2 = 0%
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic Copies.
Thomas A. Albani PE No,393 0
MiTek USA, Inc. FL Cott 6634
6904 Parke East Blvd- Tampa FL 33610
Date:
May 18,2018
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITFK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MjTeklb connectors. This design is based only upon parameters shown, and is for an individual building component. not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
rfbuddingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Cast Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610
ru-- - - Jab Tss-Truss Iype Qty Pty ParkSq Hm/Pensacola 2572A 3Cat-Tray
114086720
PSQ2572A 3GT CJ5 JACK 18 1
Ain Referen-e_(ophgnaI ..
Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mirek Industries, Inc. Fit May 18 10:28,01 2018 Page 1
ID:UrGv8rLZvWiemg9K_HrTQzy3nGF-tzys6MZdGeMiYbgAvsQNyU4D1 VA1'N_226fg5uCzFl9y
1-0-0 5-0-0
Scale = 1:17.0
Al
2x4 --
LOADING psf) SPACING- 2-0-0 CSI. DEFL, in loc) I/deft L/d
TCLL 200 Plate Grip DOL 1,25 TC 0.32 Verl(LL) 0.04 4-7 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0,06 4-7 999 180
BCLL 00 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 100 Code FBC2017/TPI2014 Matrix MP
LUMBER -
TOP CHORD 2x4 SP No
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3-127/Mechanical, 2=268/0-7-8, 4=64/Mechanical
Max Horz 2=109(LC 12)
Max Uplift 3=-64(LC 12), 2=-77(LC 12)
Max Gray 3=127(LC 1), 2=268(LC 1), 4=91(LC 3)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
PLATES GRIP
MT20 2441190
Weight: 18 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=251`[; B=45ft, L=24ft, eave=6ft, Cat.
Il; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1.11-3, Interior(1) 1-11-3 to 4-11-4 zone,C-C for
members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60
2) The Fabrication Tolerance at joint 2 = 0%
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) " This truss has been designed for a Ave load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic coppies.
Thomas A. Albani PE No.39390
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
May 18,2018
Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev, 10/03/2015 BEFORE USE.
Design valid for use only with MiTekb connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
R
a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building tlesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding (he
fabrication, storage, delivery, erection and bracing dt trusses and buss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Infomiatlon available from Truss Plate Institute, 21e N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610
III _
I F SQ2572A 3GT I 1r'
tss _..
GABLEYpe ty PIY_ i 1 04Re eHen` aP(4pl (optional)
572A 3(,ar-TraY ..
f 14086721..
Mici londa lumber, Barlow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:01 2018 Page 1
ID: YS49jAKJNvSwXMOyssp?LYy3nGF1-tzys6MZdGeMiYbgAvsQNyU4EsV D9N_326fgSuCzF 19y
I ........ 7-4-0 __--
I $,40........_I
1-0-0 3-8-0 3-8-0 1-0-0
4x4 =
Scale - 1:24.8
12 11 10 9 8
1.5x4 11 1.50 11 1-50 11 1.5x4 11 1_50 11
f. ---- ----
LOADING (psf) SPACING- 2-0-0 CSL DEFL- in (loc) I/defl L/d PLATES GRIP
TCLL 200 Plate Grip DOL 1 25 TC 020 Vert(LL) -0.00 7 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 125 BC 0,09 Vert(CT) -0.01 7 n/r 120
BCLL 00 Rep Stress Incr NO WB 0,06 Horz(CT) -0,00 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 43 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No 3
REACTIONS. All bearings 7-4-0.
lb) - Max Horz 12=112(LC 11)
Max Uplift All uplift 100 to or less at joint(s) 11, 9 except 12=-108(LC 12), 8=-108(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 12, 8. 10. 11, 9
FORCES. (lb) - Max- Comp /Max. Ten. - At forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-130/317. 6-8=-130/315
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft, B=45ft; L=24ft; eave=2ft; Cat.
II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Corner(3)-1-0.13 to 1-8-0, Exterior(2) 1-8-0 to 3-8-0, Corner(3) 3-8-0 to
6-8-0 zone, end vertical left and right exposed.C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate
grip DOL=1-60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1.
4) Gable requires continuous bottom chord bearing.
5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e, diagonal web).
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads This item has been8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide
will fit between the bottom chord and any other members- electronically signed and
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 9 except Sealed by Albani, Thomas, PE
Ot=lb) 12=106, 8=108 using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Thomas A. Albani PE ND.363 0
MiTek USA, Inc. FL Csrt 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
May 18,2018
A, WARNING - Verify design pararnafers end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTekQe connectors. This design is based only upon parameters shown, and is [of an individual building component, not
at ss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe ks
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parka East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Fl_ 36610
lob Truss Truss Type Ply ParkSq HrtVPensacula 2572A 3Car-Tray
PSQ2572A 3GT D2 KINGPOST 3 1
T74088722
Qty
n_f2eference_(optional) .
Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 1028:02 2018 Page 1
10 YS491AKJNvSwXMOyssp?LYy3nGH-L9WEKhaF 1 yULAIPMTZxcVIdGTvTb6QpCKJP?QezFl9x
1-0-0 3-8.0
0- a +---------- 3 .g0` -- — i _ 3 8.0 1-0-0 I
4x4 ... Scale = 1 31.5
ann t3
8_0 - - 3 9 Q - ?
LOADING (psf) SPACING. 2-0-0 CST. DEFL. in loc) Udell Ltd
TCLL 20.0 Plate Grip DOL 1_25 TC 0.79 Vert(LL) 0.03 7 999 240
TCDL 10.0 Lumber DOL 1,25 BC 0,46 Vert(CT) 0.06 7 999 180
BCLL 0.0 Rep Stress Incr NO W0,03 BHorz(CT) 0,12 6 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MR LUMBER.
BRACING - TOP
CHORD 2x4 SP No 2 TOP CHORD BOT
CHORD 2x4 SP No 2 WEBS
2x4 SP No 3 BOT CHORD REACTIONS. (
lb/size) 6=35410-3-8, 9=354/Mechanical Max
Horz 9=-141(LC 10) Max
Uplift 6=-92(LC 12), 9=-85(LC 12) FORCES. (
lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD 8-9=-354/280, 2-8=-274/240, 4-6=-276/279 PLATES
GRIP MT20
244/190 Weight:
38 lb FT = 20% Structural
wood sheathing directly applied or 6-0-0 oc puffins, except
end verticals. Rigid
ceiling directly applied or 10-0-0 oc bracing. NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind, ASCE 7-10; Vult=140mph (3-second gust) Vasd=I08mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 3-8-0, Extenor(2) 3-8-0 to
6-8-0 zone, cantilever right exposed , end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60 3)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 5)
Refer to girder(s) for truss to truss connections. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9. This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic co ties. Thomas
A, Albani PE No.39380 MiTak
USA, Inc. FL C9rt 6634 8904
Parke East Blvd- Tampa FL 33610 Date:
May
18,2018 a
WARNING - Verify daslgn parameters and READ NOTES ON THIS AND INCLUDED II REFERENCE PAGE 41II-7473 rev. 10/03/2015 BEFORE USE. Design
valid for use only with Wake connectors. I his design is based only upon parameters shown, and is loran individual building component, not a
Truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design info the overall building
design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1L t.' Is
always required for M'TK stabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety
information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 36610
Jnb buss truss Type Qty Ply Park (I I Im/Pensacola 2572A 3Car-tray
T14086723
PSQ2572A 3UT D3 KINGPOST 1 1
Job_ Reference_(opUonal) ....
Mid -Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fd May 18 10:28:03 2018 Page 1
ID: YS49iAKJNvSwXMOyssp?LYy3iiGF1-pM4cX 1 DtoGcQnv_Z 1 HSrt vAYsJoInBLZz9Yz4zFt9w
3-8-0 7-4-0 8 4 0
100 - 380 { 380 --- 1-00--
4x4 7 Scale = 1 25.1
2 50 11
Q- -- LQ O- ..--..-------- 4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1,25 TC 0.36 Vert(LL) 0.03 6-7 999 240
TCDL 100 Lumber DOL 1 25 BC 0,49 Vert(CT) 0.05 6-7 999 180
BCLL 0-0 Rep Stress Incr NO WB 0,02 Horz(CT) 0,00 6 We n/a
BCDL 10.0 Code FBC20171TP12014 Matrix MR
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No2
WEBS 2x4 SP No 3 BOT CHORD
REACTIONS. (lb/size) 6=317/0-3-8, 8=391/0-3-8
Max Horz 8=112(LC 11)
Max Uplift 6=-105(LC 12), 8=-1471LC 12)
FORCES. (lb) -Max . Comp /Max. Ten. -All forces 250 (lb) or less except when shown
PLATES GRIP
MT20 244/190
Weight: 36 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft, L=24ft; eave=4ft, Cat.
II; Exp B. Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(i) 1-11-3 to 3-8-0, Exterior(2) 3-8-0
to 6-8.0 zone: cantilever left and right exposed , end vertical left and right exposed,C-C for members and forces & MWFRS for
reactions shown: Lumber DOL=1 60 plate grip DOL=1 60
3) The Fabrication Tolerance at joint 3 = 0%, joint 9 = 0%, joint 2 = 0%, joint 6 = 0"/ , joint 4 = 0%, joint 7 = 0%
4) This truss has been designed for a 10.0 psf bottom chord live load nonconCUrrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Ot=lb)
6=105,8=147.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature,
Printedcopies Of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic co lies.
Thomas A. Albani PE 14093 0
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
May 18,2018
WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev, 10/03/2015 BEFORE USE.
Design valid for use only with Mil ekQR connectors. This design is based only upon parameters shown, and is for an individual building component. not ...
a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing A if''S IrRisalwaysrepairedrYtforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage- For general guidance regarding the
t
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, USS-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Instltrde, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss (fuss Type Qty IPly 1 ParkSq IImfPensacola 2 57 2A 3 C a I Tray
lb_R..gference.(Son _- _- __
T14086724
PSQ2572A 3GT E1 HIP 7 7
Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10,28,04 2018 Page 1
ID: UrCv8rLZvWtemg9K_HrTQzy3nGF-HYe_1NcVZZkliP3Zlb_z4a7ie7i 2haC MVodu6VXzFl9v
1-0_0 3-9-4_ 7 0 0 13-4 2 19-8-4 22 11 0 26 8 4 ' 7 8 4
1--i
0-0 394-- f—-3212-_____ 1 -fi42 ----- - 1-.. _.._ 6_q2 I 3212__ f
394 _.. 1-0Qi
Scale = 1 47.2
06 --
6.6 _-
3x4 =_
2x4 II
19 5 20
6x8
6x8
3x4 "_ 4X6 --
Z 4 4 _ _ 1 .2_._..... ___ .._-.- -- 12d 4__
6-4.2---. _ _ .... ---- _6-4-Z..... ....... _. __.._ 7 0 0 __...
Plate _Offs eis--
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0,65 Vert(LL) -0,21 11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,87 Ven(CT) -0 42 11-12 -757 180
BCLL 0.0 Rep Stress Incr NO WB 0,54 Horz(CT) 0.14 8 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight 141 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 'Except" TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins.
4-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing.
BOT CHORD 2x4 SP No 1
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=2279/0-3-8, 8=2279/0-3-8
Max Horz 2=-77(LC 6)
Max Uplift 2=-487(LC 8), 8=-487(LC 8)
Max Grav 2=2324(LC 13), 8=2324(LC 14)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4494/979, 3-4=-4317/964, 4-5=-5007/1167, 5-6=-5007/1167, 6-7=-4317/964,
7-8=-4495/979
BOT CHORD 2-12=-80914047, 11-12=-763/3899, 10.11=-763/3843, 8- 1 0=-809/3989 WEBS 4-12=0/
492, 4-11=-326/1418, 5-11=-1053/394, 6-11=-326/1418, 6-10=0/492 NOTES- 1) Unbalanced roof
live
loads have been considered for this design 2) Wind ASCE 7-
10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft, 6=45ft, L=24ft, eave=oft; Cat I1; Exp B; Encl.,
GCpf=0.18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage
to prevent water ponding. 4) This truss has
been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has
been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members. This item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=487, 8=487
electronically signed and 7) Girder carries hip
end with 7-0-0 end setback, sealed by Albani, Thomas, PE 8) Hanger(s) or
other connection device(s) shall be provided sufficient to support concentrated load(s) 488 lb down and 169 lb up at using a Digital Signature. 19-8-4, and
488 lb down and 169 Ito up at 7-0-0 on top chord. The design/selection of such connection device(s) is the Printed copies of this responsibility of others. 9) In the LOAD
CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). document are not considered signed and sealed and
the LOAD CASE(S) Standard
signature must be verified 1) Dead * Roof Live (
balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic cOpl@S.
Uniform Loads (plf) ThomasA. Alberti PE No.363 6 Vert: 1-4=-60,
4-6=-131(F=-71), 6-9=-60, 13-16=-44(F=-24) MiTek USA, Inc. FL Cart 6634 Concentrated Loads (lb) Vert
4=-385(F)
6=-385(F) 6804 Parke East Blvd,TampaFL 33610 Date: May 18,2018
AWARNING -
verify design parameters
and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II.7473 rev. 10/0312015 BEFORE USE. Design valid for use
only with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before
use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated
is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing Welk' is always required forstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage- For general guidance regarding the fabrication, storage, delivery, erection
and bracing of trusses and truss systems. see ANSIITPit Quality Criteria, 030-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from
Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. Ft, 36610
Job truss Ifuss type Uty Ply ParkSgHm/Pensacola-2572A-3Car-tray 2
1 PS02572A-3Gr E2 IIIP Job
ReferenceSopbortatL._. T14086725
Mid -
Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc- Fri May 18 10 28:05 2018 Page 1 I
D: Ui Cv6rLZvWlemg9K_HrTUzy3nGF-IkC Myjc7Kts81 C8x8iUJ6KF ug6SfJlieOHef 1 zzF19u 1
U 0 4-9-4 9-0-0 13-4 2 17-8-4 21 11-0 26-8 4 7 8 4 1010
I ..__.. 4 9 4 _....._. ._..I-_ 4-
2-12 4-4-2— _----I'-- 4-
4-2 ...._.... -4 2 12 4 9 4 ...-.._. 1-0-0 { Scale =
1 472 J1l
5x5 —
1.5x4 11 - 5x5 4
20 5 21 6 AxA :=
3x4
5x8 :
x
04 "-""
I ---..-
C,I19 { - 13-42 -- -1 1,9-0-1@. -__.. { . — Z664-.... _-I 6
11 ¢ _.. LOADING (
psf) SPACING- 2-0-0 CSL TCLL
20.0 Plate Grip DOL 125 TC 0,27 TCDL
10.0 Lumber DOL 1 25 BC 0.63 BCLL
00 Rep Stress Incr NO WB 0.15 BCOL
10-0 Code FBC2017/TP12014 Matrix -MS LUMBER -
TOP
CHORD 2x4 SP No BUT
CHORD 2x4 SP No.2 WEBS
2x4 SP No 3 REACTIONS. (
lb/size) 2=1131/0-3-8, 8=113110-3-8 Max Horz 2=97(
LC 11) Max Uplift 2=-299(
LC 12), 8=-299(LC 12) DEFL. in (loc) Well
Ltd Vert(-L) -0.08
11 >999 240 Ved(CT) -0,18
11-12 >999 180 Horz(CT) 0.06
8 file n/a PLATES GRIP MT20 244/
190 Weight:
134 lb FT =
20% BRACING - TOP CHORD Structural
wood
sheathing directly applied or 3-11-14 oc puffins. BOT CHORD Rigid ceiling
directly applied or 7-11-0 oc bracing FORCES. (lb) - Max. Comp./
Max. Teo. - All forces 250 (lb) or less except when shown - TOP CHORD 2-3=-
1982/698, 3-4=-1800/655, 4-5=-1592/625, 5-6=-1592/625, 6-7=-1800/655, 7-8=-1982/698
BOTCHORD 2-12=-551/
1743, 11-12=-368/1397, 10-11 =-377/1397. 8-10=-560/1743 WEBS 3-12=-279/
197, 4-12=-113/394, 4-11=-104/374, 5-11=-292/157, 6-11=-104/374, 6-10=-113/394,
7-10=-279/197 NOTES- 1) Unbalanced roof
live
loads have been considered for this design. 2) Wind: ASCE 7.
10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; 13=45ft; L=24ft, eave=oft; Cat. II; Exp B; Encl.,
GCpi=0.18, MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3. Interior(i) 1-11-3 to 9-0-0, Exterior(2) 9-0-0 to 22.0-5,
Interior(1) 22-0-5 to 27-9-1 zone:C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage
to prevent water ponding- 4) This truss has
been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has
been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members. 6) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except of=lb) 2=299,8=299.
WARNING - Verify design panudiders
and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use
only with MiTekt connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before
use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated
is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing Is always required for
stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tabrlcation, storagedelivery, erection and
bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DS8-89 and SCSI Building Component Safety information available from Truss
Plate Institule, 218 N. L.ee Street, Suite 312, Alexandria, VA 22314_ I This item has been
electronically
signed and sealed by
Albani, Thomas, PE
using a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the
signature must be verified on
any electronic codes. Thomas
A. Albam PE No.
393 0 MiTek USA, Inc. FL Carl $
634 8904 Parke East Blvd,TampaFL
33610 Date: May 18,2018 MiTek'
6904
Parke East Blvd.
Tampa,
FI- 36610
Job -Truss Tniss Type oly Ply ParkSq Hm/Perlsaoola 2572A - 3Car Tray
PS02572A 3GT F3 HIP 2 1
T14086726
Jo-b Reference (aphonal) __
YMid -Florida Lumber. Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:06 2018 Page i
I D:y 1 mILBMBgggVOgkXY_MiyBy3nGE-DxmkA3dl5B_?eMj8iP?YIYo 1 i WOl'29Nr1F%NDaPzFl9t
1 0 0 5-9-4 11-0 0 15-8-4 20 11-0 26-84 7 8 4
F1-0-t? I 5 9_4. --- I
5-2-12
I 4 8 4 { - 5 2-12 _
I 5..9-4 1-00
Scale = 1 47.2
I
07 __
4x4 =
4 22 235
13 IL I V
3x4 ---
i x4 11 3x4
3x4
3x8 == 1 x4 11 3x4
24
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0,39 Vert(LL) 0,08 12 999 240
TCOL 10.0 Lumber DOL 1,25 BC 0,59 Ven(CT) 0.16 12-13 999 180
BCLL 0.0 Rep Stress Incr NO WB 0,38 Horz(CT) 0.07 7 n/a n/a
BCDL 10.0 Code FBC2017(TP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No 2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No 3
REACTIONS. (lb/size) 2=1131/0-3-8, 7=1131/0-3.8
Max Horz 2=-116(LC 10)
Max Uplift 2=-299(LC 12), 7=-299(LC 12)
PLATES GRIP
MT20 244/190
Weight- 138 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins
BOT CHORD Rigid ceiling directly applied or 8-2-14 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1975/651, 3-4=-1474/548, 4-5=-1257/542, 5-6=-1475/548, 6-7=-1975/651
BOT CHORD 2-13=-499/1713, 12-13=-499/1713, 10-12=-293/1256, 9-10=-509/1712, 7-9=-509/1712
WEBS 3-12=-532/238, 4-12=-85/379, 5-10=-93/380, 6-10=-531/238
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf, h=25ft; B=45ft; L=24ft; eave=6ft; Cat.
11; Exp B; Encl_, GCpi=O-18, MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 11-0-0, Exterior(2)
11-0-0 to 19-11-3, Interior(1) 19-11-3 to 27-9-1 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) The Fabrication Tolerance at joint 4 = 0%, joint 5 = 0 %, joint 2 = 0%, joint 11 = 0%, joint 3 = 0%, joint 13 = 0%, joint 12 = 0%, joint 10
01Y., joint 6 = 0%, joint 9 = 0%, joint 7 = 0%
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=299, 7=299.
Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design_ Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIITPI1 Quality Criteria, DSB-e9 and SCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
I
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic codes.
Thomas A. Albani PE No.393 0
MiTek USA, Inc. FL Cart 9934
6904 Parke East Blvd, Tampa FL 33910
Date:
May 18,2018
M!Tek'
6904 Parke East Blvd
Tampa, FL. 36610
Job frusta truss type oty Ply Park Sy Hrn/Pensacola 2572A 3Car-Tray
P902572A %,1 _ IE4 FINK __. _ 2 _ [.__
Reference_(optional _-
T14086727
MidFloridaLumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10.28:07 2018 Page 1 I
D.y 1 mILBMBgggVOqkXY_MiyBy3nGE-i7J7 NPeNsU7s(3WI KG7XttCIK8Gw3cnejxUb7m6szFl9s Ir11
0 0 ___-_. 1311 5...--._. I --__13 4-2 19.8-15 _._.._. 26-8-4 .................. .-- 7 8 h 0 0{ __.
6 1 1 5 6 4 13 _....._.... I ____....... __ ---L_
6-4
13-------..... G 11.-5 1 -0-01 Scale = 1
47.3 4x8 3x4
5x6
3xA 3x4 - I
LOADING (
psf)
SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 200
Plate Grip DOL 125 TC 066 Vert(LL) -0,23 8-9 >999 240 MT20 244/190 TCDL 10D
Lumber DOL 1,25 BC 0.92 Vert(CT) -0.35 9-12 >928 180 BCLL 0.
0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.06 6 n/a n/a BCDL 10.
0 Code FBC2017/TP12014 Matrix -MS Weight 122 lb FT = 20% LUMBER- BRACING -
TOP CHORD
2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD
2x4 SP No BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing. WEBS 2x4
SP No 3 REACTIONS. (lb/
size) 2=113114-3-8, 6=1131/0-3-8 Max Holz
2=-136(LC 10) Max Uplift
2=-299(LC 12), 6=-299(LC 12) FORCES. (lb) -
Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
2-3=-1866/560. 3-4=-1671/560, 4-5=-1678/563, 5-6=-1868/560 BOT CHORD
2-9=39511636, 8-9=-188/1079, 6-8=-412/1627 WEBS 3-
9=-404/236, 4-9=-180/679, 4-8=-183/683, 5-8=-402/236 NOTES- 1)
Unbalanced
roof live loads have been considered for this design. 2) Wind
ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=25ft, B=45ft; L=24ft; eave=6ft; Cat. II; Exp
B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Intertor(1) 1-11-3 to 13-4-2, Exterior(2) 13-4-
2 to 16-4-2 zone;C C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) The
Fabrication Tolerance at joint 2 = 0%, joint 4 = 0%, joint 9 = 0%, joint 3 = 0%, joint 8 = 0%, joint 5 = 0%, joint 6 = 0% 4) This
truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This
truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Qpsf. 6) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=299,
6=299. This item
has been electronically signed
and sealed by
Albani, Thomas, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified on any
electronic codes. Thomas A.
Alhani PE No.393 0 MiTek USA,
Inc. FL Cort 6634 6904 Parke
East Blvd. Tampa FL 33610 Date: May
18,
2018 WARNING - Varity
design paramat— and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE M11.7473 rev, 1010312015 BEFORE USE. Design valid
for use only with Wake connectors. This design is based only upon parameters shown, and is for an individual building component. not .. a truss
system. Before use. the building designer must verity the applicability of design parameters and propedy incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iT@k is ahvays
required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage,
delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Ft 36610
Job Truss Truss Type City Ply
1--
P--a--r-k-S-q--H-rmlPansacola-2572A - 3Car-Tray
PS02572A-3GT ItE5 FINK 7 1
T14086728
b Reference (oPtnall - - -- - — -
Mid-Flonda Lumber. Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fn May 18 10:28:07 2018 Page i
I D:y i mILBMBgggVOgkXY_MiyBy3nGE-i7J7 NPeNsU7sGWIKG7XnCIK8Gw3cnefxUb7rn6szFl9s
i-0-0 6 11-5 13A-2 _
1 1(8 q
1-OO6115------.--...-..__.-i_-.------
G-4-13---'_______--
i-_'--___..-. .
6413------- 6-11-5 t110-O.i
Scale = 1:47.0
4x4
3x4 5x6 = 3x4 =_
3x4
I
sz z------....._. _.-._-
r4_T5_ _.-._..... - 8-6-7-----._...--- -----.
Plate Offsets (X Y)----- a<0.3-0.0-3-Qj --.--------_
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC (T66 Vert(LL) -0,23 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0,92 Vert(CT) -0.35 9-12 >927 180
BCLL (To Rep Stress Incr NO WB 0.25 Horz(CT) 006 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 122 lb FT = 20%
LUMBER- BRACING
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins.
BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing.
WEBS 2x4 SP No 3
REACTIONS. (lb/size) 2=1131/0-3-8, 6=1131/0-3-8
Max Horz 2=-138(LC 10)
Max Uplift 2=-299(LC 12), 6=-299(LC 12)
FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1866/561, 3-4=-1671/562, 4-5=-16791565. 5-6=-1868/561
BOT CHORD 2-9=-395/1637, 8-9=-182/1066, 6-8=-412/1627
WEBS 3-9=-417/242, 4-9=-186/693, 4-8=-189/697, 5-8=-416/242
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=42psf; BCDL=3.Opsf; h=25ft; 6=45ft; L=24ft, eave=6111; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Intertor(1) 1-11-3 to 13-4-2, Exterior(2)
13-4-2 to 16-4-2 zone ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60
3) The Fabrication Tolerance at joint 2 = 0%, joint 4 = 0%, joint 9 = 0%, joint 3 = 0%, joint 8 = 0%, joint 5 = 0%, joint 6 = 0%
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=299,6=299.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic coppies.
Thomas A. Albani PE No.39660
MITek USA, Inc. FL Cart 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
May 18,2018
WARNING • Vwffy desfgn paramWers and READ N07ES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIb7473 rev. 10/03/2015 BEFORE USE.
Design valid for use ally with MITekill, connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall
building tlesign. Bracing indicated Is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing r F
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding tile IY, e 1 k
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSO-89 and BCSI Building Component 6904 Parka East Blvd.
Safety Information available from Truss Plate Institute, 218 N- Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
lob 1Truss 1Tms$ Type ..... ........ Qty Ply. ParkSg Wn/Pensacola 2572A 3Car-Tray
PSQ2572A 3GT (E7 IFIIP 1 i
114p8G729
Kok Reference-(op¢onat) __
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mil-ek Industries, Inc. Fri May 18 10:28:08 2018 Page 1
1 D:QFKgZXNpR8yM?_Jj5itxVOy3nGD-AJiVblfOdoFjugsWgg2OkztGXKQY W?J4jF sJelzF I9r
1-0-0 3-9-4 7-00 13-4 2 19 8-4 22 1_i_(?26-874 7 8 4 Ft
0-0 }3 0 4 ----3 2 12------f .............. 6-4 2 _._._..------ .. ti 4-2-._ _. .--------f----- 3-2 12 - --{._...------ 3-9-4 --_ ft_0_0 , Scale
n 1 47.2 64
MT1OHS 20
3x4
5
21 6x8
MT16HS 4x10 -
8x8 - 04 -_= 7x6 =_ 8x8 :_010 '-_ Plate
Offsets X YZ-- [2 0-5-0 01 7j 0 5 8 0 2- f6 0 6-8 0 2 4:0-5 0 0 1_7j[10_0 LOADING (
psf) SPACING- 2-0-0 CSi. TCLL
20.0 Plate Grip DOL i 25 TC 088 TCDL
10.0 Lumber DOL 1,25 BC 0,87 BCLL
0.0 Rep Stress Incr NO WB 0.61 BCDL
100 Code FBC2017/TPI2014 Matrix -MS LUMBER -
TOP
CHORD 2x4 SP No 2 `Except` 4-
6 2x4 SP No t BOT
CHORD 2x6 SP No i WEBS
2x4 SP No 3 `Except` 4-
13,6-10 2x4 SP No.2 DEFL.
in (loc) I/dell Lid Vert(
LL) -019 10-11 >999 240 Verl(
CT) -0.38 10-11 >852 180 Horz(
CT) 0A0 8 n/a n/a PLATES
GRIP MT20
244/190 MT18HS
244/190 Weight:
152 lb FT = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied. BOT
CHORD Rigid ceiling directly applied or 5-3-12 oc bracing_ REACTIONS. (
lb/size) 8=2926/0-3-8, 2=1609/0-3-8 Max
Horn 2=-78(LC 10) Max
Uplift 8=-848(LC 9), 2=-413(LC 12) FORCES. (
Ih) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-3143/1204, 3-4=-3004/1162,4-5=-3502/1391, 5-6=-4099/1653, 6-7=-5920/2441, 7-
8=-6054/2480 BOT
CHORD 2-13=-1010/2786, 12-13=-86312547, 11-12=-141713932, 10-11=-1625/4263, 8-
10=-2159/5385 WEBS
4-13=-87/332, 4-12=-476/1294, 5-12=-870/396, 5-11=-127/362, 6-11=-267/189, 6-
10=-1137/2689 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10, Vuit=140mph (3-second gust) Vasd=108mph. TCDL=4.2psf, BCDL=3.Opsf, h=25f( B=451111 L=24ft, eave=4ft, Cat. II;
Exp B. Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2)-1-0-12 to 1-11-4, Interior(1) 1-11-4 to 7-0-0, Exterior(2) 7-0-0 to
23-11-3, Interior(l) 23-11-3 to 27-9-1 zone:C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip
DOL=1.60 3)
Provide adequate drainage to prevent water ponding, 4)
All plates are MT20 plates unless otherwise indicated. 5)
This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 6) `
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 8=
848,2=413. 8)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2272 lb down and 996 lb up at 21-
1-0 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 9)
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). LOAD
CASE(S) Standard 1)
Dead + Roof Live (balanced): Lumber Increase=T25, Plate Increase=1.25 Uniform
Loads (pit) Vert:
1-4=-60, 4-6=-60, 6-9=-60, 2-8=-20 AWARNING -
Vertfy destgn paten®tars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE I111117473 rev. 10103/7015 aEFORE USE. Design
valid for use only with MiT00 connectors. This design is based only upon parameters shown, and is for an individual building component, not a
truss system- Before use,. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall buildingdesign
Bracing indicated is to prevent buckling of individual truss web andtor chord members only. Additional temporary and permanent bracing is always
required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storagedelivery,
erection and bracing of trusses and truss systems. see ANSI1TP11 Quality Criteria, OSB-89 and BCSI Building Component Safety Information available
from Truss Plate Institute. 218 N. Lee Street, Sinte 312, Alexandria, VA 22314. This item has
been electronically signed and
sealed by Albani,
Thomas, PE using a Digital
Signature. Printed copies of
this document are not
considered signed and sealed
and the signature must be
verified on any electronic
copies. Thomas A. Alberti
PE No.393 0 MiTek USA, Inc.
FL Cart 4634 9904 Parke East
Blvd, Tampa FL 33610 Date: May 18,
2018
wa MiTe+k.
6904
Parke East
Blvd. Tampa, FL 36610
Job 1 ntss Truss Type at Ply ParkSq fim/Pensar:ola 2572A 3C'ar-Tray
PSQ2572A
11
311
GT
E7 HIP 1 1 T14086729
o__
ReferencejgpSonal)___ Mid
Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28,09 2018 Page 2 I
D:QEKgZXNpR8yM1—Jj5itxVOy3nGD-e WRto5teO6NaVgRjNYZF HAQRGjlnllFSZExvctAkzFl9q LOAD
CASE(S) Standard Concentrated
Loads (lb) Vera:
10=-2272(F) Q
WARNING • Varlty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01,111.7473 rev, 1010312015 BEFORE USE. Design
valid for use only with MiTek(& connectors. This design is based only upon parameters shown, and is for an individual building component, not a
truss system. Before use, the building designer must vaulty the applicability of design parameters and properly incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Addaional temporary and permanent bracing MiTek` isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety
Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, Ft. 36610
Job rruss !
3ABLE
russ Type Qty 1PIy Park Sq HmlPensace la-?11
572A
3Car-Tray T74086730
PS02572A
3CT F1 1 1 lgb_
Refefence(opUonaL.._. _ Mid -
Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10,28:10 2018 Page 1 ID:
McRQzDO4zIC4FFIT5D7wPapy3nGB-6i?F?RgG9PVR7_OvxF4UpOyoX71R_2oNAZLQjAzF19p 0-
11, O-ka Scale =
1 43.2 1
22' 3 4 II`
jJ' 44
43 42 41 30 ='
3x6
FP =_ 5
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 L =-
L___-._.:._ _ ___l_6 40
39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x6
FP =_= 1
o-a-2 16-0-0 I ...
t4-8_Q__). I$-1LZ._I(._L7-4'Q 1...._t$§_Q 124-Q-Q 1.
40 1-4-0 1-4-0 1 40 1-4-0 1-4-0 14-0 1-4-00-0-2 1-4-0 14-0 1-3 2 1-4-0 1-4-0 1-4-0 1440 1-4-0 1-4-0 1.40 1-3,4 1-
3-14 0.0.14 LOADING (
psf) SPACING- 2-0-0 CSL DEFL- in (loc) I/deft L/d PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 008 Vert(LL) n/a n/a 999 MT20 244/190 TCDL
100 Lumber DOL 100 BC 0.01 Vert(CT) n/a n/a 999 BCLL
0.0 Rep Stress Incr YES WB 003 Horz(CT) 000 23 We We BCDL
5.0 Code FBC2017/TPI2014 Matrix-R Weight: 115 lb FT = 201%F, 11%E LUMBER-
BRACING - TOP
CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT
CHORD 2x4 SP No.2(flaq except end verticals. WEBS
2x4 SP No.2(flat) `Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 44-
45,46-47: 2x4 SP No.3(flat) OTHERS
2x4 SP No.3(flat) REACTIONS.
All bearings 26-7-4 Ib) -
Max Grav All reactions 250 lb or less at joint(s) 44, 23. 43, 42. 41. 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30.
28, 27, 26, 25, 24 FORCES. (
lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-
1)
All plates are lx3 MT20 unless otherwise indicated 2)
The Fabrication Tolerance at joint 44 = 0%, joint 29 = 0%, joint 1 = 0%, joint 23 = 0%, joint 22 = 0%, joint 8 = 0%, joint 43 = 0%, joint 2 =
0%, joint 42 = 0%, joint 3 = 0%, joint 41 = 0%, joint 4 = 0%, joint 40 = 0%, joint 5 = 00/4, joint 39 = 0%, joint 6 = 0%, joint 38 = 0%, joint
7 = 0%, joint 37 = 0%, joint 9 = 0%, joint 36 = 0%, joint 10 = 0%, joint 35 = 0%, joint 11 = 0%, joint 34 = 0%, joint 12 = 0%, joint 33 =
0%, joint 13 = 0"%, joint 32 = 0%, joint 14 = 0%, joint 31 = 0%, joint 15 = 0%. joint 30 - 0%, joint 16 = 0%, joint 28 = 0%, joint 17 0%,
joint 27 = 01%, joint 18 = 0%, joint 26 = 0%, joint 19 = 0%, joint 25 = 0°%, joint 20 = 0%, joint 24 = 0%, joint 21 = 0%, joint 45 = 0%,
joint 46 = 0%, joint 47 = 0% 3)
Gable requires continuous bottom chord bearing 4)
Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web) 5)
Gable studs spaced at 1-4-0 oc 6)
Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131° X 3") nails. Strongbacks
to be attached to walls at their outer ends or restrained by other means. This Item has been 7) CAUTION, Do not erect truss backwards. electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic cozies. Thomas
A. Albani PE No.393 0 MiTek
USA, Inc. FL Cart 6634 4904
Parke East Blvd, Tampa FL 33610 Date:
May
18,2018 AWARNING -
Verify destgn pare meters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 oil, 10/03/2015 BEFORE USE. " Design
valid for use only with Milrek4b connectors- This design is based only upon parameters shown, and is for an individual building component, not a
truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iT®k' is
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of t asses and truss systems, see ANStITP11 Quality criteria, 0S6-89 and BCSI Building Component 6904 Parke East Blvd. Safety
Information available from Truss Plate Institute, 219 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36ei0
lob 1;TrussTruss Type Qty Ply ParkSg HmlPensacola 2572A 3Cai-Tray
PSQ2572A-3GT F2 FLOOR I T14086731
fob f gferericg_(op OrIja ....
Mid-Flonda Lumber, Bartow, FL, 8A30 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:12 2018 Page 1
I D:McRQzDO4zlC4FHT5D7wPapy3nGB-2570Q6i Wti i 18MHAH3g6yvp2_GxolSplgetgXn3zF 19n
0-1-8
1-3-10_i 1-a-10_I 0 f8
Sc 16 = 1 44.5
1.3 II ix3
34 FP==- 3x6 3x4 4x8 3x4 =- 1x3 II 1x3 "--
2 3 45 6 7 8 9 10 11 12 13 14
31 30 29 28 27 26 25 24 23 22 21 2019 18 17 16 15
4x4 "-- 1x3 I 3x4 == 06 3x4 = 3x6 FP 10 II 1x3
3x4 --
10-6-2------_
Plate Offsets _
LOADING (par) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1_00 TC 0.77 Vert(ILL) -0.14 26-27 -999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1,00 BC 0.82 Vert(CT) -0.19 26-27 >982 240
BCLL 0.0 Rep Stress Incr YES WS 0.61 Horz(CT) 0.03 22 n/a n/a
BCDL 50 Code FBC2017rTP12014 Matrix-S
LUMBER- BRACING
TOP CHORD 2x4 SP No.2(flat) TOP CHORD
BOT CHORD 2x4 SP No2(fiat)
WEBS 2x4 SP No.3(flat) "Except' BOT CHORD
1-31,14-15: 2x4 SP No.2(flat)
REACTIONS. (lb/size) 31=736/0-3-8, 15=386/0-7-8, 22=1763/0-7-8
Max Uplift 15=-15(LC 3)
Max Grav 31=750(LC 10), 15=505(LC 4), 22=1763(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-31=-747/0, 14-15=-498/22, 1-2=-736/0, 2-3=-1720/0, 3-4=-2096/0, 4-6=-2096/0,
6-7=- 189010, 7-8=-971/0, 8-9=0/689, 9-10=0/1156. 10-11=-882/492, 11-12=-882/492,
12-13=-906/233, 13-14=-436/39
BOT CHORD 29-30=0/1374, 28-29=0/2096, 27-28=0/2096, 26-27=0/2126, 25-26=0/1577, 24-25=0/1577,
23-24=-90/390, 22-23=-1646/0, 21-22=-1646/0, 19-21=860/514, 18-19=-492/882,
17-18=-492/882, 16-17=-88/839
WEBS 9-22=-1697/0, 1-30=0/948, 7-26=0/440, 2.30=-887/0, 6-26=-358/0, 2-29=0/481,
6-27=-185/293, 3-29=-534/0, 7-24=-841/0, 8-24=0/840, 8-23=-1204/0, 9-23=011275,
14-16=-53/593, 9-21=0/869, 13-16=-561/68, 10-21=-915/0, 10-19=0/836, 12-17=0/381,
12-18=-266/0, 11-19=-332/0
34
33
Weight: 141 lb FT = 20%F, 11%E
Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 3x3 MT20 unless otherwise indicated.
3) The Fabrication Tolerance at joint 31 = 0%, joint 20 = 0%, joint 1 = 0%, joint 15 = 0%, joint 14 = 0%, joint 5 = 0%, joint 25 = 0%, joint
7 = 0%, joint 22 = 0%, joint 30 = 0%, joint 26 = 0%, joint 2 = 0%, joint 6 = 0%, joint 29 = 0%, joint 27 = 0%, joint 3 = 0%, joint 28 =
0%, joint 4 = 0%, joint 24 = 0%, joint 8 = 0%, joint 23 = 0%, joint 16 = 0%, joint 21 = 0%, joint 9 = 0%, joint 13 = 0%, joint 10 = 0%,
joint 17 = 0%, joint 19 = 0%, joint 12 = 0%, joint 18 = 0%, joint 11 = 0%, joint 32 = 0%, joint 33 = 0%, joint 34 = 0%
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 15.
5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
WARNING - Verity design Paramarers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with NI TakID connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
budding design. Bracing indicated is to prevent buckling of individual truss web aodlor chord members only. Adddional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage- For general guidance regarding the
fabrication, storage, delivery, erection and bracing of busses and Truss systems, see ANSIITP11 Quality Criteria, DSO-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N Lee Slicer, Suite 312, Alexandria, VA 22314.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Thomas A. Albani PE No.363 0
MiTek USA, Inc- FL Cert 6634
8804 Parke East Blvd, Tampa FL 33610
Date:
May 18,2018
Nil,
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job Truss truss Type 61y Ply ParkSif H1T1/PenSacola 2572A 3Car-Tray
PS02572A 3UF F3--...__. FLOOR --------...----- 10 -- 1
ob Referance_t9pUQr1 l) -.-- -- -
T14086732
l
Mid -Florida Lumber, Bartow, FL.
JJ
IT130 s Mar 11 2018 MiTek Industries, Ina Fri May 18 10:28:13 2018 Page 1
I D:eTT3eOKA5oiNL.OIeC Wzeg8y3msS-WHhOeSj8SKt?_RIUcNdBR0a7BL6VBE3psXa4JVzF I9rn
0-1-8
HL_1-3-0 Q
Sc le(
8
1:44,7
4x6
1
3x6 FP --
4x4 3x4 3x3 77
2 3 4 5
4x5 =-
ix3
3x3 -- 3x3 = 3x3 =_ 3x3-- 3x3 =_- 3x4 _ 4x4 =" 1x3 --
6 7 8 9 10 11 12 13
30 ?
29 ll T
28 27 26 25 24 23 22 21 20 19 18 17 16 15 14
3x3 4x6 =T 04 =- 30 --= 3x3 3x3 = 1x3 II 10 11 3x3 -"- 3x3 -= 3x4 4x4 4x6 1.5x4 II
3x12 MT20HS FP -
15x4 SP ---
I
13-4-? 0=5m10 --------.--- _. .-------- 8.._.-------
Rlate Offsets.SX Y)- [1 Edge 0-1=81[13:0-1-8 Edge]
LOADING (psi) SPACING- 1-7-2 CST, DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 40A Plate Grip DOL 1,00 TC 0,88 Vert(LL) -0,75 22 >418 360 MT20 244/190
TCDL 100 Lumber DOL 1,00 BC 0,95 Vert(CT) -1_04 21-22 >304 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 077 Horz(CT) 0.14 14 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight: 137 lb FT = 0%F, O E
LUMBER- BRACING -
TOP CHORD 2x4 SP No. 1 (flat) 'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
1-4 2x4 SP No2(flat) except end verticals.
BOT CHORD 2x4 SP No I(flat) *Except* BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing,
18-28: 2x4 SP DSS(flat) Except:
WEBS 2x4 SP No 3(flat) 2-2-0 oc bracing: 17-19.
REACTIONS. (lb/size) 28=115210-7-8, 14=1152/0-7-8 FORCES. (lb) - Max
Comp /Max Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 1-
28=-114610, 13-14=-1146/0, 1-2=-1207/0, 2-3=-3130/0, 3-5=-4572/0, 5-6=-5575/0, 6-7=-611110, 7-
8=-6261/0, B-9=-6103/0, 9-10=-5554/0, 10-11=-4542/0, 11-12=-3087/0, 12-13=-1 155/0 BOT
CHORD 26-27=012288, 25-
26=0/3950, 24-25=0/5176, 23-24=015951, 22-23=016261, 21-22=016261, 20-21=016261, 19-20=0/
5937, 17-19=015151, 16-17=0/3914, 15-16=0/2239 WEBS 1-27=0/1607, 2-27=-150410, 2-
26=0/1170, 3-26=-1140/0, 3-25=0/866, 5-25=-840/0, 5-24=01554, 6-24=-524/0, 6-23=-
70/409, 7-23=-4991199, 13-15=0/1570, 12-15=-1508/0, 12-16=011179, 11-16=-1149/0, 11-17=0/874, 10-
17=-846/0, 10-19=0/561, 9-19=-533/0, 9-20= 64/415, 8-20=-506/192 NOTES- 1) Unbalanced floor
live loads have been considered for this design.
2)
All plates are MT20 plates unless otherwise indicated. 3) Required 2x6
strongbacks, on edge, spaced at 10-0-0 oc
and fastened to each truss with 3-1 Bid (0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other
means. 4) CAUTION, Do not erect truss backwards. WARNING • Varlry design paramefers and
READ NOTES ON THIS AND INCLUDED MITEK
REFERENCE PAGE 1111114473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek4P connectors. This design is based
only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability
of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web
and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal
Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see
ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite
312, Alexandria, VA 22314. This item has been electronically signed and sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of
this document are not considered
signed and sealed and
the signature must be
verified on any electronic
codes. Thomas A. Albani PE
No.393 0 MiTek
USA, Inc. FL Cart
6634 6904 Parks East Blvd, Tampa FL
33610 Date: May 18,2018 MiTek`
6904 Parke East Blvd. Tampa, Fl- 36610
lob 1 russ ss Type Qty Ply arkSq Nm/Pensacola 2572A - 3Car-Tray
PSQ2572A rF11L T14086733Lob3GTF4OOR17
ference I to _---
Mid -Florida Lumber, Bartow, Ft.. 8,130 s Mar 11 2016 MiTek Industries, Inc. Fri May 18 10:28:15 2018 Page 1
I D: MCRQZDG4zlC4F HT5D7wPapy3nGB-Tgo838kPzy7jElvskogtWRgRD8nff6Y6Kr3B00zFl9k
0-1-8
Q 0- (t8
Sr11e = 1:44.5
4x4 -_
3x4 -- 3x4= ix3 _
ix3 == lx3 II 3x6 FP = 5x6 = 4x6 = 4x4 = 34 = 1x3 II 4x4 = 1x3 =
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
r
32 31 30 29 28 27 26 25 24 23 22 21 20 19 id 11
ix3 II 3.4 =_= 3x6 -= 5x6 -- 4x6 -= 4x4 3x8 MT20FIS FP _- 4x4 -- 4x6 = 20 II
3x8 -=- 2x3 SP- 10 11
3x4
35
34
Q 4-15.-------. ......_... _Q-4 21_ - -__._-___-_-_-------9-4-_.. 29-0----..-------- - ----.-.-. 4_glo---
Plate Offsets (X YL_. _ f13 Q 1-8,Edgej,_[16:0-1-8,Ed_gej t17;0-1-8Edge],_t19:0-1-B,Edgej_
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 400 Plate Grip DOL 1 00 TC 0.98 Vert(LL) -0 21 23 >988 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 097 Vert(CT) -0 29 23 >728 240 MT20HS 187/143
BCLL &0 Rep Stress Incr NO WB 0-89 Horz(CT) 002 17 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 145 lb FT = 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No2D(flat) "Except" TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
5-16: 2x4 SP No, 1(flat) except end verticals.
BOT CHORD 2x4 SP No.2D(flat) *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
17-22. 2x4 SP DSS(flat)
WEBS 2x4 SP No.3(flat) 'Except`
1-32,16-17: 2x4 SP No.2(flat)
REACTIONS. (lb/size) 32=37/0-3-8, 17=981/0-7-8, 27=2307/0-3-8
Max Uplift 32=-276(LC 4)
Max Grav 32=324(LC 3), 17=996(LC 4), 27=2307(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-32=-323/264, 16-17=-967/0, 1-2=-256/315, 2-3=-338/1210, 3-4=-338/1210,
4-6=0/1825, 6-7=0/3047, 7-8=0/1636, 8-9=-824/0, 9-10=-2506/0, 10-11=-3701/0,
11-12=-3701/0, 12-13=-3228/0, 13.14=-2663/0, 14-15=-2663/0, 15-16=-928/0
BOT CHORD 30-31=-677/450, 29-30=-1210/338, 28-29=-1210/338, 27-28=-2335/0, 26-27=-3047/0,
25-26=-354/0, 24-25=0/1796, 23-24=0/3187, 21-23=0/3610, 20-21=012663, 19-20=0/2663,
18-19=0/1865
WEBS 7-27=-1467/0, 1-31=-410/325, 6-27=-1195/0, 2.31=-271/503, 6-28=0/941, 2-30=-805/0,
4-28=-1065/0, 3-30=0/297, 4-29=0/331, 7-26=0/1878, 8-26=-1782/0. 8-25=0/1411,
9-25=-1372/0, 9-24=0/1009, 10-24=-967/0, 10-23=0/694, 16-18=0/1262, 15-18=-1303/0,
15-19=0/1118, 14-19=-338/0, 13-20=-468/0, 12-21=-574/0, 13-21=0/818
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 3x3 MT20 unless otherwise indicated.
4) The Fabrication Tolerance at joint 32 = 0%, joint 22 = 0%, joint 1 = 0%, joint 17 = 0%, joint 16 = 0%, joint 5 = 0%, joint 27 = 0%, joint
31 = 0%, joint 6 = 0%, joint 2 = 0%, joint 28 = 0%, joint 30 = 0%, joint 4 = 0%, joint 3 = 0%, joint 29 = 0%, joint 26 = 0%, joint 7 = 0%,
joint 8 = 0%, joint 25 = 0%, joint 9 = 0%, joint 24 = 0%, joint 10 = 0%, joint 18 = 0%, joint 15 = 0%, joint 19 = 0%, joint 14 = 0%, joint
11 = 0%, joint 23 = 0%, joint 20 = 0%, joint 13 = 0%, joint 12 = 0%, joint 21 = 0%, joint 33 = 0%, joint 34 = 0%, joint 35 = 0%, joint 22
0%
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 32.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 440 lb down at 1 B-0-0 on
bottom chord The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8).
AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIb7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTeKS connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, 038-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandna, VA 22314.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
On any electronic Copies.
Thomas A. Albam PE No.36380
MiTek USA, Inc. FL Cert 0634
8904 Parke East Blvd, Tampa FL 33610
Date:
May 18,2018
M1Tek
6904 Parke East Blvd.
Tampa, FL 36610
Job Truss Truss Type QtyjiY 2A 3Car-TrayT14086733
PS02572A-3GT F4 FLOOR 1J_-- Job Referenee_(opbonalZ__
Mid -Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:15 2018 Page 2
1 D: McRQzD04zlC4FHT'5D7wPapy3nGB-Tgo838kPzy7jElvskogfWRgRD8nff6Y6Kr3BOOzFl9k
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert :17-32=-10,1-16=-100
Concentrated Loads (lb)
Vert:23=-440(F)
Q WARNING - verify design trarernarers and READ NOTES ON THIS AND fNCLUDED WTEK REFERENCE PA ,E Mg -TAT? rev. 10/03/2015 BEFORE USE.
Design valid for use only with WWII) connectors. This design is based Only upon parameters shown, and is for an individual building component, not .
a uss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overallbuildingtrdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` isaKvaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication,
storage, deltvery, erection and bracing of trusses and truss systems, see ANSItTP11 Quality Criterla, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety
Information available from Truss Plate Institute, 218 N. Lee Sireel. Suite 312, Alexandria, VA 22314, Tampa, FL 36610
Job Trusa Truss Type Qty
JPly
Pad Sq HrnlPensauola 2572A 3Car Tray
1`14086734
PSQ2572A 3GT F5 FLOOR 1 1
J Ref01#1 _ (gptlonal)
Mid -Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10.28:15 2018 Page 1
I D: J?ZBOvQKV MSnUttd UKYytfEy3nG9-Tgo838kPzy7jElvskogfWRgcr8yGfH_6Kr3BOOzF 19k
Scale = 1 15.7
3x3 3x3 -
1 3x6 = 2 31 x3 I ( 43x3 5
3x3 11
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in loc) 1/defl L/d
TCLL 40.0 Plate Grip DOL 1,00 TC 0,30 Vert(LL) 0.03 7-8 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0,29 Vert(CT) 0.04 7-8 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 6 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S
LUMBER- BRACING -
PLATES GRIP
MT20 244/190
Weight: 46 lb FT = 20%F, 11%E
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 11=301/Mechanical, 6=301/0-7-8
FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown
TOP CHORD 1-11=-296/0, 5-6=-299/0, 1-2=-256/0, 2-3=-497/0, 3-4=-497/0
BOT CHORD 9-10=0/497, 8-9=0/497, 7-8=0/469
WEBS 5-7=0/340,1-10=0/340,4-7=-304/0, 2-10=-328/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) The Fabrication Tolerance at joint 11 = 0%, joint 6 = 0%, joint 5 = 0%, joint 7 = 0%, joint 10 = 0%, joint 1 = 0%, joint 4 = 0%, joint 2 =
0%, joint 8 = 0%, joint 9 = 0%, joint 3 = 0%, joint 12 = 0%, joint 13 = 0%
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic coppies.
Thomas A. Albani PE No.363110
MiTek USA, Inc. FL Coil 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
May 18,2018
Q WARNING • Ve hry design parameters and READ NOTES ON THIS AND INCLUDED W TEK REFERENCE PAGE Mll•7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MIT@ke contractors. This design is based only upon parameters shown, and is for an individual building component. not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss wets andloi chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Inv Type Oly Ply ParicSq k hnlPansacola-2572A 3Car-Tray _.
PS02572A-3GT F6 FLOOR 1 1
r14086735
fop Re[erence ,Loplional) --
Mid -Florida Lumber, Bartow, FI_ 8 130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28 16 2018 Page 1
ID nB7ZcFRyFgae6lCguFT6CSy3tiG8-xsMWGUI1kFFarvU31WBu3fCgvY7UOdFGYVokwgzF191
F.. 1-3-0 _.... { I--1-0-0 ----1 i 1::7-4-------I 0 018
Scale 1 27.4
4x6 =_-- ix3 II
14x6 2 3
1x3
3x8 ix3 II 06 1x3 ==
5 6 7 8 9
30 11 ix3 II 3x6 T 10 II 1x3 II
LOADING (psf) SPACING- 1.4-0
TCLL 40.0 Plate Grip DOL 1,00
TCDL 10D Lumber DOL 1,00
BCLL 0.0 Rep Stress Incr NO
BCDL 5.0 Code FBC2017/TP12014
LUMBER.
TOP CHORD 2x4 SP DSS(flal)
BOT CHORD 2x4 SP DSS(flat)
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 20=820/0-3-8, 10=805/0-7-8
22
21
CSI. DEFL. in (loc) Wall Lid PLATES GRIP
TC 0.72 Vert(LL) 0.30 13-14 >648 360 MT20 2441190
BC 0,93 Vert(CT) 0,41 13-14 >473 240
WB 0,61 Horz(CT) 0,04 10 n/a n/a
Matrix-S Weight: 90 lb FT = 20%F, 11 %E
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins.
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown.
TOP CHORD 1.20=-787/0, 9-10=-756/0, 1-2=-802/0, 2-3=-2428/0, 3-4=-2428/0, 4-5=-3075/0..
5-6=-3131/0, 6-7=-2460/0, 7-8=-2460/0, 8-9=-729/0
BOT CHORD 18-19=0/1612, 17-18=012428, 16-17=012428, 15-16=0/3513, 14-15=0/3513, 13-14=012460, 12-13=0/2460, 11-12=0/
1553 WEBS 5-15=0/330, 1-19=
011068, 5-16=-612f0, 2-19=-1127/0, 4-16=0/930, 2-18=0/1151, 3-18=-427/0, 4-17=-437/0, 9-
11=0/990, 8-11=-1146/0, 8-12=0/1279, 7-12=-500/0, 5-14=-539/0, 6-14=0/970, 6-
13=-477/0 NOTES. 1) Unbalanced floor live loads have been considered
for
this design. 2) All plates are 44 MT20 unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means 4) CAUTION, Do not erect truss backwards. 5) Hanger(
s) or other connection device(s) shall
be provided sufficient to support concentrated load(s) 440 lb down at 7-10-12 on bottom chord. The design/selection of such connection device(
s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied
to the face of the truss are noted as front (F) or back (8) LOADCASE(S) Standard 1) Dead * Floor Live (balanced): Lumber
Increase=l _00,
Plate Increase=1.00 Uniform Loads (pit) Vert: 10-20=-7. 1-9=-
67 Concentrated Loads (
lb) Vert 15=-440(F) WARNING - Verify
design parameters and
READ NOTES ON THIS
AND INCLUDED M1TEK REFERENCE RAGE 11,1II-7479 rev. 1010312015 BEFORE USE. Oesign valid for use only with MiTekS connectors. I -
his design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must
verify file applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of
intlivtdual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse
with possible personal injury and property damage. For general guidance regarding the fabrkation, storage, delivery, erection and bracing of trusses and
truss systems, see ANSIITPII quality Criteria. OS8-89 and SCSI Building Component Safety Information available from Tniss Plate Institute, 218 N.
Lee Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by
Albani, Thomas, PE using
a Digital Signature.
Printed copies of this document
are not considered signed
and sealed and the
signature must be verified
on any electronic copies. Thomas
A. Albani PE No.
39380 MiTsk USA, Inc,
FL Cott $634 9904 Parke East
Blvd, Tampa FL 33910 Rate: May
18,2018 MiTek` 6904 Parke Fast Blvd.
Tampa,
FL 36610
Jab Truss Truss Type
PSQ2572A-3GT F7 FLOOR
Mid -Florida Lumber, Bartow, FI_.
I- 13-9 -i I, i
3x3 = 1x3 II 3x3 =--
2 3 4
1111y
Ply ParkSq HoVPensacola-2572A 3Car-Tray
T14086736
2 1
8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:17 2018 Page 1
ID nB7ZcFRyFgae6lCguFT6CSy3tiG8-P2wvTgrnfVZNRT22Fi,Di8cslgOyTS78KPn9YISGzF19i
Scale = 1 27.4
3x4 -
ix3
3x8 = 3.3 1x3 II 3x4 -- Ix3
5 6 7 8 9
22
21
3.3 II 3x4 -= 3x3 =-= 1x3 II 3x3 -= 3x6 = 3x3 = 1113 11 3x4 --- 3x4 = 1x3 II
f 1QZ. I t l_4=.13 f - I_-12 --- -._..1
7 10=-- --------------
Plate Offsets (X,Yl_= [9.0-1_-B,Edge 112 0-1-$.E e_I .... ----- ----------------.
LOADING (psf) SPACING- 1-4-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1,00 TC 081 Vert(LL) -0,22 13-14 >876 360 MT20 2441190
TCDL 10.0 Lumber DOL 1,00 BC 0,95 Vert(CT) -0.30 13-14 >641 240
SCLL 0.0 Rep Stress Incr YES WB 0,36 Horz(CT) 0,03 10 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 90 lb FT = 20%uF, 111/.E
LUMBER- BRACING.
TOP CHORD 2x4 SP No2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No 1(flat) except end verticals.
WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except.
2-2-0 oc bracing: 13-14,12-13.
REACTIONS. (lb/size) 20=593/0-3-8.10=593/0-7-8
FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-20=-572/0, 9-10=-562/0, 1-2=-563/0, 2-3=-1585/0, 3-4=-1585/0, 4-5=-1877/0, 5-6=-1921/0, 6-7=-1628/0,
7-8=-1628/0, 8-9=-526/0
BOT CHORD 18-19=0/1117, 17-18=0/1585, 16-17=0/1585, 15-16=012032, 14-15=012032, 13-14=0/1628, 12-13=0/1628, 11-12=
0/1098 WEBS 1-
19=0/749, 2-19=-771/0, 4-16=0/446, 2-18=0/678, 4-17=-269/0, 9-11=0/715, 8-11=-795/0, 8-12=0/766, 7-12=-
290/0, 6-14=01455, 6-13=-287/0 NOTES- 1)
Unbalanced
floor live loads have been considered for this design 2) Recommend
2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails Strongbacks to
be attached to walls at their outer ends or restrained by other means. 3) CAUTION,
Do not erect truss backwards. This item
has been electronically signed
and sealed by
Albani, Thomas, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified on any
electronic copies. Thomas A.
Albam PE No-363 0 MiTek USA,
Inc. FL Cart 6634 6904 Parke
East Blvd. Tampa FL 33610 Date: May
18,
2018 QWARNING - Verify
design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev, 10/03/2015 BEFORE USE. Design valid
for use only with MITeKO connectors. This design is based only upon parameters shown, and is for an individual building component, not a Truss
system. $afore use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall bulldog design.
Bracing indicated is to prevent buckling of individual for" web and/or chord members only. Additional temporary and permanent in MiT®k' is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general gurdanca regarding the fabrication, storage,
delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety information
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job truss Russ Type _
16hiH
Ply ParkSgm/P57 ensacola-22A 3Car-Tray PS02572A-
3GT FS FLOOR 5 1 T14086737
lob
Reference_(ot2(lonal)___._ Mid -
Florida Lumber, Bartow, FL- 8A30 s Mar 11 2018 Mi fek Industries, Inc. Fri May 18 10:28:18 2018 Page 1 D
FOhxpaSaO_iVjvntSy_Ufy3nG7-tEUHhAniHGtV15CdRPwDN84H45MpOszwYOoir?izF19h 1-
3-0 F0-8-4-i 0 ri8 Scale =
1 33.5 3x6
1
3M -`-
tx3 =
1,
3 I 3x6 FP = ix3 2
3 4 5 6 7 8 9 10 11 25
q 24 }
3x5
3x6 FP _, ix3 II 36 --- 10 II LOADING (
psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d TCLL
40.0 Plate Grip DOL 1 00 TC 049 Vert(LL) 0,25 16-17 955 360 TCDL
10.0 Lumber DOL 1,00 BC 0,93 Verl(CT) 0.34 16-17 696 240 BCLL
00 Rep Stress Incr NO WB 0,47 Horz(CT) 0.06 12 Trial n/a BCDL
50 Code FBC2017/TP12014 Matrix-S LUMBER-
BRACING - TOP
CHORD 2x4 SP No 2(flat) TOP CHORD BOT
CHORD 2x4 SP No 2(flat) 'Except" 12-
20 2x4 SP No.2D(flat) BOT CHORD WEBS
2x4 SP No.3(flat) REACTIONS. (
lb/size) 23=1079/Mechanical, 12=72910-7-8 FORCES. (lb) -
Max. Corrip /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
1-23=-1074/0, 11-12=-724/0, 1-2=-743/0, 2-3=-1868/0, 3-4=-2583/0, 4-5=-298110, 5-6=-
298110, 6-7=-2931/0, 7-9=-257710, 9-1 0=- 1843/0, 10-11=-71210 BOT CHORD
21-22=0/1405, 19-21=0/2311, 18-19=0/2848, 17-18=0/2981, 16-17=0/2981, 15-16=012849, 14-15=
0/2290, 13-14=011377 WEBS 11-
13=0/968, 1-22=0/989, 10-13=-925/0, 2-22=-921/0, 10-14=0/648, 2-21=0/644, 9-14=-
622/0, 3-21=-616/0, 9-15=0/399, 3-19=0/379, 7-15=-378/0, 4-19=-368/0, 4-18=-
87/358, 6-16-2501139 PLATES GRIP MT20 244/190
Weight: 106
lb FT = 20%
F, t 1 %E Structural wood sheathing directly applied
or 6-0-0 oc purlins, except end verticals. Rigid ceiling
directly applied or
10-0-0 oc bracing NOTES- 1) Unbalanced floor live
loads
have been considered for this design. 2) All plates are 3x3
MT20 unless otherwise indicated. 3) The Fabrication Tolerance at
joint 23 = 0%, joint 20 = 0%. joint 12 = 0%, joint 11 = 0%, joint 8 = 0%, joint 13 = 0%, joint 22 = 0%, joint 1 = 0%, joint 10 =
0%, joint 2 = 0%, joint 14 = 0%, joint 21 = 0%, joint 9 = 0%, joint 3 = 0%, joint 15 = 0%, joint 19 = 0%, joint 7 = 0%, joint 4 = 0%, joint
16 = 0%, joint 18 = 0%, joint 6 = 0%, joint 5 = 0%, joint 17 = 0%, joint 24 = 0%, joint 25 = 0% 4) Refer to girder(s)
for truss to truss connections. 5) Recommend 2x6 strongbacks, on
edge, spaced at 10.0-0 oc and fastened to each truss with 3-1 Bid (0,131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means 6) CAUTION, Do not erect
truss backwards. LOAD CASE(S) Standard 1)
Dead + Floor Live (balanced)
Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert 12-
23=-7, 1-
11=-67 Concentrated Loads (lb) Vert: 1=-
350 A WARNING -
Verify design pararne(
am and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only
with MITek49 connectors. This design is based only upon parameters shown, and IS for an individual building component, not a truss system. Before use.
the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is
to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability
and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and
bracing of busses and truss systems, see ANSIlTPI1 Quality Criteria, DS8,89 and SCSI Building Component Safety Information available (ram Truss
Plate Institute, 218 N. Lee Street- Suite 312, Ale xandda, VA 22314_ This item has been electronically
signed and sealed by
Albani, Thomas, PE
using a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the
signature must be verified on
any electronic copies. Thomas
A. Albani PE No.
393 0 M(Tak USA, Inc. FL
C4rt $634 6904 Parke East Blvd,TampaFL
33610 Date: May 18,2018 Nil
MiTek`
6904 Parka East
Blvd.
Tampa.
FI- 36610
lob Truss Truss Type Oty Ply ParkSq HT/ Pensacola-2572A - 3Car-TrayIr_ T14086738
PSQ2572A-3G1 L9 FLOOR 2 1
ob Reference jophonal)..,
Mid-Flonda Lumber,
V
Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:18 2018 Page 1
I D:FOhxpaSaO_iVjvntSy_Llfy3nG7-tEUHhAmHGtV15CdRPwDN84H 7BM_JsfZYOolr?jzF19h
0-1-8
1-3A 0-11-8 -1-
i Scale =1 12 5
IF
1
1 2 3 4
LOADING (psf) SPACING- 114-0 CSI.
TCLL 40.0 Plate Grip DOL 1.00 TC 0.29
TCDL 10.0 Lumber DOL 1.00 BC 0.20
BCLL &0 Rep Stress Incr YES WB 0.11
BCDL 5.0 Code FBC2017ITP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 10=233/0-3-8.5=233/0-3-8
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-337/0
BOT CHORD 8-9=0/337, 7-8=0/337, 6-7=0/337
ix3
DEFL. in (loc) I/deft L/d PLATES GRIP
Vert(LL) -0.01 8-9 >999 360 MT20 244/190
Vert(CT) -0,01 8-9 >999 240
Horz(CT) 0,00 5 n/a n/a
12
Weight: 39 lb FT = 20%F, 11 %E
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 3x3 MT20 unless otherwise indicated.
3) The Fabrication Tolerance at joint 10 = 0%, joint 5 = 0%, joint 1 = 0%, joint 4 = 0%, joint 6 = 0%, joint 9 = 0%, joint 3 = 0%, joint 2 =
0%, joint 8 = 0%, joint 7 = 0%, joint 11 = 0%, joint 12 = 0%
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic coppies.
Thomas A. Albani PE No.311 0
MiTek USA, Inc. FL Cert $634
6904 Parke East Blvd, Tampa FL 33610
Date:
May 18,2018
Q WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. /010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTekisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 quality Criteria. OSS-89 and SCSI Building Component 6904 Parke East Blvd.
Safety ;
on,
available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Tn/ss Truss Type Qty Ply rkSq Hm/Pensacola-2572A - 3Car-TrayT14086739
PSQ2572A-3GT F10 FLOOR 1 1----[F
a
b Reference -.(optional) ---_- _ ___------------------
Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:10 2018 Page i
ID:FOhxpaSaO_i VjvntSy_Llfy3nG7-6i?F?RgG9PVR7_OvxF4UpOylQ7Gj_09NAZLQjAzFl9p
0-1-8
1 3 -0 ---._-.-...---- 0 8 0II _.. --- ( I_'_--_j
O )-1-
Scale =114.2
1 2 3lx3 II 4 6
12
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in loc) I/deft L/d
TCLL 40.0 Plate Grip DOL 1,00 TC 0,28 Vert(LL) 0.01 7-8 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0,19 Vert(CT) 0,02 7-8 999 240
BCLL 0.0 Rep Stress Incr YES WB 0,14 Horz(CT) 0.00 6 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flap BOT CHORD
REACTIONS. (lb/size) 11=268/0-3-8, 6=268/0-3-8
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-11=-265/0, 5-6=-264/0, 2-3=-415/0, 3-4=-415/0
BOT CHORD 9-10=0/415, 8-9=0/415, 7-8=0/413
WEBS 5-7=0/287, 1-10=0/285, 4-7=-262/0, 2-10=-260/0
13
ix3 —
PLATES GRIP
MT20 244/190
Weight: 44 lb FT = 20%F, 11 %E
Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 3x3 MT20 unless otherwise indicated.
3) The Fabrication Tolerance at joint 11 = 0%, joint 6 = 0%, joint 1 = 0%, joint 5 = 0%, joint 7 = 0%, joint 10 = 0%, joint 4 = 0%, joint 2 =
0%, joint 8 = 0%, joint 9 = 0%, joint 3 = 0%, joint 12 = 0%, joint 13 = 0%
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Thomas A. Albani PE No.393 0
MiTak USA, Inc, FL Cert $634
6904 Parke East Blvd, Tampa FL 33610
Date:
May 18,2018
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE 01-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with Welk* connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTekisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSB49 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 2 111 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Ft, 36610
Job ss Tntss Type City Ply ParkSq Hm/Pensacola-2572A 3Car-T(ay
PS02572A-3GT F11 FLQOR t 1
T74086740
Tru
ob-Rgfgrence (o_ptia_nal)._.--
Mid-Flonda Lumber, Bartow, FI_. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10 28,11 2018 Page 1
I D:?RGyh5OJwKLgR9mc?3YpXBy3msN-auZdDmhuwidll7b5VybjMbVp8XTIIN2XPD5zFdzFl90
Scale = 1.1 1.8
6X6 = 3x6 II 3x6 II 64
1 2 3 4
3.3 II 30 II
LOADING (psf) SPACING- 2-0.0 CSL DEFL. in loc) Well L/d
TCLL 400 Plate Grip COL 1,00 TC 0,73 Vert(LL) 0.03 8.9 999 360
TCDL 100 Lumber DOL 1,00 BC 0,71 Vert(CT) 0,03 8 999 240
BCLL 0.0 Rep Stress incr NO WB 0.54 Horz(CT) 0,01 5 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-R
LUMBER- BRACING -
PLATES GRIP
MT20 244/190
Weight: 46 lb FT = 0%F, 0%E
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 10=1070/0-7-8, 5=1070/0-7-8
Max Grav 10=1240(LC 3), 5=1240(LC 4)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 1-10=-1239/0, 4-5=-1239/0, 1.2=-877/0, 2-3=-1652/0, 3-4=-877/0
BOT CHORD 8-9=0/1652, 7-8=0/1652, 6-7=0/1652
WEBS 4-6=0/1141, 1-9=0/1141, 3-6=-1079/0, 2-9=-1079/0
NOTES.
1) Unbalanced floor live loads have been considered for this design.
2) Girder carries tie-in span(s): 7.0-0 from 0-0-0 to 6-3-8
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced) Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (pit)
Vert: 5-10=-10, 1-4=-344
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
May 18,2018
d WARNING - Verffy cosign parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. la/0312015 BEFORE USE.
Design valid for use only with MiTek® connectors. 7his design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer most verity the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing (t / ii`ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ! e, F R
fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, 056-89 and SCSI Building Component 6904 Parke East Blvd.
Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610
Job Truss Type oty Ply ParkSq H/Pmensacola 2572A 3(,ar-TrayT14Q86741GUILISSPS02572A-I3G MONO HIP 1
Mid-Flonda Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:21120 2018 Page 1
I D:?RGyh5OJwKLgR9mc?3YpXBy3msN-pdc i 6roXoUIOKWngXLGrDVNJ 19XMKP Wr T6ny3bZF 19f
I 2 7 1 --- . 1 2 O 5 .__..-----I- 25'-5--------f--- ?'S 5..._..._-----{---_ 1245 1480 17-212 2040 2140
f- -------.._I .. ------ ------- .-.- ------ .....-1 ----i
2-5-5 2 3 11 2-6-12 3-1 A i-0-0
Scale = 1 36.5
2x4 II
19 — ., — ... .. .-. ._ 3xA -_
M1x6
L5x4 II 6xi2 MT2QHS " t5x4 I) 4x8 = 4x4 = 3x4 _= 3x6_
f 21 ] - 1 g § -- I 7-5_i_1--- I-.__ 9=11._Q..-------i 1=4__ _ .-. -(s4 @ Q ........_{. __-_1 Z_2_12_.- I _24 4 t2__ ._._..... i
2 Z-7—--- --
Plate Offsets Y)-- [ 17.0--6-0 0-3.4y ___
LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in loc) Ildefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.39 15 >619 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 081 Verl(CT) -0,76 15 >316 240 MT20HS 1871143
BCLL 00 Rep Stress Incr NO WB 0,66 Horz(CT) -0,11 19 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight. 205 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 'Except" TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins,
1-7: 2x4 SP No, I except end verticals.
BOT CHORD 2x4 SP No.1 "Except" BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
10-17 2x4 SP DSS
WEBS 2x4 SP No.2 "Except'
8-13,1-19,9-12,7-12,7-9: 2x4 SP No.3
REACTIONS. (Ib/size) 19=2740/0-7-8, 10=1813/0-7-8
Max Horz 10=-20(LC 8)
Max Uplift 19=-317(LC 4), 10=-197(LC 4)
Max Grav 19=3370(LC 14), 10=2178(LC 14)
FORCES. (lb) - Max Comp.tMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 8-9=-311/33, 9- 1 0=-4229/382, 1-2=-526/49, 2-3=-11484/1057, 3-4=-11507/1061,
4-5=-14802/1346, 5-6=-14802/1346, 6-7=-1345011218, 1-19=-495/69
BOT CHORD 18-19=-628/6770, 17-18=-628/6770, 16-17=-1307/14276, 15-16=-1307114276, 14-15=-1218/13450, 13-
14=-921/10206, 12-13=-85619478,10-12=-327/3640 WEBS 9-12=-23612705, 7-
12=-6356/576. 7-9=-3454/322, 2-19=-6786/629, 3-17=-748/111, 5-15=-717/104, 6-
14=-1327/163, 2-17=-468/5133, 4-17=-3004/270, 4-15=-55/572, 6-15=-139/1469, 7-
14=-322/3524 NOTES- 1) 2-ply truss
to
be connected together with l0d (0.148"x3") nails as follows: Top chords connected as follows
2x4 - i row at 0-7-0 oc. Bottom chords connected as follows:
2x4 - i row at 0-9-0 oc. Webs connected as follows: 2x4 -
i row at 0-9-0 oc. 2) All loads are considered
equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided
to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads
have been considered for this design. 4) Wind: ASCE 7-10:
Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 8=4511; L=24ft; eave=4ft; Cat. 11; Exp B; Encl , GCpi=
O 18, MWFRS (directional), Lumber DOL=1.25 plate grip DOL=1.25 5) Provide adequate drainage to
prevent water ponding 6) All plates are MT20
plates unless otherwise indicated. 7) This truss has been
designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been
designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 9) Provide mechanical connection (by
others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 19 and 197 lb uplift at joint 10, LOAD CASE(
S) Standard WARNING -
Verify design parameters and
READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mit-7473 rev. 1010312010 BEFORE USE. Design valid for use only
with MiTek4f) connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use,
the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is
to prevent buckling of individual Iruss web and/or chord members only. Additional temporary and permanent bracing is always required for stability
and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and
bracing of trusses and buss systems, see ANSIITPI1 Quality Criteria, OSB-89 and SCSI Building Component Safety Information available from truss
Plate Insiduae, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. This item has been electronically
signed and sealed by
Albani, Thomas, PE
using a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the
signature must be verified on
any electronic copies. Thomas
A. Albam PE N0.
393 0 MiTek USA, inc. FL Cert
6634 6904 Parke East Blvd. Tampa
FL 33610 Date: May 18,2018 N1.-
MiTek°
6904 Parke East
Blvd.
Tampa,
FL 36610
LPSO2512,1-313_
eParkSq Hm(Pensacola-2572A 3Car Tray
T iG1 MONO HIP 1
T14066741
Qb,f2eference_jpp(lonall
Mid-Flonda Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek industries, Inc. Fri May 18 10:28:20 2018 Page 2
ID:?RGyh5OJwKLgR9mc?3YpXBy3msN-pdc 16roXoUIOK WngX LGrDVNJ 19XMKPWrT6ny3bzF 19f
LOAD CASE(S) Standard
1) Dead * Roof Live (balanced): Lumber Increase= 1 .00, Plate Increase=1.00
Uniform Loads (plf)
Vert: B-11=-30, 1-20=-254(F=-224), 7-20=-269(F=-224), 13-19=-25, 10-13=-10
Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MITeM connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIITPII Quality Crtteria, DSO-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 218 N_ Lee Street, Suite 312, Alexandria, VA 22314.
ree—
W1,
MiTek
6904 Parka East Blvd.
Tampa FL 36610
Job Truss Truss Type
11
Qty Ply ParkSq Hm/Pensacola 2572A 3Car-Tray
P__ Tt40R6742
PSQ2572A-3Uf G2 MONO HIP 1 i
job_Reference (optional) -.
Mid -Florida Lumber, Bartow, FI_ 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:21 2018 Page 1
ID jaFJiwSCnHFML2L3OgVaHty3tiG6-HpAP,IBpAZnttygMO43n4mivSOZrs3rT?imWVb2zF19e
3-0
3 0 14
i .......... 6-0-1 8-it-3 -----If--- ----2-1.1
i1-10-6 14 7 12 17 2 4 20 3-4
2-11-2 ------
I ----- —1-------- --._.. .......---- ... ----114-------_ 2 1 i 2..-. 2 2-9 2-6-8 3-1-0
Scale = 1 35.2
2x4 II
4x6 _
6x6 - 7x6 = 4x4 = 4x4 == 5x5 Ii 8,8 =--
1 @ _01-.. ----- l4 Z-12 --- -f- -- 17 2.4 I - _ .240=4 -- - - I
3-0-ta.------------._ 2-11_- ._.. .......-_..-._— 2_11-2 .......----2-11-2 945 --- - ----------- 2-6-8----_._ 1_0 — Plate
Offsets X t9:0-1-O,Edget, [10:Q-3-8 0-4-t)j i40-3-0 f :.4-1 0-2_,_,,, LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) i/deft L/d PLATES GRIP TCLL
20-0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) 0.35 12-13 >678 360 MT20 244/190 TCDL
10-0 Lumber DOL 1.00 BC 0.92 Vert(CT) 068 12-13 >355 240 BCLL
0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0 06 16 n/a n/a BCDL
100 Code FBC2017/TP12014 Matrix-R Weight: 111 lb FT = 0% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.i `Except' TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc puriins, 7-
9: 2x4 SP No.2 except end verticals. BOT
CHORD 2x6 SP DSS 'Except* BOT CHORD Structural wood sheathing directly applied or 7-0.3 Oc bracing. 14-
W 2x6 SP No.2 WEBS
2x4 SP No.3 "Except' 1-
15,2-14,3-13,6-12 2x4 SP No 2 REACTIONS. (
lb/size) 16=1006/0-7-8, 9=1062/Mechanical Max
Horz 9=-28(LC 9) Max
Uplift 16=-69(LC 6), 9=-116(LC 10) Max
Grav 16=1169(LC 2), 9=1152(LC 16) FORCES. (
lb) - Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP
CHORD 1-16=-1007/242, 1-2=-2851/660, 2-3=-4781/1130, 3-4=-5690/1463, 4-5=-5690/1463, 5-
6=-5690/1463, 8-9=-2330/701 BOT
CHORD 15-16=-84/363, 14-15=-660/2851, 13-14=-1158/4867, 12-13=-1463/5690, 11-
12=-1471/5084,10-11=-1358/4643,9-10=-637/2020 WEBS
1-15=-606/2618, 2-15=-879/233, 2-14=-497/2041, 3-14=-574/186, 3-13=-321/922, 4-
13=-263/90, 5-12=-262/71,6-12=0/867,6-8=-1943/645, 6-10=-2825/777, 8-
10=-324/1261 NOTES.
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; B=4511; L=24ft, eave=4ft; Cat. il;
Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 20-1-12 zone;GC for members and forces & MWFRS
for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3)
Provide adequate drainage to prevent water ponding. 4)
This truss has been designed for a 10,0 psf bottom chord live load nonconcurrenl with any other live loads. 5) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 6)
Refer to girder(s) for truss to truss connections 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 16 and 116 lb uplift at joint
9. 8)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) - The design/selection of such connection
device(s) is the responsibility of others. LOAD
CASE(S) Standard 1)
Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 WARNING -
Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design
valid for use only with MiTeloa, connectors. This design is based only upon parameters shown, and is for an individual building component not a
truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Adddional temporary and permanent bracing is
always requir id for stabildy and to prevent collapse with possible personal injury and property damage- For general guidance regarding this fatrncaUon,
storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPn Quality Criteria, DSB,89 and SCSI Building Component Safety
Information available from Truss Plate Institute. 210 N. Lee Street, Suds 312. Alexandria. VA 22314. This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. Thomas
A- Albani PE No.393 0 MiTek
USA, Inc, FL Cart 6634 99U
Parke East Blvd. Tampa FL 33910 Date:
May
18,2018 0904
Parke East Blvd. Tampa,
FL. 30610
Job truss Truss Type City Ply Park-Sq Hm--lPensacola 2572A 3Car 1 ray
PS02572A-3G7 G2 MONO HIP --- -- i
R§fereneg(oQltgralZV T14086742
Mid-
Flonda Lumber. Bartow, FL. w
8,
130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:21 2018 Pape 2 ID:
jaFJ 1 wSCnHrML2L30gVaHty3tiG6-FlpAPJBpAZnttygM043n4mivSOZrs3rT?imWVb2zFl9e LOAD
CASE(S) Standard Uniform
Loads (plf) Vert:
1-6=75, 7-9=-60, 9-16=-20 Concentrated
Loads (Ib) Vert:
6=-248 Q
WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design
valid for use only wdh MlTekll) connectors. This design is based only upon parameters shown, and is for an individual building component, not a
truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addaional temporary and permanent bracing MiTek isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the v, .
fabrication,
storage, delivery, araction and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety
Information available from Truss Plate Institute, 218 N. Lee Street, Suae 312, Alexandria, VA 22314. Tampa, FL 36610
Jab russ Truss Type City Ply ParkSq Hm/Pensacola 2572A 3Car-T"ray
JiG3 T14086743
PS02572A-3Gf ROOF TRUSS 11_-_-____. Job f2efgrence 1capbona0 --- _----- ----- -— __ _ _---_--- --
Mid-Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:22 2018 Page i
I D: BmphEGTrYbzDzCwFZN i pg4y3nG5.10joXXgoK5?kZgxCemiJJwShfzBIGJA8xQG38UZFl9d
j ......... i 11-9 3-9-6
j I
i
5 7.4 7-10-7 10-1-10 .----
f---- I _.2-3.3 --1-- - 12 4-13 14 8 0 i6-5-14 18-3-11 20-3-4
f------ -----_ {.-
1.9-14-----
f----- I_ _.-
i111-9----- 7-9-73 9 14 2-3-3 1 9-13_... 2-3-3 2-3-3 1.1-_9--------I
Scale = 1:34.3
3x4 4x4 i_5x4 II 04" 5x5 -_= 1_5x4 II 30 = 3x4 = 3x4 3x8 = 3x8 ==
1 2 3 23 4 24 5 6 7 8 25 9 10 11
21 20 19 16 17 16 15 14 13
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
f----------.14
2 4 II
3x4 - 4x4 === 2x4 II 4x4 -__= 3x8 7x6 == 3x4 _ 3x8 == 3x8 "= 3x4 II
LOADING (psf) SPACING- 1-0-0 CSI.
TCLL 40.0 Plate Grip DOL 1 00 TC 071
TCDL 10 0 Lumber DOL 100 BC 0,94
BCLL 00 Rep Stress Incr NO WB 0.65
BCDL 5.0 Code FBC2017rTP12014 Matrix-S
LUMBER -
TOR CHORD 2x4 SP No
BOLT CHORD 2x6 SP No,1 'Except'
12-16: 2x6 SP DSS
WEBS 2x4 SP No-3'Except*
1-21,11-13,2-20,10-14,9-15 2x4 SP No.2
DEFL. in (loc) Ildell Lid PLATES GRIP
Vert(LL) -0 41 16-17 >581 360 MT20 2441190
Vert(CT) -0 57 16-17 423 240
Horz(CT) 0-04 12 n/a Nit
Weight 223 Ib FT = 0%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 22=1112/0-3-8, 12=2738/Mechanical
Max Uplift 22=-153(LC 4). 12=-396(LC 5)
FORCES. (lb) - Max- Comp tMax- Ten- - All forces 250 (lb) or less except when shown.
TOP CHORD 1-22=-968/136, 1-2=-1778/244, 2-3=-4444/606, 3-4=-4444/606, 4-5=-6891/934,
5-6=-8030/1090, 6-7=-8030/1090, 7-8--9294/1291, 8-9=-9878/1399, 9-10=-774011107,
10-11=-43241623,11-12=-2461/359
BOTCHORD 20-21=-24411778, 19-20=-606/4444, 18-19=-606/4444, 17-18=-947/6983, 16-17=-1291/9294,
15A6=-1399/9678, 14-15=-1107/7740, 13-14=-623/4324, 12.13=-411279 WEBS
1-21=-257/
1880, 4-19=-922/135. 4-18=-379/2658, 8-15=-1389/202, 1 t-13=-658/4573, 2-21=-1361/193,
3-20=-343/53, 2-20=409/3013, 10-13=-2308/340, 9-14=-1725/251, 10-14=-548/3861,
9-15=-335/2416, 5-18=-683/108, 5-17=-17811147, 7-16=-591400, 8-16=-633/117, 7-17=-1373/218
NOTES- 1) 2-ply truss to be connected
together
with 10d (0.131"xW) nails as follows: Top chords connected as follows: 2x4 - 1 row
at 0-2-0 oc. Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc. Webs connected as follows: 2x4 - i row at
0-9-0 oc. 2) All loads are considered equally applied to
all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section, Ply to ply connections have been provided to distribute only
loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10, Vult=140mph (3-
second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf. h=15ft; B=45ft. L=24ft, eave=Aft; Cat. 11, Exp B; Encl_ GC pi=0.18;
MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a
10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a
live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members. 7) Refer to girder(s) for truss to
truss connections. 8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 153 lb uplift at joint 22 and 396 lb uplift at joint 12. 9) Girder carries tie-in
span(s): 7-
0-0 from 14-5-8 to 20-0-12 10) Hanger(s) or other connection device(s)
shall be provided sufficient to support concentrated load(s) 1368 lb down and 198 lb up at 14-8-0 on top chord. The design/
selection of such connection device(s) is the responsibility of others. WARNING - Verify design parameters and READ NOTES ON
THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MO-00
connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the budding designer
must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling
of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent
collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses
and truss systems, see ANSIITPII Quality Criteria, DSS-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218
N. Lee Street, Suite 312, Alexandria. VA 22314. This item has been electronically signed and sealed
by Albani, Thomas, PE
using a Digital
Signature. Printed copies of this
document are not considered
signed and sealed and
the signature must be
verified on any electronic copies.
Thomas A. Alberti PE
No.39380 MiTek USA,
Inc. FL Cart 8834 6904 Parka
East Blvd- Tampa FL 33810 Date:
May 18,2018 MR MiTek' 6904 Parke
East
Bivd Tampa,FL
36610
Job Truss Truss Type Qty ply ParkSq Hm/Pensacola 2572A 3Car-Tray
PSQ2572A-3GT G3 ROOF TRUSS 1
T14086743
fob Rat ergpce_fopbonall.__ __-_.
Mid-Flonda Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28.22 2018 Page 2
ID: BmphEGTi YbzDzCwFZN 1 pg4y3tiG5-IOjoXXgoK5?kZgxCeml JJwShfzBIoJA8xQG38UzF lgd
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=l-00, Plate Increase=1.00
Uniform Loads (pit)
Vert:1-8=-50, 8-11=-303(F=-253), 12-22=-5
Concentrated Loads (lb)
Vert: 8=-1368 fl
A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIb7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with W ek& connectors. This design is based only upon parameters shown. and is for an individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual Truss web and/or chord members only. Additional temporary and permanent bracing M '{ i`Qkisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrication, storage, dellvery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sude 312, Alexandria, VA 22314. Tampa, FL. 36610
Job Truss I cuss Type
16ty
Ply ParkSq Hm/Pensacola-2572A 3Car-f ray
T14086744
IPSQ2672A3G1 GS FLOOR 1 1
Jo..b_Reference_(opliQpJ__- - -_. _.
Mid-Flonda Lumber, Bartow, FI_ 8A 30 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:22 2018 Page 1
I D: BmptiEGTrYbzDzCwFZN i pg4y3tiG5-10ioXXgoK5?kZgxCernl JJwSgizPBo*I F8xQG38UZFl9d
I
3-5-0
1 40 -" 2 1_5x4 II
Scale = 1:9.4
2x4 II 4x4 -_
LOADING (Psi) SPACING- 2-0-0 CSI. DEFL. in loc) i/deft L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0,77 Vert(ILL) 0.00 4 .... 360
TCDL 10.0 Lumber DOL 1,00 BC 0,02 Vert(CT) 0.00 4 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0,00 Horz(CT) 0,00 3 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix -MP
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD
BOT CHORD 2x6 SO No 2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 4=440/0-3-8.3=440/0-7-8
FORCES. (lb) - Max. Comp./Max Ten -All forces 250 (lb) or less except when shown.
TOP CHORD 1-4=-424/0, 2-3=-424/0
PLATES GRIP
MT20 2441190
Weight: 19 lb FT = 20%
Structural wood sheathing directly applied or 3-5-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Girder carries tie-in span(s): 8-6-4 from 0-0-0 to 3-5-0
2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=l 00
Uniform Loads (pit)
Vert:3-4=-10, 1-2=-27l(F=-171)
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Thomas A. Aibam PE No.393 0
MiTek USA, Inc, FL Cert 6634
9904 Parke East Blvd, Tampa FL 33910
Date:
May 18,2018
a.
0 WARNING - Varify design parameters and READ NOTES ON THIS AND INCLUDED ArITEK REFERENCE PACE 11,111.7479 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building componeoi, not ^
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iTGk'
fabrication, storage, delivery, erection and bracing of trusses antl truss systems, see ANSIITPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Tr if Truss Type Qty Ply ParkSq Hm/Pensacola 2572A - 3Car-Tray
PSQ2572A 3GT H1 HIP i 1
T14086745
Job_Refgrenispl2n R._--
Mid -Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 1028:23 2018 Page 1
ID: BmphEGTrYbzDzCwFZN 1 pg4y3nG5-ECHAktgQ5P8bBzWPCUpYr7?pYNYpXtsl94?cgwzFl9c
1-0 Q' 7-0-0 10-6-2 14 0 4 21-0-4
1 ---Q_ t -. __------------- ..-7`a.o-_--- --------.... _.._L..._ _3 &_2 _..--------f — - -----...
3-6-2 -..------------
f--- -_--....._ 7 0 0 ----.-.. ......_...-..---1
Scale = 1.37.0
l
5x5-
3x4
4
3x6 "=
3x4 — 6x6 -- 3x6 "_
LOADING (pst) SPACING- 2-0-0 CSI.
TCLL 20,0 Plate Grip DOL 1,25 TC 0.95
TCDL 1OD Lumber DOL 1.25 BC 0,82
BCLL 0.0 Rep Stress Incr NO W3 0.23
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No. ID "Except"
3-5: 2x4 SP No.2
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 6=1720/0-3-8, 2=1787/0-3-8
Max Horz 2=75(LC 7)
Max Uplift 6=-376(LC 8), 2=-415(LC 8)
Max Grav 6=1799(LC 14), 2=1858(LC 13)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-3346/793, 3-4=-2931/740, 4-5=-2956/746, 5-6=-3344/798
BOT CHORD 2-8=-642/2979, 7-8=-744/3176, 6-7=-648/2930
WEBS 3-8=-22/613, 4-8=-440/171, 4-7=-412/168, 5-7=-23/607
DEFL. in (loc) I/deft Ud PLATES GRIP
Vert(LL) -0,10 7-11 -999 240 MT20 244/190
Vert(CT) -0.26 7-11 >981 180
Horz(CT) 0,08 6 n/a n/a
Weight: 91 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 7-3-7 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft, eave=4ft, Cat.
ll; Exp B; Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 6 and 415 lb uplift at
joint 2
7) Girder carries hip end with 7-0-0 end setback.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 503 lb down and 189 lb up at
14-0-4, and 503 lb down and 189 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert 1-3=-60, 3-5=-131(F=-71), 5-6=-60, 9-12=-44(F=-24)
Concentrated Loads (lb)
Vert: 3=-385(F) 5=385(F)
Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MITel,0 connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
buildingdesign Bracing indicated is to proven( buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is
always regwtod for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSO-89 and BCSI Building Component Safety
Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1
This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. Thomas
A. Albani PE No.393 0 MiTek
USA, Inc. FL Cott 6634 6904
Parke East Blvd, Tampa FL 33610 Date:
May
18,2018 Nit
MiTek
6904
Parke East Blvd. Tampa,
FL 36610
Job fu ss Truss Type Qty Ply ParkSq IIm/Pensacola 2572A 3( ar-Tray
PSQ2572A-3GT 112 It IIP 1 1
T 140867A6
obReference,(opU,on@I)___
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:24 2018 Page 1
I D. BmphEGTrYbzDzCwFZN i pg4y3nG5-iOrYxDr2siGRp75bmBKnOLX4 VinitnGLrROklACNZF19b
1-00 4-94 900 1204 16-3-0 .......
4-2-12 3-0-4 4 9 4.-_._._._- ---------
I
Scale = 1 36.4
4x8 =
4x4
4 17 5
40 " 3x4 -- 5x8 = 4x4 =
21,4-4_. {
9 ---
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0,56 Vert(LL) -0,15 9-15 >999 240 MT20 244/190
TCDL 100 Lumber DQL 1.25 BC 0.78 Vert(CT) -0,33 9-15 >775 180
BCLL 00 Rep Stress Incr NO WB 0,19 Horz(CT) 0.04 7 n/a We
BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 102 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 45-1 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 7=83910-3-8, 2=906/0-3-8
Max Florz 2=96(LC 11)
Max Uplift 7=-199(LC 12), 2=-246(LC 12)
FORCES. (lb) - Max- Comp./Max- Ten- - All forces 250 (lb) or less except when shown -
TOP CHORD 2-3=-14651551, 3-4=-1153/433, 4-5=-980/426, 5-6=-1156/436, 6-7=-1472/546
BOT CHORD 2-9=-453/1291, 8-9=-253/977, 7-8=-440/1300
WEBS 4-9=-67/320, 5-8=-91/322, 3-9=-364/228, 6-8=-372/232
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph. TCDL=4.2psf, BCDL=3.Opsf, h=25ft, 8=451F L=24ft, eave=4ft. Cat.
11, Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Intedor(1) 1-11-3 to 9-0-0, Exterior(2) 9-0-0
to 12-0-4, Interior(1) 16-4-15 to 21-0-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate
grip DOL=1 60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 7 and 246 lb uplift at
joint 2-
QWARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MrfekW connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of indivitlual truss web and/or chord members only Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Thomas A. Albani PE No.3938o
Wok USA, Inc. FL Cert 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
May 18,2018
MiTek`
69n4 Parke East Blvd.
Tampa, FL 36610
Job muss Truss Type
16ty-]
FIfy ParkS4Hm/Pensacola 2572A 3Car-Tiay
PSQ2572A-3GT J5 JACK t 1
T14086747
L-Reterent_t9P_gon.0
Mid-Flonda Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10,28,24 2018 Page i
I D:fyM4RcUTJv54aMVS75Y2M1y3nG4-iOrYxDr2siGRp75bmBKtiOLX8Dnt0sGNl RQkIACNzFl9b
F
100....-_ 500
Scale = 1:17 0
2x4 --
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0,32 Vert(LL) 0A4 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1,25 BC 0,26 Vert(CT) -0.06 4-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=127/Mechanical, 2=268/0-7-8, 4=64/Mechanical
Max Herz 2=109(LC 12)
Max Uplift 3=-64(LC 12), 2=-77(LC 12)
Max Grav 3=127(LC 1), 2=268(LC 1), 4=91(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.0psf; h=25ft, B=45ft; L=24ft, eave=6ft, Cat
11; Exp B; Encl_ GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 4-11-4 zone,C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) The Fabrication Tolerance at joint 2 = 0%
3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 3 and 77 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic coppies.
Thomas A. Albani PE No,39380
MiTek USA, Inc. FL Carl: $634
9904 Parke East Blvd, Tampa FL 33910
Date:
May 18,2018
Q WARNING • verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE 111II4473 rev, 1010312015 BEFORE USE. '
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss systern. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall wi
buildingdesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ® IS
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 M1iikfabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety
Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
J
Job Truss Truss Type oty Ply parkSq Hm/Pensacola 2572A 3Car-Tray
PSO2572A-3G1 J6 JACK 3 1
T14086748
4trReferenc gpignirl) _
Mid -Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc Fri May 18 10:28 25 2018 Page 1
I D:fyM4RcUTJv54aMVS75Y 2Mly3nG4-AbPwgZsgdOOI OHgtiJvrOwY4D6Aly?q?adOUjlpzF I9a
6-10-0
Scale = 1 21.8
3x4 -
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well L/d PLATES GRIP
TCLL 200 Plate Grip DOL 1,25 TC 0.69 Vert(LL) 0.12 3-6 >700 240 MT20 244/190
TCDL 10D Lumber DOL 1.25 BC 0.53 Vert(CT) -0.22 3-6 >366 180
BOLL 0.0 Rep Stress Incr YES WE; 0,00 Horz(CT) 0,02 1 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 22 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size) 1=271/0-2-0, 2=182/Mechanical, 3=89/Mechanical
Max Horz 1=113(LC 12)
Max Uplift 1=-34(LC 12). 2=-94(LC 12), 3=-1(LC 12)
Max Grav 1=271(LC 1), 2=182(LC 1), 3=127(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES.
1) Wind: ASCE 7-10, Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h-25ft, B=45ft; L=24ft, eave=6ft; Cat.
It, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-0 to 3-2-0, Interior(1) 3-2-0 to 6-11-4 zone;C-C for
members and forces R MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1160 2)
This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will
fit between the bottom chord and any other members. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 1, 94 lb uplift at joint 2 and
1 Ito uplift at joint 3. This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. Thomas
A. Alban PE NoI 0 MiTek
USA, Inc. FL Cort 6034 6904
Parke East Blvd, Tampa FL 33610 Date:
May
18,2018 WARNING -
Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 11,067473 rev. 10/03/2015 BEFORE USE. " Design
valid for use only with MITeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a
truss system. Before use, the building designer mist verify [tie applicability of design parameters and properly incorporate this design into (he overall Nil building
design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety
information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 36610
LPiSQ25
Truss TypeQty Ply
T14086749
72A-3GT J7 JACK 26 1 lg bReference (oQUona1-- _ _ Mid -
Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:26 2018 Page 1 ID:
fyM4RcUTJv54aMVS75Y2Mly3tiG4-enzi MvtlOK W92RF_tcMFTindOlaevkl iEks2EGHFzF19Z Scale =
1:22.9 3x4 =
LOADING (
psf) SPACING- 2-0-0 CSI. TCLL
20.0 Plate Grip DOL 1.25 TC 0.70 TCDL
10.0 Lumber DOL 1.25 BC 0.54 BCLL
0.0 Rep Stress Incr YES WB 0,00 BCDL
10.0 Code FBC2017ITP12014 Matrix -MP LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 REACTIONS. (
lb/size) 3=182/Mechanical, 2=346/0-7-8, 4=90/Mechanical Max
Horz 2=143(LC 12) Max
Uplift 3=-93(LC 12), 2=-86(LC 12) Max
Grav 3=182(LC 1), 2=346(LC 1), 4=129(LC 3) FORCES. (
lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL.
in (loc) I/deft Ltd PLATES GRIP Vert(
LL) 0.12 4-7 >682 240 MT20 244/190 Vert(
CT) -0.24 4-7 >351 180 Horz(
CT) 0.00 2 n/a n/a Weight:
24 lb FT = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 6-0-0 Gc purlins. BOT
CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES-
1)
Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. 11;
Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1.11-3, Intenor(1) 1-11-3 to 6-11-4 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This
truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This
truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members. 4) Refer
to girder(s) for truss to truss connections. 5) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 3 and 86 lb uplift at joint 2.
This item
has been electronically signed
and sealed by
Albani, Thomas, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified on any
electronic copies. Thomas A.
Albani PE No.393 0 MiTek USA,
Inc. FL Cod $634 6904 Parke
East Blvd, Tampa FL 33610 Date: May
18,
2018 Q WARNING •
Varfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid
for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design,
Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing A/ is always
required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MtTeL k fabrication, storage,
delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
FS02572A-3GT_
buss Truss Type Oty PParkSq Hm/Pensacola-2572A 3Car-TrayT14086750 J7T
JACK 7 1 Mid -
Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 1028:26 2018 Page i I
D:POx4K7OCCFjFIdUAgC6W9gy3rnsK-enzlMvtlOKW92RF_IcMF TmdTpajlkFVks2EGFIFzF19Z 1-
0-0 2-7-8 3-7-6 7-0.0 F-
1-0-0 --I-- 2 e - -- 4---- 1-
0-0 f- - -- - - --
I Scale =
1:22.9 2x4 ==
LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL
20.0 Plate Grip DOL 125 TC 0.38 Vert(LL) 0.06 8 >999 240 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0,09 8 >903 180 BCLL
0.0 Rep Stress Incr YES WS 0,18 Horz(CT) 0.06 6 n/a n/a BCDL
10.0 Code FBC2017ITP12014 Matrix -MP Weight: 32 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purijns. BOT
CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS
2x4 SP No.3 REACTIONS- (
lb/size) 5= 1 42/Mechanical, 2=346/0-7-8, 6=131/Mechanical Max
Horz 2=143(LC 12) Max
Uplift 5=-67(LC 12). 2=-86(LC 12), 6=-24(LC 12) Max
Grav 5=142(LC 1), 2=346(LC 1). 6=137(LC 3) FORCES. (
lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-492/166, 3-4=-576/282 BOT
CHORD 2-9=-333/451, 8-9=-421/579, 7-8=-251/334 WEBS
3-9=-398/325, 4-8=-293/462, 4-7=-350/263 NOTES- (
7) 1)
Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=25ft; B=45f1; L=24f1; eave=6ft; Cat. 11;
Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(1) 1-11-3 to 6-11-4 zone;C-C for members
and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)
The Fabrication Tolerance at joint 2 = 0%, joint 9 = 0%, joint 8 = 0%, joint 3 = 0%, joint 4 = 0%, joint 7 = 0% 3)
This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 5)
Refer to girder(s) for truss to truss connections. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 5, 86 lb uplift at joint 2 and
24 lb uplift at joint 6. This Item has been 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on
any electronic copies. Thomas
A. Albani PE No.393 0 MiTek
USA, Inc. FL Cert 6934 6904
Parke East Blvd, Tampa FL 33610 Date:
May
18,2018 WARNING -
Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design
valid for use only with MiTek(& connectors. This design is based only upon parameters shown, and is for an individual building component, not a
truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing or trusses and tmss systems, see ANSIITPII quality Criteria, US049 and SCSI Building Component 6904 Parke East Blvd Safety
Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job russType Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray
PSQ2572A-3GT [K1'5MONO TRUSS 1 t
WW
ReferenceT14086751
Mid-Flonda Lumber, Bartow, FL. 8A30 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:27 2018 Page 1
I D:79wSfyV54CDxC W4el1o3HvVy3nG3-6zXhaFtw9deOgbpARJuU?z9YW®vl'kUt4izgphzFl9Y
1-5-0 3-4-11
1-5-0 3-4-11
7-0-14
3-8-3
3x4 =
7-0-14
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.09 4-7 >916 240
TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.21 4-7 >392 180
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=223/Mechanical, 2=262/0-7-8, 4=98/Mechanical
Max Horz 2=82(LC 8)
Max Uplift 3=-81(LC 8), 2=-64(LC 8)
Max Grav 3=223(LC 1), 2=262(LC 1), 4=141(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
Scale = 1 16.7
PLATES GRIP
MT20 244/190
Weight: 24 Ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ft, B=45ft; L=24ft; eave=6ft; Cat.
11; Exp B.,Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 64 lb uplift at
joint 2.
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-60
Trapezoidal Loads (plf)
Vert: 2=0(F=30, B=30)-to-3=-106(F=-23, B=-23), 5=0(F=10, B=10)-to-4=-35(F=-8, B=-8)
WARNING _ Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB.89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandra, VA 22314.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Thomas A. Albani PE No.393 0
MiTek USA, Inc. FL Cart 6634
8904 Parke East Blvd. Tampa FL 33610
Date:
May 18,2018
MiTek`
6904 Parke East Blvd.
Tampa, FL. 36610
Job (Truss Tmss Type Qty Ply ParkSq Hm/Pensacola-2572A 3Car-Tray
PSQ2572A 3GT IKJ7 MONO TRUSS 8 1
T14086752
f - - - -1 - — -- - -- - fob -Reference (optlonal)
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:28 2018 Page i
ID:79wSfyV54CDxCW4eho3HvVy3nG3-aA53nauZvxmtHIOM? 1 PjYBilUOLyC5b 1 JMjNL8zF19X
9-10-13
15-0 5-2-4 4-8-9
Scale = 1:22.5
2x4 --
l.bX4 It 5
3x4 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0,62 Vert(-L) -0.02 6-7 >999 240 MT20 244/190
TCDL 10D Lumber DOL 1.25 BC 0,50 Vert(CT) -0,08 6-7 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0,01 5 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 42 lb FT
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=252/Mechanical, 2=419/0-7-8, 5=391/Mechanical
Max Horz 2=173(LC 8)
Max Uplift 4=-133(LC 8), 2=-105(LC 8), 5=-66(LC 8)
Max Grav 4=258(LC 13), 2=419(LC 1). 5=391(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-826/94
BOT CHORD 2-7=-223/766, 6-7=-223/766
WEBS 3-7=0/273, 3-6=-831/242
NOTES-
1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft; 6=45ft; L=24ft, eave=6ft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4, 105 lb uplift at
joint 2 and 66 lb uplift at joint 5.
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1,25
Uniform Loads (plf)
Vert: 1-2=-60
Trapezoidal Loads (pit)
Vert: 2=0(F=30, B=30)-to-4=-148(F=-44, B=-44), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15)
WARNING. VoHly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of tmsses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Thomas A, Albani PE No.39380
MiTek USA, Inc. FL Cert 4634
6904 Parke East Blvd, Tampa FL 33610
Date:
May 18,2018
MiTek"
6904 Parke East Blvd.
Tampa, FL 36610
Job Truss Truss'rype Qty Ply ParkSq Hm/Pensacola 2572A - 3CarTray
PSQ2572A 3GT KJ58 MONO TRUSS 1 i
114066753
Mid-Flonda Lumber. Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:28 2018 Page 1
I D:79wSyV54CDxC W4eho3HvVy3nG3-aA53nat1ZvxmtFIIOM? 1 PjYBiiZOHVCBk 1 JMjNL8zF19X
7 5 0 4 1-14 7-10 1
F---__`
1 5 0 3--- ---i-- ---- ---- _ .
4 1 14 8,3 ___-_-
I
Scale = 1:19 0
3x4 ==
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10D Lumber DOL 125
BCLL 0.0 Rep Stress Incr NO
BCDL 100 Code FBC2017rTP12014
LUMBER -
TOP CHORD 2x4 SP No.1
BOT CHORD 2x4 SP No.2
CSI. DEFL. in loc) Well L/d
TC 0.81 Vert(LL) 0.14 4-7 689 240
BC 0,73 Vert(CT) 0.34 4-7 278 180
WB 0,00 Horz(CT) 0.00 2 n/a n/a
Matrix -MP
REACTIONS. (lb/size) 3=279/Mechanical, 2=299/0-7-8, 4=119/Mechanical
Max Horz 2=116(LC 8)
Max Uplift 3=-131(LC 8), 2=-89(LC 8)
Max Grav 3=279(LC 1), 2=299(LC 1), 4=164(LC 3)
FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
PLATES GRIP
MT20 244/190
Weight 26 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=25ft; B=45ft, L=24ft; eave=6ft, Cat.
11 .Exp B; Encl., G pi=O. 18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1-60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 Ib uplift at joint 3 and 89 lb uplift at
joint 2.
6) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert:t-2=-60
Trapezoidal Loads (plf)
Vert: 2=0(F=30, B=30)-to-3=-118(F=-29, 6=-29), 5=0(F=10, B=10)-to-4=-39(F=-10, B=-10)
Q WARNING - Ved(y design Paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE,
Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web andtor chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI7 Quality Crt ada, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Thomas A. Albam PE No.393 0
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
May 18,2018
Nil
Mi%k`
6904 Parke East Blvd.
Tampa, FL 36610
L
Job Truss truss Type Oty ParkSq Mm/pensacola 2572A 3Car-Tray
T14086754
PS02572A-3C r t l MONO HIP 1
ob_Refe_Fi_ a (90911el)
Mid -Florida Lumber, Bartow, rL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:29 2018 Page 1
ID:cLUgsl VjrWLoggfgF Wa WSiy3nG2-2MfR?wvBgFukvuzZYkwy5OF_PnrljxUuAYOSwuazFl9W
I---------.70-p----------i
5-6-8 1-5-8
Scale = 1 20.8
6x6 =
15.4 II
40 4
6x6
4 t1.12 ----- ---------- - i
4-p=1 .__.._... - _.. ---------------_....__ _. __-- 2-1 1-4
LOADING (psf) SPACING- 1-0-0 CSI.
TOLL 200 Plate Grip DOL 1.25 TC 0.35
TCDL too Lumber DOL 1.25 BC 0.66
BCLL 00 Rep Stress Incr NO WB 0.65
BCDL 10.0 Code FBC2017rTP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 'Except'
2-5 2x4 SP No.2
REACTIONS. (lb/size) 1=126910-3-8, 4=2254/Mechanical Max
Horz 1=48(LC 8) Max
Uplift 1=-437(LC 5), 4=-838(LC 5) Max
Grav 1=1289(LC 13), 4=2343(LC 13) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown - TOP
CHORD 1-2=-2542/897 BOT
CHORD 1-5=-811/2254. 4-5=-279/767 WEBS
2-5=-1045/2918, 2-4=-1778/646 DEFL.
in (loc) I/deft Ltd Vert(
LL) -0,03 4-5 >999 240 Vert(
CT) -0 06 4-5 >999 180 Horz(
CT) 0.01 4 Fria n/a PLATES
GRIP MT20
244/190 Weight:
40 Ib FT = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, except
end verticals. BOT
CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. NOTES-
1)
Unbalanced root live loads have been considered for this design. 2)
Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft: L=24ft, eave=oft; Cat. 11'
Exp B; EncL, GCpi=0.18; MWFRS (directional); Lumber DOL=1160 plate grip DOL=1 60 3) Provide
adequate drainage to prevent water ponding. 4) This
truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This
truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members. 6) Refer
to girder(s) for truss to truss connections. 7) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 437 lb uplift at joint 1 and 838 lb uplift at joint 4.
8) Girder
carries tie-in span(s): 5-0-0 from 0-0-0 to 4-0-12, 21-0-4 from 4-0-12 to 7-0-0 9) Hanger(
s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 154 Ib down and 56 lb up at 5-6-
8 on top chord, and 204 lb down and 75 Ib up at 5-6-8. and 1579 lb down and 579 Ib up at 4-0-12 on bottom chord. The design/selection
of such connection device(s) is the responsibility of others. 10) In
the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). LOAD CASE(
S) Standard 1) Dead +
Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (
plf) Vert 1-
2=-30, 23=-30, 1-5=-64(B=-54), 4-5=-385(B=-375) Concentrated Loads (
lb) Vert: 2=-
154(F) 5=-1579(8) 8=-204(F) A WARNING -
verify design perarturf— and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid
for use only with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web andlof chord members only. Additional temporary and permanent bracing is always
required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage,
delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. This item
has been electronically signed
and sealed by
Albani, Thomas, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified On any
electronic co Iles. Thomas A.
Albam PE No.393 0 MiTek USA.
Inc. FL Cert 6634 9904 Parke
East Blvd, Tampa FL 33610 Date: May
18,
2018 Nil MiTek`
6904
Parke
East 81vt1. 1"ampa,
Fl- 36610
Job Truss Truss Type Qty Ply ParkSq HI1UPensacola 2572A 3Car-Tray
U14086755
PSQ2572A-3GT M1 HIP 1 n
Job ReferencejoQUonall) — -- —
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:30 2018 Page 1
ID: FOhxpaSaO_i VjvnlSy_Llfy3nG7-WYCpCGwpRYObX2Y16S RBda141 BveguhKmgCUQOzFl9V
4-8-2 8-2-8 9-7-8 10-8-8 12-1-8 15-7-14 20-4-0
F —— 4-8-282 —— 3 6 6
f
1-" I'-q _ 5 0 ..- h 3 6 6 -
f --- - ---
4-8-2
I
Scale = 1:33.2
4x6 =
4x6 =
5x8 =-
3x6 11 8x8 = 8x8 = 4x6 = I0x10 = 300 II
4x12 =
A_U VZ 24---....__-.-_ 3 _ 14:8.81 _9_Q 15 Zw14 4-
8-?._._.__----- 2.23-14 ..._._._.__._ 2-2-7-$._------1-1-0 -- 2=7-8 -- 2-3-14- ----- -4-5-2---------------- Plate
Offsets 1x.Y1-_Lt 0-4-0 0-i _15j j6 0-2-12 0 3 41. j8 0-0-8.()-0-21. L10.0-5-0 0-5 8I.j? 2.0-3v8.9-6- 113;0-4-90. _6-0I ----- - --- LOADING (psf) SPACING-
1-0-0 CSI- DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0
Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.18 10 >999 240 MT20 244/190 TCDL 10.0
Lumber DOL 1.25 BC 0.94 Vert(CT) -0.32 10-11 >758 180 BCLL 0.0 '
Rep Stress Incr NO WB 0.87 HOrz(CT) 0.08 8 n/a n/a BCDL 10.0
Code FBC2017/TP12014 Matrix -MS Weight: 291 Ib FT = 20% LUMBER- BRACING - TOP
CHORD 2x4
SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOT CHORD 2x8
SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-13: 2x8
SP No.1 WEBS 2x4 SP
No.3 REACTIONS. (lb/size)
1=4195/0-7-8.8=5487/0-7-8 Max Horz 1=
46(LC 24) Max Uplift 1=-
663(LC 8), 8=-815(LC 8) FORCES. (lb) - Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-
2=-9301/1475, 2-3=-8532/1356, 3-4=-7664/1208, 4-5=-6961/1100, 5-6=-7677/1210, 6-7=-10536/
1589, 7-8=-12230/1820 BOT CHORD 1-
14=-1297/8307, 13-14=-1297/8307, 12-13=-1093/7225, 11-12=-1033/6961, 10-11=-1194/
8091, 9-10=-1606/10922, 8-9=-1606/10922 WEBS 2-14=-
142/889, 2-13=-963/184, 3-13=-247/1343, 3-12=-1014/208, 4-12=-522/3313, 5-11=-539/
3453, 6-11=-3401/487, 6-10=-622/4553, 7-10=-2094/320, 7-9=-289/2105 NOTES- 1) 2-
ply
truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected
as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected
as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as
follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads
are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof
live loads have been considered for this design. 4) Wind: ASCE
7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B;
Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate
drainage to prevent water ponding. 6) This truss
has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss
has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members. 8) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 663 lb uplift at joint 1 and 815 lb uplift at joint 8. 9)
Hanger(s)
or other connection device(s) shall be provided sufficient to support concentrated load(s) 803 lb down and 146 lb up at 4-8-0,
803 lb down and 146 lb up at 6-8-0. 803 lb down and 146 lb up at 8-8-0, 803 lb down and 146 lb up at 10-8-0, 1870 lb down and 276 Ito
up at 12-1-8, and 1059 lb down and 125 lb up at 14-0-0. and 2733 lb down and 401 lb up at 15-1-8 on bottom chord. The design/selection
of such connection device(s) is the responsibility of others. LOAD CASE(S)
Standard WARNING - Verify design
parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M01.7473 rev. 10/03/2015 BEFORE USE. Design valid for
use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, nor a truss system.
Before use the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing
indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required
for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery,
erection and bracing of busses and truss systems, see ANSIITPII Quality Criteria, 05B-99 and BCSI Building Component Safety Information available
from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. This item has
been electronically signed and
sealed by Albani,
Thomas, PE using a Digital
Signature. Printed copies of
this document are not
considered signed and sealed
and the signature must be
verified on any electronic
copies. Thomas A. Albani
PE No.38380 MiTek USA, Inc.
FL Cert 4634 6904 Parke East
Blvd, Tampa FL 33610 Date: May 18,
2018
MiTek" 6904 Parke
East
Blvd. Tampa, FL 36610
lob Truss Truss Type Qly Ply ParkSq Hm/Pensacola-2572A 3Car-"fray
PSQ2572A-3Gf Ml HIP 1
T14086755
lob Ref erence1opfionalZ.____. Mid -
Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:30 2018 Page 2 ID:
FOhxpaSaO_iVjvnlSy_Llfy3nG7-WYCpCGwpRYObX2Y16SRBdcn41 BveguhKmgCUQOzF19V LOAD
CASE(S) Standard 1)
Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform
Loads (plf) Vert:
1-4=-30, 4-5=-30, 5-8=-30, 1-8=-10 Concentrated
Loads (lb) Vert_
14=-803(B) 11=-803(B) 19=-803(B) 20=-803(B) 21=-1870(8) 22=-1052(6) 23=-2733(B) QWARNING -
Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA ,E MII-7473 rev. 1010312015 BEFORE USE. ` Design
valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a
truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MilTr ek isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and tmss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety
Information available from Truss Plate Institute, 218 K Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FI_ 36610
Job ss Truss Type -city Ply ParkSq HnVPensacola-2572A - 3Car-Tray
LT T14086756
PS02572A 3GT HIP 1 i
ob R ference ttonalj- _ _ __ _
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:31 2018 Page i
ID:79wSfyV54CDxC W4eho3HvVy3nG3-?ImBPexRCs8S8C7xg9yQApKl9bJkPVQ1'?Kx i yTzF 19U
1-0-0
11-0_0 T
4-9-4
4-9-4——_
9-0-0 11-4-0
4 2 12
r_. - .2-A O _ i—
15-6-12 20-A 0 21-4-0
4-2-12 -
I- -
4-9-4 11 0-0
Scale = 1:36.8
4x4 =
4x4
2
4
1
4x4 = 5x5 = 3x4 = 4x4 -_
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.15 9-16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0,32 9-16 >770 180
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.04 7 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 94 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-11 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=877/0-7-8, 7=877/0-7-8
Max Horz 2=-97(LC 10)
Max Uplift 2=-173(LC 12), 7=-173(LC 12)
FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1404/513, 3-4=-1099/406, 4-5=-920/393, 5-6=-1089/404, 6-7=-1402/514
BOT CHORD 2-10=-387/1235, 9-10=-187/920, 7-9=-396/1235
WEBS 4-10=-72/309, 5-9=-70/313, 3-10=-385/237, 6-9=-392/238
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-13 to 1-11-3, Interior(i) 1-11-3 to 9-0-0, Exterior(2) 9-0-0
to 11-4-0, Interior(1) 15-8-11 to 21-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 2 and 173 Ito uplift at This item has beenjoint7.
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Thomas A. Albani PE No.363 0
MiTek USA, Inc. FL Celt 6634
6SO4 Parke East Blvd, Tampa FL 33610
Date:
May 18,2018
Q WARNING - VwIfy design parameters end READ NOTES ON TWS AND INCLUDED W TEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not eaTrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of Trusses and truss systems, see ANSIITPIl Quality Criteria, OSB4t9 and BCSI Building Component 6904 Parke East Blvd.
safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Fl 36610
Job Truss Truss Type Qty Ply ParkSq Hm/Pensacola-2572A - 3Car-Tray
PSQ2572A HIP T14086757
3GT M3 i i
fob Reference Lgptional)---
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:32 2018 Page 1
I D:79wSfyV54CDxCW4eho3HvVy3nG3-TxKadyx3zAGJmMi7EtTfi1 tUR?aY8y3cE_hbUvzF19T 1-
0-0- F-
1 i -- 3-9-4 . -- - -i --- 7-0-0 --- f - 10-2-0 13-4-0 16-6_12 _— 20-4-0 __-_-_-- 21 4 0 3 _...- -
i--- —1...--- --3
11.0_Q -I 00Q_ 4.. 3-9-4 3-2 12 2 0 3 2 02 12 3-9 4 Scale = 1:
36.8 l 4x4 =
3x4 =
5
4x4
4x6 _
6x8 _
3x6 = 4x6 = LOADING (psf)
SPACING- 2-0-0 CS'. TCLL 20.
0 Plate Grip DOL 1.25 TC 0,43 TCDL 10.
0 Lumber DOL 1.25 BC 0.97 BCLL 0.
0 Rep Stress Incr NO WB 0,24 BCDL 10.
0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP
CHORD
2x4 SP No.2 BOT CHORD
2x4 SP No WEBS 2x4
SP No.3 REACTIONS. (lb/
size) 2=1692/0-7-8, 8=1692/0-7-8 Max Horz
2=78(LC 7) Max Uplift
2=-366(LC 8). 8=-366(LC 8) Max Grav
2=1738(LC 13), 8=1738(LC 14) DEFL. in (
loc) I/deft L/d Vert(LL) -
0,11 10-11 >999 240 Vert(CT) -
0.23 10-11 >999 180 Horz(CT)
0.09 8 n/a n/a PLATES GRIP
MT20 2441190
Weight: 100
lb FT = 20% BRACING - TOP
CHORD
Structural wood sheathing directly applied or 3-1-1 oc purlins. BOT CHORD
Rigid ceiling directly applied or 7-7-14 oc bracing. FORCES. (lb) -
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
2-3=-3237/715, 3-4=-3034/690, 4-5=-2682/636, 5.6=-2696/638. 6-7=-3024/690. 7-8=-
3235/716 BOT CHORD
2-11=-576/2931, 10-11=-590/2889, 8-10=-577/2871 WEBS 3-
11=-256/68, 4-11=-33/618, 5-11=-370/127, 5-10=-352/127, 6-10=-33/614, 7-10=-
262/68 NOTES- 1)
Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft, eave=4ft; Cat. If. Exp
B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide
adequate drainage to prevent water ponding. 4) This
truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This
truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members. 6) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 366 lb uplift at joint 2 and 366 lb uplift at joint 8.
7) Girder
carries hip end with 7-0-0 end setback. 8) Hanger(
s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 488 lb down and 169 lb up at 13-4-
0, and 488 lb down and 169 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of
others. 9) In
the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(
S) Standard 1) Dead +
Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (
plf) Vert: 1-
4=-60, 4-6=- 1 26(F=-66), 6-9=-60, 12-15=-42(F=-22) Concentrated Loads (
lb) Vert: 4=-
385(F) 6=-385(F) Q WARNING -
Verffy design parameters and READ NOTES ON THIS AND INCLUDED NfTEK REFERENCE PAGE NY-7473 rev- 1010312015 BEFORE USE. Design valid
for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always
required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage,
delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, OSS49 and SCSI Building Component Safety Information
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314, Q This
item
has been electronically signed
and sealed by
Albani, Thomas, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified on any
electronic copies. Thomas A.
Albani PE No,39380 MiTek USA,
Inc. FL Cott 6834 6904 Parka
East Blvd. Tampa FL 33610 Date: May
18,
2018 MiTek' 6904
Parke
East Blvd, Tampa. FL
36610
Job Truss
PSQ2572A-3GT vi
Type City Ply i ParkSq H"Pensacola-2572A - 3Cas Ti ay
T14086758
Mid -Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri May 18 10:28:33 2018 Page 1
ID:cLUgslVjrlMoggfgFWaWSiy3nG2-x7uyglyhkTOAOWHKna tiFEPkJP8btSXmTeQ81LzF19S
f-----1-0-0--'—-------._...._.. 3.4_0 3_4-------------_._...--------f---1 0-01
4x4 = Scale = 1:19.9
12 11 10 9 8
1_5x4 11 1.5x4 11 1.5x4 11 1 .5x4 11 1.5x4 11
Q 80..
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 200 Plate Grip DOL 1,25 TC 0.10 Vert(LL) 0,00 7 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1_25 BC 0,09 Vert(CT) 0.01 7 n/r 120
BCLL 0,0 Rep Stress Incr NO WB 0,03 Horz(CT) 0,00 8 n/a n/a
BCDL 100 Code FBC2017/TP12014 Matrix-R Weight: 35 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-8-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 6-8-0.
lb) - Max Horz 12=-42(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 12, 8, 10, 11, 9
Max Grav All reactions 250 lb or less at joint(s) 12,8 except 10=365(LC 1), 11=307(LC 13), 9=305(LC 14)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=25ft; 6=45ft, L=24ft; eave=2ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing.
5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide
will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 12, 8, 10, 11, 9, This item has been10) Girder carries tie-in span(s): 6-10-0 from 0-0-0 to 6-8-0
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). electronically Signed and
sealed by Albani, Thomas, PE
LOAD CASE(S) Standard using a Digital Signature.
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1,25 Printed copies of this
Uniform Loads (pit)
Vert: 8-12=-111(B=-91), 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60 document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Thomas A. Albam PE No.363 0
MiTsk USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
May 18,2018
WARNING - verify design Parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Ulf.7473 rev. 10/03/2015 BEFORE USE. "
Design valid for use only with MlTekdti connectors. This design is based only upon parameters shown, slid is for an individual building component. notNilatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
1t Abuildingdesign. Bracing indicated is to prevent buckling or individual truss web and/or chord members only. Additional temporary and permanent bracing ty) iTe k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, OSO-89 and SCSI Building Component 6904 Parka East Blvd
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. Ft, 36610
Sym olsti Numberingag System Generala ®. Safety Notes
PLATE LOCATION AND ORIENTATION
4. Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
0-1 116"
Ti
For 4 x 2 orientation, locate
plates 0- ",4' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20/20
software or upon request
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
Indicates location where bearings
supports) occur. Icons vary but
reaction section indicates joint
numberwhere bearings occur.
Min size shown is for crushing only.
Industry Standards:
ANSIITPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
SCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
6-4-8 dimensions shown in ft-in-sixteenths
Drawings not to scale)
2
BOTTOM CHORDS
3
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system.. e.g.
diagonal or X-bracing, is always required. See BCSL
2. Truss bracing must be designed by an engineer. For
vide truss spacing, individual lateral braces themselves
may require bracing, or aftemative Tor I
p bracing should be considered.
fY
0 i 3. Never exceed the design loading shown and never
U stack materials on inadequately braced trusses,
d
C} 4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
j all other interested parties.
8 7 6 5 , 5. Cut members to bear tightly against each other.
JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSILETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
established by others.
OO 2012 MiTeke All Rights Reserved
MiTek
MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSUrPI t.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSUTPI 1.
8. Unless otherwise noted. moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated.. or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size. and
in all respects.. equal to or better than that
specked.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at iOft. spacing.
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or after truss member or plate without prior
approval of an engineer.
17, Install and load vertically unless indicated otherwise.
IS. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19, Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSUTPI 1 Quality Criteria.
6Q 26-8-4
SO
to
Z)
ido 6-8-0 Dmq
5-8-0 21-0-4
DH
C
PARK SQUARE / 2572 PENSACOLA - A / 3CAR / TRAY
Hgrp 12 - HUS26 1 -PLY HGR
2 - HGUS26-2 2-PLY HGR
4 - THA422 FLR HGR
WQ 40-0-0 Do,
kg—q 11-4-0
914.40
14-8-0 14-&0
U') c)
UAHAUt
THIS AREA We
7-4-0
914
10_0_0 20-8-0 01 ion 5-4-0 14-0-0
so.
Floor Loading
TC Live: 40.00 psf
TC Dead: 10.00 psf
BC Live: 0.00 psf
BC Dead: 5.00 psf
TC Stress Inc: 1.00
BC Stress Inc: 1.00
Spacing: variable
Roof Loading
TC Live: 20.00 psf
TC Dead: 10.00 psf
BC Live: 0.00 psf
BC Dead: 10.00 psf
TC Stress Inc: 1.25
BC Stress Inc: 1.25
Spacing: 2- 0- 0 o.c.
Account:
Job: PSQ2572A-3GT
Designer:
Checker:
Date: 05-17-18
0
it
RECORD C 011Y
City of Sanford
Building and. Fire Prevention
Product Approval Specification Form
Permit #
Project Location Address
SANFC}i1t)
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.fioridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product Florida Approval #
Descri Lion include decimal
1. Exterior Doors
Swirl in _ ThermaaTru Side Door FL8871.5
Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4
Sectional _ Clopay Building Products 94(T40-W4 FL279.2150 Roll
U E r
Automatic
Other
2.
Windows Sin
le HUng MI Windows & Doors Series GA 185 Aluminum SH FL 17499 2 Horizontal
Slider Casement
Double
Hu_nq„ Fixed
MI Windows & Doors Series GA 185 Alum Picture Fixed Ft_15349.1 Awning_
Pass
Through Projected
Mullions
MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind
Breaker Dual
Action Other
June
2014
Category / Subcategory Manufacturer Product Florida Approval #
includingdecimal
3. Panel Walls
Description
Sid- Inq James Harding Bldg Products Hardie Panel FL13223.2
Soffits Aluminum Coils, Inc Coils ! Soffits FL12194.1
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products_.__._-.__._
Asphalt Shingles IKO Industries, LTD Asphalt Shingles I Cambridge FL7006.1
Linderla rments Warrior Roofing 15 and #30 Roofing Felt FL2346 1
Roofing Fasteners
Nonstructural
Wood Shakes and
Shingles
Roofingtiles
Roofing
Insulation
Waterproofin
Built up roofing
S stem
Modified_ Bitumen
Singe Ply Roof
S stems
Roofing slate
Cements/
Adhesives f
Coating
Liquid Applied
Roofing Systems _ __._--------._—
Roof Tile
adhesive
Spray Applied
Polyurethane
Roof_____
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category Subcategory Manufacturer Product
DescrRtlon
Florida Approval #
include decimal_
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Concrete Admixtures
Precast Lintels
Insulation Forms
N m
Plastics__
Deck / Roof
Wall
Prefab Sheds_____._._._._.__..__.
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
Florida Building Code Online litli)s://www.floridabtjildirig.ot-g/pri'pr,,ipp_ (ItLaspOparaill—w(J. , YX--, I
4
Hot Topi.s Sbmil S.,cha,ge StatS B. Facts P,,j)("tiom FBC Suiff ljCj_'; Site Map I-hkS Search
LOP% Product ApprovalProductA, r USER, Public User
Pm0%,I, w Api,k-a'J— SOA,O I ;PPJKOLWiOt I Appl"Irloom Detail
gimgp 's"i, P"A
FL u rL8871-R8
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Therma-Tru Corporation
Address/Phone/Er"ail 118 Industrial Drive
Edgerton, 01143517
419)298-1740
rickw()rwbIdgconsultants.com
Authorized Signature Vivian Wright
rickw OurwbIdgconsultanits—corn
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report: - Flardcopy Received
Florida Engineer or Architect. Name who developed Lyndon F. Schmidt, P.F.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Ryan J. King, RE.
Validation Checklist, - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
I'L8811 RH COI (t)) Ce'AtfiCale Of If dePl»udenc(R.POI`
51an"ro year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM E1300 1998
ASTM E84 2000
ASTM G26 1995
TAS 201, 202, 203 1994
I of'4 4115/2018, 4:50 t"M
Florida Building Code Online https:""Nvww.(Iot,idabuildiiig.i)i--q/l)r/pi, app_(Itl,aspx'?parati)-w(iE,VX..-
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Florida Licensed Professional Engineer or Architect
F1 8871 R8 !,ucy of Ofqqiy h) Equiva
Method I Option D
10/t7/2017
1011712017
10/19/2017
1211212017
Summary of Products
FL # Model, Number or Name
8871.1 a. "ClassicCraft Rustic" Series
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 88/1.1 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and installation instructions.
8871.2 b. "ClassicCraft" or "ClassicCraft
Rustic" Series
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ; Yes
Impact Resistant: Yes
Design Pressure: N/A
Other. See INST 8871.2 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and installation instructions.
8871.3 c. "ClassicCraft" or "ClassicCraft
Rustic" Series
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 88713 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and installation instructions. (For FiberClassic and
SmoothStar sidelites, this product approval requires the use
of 'T' part numbers for these sidelites, which have been
stained or painted within six months of installation.)
8871.4 d. "ClassicCraft" or "ClassicCraft
Rustic" Series
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure* N/A
other: See INST 8871A for Design Pressure Ratings, by
specific Model and for any other additional use limitations
and installation instructions, (For Fibet-Ciassic and
SmoothStar sidelites, this product approval requires the use
of "I" part numbers for these sidelites, which have been
Description
3'6 x WO "Impact" Opaque Fiberglass Radius Top Single Door
X) - Inswing or Outswing
Installation Instructions
1, t-88 71 R8_11 (b) jn1,jt 88/1-1,P(if
Verified By: Lyndon F. Schmidt, P.F. 43409
Created by Independent -1 hird Patty; YCt$
Evaluation Reports
FL8811 R8 - -wal 8871 11 . pdtA-Jb) f
Created by Independent Third Party: Yes
3'6 x WO "Impact" Opaque Fiberglass Single Door (X)
Inswing or Outswing
Installation Instructions
f 1,887 1 R8- 11 1 2j?drh) 10,-A 887
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
F1,887 R8, AF (1i;i) Fval 887I.2,p-,,.jf
Created by Independent Third Party: Yes
3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with
Sidelite (OX or XO) - Inswing or Outswing
Installation instructions
lw5t 88-/I,3.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
RB-,,AE.._(b) Eval 887 113:pOlf
Created by Independent Third Party: Yes
x WO "Impact" Opaque Fiberglass single Door with
Sidelites (OXO) - Inswing or Outswing
Installation Instructions
Inst 8871-4,prit
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
F1,8871 RB AL(b) I-val 8871.4,pOf
Created by independent Third Party: Yes
2 of-4
4 / 15/2 0 18, 4:5 0 PM
Florida Building Code Online littp,s://www.iloridabuildiiig.or&,/pt-/pr__-app
stained or painted within six months of installation.)
8871.5 e. "Fibei-Classic" or "SmoothStar"
Serieseries
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant; Yes
Design Pressure: N/A
Other. See INSI 8871.5 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and installation instructions.
I, "Fiber Classic" or "SmoothStar"
Series
TO x 8'0 "Impact" Opaque Fiberglass Single Door (X)
Inswing or Outswing
Installation Instructions
Ft 3871 ,R8-,Il (b) Inst 887 1.5.pdt
Verified By: Lyndon F Schmidt, P.F. 43409
Created by trideperidefft Third Party: Yes
Evaluation Reports
b) Eval 8871-5.pd
Created by Independent Third Party: Yes
TO x WO "Impact" Opaque Fiberglass Single Door with
Sidelite (OX or XQ) - Inswing or Outswing
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure-, N/A
Other: See INS 1 8871.6 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and Installation instructions. (For FlberClasslc and
StnocithStar sidelites, this product approval requires the use
of "J" part numbers for these sidelites, which have been
stained or painted within six month,.; of installation.)
8871.7 9. "Fibei-Classic" or "SmoothStar"
Series
Limits of Use
Approved for use in HVHZ; Yes
Approved for use outside HVHZ: Yes
Impact Resistant, Yes
Design Pressure: N/A
Other- See INST 8871.7 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and Installation Instructions, (For Fibei-Classic and
SmoothStar sidelites, this product approval requires the use
of "J" part numbers for these sidelites, which have been
stained or painted within six months of Installation.)
88/1.8 h. "FiberClassic", "SmoothStar",
ClassicCraft" or "ClassicCraft
Rustic" Series
Installation Instructions
KIWI list 8871,6,Pdf
Verified By: Lyndon F. Schmidt, RE. 43409
Created by Independent Third Party: Yes
Evaluation Reports
rt,fiun-u AF-m F-val "/1.6.pdf
Created by Independent Third Party: Yes
X0 x WO "Impact" Opaque Fiberglass Single Door with
sidelites (OXO) - Inswing or Outswing
Installation Instructions
FL8871 R8 11 (b) lnst 0811 3,pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FLQ871 RB, AE (b) Fval 8871 . 7,fj(i(
Created by Independent Third Party, Yes
6.0 x 8.0 "Impact" Opaque Fiberglass Double Door (XX) -
Inswing or Outswing
Limits of Use installation instructions
Approved for use in HVHZ. Yes F18871 R8 11 (b) Inst 88;I,8.pd'
Approved for use outside HVHZ: Yes Verified By: Lyndon r. Schmidt, P.G. 43409
Impact Resistant: Yes Created by Independent: Third Party: Yes
Design Pressure., N/A Evaluation Reports
Other: See INS 11- 8871.8 for Design Pressure Ratings by Fl 88 /1 R8 A[-,, (b) t,,val 8871.8, Of
specific Model and for any other additional use limitations Created by Independent Third Party; Yes
and installation instructions.
8871.9 1 r. "Fibei-Classic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with
ClassicCraft" or "ClassicCraft sidelites (OXXQ) - Inswing or Outswing
Rustic" Series
Lirnits of Use
Approved for use In HVHZ, Ye
Approved for use outside HVHZ., Yes
Impact Resistant; Yes
Design Pressure, N/A
Other: See INSI 8871.9 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and installation instructions. (For FiberClassic and
5moothSLar sidelites, this product approval requires the use
of "J" part numbers for these sidelites, which have been
stained or painted within six months of installation.)
Installation Instructions
I L8871 RFJ 11 (b) Inst 887 t.9.pdf
Verified By: Lyndon F Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL3871 R8 AE(b) F.val 8871,:).p(jf
Created by Independent Third Party: Yes
Back! I Nexi,
3 of 4 41! 1 5/201K 450 110A
Florida Building Code Online https://www.floridab(ii[tting.org/l-)r/pr,,app__dtl.aspx'?I),,irltin,:=w(iEVX...
Potri-ct Va ::akq I la Tr a" Ft 3,0951 PNI-10: OQATZ14Z4 The
State of Florida is an AA1FEQ employer CQLYY'nql!!"?'QQI"IQIa 5wltroent UnderFiorda
law, email addresses are public records. If you do not want youre-mail address released In response to a public -records request, do not send electronic mail to
this entity. instead, contact the otWe by phone or by trotAlonal mall, Lr you have any questions, please contact 050,487,1395, 'I"U'stOnt to Section 455.275(
1), Florida Statutes, eftcclwt October 1, 2012, Irensees, licensed under Chapter 455, F S, must provicle the. I)epartment with an email address ( they have one. The
ernails provided may be used for official communicition with (lie licensee, However email addresses are public record It you do not wish to Supply d personal address,
please provide the Department wth an emag address which can be made available to the public, lin determine 4 you are a licensee under Chapter 455, KS.,
please click [Ifff , Product Approval
Accepts: MI U- [
go Ej CM Credit Gald Safe
of 4
4/
15/2018,
4:50 PM 4
THERMANTRU
0
THERMA TRU DOORS
4:-:5 '7
SMOOTH STAR & FIBER CLASSIC
FIBERGLASS SINGLE ,impAcr'DOOR
wl "NON-IMPACr'SIDELITE
INSWING / OUTSWING
2 N ERAL NCTES
pxcauc: hoi been evaluated and js in como.crtce V,th the 61t, zdiiion po Ip; qcr dc fk lhg Code (FBC)
stnrcturcj Tea ,uiements jncju&- the -necane "HIMD, 2.
PToaftjc, ar-chon sh C4 be a, led and 3` CCaa as :horn on Cie tCds. ArCnOf eMbe,MeM To aCs-- 'nate lej ShCo be beyond
wc:9 cressiingorstucco. n and
does riot Win c,,sed'n th,e"HVHrthe opaque dmcomp L eswfth,ecI io 1116260ftthe P! ork t c Bukoefir 9 wm,p*,g oMn, Sectfon 1626
of the FBC. J. When :?sedin areas outside of
the `t,.vH.r,,eqLrrg wind dome debris protecion, the opaque door comp9eswith Sections 1609 1,2 & does not
require an knPcc+ resWont =veAoq.-!nq opaque doer meets misse jLvel y cha jrns;des lftnd Zane 4
as defined ASIV E 1996 and F3C Sections 1609,;,22 P- -2 ideOes X! JZ s coyefing compivin,' 'lift)
FaC
Sec`, !609
1 2rrus', t-earoTectec .4th or., imp reststar, 5. For 2x slud framing construction. anchOrrX
of these ursts shall be the some as rhat shown for 2x buck mcscryY consInx-tion. 6, si'e c na cis
flhat aevlcle
ffcmbeaetcjts of,,N5 dra,,ng require = ^he a-gireevi", cnaiysls by c 1,censed engineer or registered architect, 7. COswmg confiGufaliChs J§
ng cocs1cl Aitem 44 :
order active doors, and -1 'it' "sed under the 5ideltes. meet water nflifal;on ;eq;*emwtS fcr'*rNH.Z. 3,
Tb-Mr,.g c0,fpaQticps and ovfswf-,
g configurclionsuSkIC -91 ;tern #5 undef the it co not meet the water nfitrafcn requirements Of for lhe"HVhr crd be instated
a*
Innon "habitable secsofhabitable locations PrOtected by an overhang or canopy R)ch -hc, the angle
between ti-e edge of canopy of OvelfdcnQ to sg' is less than 45 degrees, C.A. MAME 37.75'MAX , 14ME weirFR kN
36,OTMAX . PANEL
WIDTH VODTH 1
c- W64. T—
z x C
T OVERALL
DESIGN
PRESSURE
f?SP)
DOOR
TYPE
SINGFRAME
D)
MENSi<)N POSITIVE NEGA771VIE S, INSWING
J54JF x 9&
00" M0 60.0 STAR
OUTSWING 54.75"x 96,50" 65.0 65.
0 INSWING 54.75`x 9&00" 60.0 60.0
I FIBER CLASSIC OUTSWING 6477 x =96,50- 1675-0
0 S,- -
heel 10;v deaf n pre 4( z I—
BY DWS LFS
41 (43)
hEXTERIOR407t
19,% Z6;z68
INTERIOR 46 42
6 oa
rl HORIZONTAL CROSS SECTION
2 47
4.07 cd
M,
yTF,4
n13 OPNMS
OF PANEt% EXTERIOR INTERIOR
C42 IA - --------
DBAIL A -A
tn
ci :s z
U)
47 c eN
000000 2C44
z
403
f
cooco o.
000000
coo 000
cco C00
ovo 0000
0 0 C)o
Z>o OC o C) E77-fu
o 0 000, 0 '
28.86% CPEN "2—'\. YfRDCAL CROSS SECTION 0M 05/22/M
0 scALE- N.7E.
DAIS
Lo 0.o G.00 11 sr. LFS
mmwm Noz
g AILA-A
Pone, Te"orcem-en', ;wa-wILI
9
Ii,
S
0,67 EXTERIOR
7"
OETAJLA-A
iPANEI
ok7AJL A -A
Pond rerfcrcemenl
28.86% OPEN
AREA MAX.
INTERIOR
1 HORUONTAL CROSS SECTION
3
4,07
1.53.
11TMg, 7
TOP Ii 43'-,rIOCK Q11
r44 I WGE MLE11!:)
6
2
till W
0 In z
EXTERIOR !NTERIOR
VERTICAL CROSS SECTION
CZ
cm
E
i
ZAq 5 6 RIL
CZ
cr
I a5i'Mit
05/22,fj8
BY.. Dws
BY, FS
W,IG Mai
FL — 8 9 7 7. 6
7 3 OF
I
13.75"MAX
PANEL
WE)TH
7-
LLn
070 _SlDtUll FANR
F/ //7/
701 l'
MILE
LL — co
7 BOTTOM RAILsioeft
V',MAX. DIL
PCi7MOR
I 1 HORIZONTAL CROSS SECTION
4 -f-,
T'tAAX D.0
pa-MM
WTERiDR
1, HORIZONTAL CROSS S9CPQ9
fFkXK Classic)
MAk D.L
2jpL B
INTERIOR
3, HORIZONTAL CROSS SECTION
6Z 6
S x zo
I *c w
Ln
1-1 —I SCALL. M.T.S.
IRS. BY.
cm or, LFS
3w-w ho
ER4VERTICALCROSSSECTION !—S VERTICAL CROSS SECTION /'7i'\ VERTICAL CROSSSECT'Ok F-88711.6
crcn) 4 '(Fbt- d-sic) stof)
S W A V
J-1brMN.
emB, (TY?.)
HORIZONTAL CROSS -SECTION
5 SrC+'r7Wjixsutkx
2, HOVIOKTAI CROSS.SECTION
I HORIZONTAL CROSS SECTION
aka app<avad
1p 10
z 0,0 0
0 n z
o
EO cc w
5
O
1z
1-lid" MN,
EMB. PF.)
3 "\,HORIZONTAL CROSS SECTION
also opproved
5/22/08
N.T.S.
err.. Dws
sr LFS
FL-8871,6
EXTERIOR INTERIOR
1 \ VER17CAL CROSS SECTION
EXTERIOR
4' VERTICAL CROSS SECTION
sae gewd notes sbeef 1
for IrfvHr water infutmtw
z
CA z c:
zc
C]ID
EXTERIOR .L'/-!- INTERIOR
2 vERucAL CROSS SECTION
k,l Shown wPX sub -buck
INTERIOR EXTERIOR INTERIOR
VERTICAL CROSS SECTION
ewmM configuiattot "tfYti2" water in#dtratian
ion
0.,
2
Z ow 0
0 r -Z
w
VERTICAL CROS S
16 CYalswe can of
see ge al no es west 1
fo, *h ffi" wztw infbofix, recrukarnems
INTERIOR
EXTERIOR le
sheet I 11119:;9=1111--ftato L.
N.T.S, 8r.
DVIS FL-
8877.5 0,
m
9 8
EXTERIOR INTERIOR
I VERTICAL CROSS —SECTION
o"Wig
coo oppoved
EXTERIOR INTERIOR
J)IERTI CROSS SECTION4 VERTICAL CROSSVERTICA ,=' E'
7 wTWrg con5gacftj
A
EXTERIOR RPR
2-', VERTICAL CROSS SECTION
EXTERIOR INTERIOR
VERTICAL CROSS SECTION
27c%rai ce
A
4K
Z6
INTERIOR EYTERi6k-,,,,, on wz
cz
r—
22
cc
3 VERTICAL CROSS SECTION
INTERIOR EXTERIOR
6 VERTICAL CROSS SECTION
MU
t2N
La
tl
wm 05122108
SCAM N.T.S.
Br. lives a
LFS
4
ofvjm ma.:
2
FIL —88 7 J. 6 a
Z oF
4--
8" —4;
7-
3'
D5 1.1 TYP. HEAD
TYP. HEAD & MASONRY iqJAMBS Li
MASONRY J
OPENING JAMBSOPENING 3I
MULL%
SHOWN R
FRAME
REFERENCE ry
ONLY 0
TYP.
2X BUCK- 1 3 d to 2XBUCK - MULLION
I F
TYP, SILL l
Typ SILL
Al
KICK ANCHORING HWGE JAMB FRAME ANC tlOtSNfi
Masonry' 2X buck OOISVuctian
CONCRETE ANCHOR NOTES:
I. Concrete ar)c.,,Or locations at the comer; may be odjtnJeC to mcr;ntain the min.
e,lge ostances to ma talPylM
2 Concrete artcriar jocaff= noted as "MAX. ON CENTER"mst be o*nted io
maintain the rrun, edge cL-ponce to martorjoints, additional concrete anchoa
may be requred to ensure the 'WW. ON CEN7--r dllrnenslOn ore q0T exceeded.
3. Concrete anchor tobte:
MIN. CLEARANCE Mim CLEARANCE
ANCHOR' ANCHOR MINMIN.
TO MASONRY TO ADJACENT
TYPE SIZE EMBEDMENT EDGE ANCHOR
ITW 4"
TAPCON-
21 JI 2)
ELCO
114" 1-114- 1 4"
I ULTRACON6i — HINGE DETAIL
WOOD SCREW tNISTAI-LATIONNOTES:
1, Mointain a rninknum 5/e'edge dzfmce, Vend c0stcnce, & spacing Of
wood screws to preven', the splitting Of W00c,
41
0. Q!
4,0
0
0 Z,
or,
S .2ma:a
o
STRIKE JAMB
LATCH A DEADBOL'DETAIL
P oNP
051221_08
Z: N,T,S.
Dws
LFS
8371,6
8 OF
Ln
3"
THISANClrCR REaD
ONLY WHEN OP > 60.0 PSF
MASONRY
OPENING
FRXME
IX BUCK -
z
47
CAI f
TYP. HEAD
JAMBS
YP, SIL
HINGE JAMB
CONCRETE ANCHOR NOTES; fRAMEANCHORING
ocations cI . Concrete anchor I the Comets may be adjusted to mcintcin the min. YcsoM IX buck constn;cticr, f
edge dib-tance to mortar joints.
2, Concrete anchor to-cclions noted as "MAX. ON CENTER" must be ccqusted To
mokljoin the rrdr.. edge distance to mortar joints, cddibnd concrete cna
moy be repukad to ensure the "MAX. ON CENTER" dimension are not exceeded.
Z. 3. Concrete anchor fabie:
3 MIN. CLEARANCE MIN. CLEARANCE
2 ANCHOR 'ANCHORI MIN. TO MASONR Y TO ADJACENT
TYPE 'SIZE EMBEDMENT EDGE ANCHOR
ITW
TAFCONv 1- 1 /4" 2" 4"
R Ely V INS TA. L. . A 1; U tw
e, & rac, spacing ot
J NOTES:
7. Maintain a 51r edge 6stance, 1'end clis"anc
wood screws to preverifthe Sorting of Wood,
MULaCN
Yp SILL
SnUKE JAMS
LAXH & DEADSOLT DF-AIL
HINGE MAIL
A ..............
A'
z
0 M Cz
e8 E Zi-,jaJ0:
E N.T.S.
BY: DWS
er LFS
FL-8871 .6
Ti: -__,
5.72"
2, 14"
21M.1w.1116 9
2'Gi - ASS 3/4- THK.
Bu GLASS
1/8`7FMP.
AIR SPACE
I/F - Ew
SWIGGLE GLAZING
SPACE
urwat+m glens
C,
A)( DESIGN PRESSURE 50 PSF
C22 Spicer
i'THK.
GLASS 7116- GLASS,_,
AIR S?ACE
VFTEMF.
GLAZING
GLAWlG DETAIL
SME
GLASS
1 /8- TEmp.
AIR SPACE
I$, TEMP.
25" STEEL
IN'TERCEM
SPACER
fl
CIE
L7 N.T.S.
Irn. Dws
ew—LFS
mo "C-.
FL-8871.6
V
zY
Tp'i
L'
Z
Z
2OU
2
0
3
C
9
Y
Florida 13tiWiding Code Online
6
https://www.floi-i(tabitil(iiiig.or,g/pr,ll)r,app
0
KISHome WgIn User Registration Not Topics SubmkSurd,arrie Stat5&Facts PutmcaWls FRCStaff BCISSite Map Wks Search bPduct
Approval dp''rro USER: Public User kM >
App tin. Detail a
st ZiZ
FL # FLI 5332 -R4 Application
Type Revision Code
Version 2017 Application
Status Approved Comments
Archived
Product
Manufacturer MI Windows and Doors Address/
Phone/Email 650 West Market Street Gratz,
PA 17030 717)
365-3300 Ext 2560 bsjtlinger@miwd.
corn Authorized
Signature Brent Sitlinger bsitlinger*
miwd.corn technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Rhone/Email Category
Exterior Doors Subcategory
Sliding Exterior Door Assemblies Compliance
Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who developed Luis Roberto Lomas the
Evaluation Report Florida
License PE-62514 Quality
Assurance Entity National Accreditation and Management Institute Quality
Assurance Contract Expiration Date 12/31/2018 Validated
By Steven M. Unch, PE Validation
Checklist - Hardcopy Received Certificate
of Independence Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code FL11
5332, RA, CO[, Standard
AAMA/
WDMA/CSA 101/1.5,2/A440 Y-%-
K 2008
1
of 3 4/ 151'2018, 5:08 PM
Florida Building Code Online htips:llwww.floridabuildiiig.org/pr/pr_,app,_(Jtl.aspx?par-,iiii--,,A-,(iF,'.VX
6
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date. Approved
Method 1 Option D
08/11/2017
08/13/2017
08/15/2017
10/10/2017
Summary of Products
FL # Model, Number or Name Description
15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"00" NON -
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15332 R4 11 06 005100L,pdf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER 1*0 APPROVAL DOCUMENT FOR DESIGN 1`1-115,132 R4 At-_51080/11P(If
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"xW' NON
REINFORCED
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure, N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
15332.3 SERIES 420 ALUMINUM SGD
RFINFORCED
Limits of Use
Approved for use in HVHZ- No
Approved for use outside HVHZ: Yes
Impact Resistant, No
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
15332.4 SERIES 420 ALUMINUM SGD
REINFORCED
Limits of Use
Approved for use in HVHZ-. No
Approved for use outside HVHZ: Yes
Impact Resistant, No
Design Pressure: N/A
Other: REFER 10 APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
15332.5 SERIES 420 ALUMINUM SGD
REINFORCED
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other. REFER 10 APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
15332,6 SERIES 420 REINFORCED
ALUMINUM SGD
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Installation Instructions
FL15332 R4,11 08-0049FJE.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15,132 P4 AL 51,0805D,pdf
Created by Independent Third Party: Yes
SERIFS 420 ALUMINUM SGD REINFORCED OXO
145-3/4"x96"
Installation Instructions
R4 11, 08-02'48C,l-X.lf
Verified By: Luis Roberto Lamas 62514
Created by Independent Third Party., Yes
Evaluation Reports
fi15332 R4 AF 512968C.I,)(Jf Created
by Independent Third Patty: Yes SERIES
420 ALUMINUM SGD REINFORCED OX, XO, XX 96'*
x96" Installation
Instructions FLIS331
R4, 11 08 02249(—pOf Verified
By: Luis Roberto Lomas 62514 Created
by Independent Third Party: Yes Evaluation
Reports FLI5331
R4 AE 512969C,pdf Created
by Independent Third Party: Yes z
SERIES 420 ALUMINUM S(--,D REINFORCED XXX 1.13"x96" 1
Installation instructions R-
15332 R4 11 06 02250(.,p(11` Verified
By: Luis Roberto Lomas 62514 Created
by Independent Third Party: Yes Evaluation
Reports FLA
5332 Rl AE _512970(-'--pdf Created
by Independent Third Patty: Yes SERIFS
420 REINFORCED At LIMINUM SGD OX, XO, XX 96"
X96" Installation
Instructions FL15332,
R4 11 00-0499E.Qfff Verified
By: Luis Roberto Lomas 62514 Created
by Independent Third Patty: Yes 2
of 3 4/ 15,2018, 5:08 PNI
Florida Building Code Online
I
httl)s://www.floi-i(labuil(ling,orl,,/pt-/pi- app dtl.aspx?param- wGFVX...
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
Evaluation Reports
FL115i32 R4 AF 5108(lW[Of
Created by Independent Third Party: Yes
15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96"
ALUMINUM SGD
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other; REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
15332.8 SERIES 430/440 ALUMINUM SGD
Limits of Use
Approved for use in HVHZ; No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure, N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
15332,9 SERIES 430/440 REINFORCED
ALUMINUM SGD
Limits of Use
Approved for use in HVHZ*. No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure* N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
Installation Instructions
Verified By; Wis Roberto Lamas 62514
Created by Independent Thirdd Party: Yes
Evaluation Reports
F1,153Q,114 AF 510808D,(u#
Created by Independent Third Party: Yes
SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON
REINFORCED
Installation Instructions
F I I ",'i 12 R4 11 () 6 H (If
Verified By: Luis Roberto Lortias 62514
Created by Independent Third Party: Yes
Evaluation Reports
R4 At- 5108091),j1(If
Created by Independent 'I hird Party: Yes
SERIES 430/440 REINFORCED ALUMINUM SGI) XXX
143"x96"
Installation Instructions
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
R4 AF 5t0WQQ,pdl`
Created by Independent Third Party: Yes
Sack: 1146.1t:
CqqW&U,4:: kUI[4o1r$LQftrrRAAt1,
The State Of Florida is an AAICM employer. 5-taIg of Florida, Ke6irpdl, $ko
Under Flor4a law, email addresses are pubic records. If you do not want your email address released in response to a public -records request, do not send electronic
mail to this entity. Instead, Contact the of by phone or by tradCional mail, It you have any questions, please contact 850487.1395. "Ptmsi,iaut to 5e(TuOR
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide, the Depannuerit with an emad ackulass if they have
one. The emaA5 provided may be used for offic.cal communication with the ficensee. However email addresses are public record. It you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the pubic. 10 determine if you are a licensee under Chapter
4SS, F5,, please ckk Mrg ,
Product Appwal Aepts;
rT U:1 [0va-9 Fcc-I im
Crectil Card
Safe
3 of 3 4 it 5/2018, 5:08 PM
NC ES:
T,;E PRODUCT --CWN HERE,N is 'DESIGNED AND MANUFACTURED TO ComrL" WITH
REQUIREMENTS OF `T E 7i_CROA 3U1L",iNG CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHCRED TO PROPER'_y
TRANSFER ALL,"SAGS TO S-RUCTURE. 'RAMING I N0 MASONRYOPENiNG is '-,E
RE5P()NS;8lL7y OF T-iE ARCHITECT OR ENGINEER OF RECORD.
3, IX BUCK OVER MASONRY/CONCRETE IS DPTiCNAL. 'WHERE IX BUCK IS NOT JsFrU
DISSIMILAR MATERIALS MUST BE SEPARATE, WITH APPROVED COA-ING OF MEMBRANE.
SEI CTiON OF COATING OR MEMBRANE 3S 71HIE RESPONSi81U— OF THE ARCHITECT' OR
ENGINEER OF RECORD.
4 -PiE DESIGN OF THE RROCIUC- ALLCWAP;_ STRESS INCREASE OF 1/ NAS NOT JSED N -
SHOWN HEREIN. WIND LOAD DURATION FACTOR WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5, FRAME MATERiAL; EXTRUDED ALUMINUM 6C63-T5,
5. UNITS MUST BE GLAZED PER AS7M 7i'BCC_G4/09 lwj7lj SAF=—j GLASS,
7APPROVED IMPACT PRO7CTfVE SYSTEM IS R"';URE 10R -'I-IS PRODUCT IN WIND BORNE F8R!
S REGIONS, B.
SHIM AS REQUIRED AT EACH INSTALL4TCN ANCHOR WITH ICAO 'BEARING SHIM. SHIM WHERE SPACE
OF 1/16" OR GREATER OCCURS, MAXIMUM. ALLOWABLE SHIM STACK TO BE 1/4-. GREA-
F I - 9- 000R ASSEMSUES !NSTALLE D WHERE OVERHANG RA71C IS EQUAL -R _R THAN 1,0 GO NOT
REQUIRE 'WATER INF!LTRATION RESISTANCE. OVERHANG
R,ATO = OVERHANG LENGTH/CVERI-ANG HEIGHT 10.
FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #1,0 WOOD SCREWS WITH SUFFICIENT
I N, 8' A O:AiE LE, GTH -0 ACHIEVE A 1 31/ MINIMUM EMBEDMENT INIC SUBSTRATE. ANCHORS
AS SHOWN IN ELEJATONS AND INSTALLATCN DEALS. CONCR -
USE / N 7ORANCHORINGINTOMASONRY/ E7 T ApCONSNp SLIFF cEN7 _E, GTH TO
ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DiSTANCE.
LOCATE ANCHORS AS SHOWN IN ELEVATICNS AND NSTALLA710N DETAILS. 12,
FOR ANCHORING INTO METAL STRUCTURE JSE J10 SMS OR SELF DRILLING SCREWS WITH SUF
IOENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYQND STRUCTIURE NTERiOR WALL.. LOCATEANCHORS
AS SHOWN !N ELEVATilONS AND INS-A:_-470N DE-749LS. 13.
AL: - FAS7ENERS 70 BE CORROSION RESiS7AN71- 14.
INSTAL; 4710N ANCHORS SHAtl BEINS-ALLED IN ACCORDANCE W17H ANCHOR IMANUFACTURER'
S INSTALLATION tNSTRUCTONS ANO ANCHORS SHALL NOT BE USED IN SUBS-
RA.7ES WITH STRENGTHS LESS THAN THE MINIMUM S7 ENGTH Sp--C!FED BELOW: RA, '
4000 - MINIMUM SPECIFIC G GRAVIT' OF G=0.42 C.
CONCRETE - MINIMUM COM _S - R_ H _PRFIZJVP5 FNGT OF 3,192 PSI. MASON13Y -
STRENGTH CONFORMANCE I -0 ASTM C-90, GRADE N, -YPE 'I !OR GREATER), 1
METAL STRUCTURE: STEEL 180A, 33KS; OR ALUMINIUM 6C635-15 048' —,ICK MlNiMJV TABLE
OF CONTENTS SHEET
NO.; DESCRIRTION NOTES
2 -
L:VAT ON 9
iNSTALL.ATICN DETAILS LIATI-
ADDED
r-ARTS R.L. REVISED
PER NEW TESTING laps/13 R.L. ADDED
F.ANGE NSTALLATICNS 12135113 R.L. REVISED
NSTAL-AIlom DETAILS 15 P-L RE'
ASED NSTAL_A7*N DETAILS 06/22/17 R.L. Mll
WINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ,
PA 17030 SERIES
430/440 XIX SQGO 143"
x 96" REINFORCED NOTES
F.
A. 1 2 =
fNTS0 /23/09 —1 OF 9 L.
R081F.9TO LOMAS P. E. AC
SIGNED:
0612212017 0
ATE
OF tow0-
Luis
R. Lomas P.E. FL
No.: 62514
143" MAX, FRAME WIDTF,
12) ANCHORS PER LOCATION
SEE C-iARTI #3 FOR
NL;MER OF LOCATIONS REQUIRED '
7 6"
MAX MAX
6" MAX 6"
MAX 7"
MAX 96'
Mt,
X RAME
HE
Gli- MA.
x SERIES
4301440 XJX SGD EXTERIOR
VIEW DESIGN
PRESSURE RAZING F±
40,OPSF NONE SEE
CHARTS #? AND 4;2FOR OTHER UNITS RATINGS NOTES
1,
MAXIMUM PANE:, SIZE 48 9a 2
MAXIMUM as 314'x 90 5/6' HARDWARE
SCHEDULE F-
A:- MOUN-EC 11MIDLE SE7 l95-04- 145) A- 37 314- ON Cc-NTER =ROIM PVqE. 9077 01V 1)
ME-7, ALOCTANDEM RO-LERS AT, EACH END OF PANE- BO-TOM RAILS LUMINUWI
6M-Ta REJN;:4RCEMEN7 (Wl A7 ALL PANE- INTERLOCKS LUMINUM
606 75 REJN;:,OkCEhIEN'A.^37! JN7EFL0C-KADAPTOR AT IN =ACE OP OoETIABLE PANEL INTERLOCK 2ATE
fPPRG ADDED
CHARTS RCASEI)
DER NEW TEES-ING R.L ADDED
FLANGE INSTA-LATQNS 12/015/13 I R t REIASE[)
iNSTALLAT)ON DETAILS 06"05/15 R.- REWSEE)
NS,A-LATION DcAI-S 06/22/17 P R.L. CHART #
7 L---L- W,
14EREIVA TER INF,,!, TRA 770WRESISTANCE IS REQUIRED SEE NOTE
9 SHEET , Design p-
chart (pst) Frame it
Sn9L
Panel
and Tara! Frame VVift r; 30.0
345.0 42.0 1 47.7 10100 f26.
O0 143,00 90M PCs - ".v
P.. Meg PCs Ift PCs N-9 84.0
4C,.0 50,0 40,0 40,0 1 52,0 400 480 88.0
40o 500 40.0 17._ 4
40.
0 48.9 45.0 92,,2
40.0 59.6 Ile 40,0 1 46.1 40.0 423 1 96,0
40,0 58,E 70-0 CHART#2
WHERE WATER
INFIL7RA77ON RESISTANCE 19 NOT REQUIRE,' SEE NOTE
9SHEE-1 1 Design pressure
chart (psf) panne S
n*
Pagel and Tota Frarm, VOdn n; 30.0
36 0 42.0 47,7 0.00
tat DO 126,00 142,00 Pas MegPCs
s NagPCs Nag Pas Nag 84,0
6*,0 I aO,O 57.9 57.9 52X 2-CTSZO4&D 1 45,C S 0
o 60o50o 54,6 6 M49,049.0 48,9
AS 9 45.0 1 45.0 92 59.
6 1 59,15 617 517 461 1 42,3 42.3 56.6
1 %.6 437 43'? 411 CHART#3
Number of
anchor I"stionarequored Frame i*
Panel
and Total Frame V*19, (n 30.0
1 36-0 420 1 47.7 141 TJamb
Nu
Jamb HISS Jamb Jamb b Jamb 4.0
f 6 7 e 8 6 7 r---
IZO7
6 7 6 8 6 9 fl L 910767686o506MIWINDOWS
AND DOORS LLC 650 WEST
MARKET STREET GRATZ, PA
17030 SERIES 430/
440 XIX SGD 143" x
96" REINFORCED ELEVATIONS DRAWW
olvc
F.A.
06-D0503 NTS D7
02/23/09 Is 2 OFF 9 L. AGBFi=
7p 'VAAS A E 437 W-
100PGR'-RD U WISVP--E Nf 2,--'! SIGNED: 06;
2212017 rENc,' 9p
0 51,
7A7E OF
0 i...
Tl
11"loNAL LuisR. Lomcs
P.E. FL No.: 62514
7' 'MIN.
EDGE DISTANCE
WOOD FRAMING
31/8" MIN,
Ev,81',MENT
DR 2X SUCK
BY ;Ti-,'EzZS 3/8" MIN,
EMBEDMENT
1/4
MAX,
SPACE
wooc 2" MIN.
cDG DISTANCESCREW
11 o' WOOD
CREW
WOOD FRAMING
OR 2X ;3UCK
BY OT-FRS
EXTERIOR . : 1 i i Ji INTERIORI i 1 -
VERTICAL CROSS SECTION
WC,C,DFRAMING op2XBLJC,K)NSTA,LL4TiON NOTES,
Wl-,
Ei3lOPANOEX,ERICRFINISHES, BY OTHERS, NOT
SHCVOJ FCR —'1,41R!T, 2,
TO 3E OESIGp.'
EO)N ACC- -PRANCE WITH ASTM S21 ,2 CC
WCOC, SCREW
BE
SET #N F
APPRC'vED MIN.
VENT
WOOD
ZRAM;NG OR
2X BUCX BY
07HERS A
ADDED CKVCS 12 R.L. REIASED
PER NCIV TESTING R.L. C <
ADDED -LANCE NS7ALLAT;;0hS 12 /06/1. 3 R,L 0,
REVISED NS7ALTION CIE -AILS 08/05/1.5 R.L. REVISED ;hSiAL-
A,,K>N C,E7A1LS 1/4'
VAX, H;M
SPACE IN 7EFfIOR
IN L
EXTERIOR JAMS
INSTALLATION
DETAIL WOOD FRAMING
OR 2X 3+)CK W57ALL,4710N SIGNED: 0612212017
MI WINDOWS
AND DOCKS J—C 650 WEST
MARKET STREET G E IN GRATZ, PA17030PF SERIES
430/
440 XIX SGD 143" x
95" REINFCRCFD 4TA7 FRAME INSTALLATIONDETAILS0C;10 . 41, i.. .. 6
RV F.A.
08-005C3 E At I -uis
R. Lomas P.E. 147S 02/
23/09 OF 9 Ft No.:
62514
META' By
OTHERS MAX.
DGE
OS7ANr-F 1 SHIM
SPACE LS
1/2- MIN, EDGE
DISTANCE 10
SMS OR SELF
DRILLING I
Rl, SCREW EXTERIOR
INTERIOR -
IM5 OR SELF
DRILLING SCREWS
SJLL
ETO
OFBE
ET IN ASPROVED ABDSmsORSEA!
LANT METAL#
10 SL
S7
UC7URE
BY
OTHERS SCREW
jjj M,--
AL STRU;'
CTURE i
a" 0ERi
1/
2- MIN. j
EDGE DISTANCE VERTICAL CROSS
SECTION METAL
STRUCTURE INSTALLATION NOTES'
INTERIOR AND EXTERIOR
FINISHES.
By OTHERS NOTSHOWNFOR CLARITY 2 PERJMETEP
AND JOW; SEALAN'
SY OTHERS To SE DESIGNED IN ACCORDANCE WITH AST-
M E2112 1, /4" MAX, SHINP SPACE
INTERIOR EXTERIOR FtEvlslls
DEWRFIX)N
ADDED
StiART
5
REVISED PER
NEW TESTING ADDED
FLANGE wSTALLATIONS REVISED INSTALLATION
DEWS REVISED INSTALLATION
DITAJ-S a
iLil JAMB INSTALLATION DETAIL
METAL
STRUCTURE
INSTALLATION DATE AIpRc'
vM R.L.
R.L. 08/
05/15
R.L.
OF/22/1,7 R.
1 SIGNED: 0612212017 Ml WiNDOWS AND
DOORS LLC
650 WEST MARKET STREET GRATZ ,
PA 17030 0 Fly
ii E 0
SERIES 430/440XIX
SCID143" x 95" REINFORCED FRAME
INSTALLATION DETAILS OF 4
0 An - Luis R. Lomas
P.
F.
FL No.; 52514 REV F.
A. 08-00503
E
se1— 02/23/09 ISHE-
74 OF 9 L. POGFWOL-IYJAAPEi,32W-Ioc,
FORDRI)LEW)SY&
LE.P4 2702 2
1/2' MIN. 3" MIN.
SEPARATION I EDCZ DJS-,ANCE
1 7/4' MIN. 1 1/4' MIN.
EMBEDMENT EMBEDMENT
CCNCRETE"
MASONRY
BY OTHERS MIN.
OPTIONAL DS7ANCE
jX SUCK
To BE MAX,
PROFERL" N
SI
SECU R ED -.
1v SPACE
SEE NOTE 3 N" 3'
SHEET I MIN,
31-6- 7APCON SEPARATION
Ijj
EXTERIOR !IvTEpjop
7APCON
SIL- TO BE: SET, IN
A P-FD OF APPROVED
S—N-T
APCCN 1
EALA IICNCRE-;
E/MASONIR- BY
OTHERS MASONRY/
CONCRETE
By
OTHERS 1
IB/4 MINI, DAEOMENT
2
7/8- MIN. l" MIN. SEPARATION
EDGE DISTANCE VERTICAL
CROSS SECTION CONCRETE,
MASONRY INSTAL LATION 1/
4' MAX, SHIM
SPACE INTERIOR
I
DESCR*7730N DATE OPROVED i
A ADDED :,hARTS R- 8
REVISED PER NEW TESTING 113 R"_. c
ADDED 't.ANGE INSTAL-ATIONS 2/D5/ , 3 D
REVISED NSTALLATION DETAILS INSTALLATION-
37AILS 1 06/22/17 R. EXTERIOR
JA.
A413 INSTALLATION TIONDETAIL OP70NAL
IX BUCK COtjCqE7E MA—S&t-4RY!lVSTALLA7ICN TO
BE PROPERL'' SECURED
SEE
NOTE 3 SHEET NOTES.
VT
ERIOR AND EXTERIOR F,PvlSt4ES, BY OT, NOT
SHOWN FOR CLARITY 2,
PERiMETER AND J'OhNT SEALAN r 8 Y 07N1ERS TO BE DESIGNED
IN ACCORDANCE WITH AS, M E2112 SIGNED.,
0612212017 MI
WINDOWS AND DOORS LLC P. L 0 650
WEST MARKET STREET GRATZ,
PA 17030 SERIES
A30/440 XIX SGD 143"
x 95" REINFORCE) FRAME
INSTALLATION DETAILS :'-p 4TATE CF of'
E
0
ROt F.
A. St'
L-' NTS 02/23/09 1-5 OF 9 L
R05FR70 LCOJAS a -- Luis R, Lomas P.E. 1432
ArA rFCIRD RD—EWSWI L;- NC -270203 FL No.: 52514
REVIS"s
MIN.
EDGE D!S-,ANCE A 1 ADDED CHA,S R,L.
8 I REVSED PER NEW TESTING 10/15/12 R.L.
C ADDED FLANGE IN971ALL4PONS 92/06/!2 R.L.
1 3/8" MIN.
D R,--',SED N 71ALLATIQN 15 R.L,
00 FRAMING --/'I EMBEOM7N7 DETAI
OR 2X BulK
BY OTHERS
E REVISED INSTALLATION DETAILS 06/22/17 R.L.
E MB Z DM E 14TMiN. SHW SPACV.AX
E
1 /4'
VAX,
sHim I INTERIOR
SPACE
L
112" MIN.
0 WOOD
Q
EDGE D674-E
1
SICK El I
EXTERIOR
10 WOOD
SCREW
WOOD ;7RAMIN
OR 2X BUD'
BY OTHERS
INTERIOR
I -- wox
SCREW
SILLTrj BE SET IN
A BED 07 APPROVED
SEALANT
1/2" MIN.
ESE DIS7iANCE
VERTICAL CROSS SECTION
N000 FRAMING OP 2X SUCK INSTALLA TION
NOTES:
1. INTERICRANDEX7ERIRR FINISHES, BY OTHERS,
NOT SHOWN FOR T' ARi--
2 PERIMETER AND JOINT SEALANT Sy OTHERS TO BE
DESIGNED IN ACCORDANCE WITH, AS! M E2112
WOOD ;7RAM;NG
OF 2X BUCK
21 OTHEPS
1 3/8- MIN,
EMBEDMENT
V]
EXTERIOR
JAMB INSTALLA TION DETAIL
WORE FRAMING O,,R2XBUCK ,'N'STALLA7701\' SIGNED:
06,2212017 MI
WINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ,
PA 17030 0%!
M!11" L0irr S
SERIES430/440 XIX SGD 143"
x 96' REINFORCED FLANGE
INSTALLATION DETAILS 5 IATE OF Luis
R. Lomas P.E. FL
Na.; 62514 1
DRww:
F.
A. awc
wa. REV 08-
00503 E SCAL:
NTS I— E—/23/09 1-6 OF 9 CRD
IEW 'Woo '4L
METAL
STRUCTURE
ay 10-11ERS
EXTERIOR
1/2' MIN.
EDGE DIS-ANCE
11/4- MAX.
SH;M SPACE:
OR
LUNG
2-'
MN.
EDGE
iS7ANCE
C' SwS DR -7
SELF DRIL-JIG
ScRews
1/4- MAX.
SHIM SPACE
INTERIOR
R-
WE APPROVED
A ADDED CVUrS R.L.
a REVISED -R NEW TE5`,;NG
C i ADDED cl-kNGE INSTALLATIONS 12/06/1 Z! R.L.
NI-TALLADON DF,"AlS 045"05/11 R.L.
REVISED NS7ALLATION DE-AJU 38/22/1-1 R,L.
Si; L -0 BE H N
A BED OF
AP ROVED HALAN'
10 SMS OR METAL
SEI z DR ING E;7R MECTURE
BY CTHERZ EXTERIORLL
METAL
RS'JC-JRE I JAMB INSTALLATION DETAIL
S OTHERS , METAL S7RUCTURE WSTALt-47ICN
1/2- MIN,
EDGE DISTANCE
VERTICAL CROSS SECTION
ME -AL STRt;C7URE AN$7ALLA 'CN
NOTES
I. WTEPiOR ANO EXTERICR FWlShES, BY OTHERS
NOT ShCAINFOR CLARITY.
2 PE,31AfETER ANC ,;0,'NT5EALAA(?' OY OTHERS 1-0 BE
DESIGNED WACCGROANCF Al1THASTUE21,2
MI WINDOWS AND DOORS LLC
550 WEST MARKET STREET
GRATZ, PA 17030
SERIES 430/440 XIX SGD
143 x 96" REINFORCED
FLANGE INSTALLATION DETAILS
F.A. 08-00503
3 IOA7 02/23/09 9
L POBER TO , OVA: " jF
43? fvrCDFIFC;W LEWS'lr" f-, PIC 27= SIGNED:
0&2212017 0
E
N 0'
G 0 0F '.i44a, Z: 4
Luis
R. Lomas F.E. FL
No.: 52514
1 1 ' /2" MN,
CONCRETE/ SEPARATION
MASONRY
ell, OTCic-RS
MIN.
EDGE OISTIANCE
es I
OPTIONAL
1X BUCKt
To BE
PROPERLY
SECURED
1/4" MAX,
SlIV, S-ACE
E NOT-- 3
SHEET
3/16- -,A-CON
EXTERIOR
3/16" TA PCON
INTERIOR
1 114- M;N I ' 14" VAX.
EMEIEDMENT SHIM SPACE
T—
MIN
EDGE D!S-,ANC--- INTERIOR
3'
MIN.
SEPARATION
31'6' TAPCON
SILL TO BE sET IN
EXTERIOR
A BED 07 APDROVEE
SEALANT
CONCRETE/MASONR"
BY OTHERS
MASONRY/
CONCRE-1 E jyL
4' MIN,
EMBEDMENT
2 7/8" MIN. MIN,
SEPARATION EDGE US-FAINCE
VEP TIOAL CROSS SECTION
00N,l,q=7E1MASONqY INSTALLATION
OPTIONAL IX SJOK
TO SEE -ROPFR-Y
SECURED
SEE NOTE 3 SHE-E- 1
RE- DESCRIPT" WE
A ADDED Cr1 RTS
8 REVISED PER NEW TESTING 10/15/13 R.L.
C ADDED RANGE INSTALLATIONS 12/06/13 R.L.
D REVISED INSTAL-ATtON DETALS 08/0,5/15 R, L'
E REVISED INS7ALLATION DETAILS 05/22/17 7, T--j
7
JAMB INSTALLATION DETAIL
C0,14CRETEIMASONRYINS,-ALLATtON
NOTES:
7, IN-30?1OR AND EXTERIOR FINISHES BY 07rfERS
NOT SHOWN FOR CLARITY
2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SIGNED: 06,22,2017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
PA 17030GRATZ,
SERIES 430/440 XIX SCI) o 51
143" x 96" REINFORCED
FLANGE INSTALLATION DETAILS 04TATE OF
0,
OR IV" DRAW avro w,
F.A. 03-00503
NTS 1— 02/23/09 1'FE-8 OF 9r- L Lows P,z Luis R. Lomas P.E.
VI.VVOM50RC RD LEWISVILLE, NC.?7023 FL No.: 62514
134-w-OW9
5 ' /8- MIN.
EDGE DIST,
Rim
INTERIOR
MASONRY/CONCRETE
BY OTHERS
HOOK 3731P
1/4- MIN,
MBECMEN
1X jCK 3Y OTHERS,
1X 'CK TO BE
PROPERLY SECURED
3/16-
EXTERIOR PANEL iN7ERLOC-K
HOOK STRIP INSTALLATION
MASONRY ONOP 77E
METAL STRUCTURE
BY OTHERS
TRIM
INTERIOR
HOOK STRIP
REV 7 RVIED
A ADDED CHARTS 3/ Z 12 R.L.
1 RCASED PER NEW TESVNG 10/15/13 i R,L,
C i ADt)F.0 -FLANGE 4N57ALLATIONS 1 06/1' I",:,/ I LL
F I REV= INSTAL:ATJG CE7,131-S P.L.
l.`SED NVALLADON 0ETAJLS
112" MIN.
EDGE DISTANCEISTANCE
SCREW
PANEL
1/2- MIN. EXTERIOR NTERLXX
EDGE DISTANCE
HOOK STRIP INSTAILLA TION
METAL STRUCTURE
INTERIOR TRIM
i, 3/8" MIN.
MEEDMENT
I
STRIP
13 Wocc, vi i SCREW
EXTERIOR '-- PANEL INTERLOCK
HOOK STRIP INSTALLATION
2x BtcKi wC-00 FRAMING
NOTES:
7, iNTEPIORANOXlEj{IORFINISHES 8YOTHE,3S, NOT
SHOWN FOR CLAFIffly 2.
PE,41MEIEPAND ,;CINTSEALANT 3YCT,'4ERS T08E DESIGNEC 'A ACCOROAAt-
C,: WiTHAST M --712 MI WINDOWS AND DOORS
LLC 650 WEST MARKET STREET
GRATZ, PA 17030 SERIES
430/440 XIX
SGD 143" x 95" REINFORCED
HOOK INSTALLATION DETAILS F
A SIGNED: 06122/
2017 R
L E Ny',
T T
44,:: ATE
OF0. lx" OR
0"' Luis R. Lomas P.
E. FL No.: 62514
Florida Building Code Online
I
https://www.tloi-idabLtitdiiig,org/l)r/pi- app dtl.aspx?parain=wGI-'1VX...
WAS Horne W(j In User Regi,,UaWn Hot Topics Stj"k cuc'Chalrje Slats & Facts PUblWWK)nS Fac Staff W-IS Site Map L.,ks Search
dProduct Approvalbpr3USER: Public User
t-iaqu , lr,AWUQr APL',.dtlun 5,ada,!> 4iRlkslt.3tl7L5t -' Application Detail A
nFL
FLIS279-RS Application
Type Revision Code
Version 2017 Application
Status Approved Comments
reapply 11/28/17 Archived
Product
Manufacturer Clopay Building Products Company Address/
Phone/Email 8585 Duke Blvd. Mason,
OH 45040 513)
770-6062 mwesLerfield@clopay.
corn Authorized
Signature Scott Hamilton shamilton@clopay.
corn Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Category
Exterior Doors Subcategory
Sectional Exterior Door Assemblies Compliance
Method Certification Mark or Listing Certification
Agency Intertek Testing Set -vices NA, Inc, Validated
By Gary Pfuehler Validation
Checklist - Hardcopy Received Referenced
Standard and Year (of Standard) Staj3da rd YARL ANSI/
DASMA 108 2005 ANSI/
DASMA 115 2005 ASTM
E1886 2002 ASTM
E1996 2002 ASTM
F330 2002 Equivalence
of Product Standards Certified
By Florida Licensed Professional Engineer or Architect FLI
52 79,,R5, E(Iutv_'Q1 /Q809 FIX: - t)A!-',(-IA 108 equiv,p(it FPIC -
DASMA 115 eqwv.p,)t I
of 7 411 15120 18, 5:17 I'M
Florida Building Code Online liLlp,-,://WWW.flot-i(labitilditig.oi-g/pr/'pt-,-_,app_,dti.aspx"pkiraill -NNGEN X_
I
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page
FL
15279.1
Method I Option A
08/10/2017
1112912017
17/05/2017
40 0 Pagel/8 a 0
Model, Number or Name 1 Description
001 W3-09 DSIE-IA171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.;
2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Single Car (up to 9'0" wide)
64, 65, 62G, 62LG, 64G, SDP38, WINDCODE(nl W3 Garage Door
SFL38, SRP38, 134, 135, 136,
6130, 6131, 6133
Limits of Use
Approved for use in HVHZ; No
Approved for use outside HV"Z,, Yes
Impact Resistant: N/A
Design Pressure: t-20 PSF/-20 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT r'neet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609. 1.4 FBC).
15279.2 002 W3-09 DSTE-1A471: GDISP,
CRISP, GDILR GRILP, ARISR
ARILP, EDISP, EDILP, 4132, 2132,
6132, SFC38, MFC38
Limits of Use
Approved for use in HVHZ- No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure. +20 PSF/..Zl, PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC),
15279.3 003 W3-09 DSIU- I A 171: 9130,
9131, 9133, HDP113, liDPFI3,
HDPL13, 7130, 7131, 7133, 8130,
8131, 8133
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: + 20 PSF/-20 PSF
Other., The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (re( 1609.1.4 FBC).
1S279.4 004 W3-16 DSIE-IAI71: 2050,
2051, 2053, 4050, 4051, 4053, 62,
64, 65, 62G, 62LG, 64G, SDP38,
SFL38, SRP38, 1,34, 135, 136,
6130,6131,6133
Certification Agency Certificate
Ft,15279 RSC, CAC Letter with proof of contrt)(J and proof
of inspectloo.pdf
FLI5279 R5 Ca CAC W3 listing_ jntertck,pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
PLIS279 R,511
Verified By: Intertek Testing Services NA, Inc.
Created by independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated
EPS (exterior skin 27 ga, min.; interior skin 27 ga. min.)
Single -Car (Lip to 9'0" wide) WINDCODEC W3 Garage Door
Certification Agency Certificate
F1 I 279 R5 (', CAC LeUci with prQtif of u)ntract and woof
V in peretion.(.af
Ft,15279 1 _ 7 C (AC W3 1_ijing,
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL,15279 R5 11 103952 fZev0l,pclf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Double -skin Insulated PUR (exterior skin 27 ga, min.;
interior skin 27 ga. min,) Single -Car (up to 9V wide)
WINDCODE(R-) W3 Garage Door
Certification Agency Certificate
F 1-15279, R5 CAC Letter with proof of rxlntt,)c;I, and pfoof
0( in';l,(Iton.p(If
FL 152,79 R5 C (-,A(: i i,C(ng Iraertek,pof
Quality Assurance Contract Expiration Date
05/21/2028
Installation instructions
FL15279 P5 11, 104175 RevW,p(JiF
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min,;
interior skin 29 ga. rnin.) Double -Car (9W to 16'0" wide)
WINDCODEe W3 Garage Door
2 of 7 4/15/20M 5:17 Mi
Florida Building Code Online
I
littps://www.floridabuilding.org/pr/pi-,,,app_.,(Itl,aspx" param-wGEVX_
Limits of Use
Approved for use In HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +20 PSFI-21 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT rneet the impact resistant requirement to(-
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279,5 005 W3-16 DSIE-IA471: GDISP,
GRISP, GDILP, GRILP, ARISP,
ARILP, EDISP, EDILP, 4132, 2132,
6132, SFC38, MFC38
Limits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ. Yes
Impact Resistant: N/A
Design Pressure. +20 PSF/-21 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.6 006 W3-16 DSILI-1A1 71 : 9130,
9131, 9133, HDP13, 1113PI-13,
I IDPIA 3, 7130, 7131, 7133, 8130,
8131, 8133
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-21 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the Impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
152793 007 W3-16 PAN-2F153: 73, 1500, 75,
190, 84A, 94, 42, 48, 55, 426, 48B,
55S, 4RST, 6RST, 4RSF, 6RSF Limits
of Use Approved
for use in HVHZ; No Approved
for use outside HVHZ: Yes Impact
Resistant: N/A Design
Pressure: +20 PSF/-21 PSF Other,
The OPTIONAL glazing available for this product meets
the wind load requirements of the building code but DOES
NOT meet the impact resistant requirement for windborne
debris regions. The product without glazing DOES comply
with the Impact resistant requirement for windborne debris
regions (ref 1609.1.4 FBC). Certification
Agency Certificate With
and proof of
In,p rlum•pttf W,
3, Liqinq Quality
Assurance Contract Expiration Date Installation
Instructions FL1527$
1 R5 11 101J$20(,vi3p11' Verified By:
Intertek Testing Services NA, Inc, Created by
Independent Third Party, Evaluation Reports
Created by
Independent Third Party: Gallery/Artistry/
Expressions: 1-3/8" Double -skin Insulated EPS (exterior
skin 27 ga. min.; interior skin 2/ Va. min.) Double -Car (
9'2" up to 16'0' wide) WINDCODF(j W3 Garage Door Certification
Agency
Certificate Fl, 15219
R5 C. GAC Letter with proof of cont i act, and proof of lospecAlon,
l)(if fisting_ hj(
ritek,pdf Quality Assurance
Contract Expiration Date 05/21/
2028 Installation Instructions
1:1,
115?79 R5 if 1040214-11ev0ij)(If Verified By:
Intertek Testing Services NA, Inc. Created by
Independent Third Party: I Evaluation
Reports I Created
by Independent Third Party: Double -skin
Insulated PUR (exterior skin 27 Va. min.; interior skin
27 ga, min.) Double -Car (97' to 16'0" wide) WINDCODFCR,1
W3 Garage Door Certification Agency
Certificate Ft,,J5219
R5 (7, CAQ'I,eut 4t yyt!jj p foo( and pri.?Qf of 1`
1,
15 ' 19 R5 (;_CAC W1 !nleftek,pdf Quality Assurance
Contract Expiration Date 05/21/
2028 Installation Instructions
F1,152/
9 Rl,i it 10416ii, RevQl 1),)f Verified By:
Intertek Testing Services NA, Inc. Created by
Independent Third Party: Evaluation Reports
Created by
Independent"third Party: Steel Pan (
frim. 25 ga.) Double -Car (97' to 16'0' wide) WINDCODE-01k
W3 Gat -age Door Certification Agency
Certificate 4 MP)
RS ('A(,,', ( (tl (r with prq0j "f fa(( zpl<1 j)(("?Qf FL15279 RS
C, CAC W3 Usting Quality Assurance
Contract Expiration Date 05121/2028
Installation Instructions
H 152/(),
R5 jt Verified By:
Intertek Testing Services NA, Inc. Created by
Independent Third Party: Evaluation Reports
Created by
Independent Third Party: 15279.8
008 W4-09 DSIE-IF171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310,
4400, 4401, HDG, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDGL, HDGF,
66, 66G, 67, 67G, 68, WINDCODEC3> W4 Garage Door SP200, SF200,
SE200, 6200, 6201, 6203 Limits
of
Use Certification Agency Certificate Approved for
use in HVHZ-. No FLI 5279 R5 C. CAC I,etter with piwd (A con(io,t and proof Approved for
use outside HVHZ. Yes of Impact Resistant:
No f I I, w /'j Rl,, (" i'A(,, W4 t i5ting Design pressure: +
28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other. The
OPTIONAL glazing available for this product 05/21/2028 3 ol'
7 41' 15/2018, 5:17 I'm
Florida Building Code Online lit,tps://www.floridtbtiildiiig.oi,g/pr/pi-,,,ipp__dtl,aspx?paraili=%'V(If,'VX..,
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for FL15279 RS 11 1,01652-13-RevIl,p(If
windborne debris regions. The product without glazing DOES Verified By: Intertek lesting Services NA, Inc.
comply with the impact resistant requirement for windborne Created by Independent Third Party:
debris regions (ref t609.1,4 FBC). Evaluation Reports
Created by Independent Third Party:
15279,9 009 W4-09 DSIF-IF471: GD25P, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS
GR25P, GD2LP, GR2LP, AR2SP, exterior skin 27 ga, min.; interior skin 27 ga. min.) Single-
AR2LP, ED2SP, ED21-P, 4302, HDGC, Car (up to 9'0" wide) WINDCODE* W4 Garage Door
6202, SFC68, MFC68
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No f-LI5;119 R5 C CAC Letter, with proof of contract and proof
Approved for use outside HVHZ: Yes of inspection.pcif
Impact Resistant: No FLt5279R5_C "C._W4 Usting-jr-itertek,pcif
Design Pressure: +28 PST/-79 PSF Quality Assurance Contract Expiration Date
Other: The standard glazing available for this product 05/2112028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for FL1W/9_R5 11 10396941-RevO2.pdf
windborne debris regions. Verified By: Intertek Testing Service-, NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Create(] by Independent T'hird Party:
15279.10 010 W4-09 DSIU-1F171: 9200,
9201, 9203, HDP20, HDFIF20,
HDPL20, 1200, 7201, 7203, 8200,
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ* Yes
Impact Resistant: N/A
Design Pressure., 4.28 PSF/-29 PSF
Other, The OPTIONAL glazing available for this product
meets the wind load requirements of the building Code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOTS
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1,4 FBC),
15279.11 011 W4-09 DSIUO-IK479: Canyon
Ridge/Brookstone
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +28 PSF/-29 PSF
Other:- Tire OPTIONAL, glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279A2 012 W4-09 PAN-217151: 73, 1500,
75, 190, 84A, 94, 76, 42, 48, 55,
426, 488, 55S, 4RST, 6RST, 4RSF,
6RSF, 2RST, G05S, GD5SV, GR55,
GR55V, ARMS, AR5SV, EMS, ED55V
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure. -1 25 PSF/-32 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the Impact resistant requirement for
windborne debris regions,
Double -skin Insulated PUR (exterior skin 27 ga. min.;
interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
WINDCIODE® W4 Garage, Door
Certification Agency Certificate
FL15279 RI) C (_AC Letterwith proof of CQIILra(.t and poof
of irspechori.pdf
FtI5279 R5 C CAC W4 I isTinq Tnl:ertek,pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R5 If 10,1183-RevOi,pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Double Skin insulated POR (exterior skin 27 ga. Min.;
interior skin 2 Ig4. min.) With Overlay Single -Car (up to 9'0"
wide) WINDCODE(n) W4 Gat -age Door
Certification Agency Certificate
FIA5279P5 C CAQ, Letter vvitih pioor of cQrAract and Proof
of inspccuon.pof
FL15279, R5 C CAC W4 Listing, Inteitek,pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FI.I5279__R5, ll_: 04456-Rev(il _Pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Steel Pan (min. 25 ga.) Single -Car (Lip to 9'0" wide)
WINDCODEC W4 Garage Door
Certification Agency Certificate
F1,15279 MC CAC,LeLter with proof of conl,raJ and pruof
of inspection.rictf
I'L15279R5, C CAC W41-istiog_ IoLertek.pW
Quality Assurance Contract Expiration Date
05121/2028
Installation Instructions
F1,15279,R5 If 3001,59-13-RevI6,p(If
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Patty:
Evaluation Reports
Created by Independent Third Patty:
4 o1'7 411" 15/'?0 1 8, 5: 17 PM
1, lorida Building Code Online littj)s://www.tloi-idabttildiiig.ot-g/pr/pi-__app dthAspx?pararn-wGEVX...
15279.13 013 W4-09 PAN-21`441: G45, (354,
G4t, GLA, GD41S, GD4L, GR4S,
GR4L, G4SV, G54V, G4LV, GL.4V,
GD4SV, GD4LV, GK4SV, GR4LV, F4S,
E4L, ED45, ED41, E4SV, E4LV,
ED4SV, FD4LV, SS4, SL.4, AR4S,
AR4L_, SS4V, SIAV, AR4SV, AR4t.V
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ, Yes
Impact Resistant: No
Design Pressure: +25 PSF/-32 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT rneet: the impact resistant requirement for
windborne debris regions.
15279.14 1 014 W4-09 SPO-21`449: Grand
I Harbor, Stone Manor
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: 125 PSF/- 32 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions fret 1609.1.4 FBC),
152/9A5 015 W4 16 DSIC-IF171: 4300,
4301, 4310, 4400, 4401, HDG,
HDGL, HDGF, 66, 66G, 67, 67G, 68,
SP200, SF200, SE200, 6200, 6201,
6203
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25.5 PSF/-25.5 PSF
Other; The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions.
1 5279. 16 016 W4-16 I)SIE-IF471: GD2SP,
GR2SP, GD2LP, GR2I_P, AR2SP,
AR21-P, ED25P, FD21P,4302, HDGC,
6202, SFC68, MFC66
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25.5 PSF/-25.5 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions.
15279,17 017 W4-116 DSIEO-1F4/9:
Coachman/Settlers/Affinity
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga,) Single -
Car (up to 9'0" wide) WINDCODE@ W4 Garage Door
Certification Agency Certificate
FL15279_ R5 _Q (-A(, tea r with proof of cont va(t and ploof
of inspeclifQn.p(If
Flj'j179 R5 C-,,CAC -W4 Li,,->hriU
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
L1,15279 R$ It 1034B(541+vOtijjdf
Verified By: Intertek testing Services NA, Inc.
Created by Independent -third Party:
Evaluation Reports
Created by Independent Third Party;
Steel Pan (min, 24 ga.) with Overlay Single -Car (up to
9'0"wide) WINDCODE(R) W4 Gat -age Door
Certification Agency Certificate
111,5279,R5(W--_ Letter with proof of contract and pI oof
of to, qjecinon,pLlf
FI 19279 R5 C (-fAC W4 Listing Inteflek.pcif
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL,1579 wi'll jdj v06,pdf j,54 9 1( Verified
By: Intertek *Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: 2"
Double -skin Insulated EPS (exterior skin 27 ga. min.; interior
skin 27 ga. min.) Double, Car (97' to IWO" wide) WINDCODE(
k W4 Garage Door Certification
Agency Certificate F1,
15279 tt5_C._ GAC totter wit1h, proof of (Igntiort an(I proof of
arspomon,pOf F1,
15779 R5 C CAC W4_ Listing Quality
Assurance Contract Expiration Date 05/
21/2028 Installation
Instructions Verified
By: Intertek Testing Services NA, Inc. Created
by fridependenLIbird Party: Evaluation
Reports Created
by Independent Third Party: 2"
Double -skin Insulated EPS exterior
skin 27 ga. min,; interior skin 27 ga. min.) Double - Car (
9'2" up to IWO" wide) WINDCODE(R) W4 Garage Door Certification
Agency Certificate FLI
5279 R5 C CAC Letter with proof of contract and proof of
inspection,facif F1,
152791 R15 C CAC W4 Lrsltnq Quality
Assurance Contract Expiration Date 05/
21/2028 Installation
Instructions 1`
1_15279 R5 11 104Q94-Rev03.pdf i Verified
By: Intertek Testing Services NA, Inc. Created by
Independent Third Party: Evaluation Reports
Created by
Independent Third Party: Double Skin
Insulated EPS (exterior skin 27 ga. nun.; interior skin 27ga,
min,) with Overlay Double -Car (tip to 16'0" wide) WINDCODF(9
W4 Garage Door 5 o17 -
1/1 5Q0M 5:17 PM
Florida Building Code Online littps://w,,vw.flori(labLlildijig.oi-gf'pr,"prapp
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No I-LI5279 R5 C CAC,LcUcr with proof of -or Jtadf and Proof
Approved for use outside HVHZ: Yes of Inspection.ticif
Impact Resistant; N/A FL15279 R5, C CAC W4 Li,,At rig In (Qt (ek,pdf
Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date
Other: The OPTIONAL glazing available far this product 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT' meet the impact resistant requirement for F11 15279 RS,,[[,, 103046-Rev07.1,-id'
windborne debris regions, [tie product without glazing DOES Verified By: Intertek Testing Services NA, Inc.
comply with the impact resistant requirement for windborne Created by Independent Third party:
debris regions (ref 1609.1,4 FBC). Evaluation Reports
Created by Independent Third Patty:
15279.18 018 W4-16 DSIU-1F171: 9200,
9201, 9203, HDP20, HOPF20,
HDPI-20, 7200, 7201, 7203, 8200
8201,8203
Double -skin Insulated PUR (exterior skin 27 ga. Pun.;
Interior skin 27 ga, min.) Double -Car (97' to 16'0" wide)
WINDCODECk W4 Garage Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL15279 R5 C, CAC Jletter with proof of cont,ract and proor
Approved for use outside HVHZ. Yes of finspection.pdt
Impact Resistant: N/A FL15279 R5 C CAC W11 IJstlrlq Inter'Lek,pdf
Design Pressure: t 25.5 PSF/- 25. 5 PSI- Quality Assurance Contract Expiration Date
Other: The OPTIONAL glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for FLI 5279 RS 11 104169-RevOl,ladf
windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc.
comply with the impact resistant requirement for windborne Created by Independent'Third Party:
debris regions (ref 1609.1.4 FBC)- Evaluation Reports
15279.19 019 W4-16 DSIUQ-IK479: Canyo
Ridge/Brookstone
Created by Independent -Third Party:
n Double Skin Insulated PUR (exterior skin 27 ga, min.;
interior skin 27ga. min,) with Overlay Double -Car (9'2" to
16'0" wide) WINDCODE(R) W4 Garage Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FI_15279_R5_ C CAC_LeUei with_proof of c-0111.1 ace and p(out
Approved for use outside HVHZ: Yes of irspection,pcif
Impact Resistant: N/A FI-15279 R5 C CAC W4 I,JsWig TrjtQjtt*>L)df
Design Pressure: +25.5 PSF/-25.5 OSF Quality Assurance Contract Expiration Date
Other: The OPTIONAL glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for FI-152791 P,51111111104457-Rev02.pdf
windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc.
comply with the impact resistant I-CqUiFer'nent for windJorne Created by Independent Third Party:
debris regions (ref 1609.1.4 FBC), Evaluation Reports
Created by Independent Third Party:
15219.20 020 W446 PAN-21`153: 73, 1500, Steel Pan (min. 2S ga,) Double -Car (9'2" to 16'0' wide)
75, 190, 84A, 94, 42, 48, 55, 4RST, WINDCODE(,R) W4 Garage Door
6RST, 4PSF, 6RSF, GD5S, GD5SV,
GR5S, GR55V, ARSS, AR5SV, ED5S,
FD5SV
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: r24 PSF/-24.5 PST
Other: The, standard glazing available for this product
meets the wind load requirements of the building code, but
DOES NOT meet the impact resistant requirement, for
windborne debris regions.
Go to Page 0.
Certification Agency Certificate
FIA5279 R5 C (:AC Letter with proof of contiact alid proof
of alspecuon'pclf
rLI5279 P5 C CAC W4 Wtmg Intettek.pcIf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
K15219 R5_ It 10t/11 B Revt5.pdf
Verified By: Intertek Jesh rig Services NA, Inc_
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party;
1 IN", Xt J,
40 0 Page I / 8 0 0
Q911titct V5 :: ZOP jRWrr_5to_jr R qf a 7-0,zi
Under ttorda Ia., qmad addresses, are public records. If you do not want your e-marl address released ri rmporoe to a pubI1c-rff,0t& request, do not send electrons
6 (.)1'7 4.15/201& 5:17 PM
Florida Builaing Code Online littps://www.floridibuilding.or(g/pr/pr__app,_,dtl.,,tspx'?paratii—w(!EVX...
I
Mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.4a7,1395. "Pursuant to Section
455,27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with du en,44 address if they have
one. The emalls provided they be used for official communication with the licensee. However email addresses are put)kC record. It you do not wish to supply, a
personal address, please provide the Department with an email address which can be made available to the public. In determine if you are a licensee tinder Chapter
455, F,S., pease ckk 11tre .
P"xk"I Approval Accepts:
M- U 0 F] 0
Credit Card
Safe
7 of 7 4/1-5/20 19, 5:17 I'M
m
u^m
mac-.Iaec 4
Mo .[Ac±M IAus+a
lI 117"k II 1'
i - - L CP1NAaL alR Am ICFaI Pa^aNON
tt.KAC AKAT Agri@-C 9i0Mi '0 '
AKIYs ww-awq. R .A V IvrgmEO.
f 4a4/p' 94Fi
a1EfAt 9[QM5
ures
o
a4 tan 4ws N. «ifwra.rz ,ao< a
Y •r
SEE SHEET TWO FOR
IMPACT RESISTANT CONSTRUCTION DETAIL 'A'
AND STANDARD CONSTRUCT Or -TAIL "B";
TRACK AND JAMB DETAILS.
w 'wA • AAIe B a1 1.
SHEET 1 Of 2 1 Lae ! ulsofcT Hea4m cow
1a ,am/aVae i— M/N 428. 4SIL Les
2 !a/woo Aaaeo ra4mu c ' ve
113 k 6rmta WOUTU MODEL TAKE
Cmta AIYIgS *IMa SPEFO TABI£ PM
OPnCft& CLAZWG MAY aE STANDARD OR AWACT
RESISTANT G,AZM. SEE SECnON 3-8 FOR
OETASLS,
MAX. STANDARD SIZE IS 42-1/2'x18'. IMPACT
RESISTANT -4AZNG IS 21-5/8'x14-1/8'.
e , m - n-aws
U-MKSPk'1HM iAo U-4w5
Saaal. EIC.j APEX'!
DEi GM V144MV. MAW . P£.
MOROI P.E. %46495. i
NC Y.E. j2363Z.
TUL45 .E j915i J_
20 4l Wt Epa SJAtS wRn[IMD W OOOa
rsla A41M P,Cp11Ffl T%-t 3f'SIO,
RaP. 89!lpl t ¢rtA).
wew r '
amaa
wu
gim+'3oa1
Two Pw4r ec>zva
4A4t f
3
AaA fxlA
SEMI
v .Acu SHIP LAP 40041
11 DENSITY POLYSTYRENE FOAM INSULATION
1-5/16' THICK WRH VINYL 4aRCEiL
BACKER ONSUtATED MODELS IXilr
25 CA UK GALY. STEEL SKIN
WITH A aWO-ON PRIMER.
AND A BAKED -ON POLYESTER
TOP COAT APPLIED TO BOTH
SOB OF STEEL SKIN.
na moA Mma a »n aM a[wcw .am wA nc
aara[ 4Ao rscoi w m rccaoen m M Waco
wcaAc sae[ a »c Anawww wwn+n awt a
m-xp7 ra nt rW.a/IG CaOR4A6 > oawo
lAK. >1 iR'AI MAY T V wPM N eA1iLAn! an Zaw.
Aa Aeet Aal[. +10 4) al3tnc w A.:Otpw4 alMl
bA0A.N06 91 A aMV
O[wgAGMt
1a43 9AMa
Hal } >A LTA itl
u t. s3A.ca Ac AC I
91op2-y
Tag Products sic
513) 770-4600
SCCT*N A -A (SCE V;EWI
3' TA. U-BAR
20 CA GALV. STEEL
M>ai. tEtlD S:REHGTH: 5C KSi
c' TiICK- 3' t.- 3
12 rA GALY. STEE- TCP
ROLLER BRACKET. EACH
BRACKET ATTACHED WJ(4)
j 14X5/8' SHEET METAL
SCRE:YS,
14 CA GALV. ROLLER HIHCE.
A6:t1 1tiGE FASTENED TO END
5T11E5 '1A'iH {4) %t4xS/8'
SriEET METAL SCREWS AMC) (4)
1/4'.3/4. SEu` TAPPING
EESCREWS. S'AEN' -a-.
3' TALL X 2D CA GALV. STEEL U-BARS IN
A 2-1-2-1 PATTERN (I.£. TWO U-BARS
ON BOTTOM SECT,,04, ONE U-SAR ON NEXT
SECTION, ETC,). EACH U-LIAR ATTACKED
WT/H (2) 1/4'X3/4' SELF TAPPING SCREWS
PER STILE LOCATIGN.
13 GA GALY. ST-F . BOTTOM BRACE. cET.
ACHED WITH (2) j14x5/8' SHEET METAL SCREWS.
1LUMIKU EXTRUSION
VINYL WEATSERSTRIP.
DESIGN LOADS: +24.0 PSF & -24.5 PSF
TEST LOADS: +3&0 PSF & -37.0 PS'
YiMitWD AaTiAYr MAX. AAR SiS.
1 TV 18,4iY X 180'34
aESDxtPTsov CLASSIC ANp CH RP STEEL P,VJ
DOU6LE-CAR, 16'W +24/-24.3 nV
A
I '
1RKi MMXR 10t711 ;C
ML2maa+ a zi w w aAs
6 aM'fs' ue aM sr ii /' ao. ws ae wwsm x
T3, Ts qa+, ase a T'2' a xAETa M+n aaE mtf+roasHA Mw iaw.m .atarez . K =
f44f 6RST fAY b IIRKtflta iW:,rr. KRDM:K .MW45 DO X05 11MC.
90if VaG ; x 3//e''a+' REM sip6lt A011S at 7ff tFahL {2.ROD F9 MN oTxoRiJ.
U'Y TD 9 U
I Y ti ilapil 16'D' M
Mpt'is NMpt9 teRa StEEYE fUQa01EC
l- W% SCiA1N KIWaYl' t/t'k3^ TMmA sewn m 1r cumin mmD fS W, carom 1 w A• RE •
NEl f.TM1EP'3 {c- RDaQ, a' OA MAERS MoDxUAE®DiAmIAa p/GaS. i4
2i w p6 ne,
00Rs Ma' A mUMARSIDA P+ ear is TAM iDtntDwE auA+ ruNDttOSfsC{. StQ4UparK 1W85 DD awT tMA asu
m pow >t6-+sa, aw'STtiED DEsat i
MO/M ^a O" KH3 ee ARO'IEL m NfAOtC KTmLT[ resaLADti molt* 4a10 DO/+SSNMiGaS i
AS(yiY s
Emiv ER'7'GR^ra m ,..ias atr aorxi. OR'
FAIU EIa+
MaADNG sI DDpI t6iKiw {m RR; 2s
W A N4 NW I r=
0 G wt G SR$ RL[ n
IAGG1v. Saift NFR SMEy IMPACT
RESISTANT ASSEMBLY DETAILS nwavinKc +
0+7++-a SECTION
86 {IMPACT RESISTANT GLA7fN9 QEUN 6i.TRfPDtE
alYJ1 1C10 -C 1NNV j
u -
cr—
s<tuxsmoi swe+ r ptm Ta aaarc em atotnm si
tcw {aei H . NL• atw tiro apptrA sa[si f MMt *
AiNAt. Cm Tie
A ovum
STANDARD ASSEMBLY
DETAILS j DRAWING +4+
7++-6 j ccCIION 6-
6 (NON-NPACT RESISTANT, C AZNG OPTION) FRai' 1
AIM U.Y Cwm p w vx RW'nS NOIZ INL
MW fWL6 6 WWOM T1HR NMtt-M9SalLtf
ERIA6. Nd Im
p.
t2NG
WS/a•
Fm NW sm.,_/ STANDARD -sca
Y Q2ft5T8iiCTM; OrnouY. SST3,
O!B at a X'h%.0 UI£5 —AA" OPJWNA: XWiUC $
AtPigFO t%;2 PLASM NPCOME.R COiVRDA OaRBa/Aw 24ie mat > Wbwl
6C4atitm N cm.",,Xx TM sww" LtEE7s
YK wo LEAD RLDtMif OM OF Tee RAW
DNtmw CCM DA wnm-xD 4aKaac s,.v2
w ,ca THE A/fCi M:ssarn MaatiaaNE ¢
NE G£DRS aticwrp aLrapa i4 rAe/
ax1. SHEET 2 OF
2 AiTri aE 3/
i!^xt 5 f-l its E r)
aS/n Twp W Sptb i))//'' yypp I2'
alv
sR9iAL7ASMIHEDToJtGt+
tv, sam taaat Ata']¢TS ax CA fJlty
RRLIIt MI1GE [ACy M1aR'e4 rAooam ro
oaD
srim S.; zWm wTnnfro ro rXx
4Aaa5ar rmr ac 4t4Ti t
SocVs' saeti uEDx sacra
aw {f1 JC,s/•^ ffll SW
W: 80E1R. ACM oxTi. TM 1oRTMa/f' tw 4 t Y m {
ui. SiOAf saw am ROLLER SRi TM Kppa w m
flrcCRAIG sv.=W t G.aR Rau R 6e aa6aDx Da T N@KSNOpKwMCOrtDfrAMA.Nw m s1Axm sO N 11=
M = ADM Ctree2A M mw win rai m tDMs LWM M De AWan#
L awn=--=a- hto'. TRACX
COIOXXMIION ASM
THE DOOR OPDAW
DOES NOS AFFECT THE
LAND LOAD HARK of ni'
s DOOR. rdIQCMX SRKit RYCCORI lat
ODOR NAK:89 {TO
fiia;' D' SKL DOa6 MTD
1fIL41 111R taOP 6iaLNEi a)
G G1U". >R$
l iTnt &Hatt^... 1 DO{33L£ HORiZ:iNSA1 6 a f stosx
m} W MIO f DOtFf3 ft TR1i Iia {:3
bftf'xi-O/D' ArmD tnG i f OOt/Bd.
f 7RA:Jt tOA' 11T42f1CaL DPTiDN 2'
9KY SSE.^ TMIM
MML TAwt TanD4Ess- .DaD'
p TO 2-1/
2^a12 " MLY, Mn MM- HUfXL`- i H:ESG. mgllX .
2A ylaaats
9tEF C TKLClopa MPC: PM-2,
D4Tc, /3 f97 8565
DUKE
BL. JDAAVU
n+ Building Products . a, 4scWwj ,rae Company ts13> TAD-46oa
J{xoten ey CbRR) caRww AT ate.
i,.a. I - --- mww u G cKv sMs
ar. AAtcia' T.NSitYD AOm Y+
J6 *Ait Y GKY, sam TACK.
TaMtx Ta4aD43&. raw• LME
1A i-a/ixii
G Gin', s}m TRKx TAi6: 8rtnC1QTs rm saE
AM:\F'. eS TAtC1{ }
txGKfss qA
SCE S TMCI sEnu.A
ant vo Ta TWac uatE M= FOR DOM o"
17-D^ INK IMCK
Cpft:HHm. S , NO'
tRpVOEp Da64t_^ r.am'
FOR MOM WrAk, r
am DX--SIGA LOOS: +24.
0 ?SF k -24.5 PS - TEST L{?ADS: +36,
C PSF k -37, , AV Rehm ; nw, a =x
WZ£+ W 4 , WO-W
at 16.0'H CLASSIC AND CH RP
STEEL PAN j DQVB-E- aR,
16'
w +24/-24.5Vr P' BiDRavD1c MUMto 101711NBC
Florida 131.1ilding Code Online littps://www.floi-idabtjilciiiig.or-g/pript-__app _dtI.asj)0paran1---W) I
B(-[S Home Lnq In User ReqIqriaW,i 110( Topics Submit Swchallgie Stats & Facts Vtiblicatkans FOC Staff E;CJS SO Map U,,ks Search
LOW% Product Approval
USER: PuNic Use,
i-ltldvO ApfVQI:I Pmdu,t, Ur APP40LWIScair I > Appkat*n > Application Detail
2, FL15279-R5
Application Type Revision
Code Version 2017
Application Status Approved
Continents reapply 11128117
Archived
Product Manufacturer ClOpay 13011ding Product-, Company
Address/Phone/Email 8585 Duke Blvd.
Mason, Oil 45040
513) 770-6062
n1westerfield@clopay.corn
Authorized Signature Scott Hamilton
shamilLon(q)clopay.corn
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Intertek Testing Services NA, Inc.
Validated By Gat y Pfuehler
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) 5tandard Y.
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FI-15279_,RS,,_Eqmv,20I/Q809 - Ftl( DASMA 108 cquiv.pdf
FLI 5?,79.-_R5_Fquiv-20170809 - FBC DASMA 115 equiv.pdf
I o('7 CIF 15 12 0 18. 5.18 PM
Florida Building Code Online
I
litll)s://kvwNv,lloritiitbtiil(iiiig.org/pr/pi- app dt1,aspx?pardt11=w(j1-VX...
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method I Option A
08/100017
11/29/2017
12/05/2017
Summary of Products
Go to Page
FL # Model, Number or Name
15279A 001 W3-09 DSIE-1A171: 2050,
2051, 2053, 4050, 4051, 4053, 62,
64, 65, 62G, 62LG, 64G, SDP38,
SFL38, SRP38, 134, 135, 136,
6130, 6131, 6133
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-20 PSF
Other; The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOTS NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC),
15279.2 002 W3-09 DSTE-1A471: GDISP,
GRISP, GDILP, GRILP, ARISP,
AR1LP, EDISP, EDILP, 4132, 2132,
6132, SFC38, MFC36
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ. Yes
Impact Resistant; N/A
Design Pressure: +20 PSF/-21 PSF
Other. The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the Impact resistant requirement for
windborne debt -is regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609. 1 .4 FBC).
15279.3 003 W3-09 DSIU-1A171.: 9130,
9131, 9133, HDP13, HDPF113,
HDPL13, 7130, 7131, 7133, 8130,
8131, 8133
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ; Yes
Impact Resistant: N/A
Design Pressure. 120 PSF/,.20 PSF
Other. The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without gl azing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.4 004 W3-16 DSIF-1A171: 2050,
2051, 2053, 4050, 4051, 4053, 62,
64, 65, 1526, 62LG, 64G, SDP38,
SFL38, SRP38, 134, 135, 136,
6130, 6131, 6133
0 0 Page I / 8 * 42
Description
1- 3/8" Double -skin Insulated FPS (exterior skin 27 ga. ruin.;
interior skin 29 ga. min,) Single -Car (up to 9'0" wide)
WINDCODE0§ W3 Garage Door
Certification Agency Certificate
F1,15279 K5 --r CAC, ftl(ker WILLI pfpolf Of (Ofltfoc_t ritd proof
of inspectionfgif
Lt,5279 R5 G CAC,W3,ji,,;t1og toifert(+.pdf
Quality Assurance Contract Expiration Date
05/2112028
Installation Instructions
FL,15 79 R5,11 101055- Rev
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party;
Evaluation Reports
Created by Independent Third Party:
alfery/Arti-,try/Expreisions: 1-3/8" Double -skin Insulated
FPS (exterior skin 27 ga. min.; interior skin 27 ga. ruin.)
Single -Car (up to 9'0" wide) WINDCODE() W3 Garage Door
Certification Agency Certificate
FLI 5Z-/9, R5 (' CAC Letter with pr(,?Qt of ntr and prooford(t,
of in*.p(,
F115 79 , R5 Q__QAQ W3_listing livertek pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
171_15279 R5 11 Re , y0j,pOf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by independent Third Party;
Double -skin Insulated POR (exterior skin 27 ga, min,;
interior skin 27 ga. min,) Single -Car (up to 9'0" wide)
WINDCODE(J W3 Garage Door
Certification Agency Certificate
H.15279 R5,,C,_CAC Letter with pioof of (xonttact ant] proof
of
FI-15279 R5 C CACI W3 Listing
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
rLI5279 R5 It 104115-RevOl,pcif
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.;
Interior skin 29 ga. min.) Double -Car (9'2" to WO" wide)
WINDCODF(,O) W3 Garage Door
2 of 7 4115/2018, 5:18 PM
Florida Building Code Online litips:Hwww.ilohidabijildijig.org/l)i-/pr app
Limits of use certification Agency Certificate
Approved for use In HVHZ; [go FL152/9 K5 ( CAC Letter with proof of contract and proof
Approved for use outside HVHZ: Yes of inspectlurpdf Impact
Resistant: N/A FL15279 R5 C CACW3,UstJng,1ntci1ek,pdf Design
Pressure; 1 20 PSF/ 21 PSF Quality Assurance Contract Expiration Date Other.
The OPTIONAL glazing available for this product 05/2112028 meets the wind load
requirements of the building code but Installation Instructions DOES NOT meet the
impact resistant requirement for FL15279 R5 11 L0I820-ReVI3.pdr windborne debris regions. The
product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact
resistant requirement for windborne Created by Independent Third Party: delhit5 regions (ref 1609.
1,4 FBC). Evaluation Reports Created by Independent Third
Party: 15279.5 005 W3-
16 DSIE-IA471: GDISP, GRISP, GDILP, GRII-P,
ARISP, ARI LP, FOISR FDILP,
4132, 2132, 6132, SFC38, MFC38 Limits
of Use Approved
for use in
HVHZ: No Approved for use outside
HVHZ: Yes Impact Resistant: N/A
Design Pressure: A-20
PSF/-21 PSF Other: The OPTIONAL glazing
available for this product meet,,, The wind load
requirements of the building code but DOES NOT meet the
impact resistant requirement for windborne debris region,,;. The
product without glazing DOES comply with the impact
resistant requirement for windborne debris regions (ref 1609.
1.4 FBC). 15279,6 006 W3-
16 DSIU- IA 171: 91,30, 9131, 9133, HUM, HDPF13,
HDPI 13, 7130, 7131,
7133, 8130, 813t, 8133 Gailery/Arti,,
try/Expressiori,,;:
1-3/8" Double skit) Insulated EPS (exterior skin 27
ga. min.; interior skin 27 ga. min.) Double -Car (9'2"
up to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate
FL15279
R5, CAC LcttQt
C - with proof ofcontract and proof of m5pcction.pdf FL15279
K5_C _CACW3Us1Jnq
lfirertek,pdf Quality Assurance Contract Expiration
Date 05/21/2028 Installation
Instructions FL15279 R5
Il104028-Rev0I.
pdf Verified By: Intertek Testing
Services NA, Inc. Created by Independent Third
Party: Evaluation Reports Created by
Independent Third
Party: Double -skin Insulated PUR (
exterior skit) 27 ga, min.; interior skin 27 ga.
min,) Double -Car (9'2" to 16'0" wide) WINDCODFCFi) W3 Garage Door -
Limits of Use Certification
Agency Certificate Approved for use In
HVHZ: No Il-15279,R5 C CAC Letterwith pi oof of cqii(roct an(] proof Approved for use outside
HVHZ: Yes of inspccLiQn,pdf Impact Resistant: N/A
FI-15M R5_(,,_CAC._W3 LisUngjnter-Wk,pdf Design Pressure: f 20
PSF/-21 PSF Quality Assurance Contract Expiration Date Other., *1 he OPTIONAL
glazing available for this product i05/21/2028 meets the wind load
requirements of the building code but Installation Instructions DOES NOT meet the
impact resistant requirement for FL15279,,R5 11, I0416F3-RevQI.pdf windborne debris regions. The
product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact
resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.
1.4 FBC). Evaluation Reports Created by Independent Third
Party; 152793 007 W3-16
PAN-2FI53: 13, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94,
42, 48, 55, 426, WINDCODEO W3 Garage Door 48B, 55S, 4RST, 6RST
4RSF, 6RSF Limits of Use Approved
for use in
HVHZ: No Approved for use outside
HVHZ: Yes Impact Resistant: N/A
Design Pressure: +20 PSF/-
21 PSF Other, The UPI TONAL
glazing available for this product meets the wind load
requirerne.nLs of the building code but DOES NOT meet the
Impact resistant requirement for windborne debris regions. The
product without glazing DOES comply with the Impact
resistant requirement for windborne debris regions (Ter 1609.
1.4 FBC), 15279.8 008 W4-
09 DSIE-11`171: 4300, 4301, 4310, 4400, 4401,
FIDG, HDGL, FIDGF, 66, 66G,
61, 61G, 68, SP200, SF200, SE200, 6200,
6201, 6203 Limits of Use
Approved
for use In
HVHZ: No Approved for use outside
HVHZ: Yes Impact Resistant: No Design
Pressure: j-28
PSF/-29 PSF Other: The OPTIONAL glazing
available for, this product Certification Agency Certificate Ft15279
R5 C CAC
Letter with proof of contract and proof of inspection.pdf rL15279
P,5 C
CAC,W3,Listitiq,,tiitet-tek,p(ff Quality Assurance Contract Expiration
Date 05121/2028 Installation Instructions
FI-15219
P5 11101308
Rf-,vl2.pdf Verified By: Intertek Testing
Services NA, Inc. Created by Independent Third
Party: Evaluation Reports Created by
Independent Third
Party: 2" Double -skin Insulated
EPS (exterior skin 27 ga. ruin.; interior- skin 27 ga.
min,) Single -Car (up to 9'0" wide) WINDCODEr_r} W4 Garage,
Door - Certification Agency Certificate FLI
5279 RS C
CAC 'Letl,w with proof of FontraU w)d proof uf'w+e'tioll'
pdf 1-115279 R5 (_ CAC
W4 Listing Int,Pttek.pdf Quality Assurance Contract Expiration
Date 05/21/2028 3
of, 7 4'!
15!2 0 18, 5: 18 I'M
Florida Buil(Mig Code Online littps://w%vw.floridabtiilding.oi-glll)r/pt- _iipp__(itl.aspx?paralli=w(il,,VX...
meets the wind load requirements of the building code but
DOES NOT meet the Impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609,1.4 FBC).
15279.9 009 W4-09 DSIE-IF471: GD2SP,
GR25P, GD2LP, GR2LP, AR2SP,
AR2LP, ED2SP, ED2LP, 4302, HDGC,
6202, SFC68, MFC68
Limits of Use
Approved for use In HVHZ; No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +26 PSF/-29 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions.
15279A0 1 010 W4-09 DSIU-IF171: 9200,
9201, 9203, HDP20, 11DPF20,
FIDPL20, 7200, 7201, 7203, 8200,
8201,8203
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant* NIA
Design Pressure: +28 PSF/-29 PSF
Other. The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product, without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.11 OLI W4-09 DSIUO-IK479: Canyon
Ridge/Brookstone
Installation Instructions
FL152 11), R5 it 13 11e,, I 1,,1W
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS
exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -
Car (up to 9'0" wide) WINDCODEQ W4 Garage Door
Certification Agency Certificate
FLA 5279 W), C,,,CA(-, teller with p, o,f 1A ionlr,act and pr, )pf
Ft I p0ifCACListingIntertek, , Quality
Assurance Contract Expiration Date 05/
21/2028 Installation
Instructions Verified
By: Intertek Testing Services NA, Inc. Created
by Independent Third Party; Evaluation
Reports Created
by Independent Third Party: Double -
skin Insulated PUR (exterior skin 27 ga. min.; interior
skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE(
p) W4 Garage Door Certification
Agency Certificate FLI
5779 f15 C CAC I otlgf with proof of coiniac!, and proof of
ir i2<nttc n.I}41f Quality
Assurance Contract Expiration Date 05/
21/2028 Installation
Instructions FL1579
M It 10410J Verified By:
Intertek Testing Services NA, Inc. Created by
Independent Third Party: Evaluation Reports
Created by
Independent Third Party: Double Skin
Insulated PUR (exterior skin 27 ga. min.; i interior
skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE(
R) W4 Garage Door Limits of
Use Certification Agency Certificate Approved for
use In HVHZ: No FL152/9 RS (, CAC Lettot with l,roo± of contioc! Ind l,,00t Approved for
use outside HVHZ* Yes 1,11 in,,p,,,uon,pdf Impact Resistant:
N/A F1,152/9 R5 C (,AC, W4 U1,f)(19 tpferl k,pdf Design Pressure: +
28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The
OPTIONAL glazing available for this product 05/21/2028 meets the
wind load requirements of the building code but. Installation Instructions DOES NOT
meet the impact resistant requirement for 11, windborne debris
regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with
the impact resistant requirement for windborne Created by Independent Third Party: debris regions (
ref 1609.1.4 FBC). Evaluation Reports Created by
Independent Third Party: 15279A2 012
W4-09 PAN-21`151: 73, 1500, 75, 190,
84A, 94, 76, 42, 48, 55, 428, 488,
555, 4RST, 6RST, 4RSF, 6RSF, 2RST,
GDSS, GD5SV, GR55, GR5SV, AR5S,
AR5SV, EMS, EDSSV Limits of
Use Approved for
use in HVHZ: No Approved for
use outside HVHZ-. Yes 1 Impact
Resistant: No Design Pressure:
1 25 PSF/-32 PSF Other. The
standard glazing available for this product meets the
wind load requirements of the building code but DOES NOT
meet the impact resistant requirement for windborne debris
regions, Steel Pan (
min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE(V
W4 Garage Door Certification Agency
Certificate Hjlr1/') R5
Q_()4,C_ tact Ind jj fterwithptq()f pf c.onl pt ct(.if of 1ri1SP(,,
Ctk(ff1,Pdt F1J15279 R5 (;
CAC W4 L titer jn1fQt(0<,pdJ` Quality Assurance
Contract Expiration Date Installation Instructions
FT111-5279_
R5tl, 30011,59 13 RevI6,pdf Verified By:
Intertek Testing Services NA, Inc, Created by
Independent Third Party: Evaluation Reports
Created by
Independent Third Party: 4 oF7
4/15/2018, 5:18 PM
Florida Building Code Online littl)s://www.tioridabLiit(liiig.oi-g/[)t-/pi, app dti.aspx'?pai-aiii=vfi(.,If.-,VX
15279.13 013 W4-09 PAN-21`441: G4S, GS4,
34L, Gt,4, GD4S, GD4t, GR45,
GR4L, G4SV, GS4V, G4LV, GL4V,
GD4SV, GD4LV, GR4SV, GR4L.V, HS,
F41, ED4S, ED4L, E4SV, CAW,
ED45V, ED41-V, SS4, SL4, AR45,
AR4L, SS4V, Sl_4V, AR45V, AR4LV
Limits of Use
Approved for use in HVHZ,, No
Approved for use outside HVHZ: Yes
Impact Resistant, No
Design Pressure: +25 PSF/-32 PST
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet The iffiPaCt resistant requirement for
windborne debris regions.
15279. 14 014 W4-09 SPO-21`449: Grand
Harbor, Stone Manor
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: 4-25 PSF/-32 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant: requirement for windborne
debris regions (ref 1609,1,4 FBC),
15279.15 015 W4-16 DSIF-IF17t: 4300,
4301, 4310, 4400, 4401, MUG,
HDGL, HDGF, 66, 66G, 67, 67G, 68,
SP200, 5F200, SE200, 6200, 6201,
6203
Gallery/Artistry/Expressions: Steel Pan (min, 24 ga.) Single,
Car (up 10 9'0" wide) WINDCODE@ W4 Garage Door
Certification Agency Certificate
FTJ 52/9 RS (_CAG', Letter with J)fc)Of Of (01,UaCt VK1 P, o0f
of inspection.pdr
f-1,152/9 R5 C CAC Wljsting Quality
Assurance Contract Expiration Date 05/
2112028 Installation
Instructions 1-
1-15219 R5 tI T0341J16-[3-RevQ(t,Pdf Verified
By: Intertek Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: Steel
Part (min, 24 ga.) with Overlay Single -Car (tip to 9'
0"wide) WINDCOW* W4 Gar -age Door Certification
Agency Certificate HA
W. /1), PS (,. (_"A( Letter with proof Of Contract FIild proof of
T'
l_15Z79 R5 C (:AC M Ll ftinq lwettek.lnff Quality
Assurance Contract Expiration Date 05/
21/2028 Installation
Instructions RA5279
Rlj It 103549- Rev 06, pdf Verified
By: Intertek Testing Services NA, Inc, Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: 2"
Double -skin Insulated EPS (exterior skin 27 ga. ruin.; interior
skin 27 ga, min.) Double -Car (97' to 16'0" wide) WINDCODEt
W4 Garage Door Limits
of Use Certification Agency Certificate Approved
for use in HVHZ-. No I L.15219, _R, C CAC Lette, w0i pr(K)f ofcor(iaul and pr(,,Of Approved
for use outside HVHZ: Yes of jnspec(.nn'pdf Impact
Resistant: No 1 1-15279 k5 (,' CAC W4 LvArig Inlcrt(+,pdf Design
Pressure, -1-25.5 PSF/-25,5 PSF Quality Assurance Contract Expiration Date Other;
The standard glazing available for this, product 05/21/2028 meets
the wind load requirements of the building code but Installation Instructions DOES
NOT meet the impact resistant requirement for 11-15279 P5 11,1014,91-6 ReV13,Pdf windborne
debris regions, Verified By: Intertek *Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: 15279.
16 016 W4-16 DSIE41`471: GDZSP, i Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP,
GD20, GR2LP, AR25P, exterior skin 27 ga, min.; interior skirt 27 ga. min,) Double- AR2LP,
ED2SP, ED2LP, 4302, HDG 6202,
SFC68, MFC68 Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ. Yes Impact
Resistant: No Design
Pressure. t-25.5 PSF/-25.5 PSF Other:
The standard glazing available for this product meets
the wind load requirements of the building code but DOES
NOT meet the impact resistant requirement for windborne
debris regions. 15279.
17 017 W41-16 DSIUQ-IF479: Coach
ma n/SeLtlers/Affl nity C,
Car (9 2 up to 16 0 wide) WINDCODE(ft) W4 Garage Door Certification
Agency Certificate FIA
5279 R5 C1, CAC Let,;,'r Witt) Pt 0of Of COWINA sWd P1 oof of
0';Ped1m1'p'jf I'
Ll, 52 79R5,_ C CAC, W4, U,,Aing InW110-p(if Quality Assurance
Contract Expiration Date 05/21/
2028 Installation Instructions
I-15279
R5, IT_ 1040Z9-13-Pev03.pdf Verified By:
Intertek resting Services NA, Inc. Created by
Independent Third Party: Evaluation Reports
Created by
Independent Third Party: Double Skin
Insulated EPS (exterior skin 27 ga, min.; interior skin 27ga,
min.) with Overlay Double -Car (up to 16'0" wide) WTNDCODE(r?
W4 Garage Door 5 of
7 4/1 5/201K 5: 18 I'm
Florida BuMing Code Online
I
littps:/,Iwww.floridat)uildiiig.otg/pr/pr app dtl.aspx?param--v6EVX...
Limits of Use
Approved for use in HVHZ; No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +25 PSF/-25 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne,
debris regions (ref 1609,1.4 FBC).
15279.18 W4-16 DSIU-1F171: 9200,
9201, 9203, HDP20, HOPE20,
HDPL20, 7200, 7201, 7203, 8200,
8201, 8203
Limits of Use
Approved for use In HVHZ* No
Approved for use outside HVHZ: Yes
Impact Resistant. NIA
Design Pressure: +25.5 PSF/-25.5 PSF
Other; The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.19 019 W4-16 DSIUO-IK479: Canyon
Ridge/brookstone
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant* N/A
Design Pressure: +25,5 PSF/-25.5 PSF
Other. The OPTIONAL glazing available for this product
Meets the wind load requirements of the building code but:
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the Impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
1,5279.20 020 W4-16 PAN-21`153: 73, 1500,
75, 190, 84A, 94, 42, 48, 55, 4RSF,
611ST, 4RSF, 6RSF, GD5S, GD5SV,
GR5G, GR5SV, AR5S, AR5SV, ED5S,
ED5SV
Limits of Use
Approved for use in HVHZ*, No
Approved for use outside HVHZ. Yes
Impact Resistant: No
Design Pressurez. +24 PSF/-24.5 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions.
Go to Page (W
Certification Agency Certificate
FL-15279 R5 C CACLetter With I)WK)( 4 CM,trall at-,() plQ01f If
111 pe(Itofl'pdf FLI,
5M fk5 C (].AC t'V,I tisting Int(-Mk.PW Quality
Assurance Contract Expiration Date 05/
21/2028 Installation
Instructions F1
16, 11 RrIVOI,pdt Verified
By: Intertek Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: Double -
skin Insulated PUR (exterior skin 27 ga. min.; Interior
skin 27 ga. min,) Double -Car (9'2" to 16'0" wide) WINDCODE«
W4 Garage Door Certification
Agency Certificate Fk
1 15279 (AG, YM it P((".'of f c'(pttr 4Iod I)[opf of
inspect 1011 -pdl` FLIS279
RS C CAC W4 Listinq intertek,p(It Quality
Assurance Contract Expiration Date 05/
21/2028 Installation
Instructions Wj
It., I04169-R(,,v0I,p0I` Verified
By: Intertek Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: Double
Skin Insulated PUR (exterior- Skin 27 ga, min.; interior
skin 27ga. min.) with Overlay Double -Car (9W to 16'
0" wide) WINDCODErk) W4 Garage Door Certification
Agency Certificate F1.
1 5279 [6, C (,,AC Leiter with pi'ool of contiaO, and pi 9,,?t Cif
in;P fttctn.iacf Hlt,
fi2,71) ft! W4h,,ting Quality Assurance
Contract Expiration Date 05/21/
2028 Installation Instructions
RA5279 R5,
11 I04457-I2cy0_1,pdf Verified By:
Intertek -resting Services NA, Inc, Created by
Independent Third Party: Evaluation Reports
Created by
Independent Third Party: 1 Steel
Pan (min. 25 ga.) Double -Car (97' to TWO" wide) WINDCODE(O
W4 Garage Door Certification Agency
Certificate I 152/
9 WS C (-,A(,, I elke wit t) pic)of (tf cooi'roi'C ant) 1"!'toif FLI5271) RS ('
AC W4 (j-,ting lot&fti*-p0f Quality Assurance
Contract Expiration Date 05/21/
2028 Installation Instructions
Rr'_11"
101 /`11 -b- Wvl S'pof Verified By: Intertek
Testing Services NA, Inc. Created by Independent
Third Party: Evaluation Reports Created
by Independent
Third Party: Back; ;Next': 0
4) Page
I / 8 * 0 The State of
Florida is all AAJEEO employer. Under Florida law,
email addresses are public reMtdS, It you do not want your e-inal address released in response to 0 PLMk-records request, do not send electronic 6 of 7
4/ 15/2018, 5: 18 PM
Florida Building Code Online helps:!/wwvv.floridabLiildiii,,,.org/prlprrapp dtl.aspx?param=--wCC.VX..,
mail to this entay. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.1395. Vurskjant to Section
455.275(1), alodda Statutes, effective Rctoder 1, 2012, licensees licensed under Chapter 455, F.S. mL6t provide the Department with an email address if they have
artit+. The em,u fir—irled may be used for oft dal comm—k-,atbn wdh the licensee_ However email addresses are pubic record If you do not wish to supply a
personal address, please prowle the Department with an email address whhh can he made avaitable to the public. TO determine if You are a licensee under Chapter
455. P.S., please ctkk tW .
Product Approval Acileptss
Dail
Credit Card
Safe
7 of 7 4t 15I2018, 5:18 PM
CLASSIC' RASSEC PAWL EMAISS
LEW PANEL
MODEL 4F IS FLUSH
TIAM16E N6USE' RAISED PANEL ENO= D07R5
MODELS 25 GA 125 GA M 25 GA 25 GA INS
MA)PAY GD53, I G=V,
CALLER), mw rRwv .'"
M@NES
AR5S ARSSV -- AVISTRY'
IDEALARittAGEN,=, EM F95Sv _
SMART PA+£L Lam PANEL
I - OPRONAL MSoE KEYED LOCK PD9W,,
1wA . ,.. W
M PANEL S W,
s oFr RQStD-vwE1 SHOWN. Low lo-4m ' AND
SIM .CAR HOLSE' ARE A= APPRO.ED.
4""/E' ""ET
METAL SCREV5
r
1/4'.3/4' SW
FAPPN4S SCRVn
O
f4 + w+ ttwxc lif_ratD
DU R HETGNT I •FiFSECIQM$ PTLZMNL
CiAZNG MAY 1E STAMaw OR IMPACT
RESISTANT (LAZ SEE SECTION 6-
0 Fl p M",
Si MAN956ETAA5. 2£ 1S 47-1/2'a16'. IMPACT
RESISTANT G1AZRm 15 23
L:l IMY. ETA STELES A; iAC11f3`i TO DOOR SKIN
WAYN PATENTED TOG-L-LOC SYSTEM TOP.
BOTTOM t CENTER). am
SIDES) wo
POW LDCIem 1#
7E Y TAD: a 2C CM. 5C
KS OR u-BMR PERDOORSE'CTW14 ar+
ta: a,AD NtK4Tao
taLt1m
salt tqr NJ
tHu
v,
W11 rJ. m
iw a
b001L wt
twos
sntwv
of4 oovrai SEE
SHEET T`NO FOR IMPACT
R£S!STANT CONSTRLI ION DETAIL "A` AND
STANDARD CONSTRUCT DETAIL "B"; TRACK
AND JAMB DETAILS. wF
MANi L Aw Kdl
ENOMMEk MWK 1E3fER-#.1D, RDA
P.E. /48495. P.
L /23=. SMc£'
1 OF 2 i1C; !
1/30/,37 MADDED 76V, ENDED HE;GriTS, COMBINED CLOPAY, HOI.MES, AN.D IDEAL M/N 131
12/2009 ADDED 'CARRIAGE HOUSE' EMBOSS DOORS. 34
OSj20'D REVISED ifiDO£L TA.g;-ES. _ 151
01/20i2 REVISED WIND SPEED TABLE FOR ASCE7-10. -- 4 '
J9t" P94.Tt1,NN# RUM ss.aAllor. 25
GA. wN. 51'EE SIOMOMTEDaCAL)„-\ AND
A 94I SON fF, TOP
COAT APPLEA TD 60n SIDES
of STEF. SKIN. sw -
3'
TALL N-9AR r
ttCl 20 ,A. ALV, STEEL z
u aLY. sit"m m''r a
rxx w rTO
ra.a. D+LYY 1»AzASMsmmEKs,Ea NON (a1
Ae..A? aEer HE'ML IN ANO {)
tJ413JP' tat T+4MNIDtC4ND. IR NE+r 7. CDOR mum
0K E=m TIC Cc" LOAO3 EDR THE ATE NINDS.E= USTEL' DE1DN ACCDRCt4 TC TtE ELOPVA I M C3K OR
THE Wr5MT0NMC 81"M CODE (6k-AD ON r-173 MR
E FO3AWK CONDITIONS: 1) ZMM.DSED ND, v, DCOR
HAS 2 Cr 1WERM IN 0-mcs END ZDIE. 3) 3 a G4' S1LG. IWtT. wv SLAPE, AID
41, mgm Nf cCORA.Am Wta1, OORGM ICVc tOtFN5.
1wS13
D4sMA Ice SHE-
SPEC6C CNCIAAiKN1? B1 A Oukrm M PRDiSSON/i
NO DIETER. j A4ANAM CX1,NfN0f Ni YD14 123
33E 1N 243 .At C oP& SFCaA -A f5QE VN'A'1 Roy lerAri ^-S'
SD' 2±' i 15' tIE*iM.K
LMGS: f25.0 PS.f. t -32.0 P.S.F. TEST LOMTS: -37.
5 PS-F, t -4AC PSSf. k4DFACTm AE)o
f mDc; D@LDALRAIINL M4A14 RWD St25 PAN-2 )5?
A 9'w x 16'H fix! 4 p 'DAi- 9/23/96 1 X=PTIDw Iding Products °t3(
K)4-, c C_,,W Ao
C}i RP S, PAM Mww npony (513)
770-
4800 SIR.. N94NEM vER ECKET HY= 4eee.
c u
raw., roew...a. i B ; 3001 59 19C
PANEL ENSUSS MOBS
SHORT PANEL
P - MOM 4T SS MUSH
Y TAGE HOUSE' RATSSD PANEL Exam MORS
NDD11I n GA t2S GA THS1 n GA j 26
ARSSY
E195S V $
HANCL W PAPER,
IMPACT RESISTANT A:SEM%.Y OENLS
DRAVANO 3001 59-A
SEC !ON 8-8 (IMPACT-RES)STANT ,^,LAZING OPTIONT
acsr V
4—
HAAgtalrpg[ Mot 601D TN!'
seAr-Hi AL # M[TaceN Ar w r+uitl.
i AewwM: nw„ A,O,R
dEnmH asi Am PRNR)
i
HecANHecaw L,HATyT,HlI[ rHT^ANa ..am,o P+ enuW WiA
s rRKP t+ w , a/•• .M• Pw .Aw.e ss+a3.s
nwc a DWARF
DOGW ASI y ASAU,HD A CDF4NPNLE h ZR &TI>ON MELIf PK
REQ R OF TC 0.ONOt. BIZhC CmE AF4 8lH1fHG
STANDARD ASSEMBLY DETAILS
DRANANO 300159-9
FRRHO !wwF Y — Cw- OA OIRSIOE 1AAN..CL
MOA TW,T FROM: MAC IS fiM4N1P i4MM
IRIUn PamRiM4F1T
j6,3/4' PAN NF.1D SSTER
C_TNAA ,. AiSeMMHLY CCNS'TR4„TA-N'
ORMPtM S56 056 TAT t/6' ALTRC LRES AMM/61C.
OFlpNiI A[A'I!C DlA2NG 3 PIJ9WflkE DP'!Af A WCTf
t9 M4ROAFD oM FIJISI9C W M.:MtDWLL MIN HRCJFIC
FR#R DOM 1sLaHFH.* aaTAun PH CC ,w,}MICG
RNM UK SECUgM MAE@ M AM+D LDAO IEgUiE1OiS5
OF M HL9Aa ?n1. OCCC Oii RITtWaTKNAI
9URtWFO COPE TIT 7EI:S`.31 MW E.X sPr4
RR RLOtAPC TOR UND9JRIHD tX9b3 AE4C+6W, 4HMRA 46 F60JRC).
PtEP ATRN ' -AIS ST oT1ERS SHEET 2 OF 2
vjI,r ' LAC SCREW" ON 24' DENIERS. 1-I/6' O.O. RASHERSLUSH MOUN N G %COATISMAYA4MiFEi{S DO {TER NOT REOULOAO '4 PR04OE' A C•_USN tlCi3tiTRK. SURFACE. H6i71Z0NIAl-iT1FW85 DO NOT TRANSFER tND.
af6'Aa' SLEEVE ANCHOR BMTS ON 2s' CENTERS MODO P9 " ocmmm
WASHERS *OCLUD D RAIN SLEEVE ANCHORS.
ORR/a'x3' TMC'AH SCR£XS ON 24' 'CENTERS (ZOOD PS l CONCRETE) OR w
CENTERS (C-GO &Da ), I- 0.0, WSHM REOIARED WITH TAPC96,
ANCHORS MAY SE COLNIERSR6K (RUT FAH REQfERED) TO PRO+ADE A HUSH MOUNTWO
SURFACE. SCRZONTAL 1A14S 00 NOT TRANSFER LOAD,
RE'AER TO O SMA M51-161. A UCCENSED MUCH
P6J9fESSIONAL MAY A.SCi BE EMP.OVM TO APPROVE )MMI10ITE FASTENERS AND/OR
JAMB CONFICURkRO iS.
2.61ELLOW7 STOP W.MILAW- ST DOW RWA'SPR NO SUM
PPE :MID / r 20 GA WK. OALV. STM 'SW S;
mow-
t
20 OA GALV. STEEL WIER' STU
tAC1ET5 fASTEitD 'O iAU00 I N 16 OA CALV. H M.E. ZWB-/
ww' ONE 5/16'.1-5/e uc S--" t 4 vcN >SNGE FASTED ro
PER TRACK 9RACAEL e ) SNST METAL
2' GALV. STEEL TRACK FASTENED TO /
j} SCREWS. 5£E* w
12 Gl C-ALY. STEEL TRACK HACItiSS. 1 } L to CA OALV. ROIiER HNC£. EACF1 iP:CE
TRACK A7ACNED TO EACH BRACKET 11 FISiENE9 TO £HD S7F.ES MITH i4) 1105/6'
M1TH ONE 11A'45/6' Sw A NUT OR SHEET METAL SCREWS ND (4) 1/*'xJ/4' SELF
TWO f/4- Dw, WATTS IWPNC SCREWS. SEE 14EM V.
2' f0 6ALL SHORT STEM STET=
RCLLER WIN STEEL OR NYLON DOE.
Au1IE: Tit DESCN OF THE SOPPORSWG STRUCTURAL EEe'MENTS SNMi BE -Aft
Of THE PROFESS40NAL OF RECMRD FOR THE SA96YC 0fi STRUCTURE
NO N ACCORDANCE 'MPH Ci MIEN7 aLLC Hw COC£S FOR THE LOADS LMW ON RT E
OR4"4 C.
DATE ESCRIPt!IN
REIRSION HISTORY ON SHEU ONE.
TIOTE- TR4CX COKF!CURATION
AWVE THE WOR OPI-NING
DM NOT AFFECT THE WNW
LOAD RATING OF TMHS DOOR.
AR WM,4
e' TALL DDORs AND wwEa
LHR TOP BRAGKE,
13 tt CA.X 1i. 14AC BReCQ7,
E— fiM'lOCD T, Rom .uYe A'DfH
apLS1 M,ORFJNTAL
S/TA'.l-5/6' Rum iAF A1CAS.
S
A Z.
P
rrxP,srr1.AMmMW. TRACK sfn:AOFE'Ss
0011BLE '1TAL'x
i rny .EanRrnM 'wnro.
iYe1f fIMOES. IP. 1.m4 PI
y8 gy mAa PPJl.61WO.L tav
DOORµNSNLLESU^' j
O0a13 O/!R A rA1; !
oA xv, sPm TAD aAr ¢T.
DACM FA4RDC9 W tAiAw+m+
1 i iI S :µv. STEEL 11UM
l III, +=eaRitRr ac' Mw.
aAYAtN
2Fclopay
0//2f
s
ON ENGwR
MHOtBuilding Products WASOHiOOsx•p+ I(S?3) .77O-
Pi. i236L2. fOmponj wm
FM GOOKS OId
H2'-9' '6LN. TAPS
MIRDN SNV MOT WCM
P,RmI= CONSULTFwOw
10IM o—$ A DES"
LOA:S: i25.
0 P.SF. Q -32.0 PS.F. TEST LOADS: +37.5
PS.F. N -46.0 PSF, t vTNAOAA A4TRG I
MAX DOM = 1,A; 4 I
9'W x 19'H tC . CN RP STEEL
PAN SiN(ii-DATE, 9Y
s25/-32 PSF BI DRAY¢NO »AHRDA
YDF
301,159 1 iac
Florida Building Code Online littp,,://www.flori(labuilding.oi-gfpi-/ptapl)_dtl aspOparam =wGEVX ...
n-m -
ACIS Horne Lag In User Registration Hot Topics Suhaitt Surcharge StatS & Facts Pilbkations FBC Staff KIS She Map LnkS Search
Oe Product Approval
USER: Public, Use,
Pr aSlilk NA,$Q,11 Mtlpo > Appkakcll i,t I AppOwtiQn Detail
01
R3FL # FL 1 /499
Application Type Revision
Code Version 2011
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Mcinufacturer, MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@rniwd.corn
Authorized Signature Brent Sitlinger
bsitlmger(q)lTflwd.com
Technical Representative.
Address/Phone/ Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single [lung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M, Urich, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) 5AAnd#rA -Y-C"-
AAMA 506 2011
AAMA/WDMA/CSA 101/1.S.2/A440 2008
AAMA/WDMA/CSA 101/l.5.2/A440 2011
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 option A
I of'I 4/ 13/20 18, 7:05 AM
Florida Building Code Online 4
httl)s://www.flot-i(i,ibLiildiiig.org/pilpr app dL1.aspx?param=wGEVX—
Date Submitted 01/15/2018
Date Validated 01/15/2018
Date Pending FBC Approval
Dale Approved 01/21/2018
Summary of Products
FL # Model, Number or Name Description
17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No Fl, 1,17499, lu CQAC., FAI, Wit0ows 185 SH (Fitt) Impact
Approved for use outside HVHZ: Yes
Impact Resistant: Yes FL17499 R3,C CAC, Mt %,wnd()w-s I l35 51-i (Fill) Impact (5;
1DesignPressure: 55/-55 Dolte,pdf
Other: R-PG55*, Missile Level D, Wind Zone 3, Glass to be FLI 1499, VQ C CAC M1 Wndow.s 185 SH (I larige) Impact
bedded in Pecora 896 sealant. 3).pd(
FLI 7499, RD C CAC III Windows - 185 SH (Flange) jtripitl-t
4).Pdf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
F1 IT499,R3,11 08 02545B,pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL, 17499 R3 AF 151332113 3,p(Jf
Created by Independent Third Party: Yes
17499.2 185 Sit 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ*. No 111499R3 . C'AC,,APC(1336I)E1726,01109 41 Ro Approved
for use outside HVHZ: Yes SH(l L6 wa ver),pdf Impact
Resistant. No FL.1 7499 R3,C, CAC MI 185 SH (Fin) ( I J),pdff Design
Pressure: 4 60/- 60 Fl17499 R,3 C CA,:, MT Winckms 1,45 Sli (Fitt) Other: R-
PG60 FLI 7499 R3 (- CA(,, F11 \Nindows 1115 1.:11 (I lailge) 10),Pdr
Quality Assurance
Contract Expiration Date I0/08U018
Installation Instructions
FLI1499 R3
H 08 025496.pdr Verified By:
Luis R Lomas PE-62514 Created by
Independent Third Party: Yes Evaluation Reports
FLli,199
R3_ AL `:1327b-1,p(Jlf Created by Independent
Third Party; Yes 17499.3 185
sit 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use
I Certification Agency Certificate Approved for use
in HVHZ- No Fl-17499R3 C CAC APC(13363)El/19.0i JQI) Dj!j Approved for use
outside HVHZ: Yes SH (FLG, waivey),pdf Impact Resistant: No
I: I -A 749ci R-3, C CAC MI Windows 185 SH (Fit,) (1-3).pdr Design Pressure: +60/-
60 11,174" R3 C, CAC MI Windf.w- 185 SH (Fin) (14),pdf Other: R.PG60*
FLI 7499 Rlj- CAC MJ Windows - I;R5 Sit (Flarqc) M), Or Quality
Assurance Contract
Expiration Date 1011712018 Installation Instructions
rL1799q
113 It
08 02550115.pdf Verified By: Luis
R Lomas PE-62514 Created by Independent
Third Party: Yes Evaluation Reports A
17499 R3AL
51332,1 13-5,pdf Created by Independent
Third Party: Yes 17499A 185 Sri
36x71 Fin, Finless, Flange Frame IG Single Hung Limits of Use
Certification Agency Certificate Approved for use
in HVHZ: No F1,17499 R3 C Approved for use
outside HVHZ: Yes Impact Resistant: No
Quality Assurance Contract Expiration Date Design Pressure. +60/-
67 04/25/2022 Other! R-PG60'
Installation Instructions 2 of 41/
13/2018, 7:05 AM
Florida Building Code Online littps://www,tlovidabtiildiiig.org/pi-/pr, itt)p-,-(Itl.asr)x'?piti-ititi=wGEVX...
17499.5 185 SH
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ-. Yes
Impact Resistant. Yes
Design Pressure: -t 55/-55
Other. R-PG55, Missile Level D, Wind Zone 3. Glass to be
bedded in Pecota 896 sealant.
17499.6 185 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant- No
Design Pressure: +60/-60
Other- R-PG60
17499.7 185 Triple SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant, No
Design Pressure; +50/-50
Other, R-PG50*
17499.8 185 Twin SH
Limits of Use
Approved for use in HVHZ; No
Approved for use outside HVHZ-. Yes
Impact Resistant: No
Design Pressure. .+45/-45
Other: R-PG45
FIJI a199 W1 IJ 08-0,3163,pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by independent Third Party: Yes
Evaluation Reports
Fl,11,199, R31,AV,514t),32,p(it
Created by independent Third Party; Yes
1 5202 Fin/Flange Frame IG/SG Impact Single Hung
Certification Agency Certificate
Ff, 1 /499 R i C1 (.AC MI Writ'lovvi 185 Sri (F;r)) 1111paq
FLl /499 16 C ("AC Of windovq;? - 185 Sif (fin) fropa"j
F1.17-199 R3 C (:A(- 1`11 W11'001,s - lfnpo(t
2)'pdf
1117499 R,C CAC (41 165 5H ffl,)mjL) 1n-kf),t(j
5)'pdf
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
1117499,P3,111 06-02544BA,p(if
Verified By: Luis R Lomas PF 62514
Created by Independent Third Party; Yes
Evaluation Reports
F1,J 741,)9, _R "I AF S 11,12( (3- 1,p(
Created by Independent Third Party: Yes
52x84 Fin/Flange Frame IG/SG Single Hung
Certification Agency Certificate
1-111499 RJ, C, CK, AK-(1101) 47-RO 1t3,5 52
1 8X84 R 60(j()Q9If3)jpdf Ft."
J*1499 R3 C CAf,,, P11 Win(I 18, 50 (Flfl, 00).pdf QFf
t-/499 A 3 f AC III Winogy45 - t815 151-1 (t-" (9) p(If H-
1 7491), C -J C A C_ M1 Wmqo- ju5 H (1-1 Quality
Assurance Contract Expiration Date 10/
0912018 Installation
Instructions 1`
074„)9R) It 08-02546I Verified
By: Luis R Lomas PE 62514 Created
by Independent Third Party: Yes Evaluation
Reports R3
Created
by Independent Third Party: Yes 11Ix72
Fin Frame IG/SG Single Hung 11002 Flange Frame IG/
SG Single Hung Certification
Agency Certificate F1,
17491J P3 C C'AQ fit vJjt)tIr) 185 5H Trlpkt (fin" FLI
7,199 P3 C, (AC 1`41 Wimlow I( fiiple (fin, 0) ,
mff F1,
17499 P,i (, CAC 11 Window jn`, 511 Triple, (Flange) 3).
pdf FIJ
7499 R3 C CAC. f,11 Wimjv ,y, in' ,,If J'r7pje (!-kjjj Quality Assurance
Contract Expiration Date 10/20/
2018 Installation Instructions
FIL171199 10
Verified By:
Luis R Lomas PE 62514 Created by
Independent Third Party: Yes Evaluation Reports
1`1_
17499 K3 AF Created by
Independent Third Party: Yes 106x72 Fin
Frame IG/SG Single Hung 105x72 Flange Frame IG/SG
Single Hung Certification Agency
Certificate Ftj,7499
Ri MI W 181Sri (win (Fin) FL17499 k) CC'
AC NI W(fqjo*,,, IW) SH, Twin (Fit)) 4), pdf Fj 17491)
P3 C
CAC MI ftyjowS 1814 $H 1-win cF{dnge,) 3}.pilf h 3
of4 413/2018,
7105 AM
Florida Building Code Onfine lit(ps://Nyww.Ilori(labtiildiiig.ot-g/pr/pr__app_dti.asI)x'?p,li,aill=lw(,jl--VX... fAJ /
499 [13 C CAC f4i Windows - I WlSit fwjr, (Flat) J"'d
f Quality Assurance
Contract Expiration Date 10/20/
2018 Installation Instructions
FL17499_R311
08-025476-?.f)df Verified By:
Luis R Lomas PE-62514 Created by
Independent Third Party; Yes Evaluation Reports
FLI 7,
199, it,, _AE, 513:323f3- 7,pdf Created by
Independent Third Party: Yes Salk! Next
OOWQ IIS -:
Zr)() I BialfsOOV ROO, TOI!OaSsee [--J, ea M j2J99 PhP!a,, - _ 50 4 7- 4 The State of
Florida 6 an AAJFM employer C'Qpyjjgbt no3()13 State of Flo"da. :: P1t1,"y,5tOkMCnk :: Aq;e5sb#y,S(,4kqpl-qqt :: Re V j 10 , _ $taAeijbeqt UnderFlorida law, emaq
adclie.-SSeS aiP. p"t)k records. It you 10 not Want your e-mat address released in response to A Publ-c-recOrds request, do net send electronic rmail to this "Uty.
Instead, contact the office by phone or W 0-aditOnal mall, if yet, have any q-ki s1nsA , please contact 850871395. `PursuanttoSection45 ,,.275( 1), Fk)'Jda
Statutes, effective October 1, 2012, licensees licensed under Chapter 455, RS. must provide the Department with an 0A.M&A address if they have one. The ell'alis provided
may be used for official communication wait the licensee.licensee.Howeverweve, email addresses arepublic record. If you do not wish to supply a personal ielrjm5" please pmkle the.
Department with an colail address which can be made available to the publk- To deter -nine if you are a licensee utwier Chapter 455, F.S, plea5e click bgrCL.
Product Approval Accepts: 711 F- I
it -all F—!"
21 a Credit CardSafe 4 of 4/
13/2018,
7:
05 AM
10NN N,RFA !S :-FSiCN7D AN-', VA%LACTi;F:D 70 A, i- PQAT
V703 A OE rARCA 300ING LS' JE WCOD FRA5N3
AND MASCINR",' 3„ DES'GNtJ AND AN,.,IQRL-Li TR"57P
An ACE 7 KRAWK, QWW AND =%NR' MEANG S li- 0 N
S 3 71 W 1), Bj''
K lnlJ---R S r!"--'L
S iV SR 3J. K 70CKNESS jS -ESS 71AN r-1/2" AADDA UV-El''_.BE ANCHOR_.. NE '
RME A AWORDAWE WTH MANjQCnJREV5 PU&SAD NKRAWN NYWOUNS
ANS SM" HE ;A,S7EN7D MWS'ONRY, CVN,':
P-ZTt. OR UAR YRXUJTAL TGONU MATMQ. WNA WMD 31K SAW%
T -/2- OR WEATER, BAK S"n K RCJQ y ASTENCD T MASON,;,-, OR
WAR 5QKWM, SATUT ANDOW jWS MM BE AN:'<)RE) SMO
10 YaWD WWD BAK N AUMMM7 W7! MAN,;FA,7'..',EA,
S NSTA,--A-:',N WWO - X BIX S
NY OUP VOW OR MATERMS M07 BE SVA07I W70 A-Rn!7 COATI,N', m,--k4FPANE S-
C-iON CCAT;NG OR S WSPOWONY OF THE APCH7FC- OR CKS S,,
A n t-,
X t,D, BOWD ABODE AANOR FOE SC Twi F-RAVT SjRp^-,- 'S PRO OE" OF ON NT&OWN
AN AS
NnAD 11 ORAMF !NTk!fT0% SlW AS RETYRED 47 A, CAN"C';<,' LDCAiION YkTH tOA'
PFAPNC ;F4W, S-Rl, WHERE SPACE:R 9. VMS SMa BE 0071 ARP'. D AND
MOE %0V MAERIS AND -HC"&S CAPMi.E Aimv -,00 :%lRA7;:,A --AC-DR Cd=1,
6 A';6 10 WOOD ^k M&AWKS RA,V7 -7:PA- R-vC, UNAS M07
BE GOED AR ATW PnD-3401
SO S,TM 11 ,R 3,,ASS D77,;I-S SIS77-M, E 7 PRODj.- N W!,ND
REC W WE RM=, O ON M7 WW! FAMG
OR 2X BAK
Of wow WRuf IN j -: -X: , N;:7-, Tn A ' ',"4' FMSEJVr
a AC&E MC40PS A: SHOWN N E:,rVtn-J;)
NS, -A'C' N-7k,-OTl't,N D--7AILS wip NC NNES DCA-s COMP011"i- rl- DF,
Szwlz l
wool)
Q TO
AWHO&W -nOn %
Mt NQ 0,
002
RA OR 27 SWK BE PV MO-- P -h3T - VB, kA N t Q&TRA7 ! 3WE
A's 5Dv, AND 7,,--7Ai,-
E rN ANCIRW TIMCH Q"E 00 61ASXW00WWq UO 3p 6"
OnWS M SAMENT ANON 10 Sj2,7RL-7E I -t 0- MiNWOU
EXE DS4WE WCOn AUMMS IS SHOWN N VFaMS
AN,-) 1T FUR AMMMU 7MOV Q"E 1AZ MEMi OR&-lL UR
PO SMS OR S47 S"WS W- S"ClZKYS 7 A_ .IE 3 ' RWS VW"
M BFIMCD Vik- -0CA-L S?Q'0,'N 1, E-L-A7SONS 4ND ;
Ns -jA--A7iCN q WTA-AMN A%CrQIRS a., 5i NS7A-'-E-S N ACCDPDANCE
V,,T!l ANC 10`% WAN 26,ERT NNALOWN AVQJC-,iLNS AN- A4ZHOiRS SAi-LT ' sw7nus WF,
74N:m% .7S Al, -7-ic 1AINWiw SPE241ED IEQV; A wwD
mumv s%xv 3"u? 0' 0 82 3 COAME-E
MwwJv zwp"wo STREAN, Or 2M0 PS AE-v C9-,
18GA 1481 AQWSOV-001 OR A-WN,W, ")=J,()KS "
4FC -' i,r
SIGNED." IW4107 M! WINDOWS AND
DOME ULC wwwwL 650 WEST MARKET STPEET 9 ol,
G,PA7Z,
PA 17030-0370 51 SERIES 185
ALUMINUM SINGLE HUNG WNDOW
52" X
72" NON-WPAC, NCOES TATE
OFk, 08-02549 N.G, NAL
N7S JoATF 12/29/14
OF s 4
LomasF.
E.IMFLNo:
S2S!
4 L Rl0BFRTl-l-XA4s;l-
MMMW W LEW= W2=
1
MAX "Nic-
v;'x, 2'
V'x
T
V, X vl"A x
AME
2,
185 ALUMINUM SINGLE HUNG WINDOW 185ALUMINUM SINGLE HUNG WINDOW
oasiGNEF EXIERIOR VIEW
FLANGE A FINLESS INSTAid.A T70N FLANGE& PNLESS INSTALLAT1CP4
SEE Ch-AP7#1 FOR SMALLER UNITS RECUIPECANCHORS SEE CHART#I.,=DRSMALLER !)NfSPEaijiPEDANCHORS DESIGN
PRESSURE RATING IMPACT PA ITYN03
60.DPSF NINE D -, ;
ES A;
l X V I- V, s A 1 x 2, -
C 4,1 X 32 1'
k"Al - X 4 HARDWARE
SCHEDIAE ZiETAL
SWEEP L,)CK A-$" FROM EACH E%C WTEFUOR MEETING FAJL TLCCK
AND TACKLE BALANCE AT JAMBS CHART#
1 M!
WINDOWS AJNfl-` DOORS, LLC 650
WEST MARKET STREET GRATZ.
GPA 17030-0370 SERIES
185 ALUMINUM SING! -' HUNG 'WINDOW v2'
X 72 NON IMPACT FLANG-- & --
1NLESZS ELEVAT,ONS MAW4
77 N.
G. -8-02549 NTS
I 'A 1 112/29/14 2 OF 11 L.
qCBERT044WASPE I'
v 4000F,',RD PD UIVWSVX-c' NC 2,13r 434-
dde-0609 D7;
SIGNED:
lZ4412017 AL
0 51
jATr- OF -
Zz7 ONAL 11,
0VI\
Luis R,
Lomas P.F. FL No.:
82514
REY%.SY,iN
C.scant Jh JJ. 4n?P.Cv'
S , 3.
CHART #2
Number of anchor locations required
Frame Frame Wito in)
Height 18.00 24.00 30.00 36.00 42.00 48.00 52,00
j (n) H 8 S Jamb H A S Jamb H A S Jamb H A S Jamb H d S Jamb H b S Jamb H 8 S Jamb
24.00 3 3 3 3 4 3 3 5 3 6 3 6 3
1 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4
36,00 3 5 3 5 4 5 5 5 5 5 6 5 6 5
I 4200 3 5 3 5 4 5 5 5 5 6 5 6 5
I 48.00 3 6 3 5 4 6 5 6 5 6 6 6 6 6
54.00 3 6 3 6 4 6 5 6 5 6 S S S S
4 7 5 7 7 6 7 6 7
4 66.00 3 8 3 S fi S 5 8 5 8 8 S S 6
72.OD 3 8 3 8 4 8 5 8 5 8 6 8 6 1 8
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERK)R V]EW _., XTERIDR Yi_ w
FA INSTALLATION FIN INSTALLA770N
SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 92 FOR SMALLER UNITS REQUI.REG ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
i&O.OPSF NONE
3 i
tau
M,X.,M—V _.._.. 4; ;o" X 32
S" X _,2 _
VETAL S'NEEP LOCK AT 6` FROM EACH END INTEPIOR MEETTWI FAIL
BLOCK AMC TACKLE SA -A E AT JAMSS
SIGNED: 12114,2017
V! YvINDIIWS AND DOORS, _LC 650
WEST MAPKET SP E7 J?'i
L
vv
GRA2,
PA k' 6 *.
ER1CS ;S5k'_UMiN'JA1 SINGLE NGOYt 52" X
72" NON -IMPACT ACT tINELEVATIONS
N.G.
68-0253 B ifijj' JDNAL Luis R. !
AT^L2fi ,p.E. FL No.:
62514 s _r
N-C asz +, 2j 2S/! 4 Or ' j9 L ROBERT6i.
OMRSP.E 1432 WOODFORD
RD LEWISVILLE. NG 27D23 434.685da~
P5 rl r.•romas .gym
S.i i=`? mil,
AP'=RC';E'
INTERIOR
EXTERIOR
PRO
4 1,<,
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUOK,''NSTALLA PON
NOTES:
7 :N7ER7OR AAtG EXTEri;Cs3 F1V'fSHES, SYC ERS,
NC- SHOWN COR CLAR17 Y
2 PER11dfTEA AND JOtN7 Sc'A:.ANT BY CTt!ERS 7O BE
DESIGNEC IN ACCORDANCE W11'H AS1M E2112
I
s 11$l lj
M
S. .-NC ^'1n
i ii,C ..w._
JAY
L,.
N INTERIOR
r _
S'A,NCE 7 —
71
EXTERIOR
JANIS INSTALLATION DETAIL
WOOD FRAMNaG OR 2X BUCK (NSTALLA7ION
SIGNED: 1217412017
MI WINDOWS AND DOORS, LLC
69-0 NEST MARKET STREET
G ECPA77, PA 7330-037L A
SERIES 1,85 ALUMINUM T52"X 2 NON -IMPACT
YiNDOW
FL,NG£ INSTAL_AjN I- TAT/ OF N.
QS-O E 9 rOAIAI Gins
R. Lomas P.E. a'
S 21[9j A Gr II L.
ROSSRTO LOWS P E. 1412
WOODFORt RD LEMSVILLE, AC 2,0113 asa
aanecma".am FL
Ne.: 62514
T'J
4" m AX.
v Sr. :i._
INTERIOR al INTERIOR
IF—
rt
r E.rT RIOR
1 JAMB INSTALLATION DETAIL
I i METAL STRUCTURE ?NSTAiLATION
SEAI.aM1'
a MAX,
VERTICAL CROSS SECTION
METAL S7Rt7C7U,RE INS7ALL4—,ON
NOTES'
INTERIOR AND EXTERIOR FINtSH£S, BYOTHERS, NOT
SHOWN FOR CLARTY 2.:
ERIMETER AMC) JOINT SEALANT BY OTHERS TO BE DcSK@NECI
IN ACCORDANCE W{TH ASTM E2172 REL;
t4raS SIGNED'
12,11412017 M=
WINDOWS AND DOORS, LL tiRillL1 I'7// fi
0 WES'' MARi<ET STREE? O
JABy r GR,
A-a. ?A 170Y,-G37C v,'\% Ati, S S
SRI7-S 185 ALUMINUM SINGLE 'i 'NG WJNDG)Vv 52
X 72 NON -IMPACT LANGE
INS7A__A )1 N J TAILS A . FTAi 07 +,k 1ORO
w h
08-C2549 UiS
R. LOm^S N?
S J''A 2/.9/4 5 0- L.
ft'JD RD ?.c. L-M$
V
sa32/Dr'ORf3 RD LEkYtSVi+„tc. NC 27, 7L
NO.: 52514 436-5cZ4-0 +!)antas.bbm»r a.;bra
V,
P7CNLA' X t-,CK
M"
7
INTERIOR
EXTERIOR
S7E VC
31 4
VERTICAL CROSS SECTION
CONCRE7EVASONRY NS7Al-ATlCN
INTERIOR
EXTERIOR
EAIIKE Roo
z
JAMB INSTALLATION DETAIL
CONCRF-TF MASONRY iNS7ALJ-A,-,K',V
NOTES:
1. IN7EMOR AND EXTERIOR FYVIS}!ES, SY OTHERS,
NOT SHOWN FOR CLARfTY.
2, PERIMETER AND JOINTSEALANT By 07hERS TO SE
DEStGNED YV ACCORDANCE WITH ASTM E2112 SIGNED" 1211412017
Mi WINDOWS AkID DOORS. LLC
550 W[S7 MARKET STREET
GRATZ, PA 1703c-37-, N
SEPi[S '35 ALUMINUM Sl%,!-;-7 HUNG WINDOW
52" X 72 NON-WPACT
PLA14CE INISTALLA'ON 1,E7AiLS A OF
0
or7- 08-02549
4-Is l' 12/29,114 CF II
LHOSERTOL00"SPE
1432 A000FORD AD LEWS01; E AC 27023
uis R. L mas
No.: 525144J4,6E& 9 C=
I
2" v,N
W RA Md N G
2Y, BUCK-
riFK
t n^.tir `
I it's '/
4 MAX.
3IR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, 8YOTHERS,
NOT SHOWN FOR CLAR{TY.
2. PERIMETER .AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTJW E21 i2
evis,c
i
INTERIOR
EXTERIOR
2x eucx
EA21NTv JAMB
INSTALLATION DETAIL WOOD
FRA44ING OR 2X BUCK INSTALLATION SIGNED:
701412017 E
WIN OWS AIN[) ;_i,C RlllLt SDOORS, TRET656DWESTMARKETGRATZ,
PA 1710,30-0370 SERIES
155 A UMINUM SINGLE HUNG WIND1 01W 52'
X 72' NON —IMPACT D
5 Fi.
N_ E SS INS'+A:LA:lOk 3 -kl_S 7ATrCy' L
FiRaY'W- Dt1v N_ r; [ti J0. 0'•''\ 08-
02549 s,
nL` NTS -r 12/29/ 14 IS-7 07 11 L
ROBERTO tOMAS "E. r432
WOODFORD RD L EWISVILL., NC 27023 Luis R. Lamas P E Na.:
52,514 . . 434-OM-O&I9 Nulloa.-,f XtmasP=."xn
AL
Ni-
R
i NIC
HST'
INTERIOR
EXTERIOR / `_. i 1
CK ' rz0p,
VERTICAL CROSS SECTION
METAL STRUC riJRF iNS7A LATiON
NOTES.
1, IN7ERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOT SHOWN FOR CLARITY
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BF.
DESIGNED IN ACCORDANCE WITH ASTM E21; 2
S' i c <A;
SSAAA 7
y`A?
JAX
iEYf5i4'1S
y v=_,CR;M Cm+ tJ't . RCYi
f 4" MAX,
I
INTERIOR
1
MIN f
DIS-ANCI__._...--
I
EXTERIOR
JAME INSTALLATION DETAIL.
METAL STRUCTURE INS T,AllAT,ON
W WINCOWS ANID DOORS, LL--
650 WEST MARKET S'.RE
GRATZ. PA 17030-C376
SER;ES 185 A' JMINLM SINGLE HUNG WY NOOW
X 72" NON -IMPACT
FlINIHSS INSTALLATION DEET.A'LS
RA'A3k 'vYtG µ0.
N.G. 08-02549
NTS OF ' 1
i. RORER70 LCfldAS ? £
7432 YX. WF0RD RAt EWi3VtL E, NC: 27W3
9.i4-5t39-Q5P9 arza+Ht>ns».Can
SIGNED: 12114,12017
fA7 i
4,•*\0£N3,
5 TATE Or , tj,
R0 %
Q's ;
Oi219 • J
Luis R. Lomas P.E.
rL Na.; 6:53A
1/4' VN
J,
NTERIOR
EXTERIOR
4' } ',
By ,FRS
DIS ANC-
P7,S.—D -,SS
A
EXTERIOR
JAMB INS TALLA TION DETAIL
CONCRETE/MASONRY INSTALLATION
ICP QC'D R,
NOTES:
APRO,—, I'
vc 1, INTERIOR ANO EXTERIOR FINISHES. SY OTHER,S, A
N, HA NOTSHOWNFORUARfITY
L
2 PERTER AND JOINT SEALANT BY OTHERS TO BE M CzDNk -
x CK VAX OESIONEC IN
A=ORDANCF WITH AST&I f2l , 12 7 SIGNED:
12%1412017 IV S
V11 WINDOWS
AND DOORS, IR• L
0 650 WESTMARKETSTRE-7 GRATZ, PA
17030--,370 SEPIES '515
ALLMNL)M SINGLZ HiNG WINDOW 2" X
72' NON—IMPAC7 NSTALLATION DETAI_
s SW OF VERTICAL N.
G.
OE-02549 vix IYAL - Na,
CROSS SECTION12/29/
14 9 F CONCRETE4VASONRY L.
ROScRTO
LOMAS P.E Luis F. "ocs pl, rr 11132WOa.
OFORD RD LEAISVt E, PC 2702E No.' 525!
4 0.,wmp
IN
1Y G`-'xvVE.
N
M;N
r INTERIOR '`
k >•
INTERIOR
4 r-
EXTERIOR i
EXTERIOR
VERTICAL CROSS SECTION
WOOD FRAA-fiNG OR 2X SUCK'NS7ALLA TiCN
JAMB INSTALLATION DETAIL
SlvOP FRAht1NG 4R 2X BiiCK 1NSTAL:r5T10N
NOTES.
I. tNTERJOR AND EXTER)OR FINISHES, BY OTHERS,
1 ; 4" tfAX NOT SHOWN FOR CLARITY.
r'f,i; F 2, PERiME; ER AND X9VT SEALANT BY OTHERS TO BE
DESIGNED tN ACCORDANCE WITH ASTM E2t I2
M': WINDOWS ANC DOORS, _LC
OOi: 6B0 WES-, MARKET-REE-
G,Ai. PA 030—C370
v SEP!ES S85 A: -Umm NU SINGLE JNG MN00W
S2 X 12' NCrN—IMPACT
f tv !NSTAI LAT-CN H AILS
08-02549
x432 AlOMF-ORO AD LEW1.4VILP, AG 2TG23
C3453&?Ett4 riiQ!nartk2scre.com
SIGNED: 12./14/2017
r •'\GENSF-xp
451kTEOf ,•w
i 0. t
j/JPNAI N",
Luix P. Lomas P.E.
FL No.: 52514
7
2 3/ 62
r I
FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB
CM 78501 CV 18553 CM ?8513
ALUMINUM 6063-T5.050' THICK ALUMINUM 6063-T5,050' THICK ALUMINUM 6063- T5.050^ THICK ALUMINUM 6063-T5,050'THiCK
j
IoR
2
IN7Eq*q
J
FLANGE FRAME SILL FINLESS FRAME SILL i GLAZING DETAIL
CM-', 8502 CM- 18554 FIN FRAME SILL FIN FRAME HEAD
ALUMINUM 6062- T5.0 55' THICK ALUMINUM 6063- 7,055' THICA CM-18506
ALUMINUM 6063-T5,050' THICK
2'
1, J-11
LOCK RAIL/STILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB
CM-18505 CM- 18555 CM- 18504
ALOMINUM 6X3-T5,062'THIOK ALUMINUM M4-T5.050* THICK ALUMlNUAf6063-T5.a55THiCK
ALUMINUM 6063-75,050'THICK
SIGNED; 72/1412017
WS ANDNDODOR-- YllWeIOLL' C T MAET 5C
WESRK ST PEET9, L GPA-7,
PA 1703C-
0370, E SERIES IE5 A-JMNUO
SINGLE 'HUNG WfN:)0A ' 5z 0 1 T72" NDNWPAC f*:
GLAZING
BEAD
SASH STILE 40RIlDt- RIGID
PVC,
050' TWOK ALUMINUM 60&3-
t- .050' THOK 08-02549 P,* F, Lamas RD OJROLE-67SX-' 1412
VIOCDPRD
VAC 27,
23
Florida Building Code Onfine b(tl)s://www.floi-idabLtilditig.oi-g/l)t-/pr app dtI.asj)x'?parallr-WGI'VX.,. 6CI5
Nome Log In User Registration Hot Topics submit Surcharge stats & Facts Publications FBC Staff eels Site Map Unks Search Approval
6— dbOLProduct00USER: Public Use( App,
q yal 'y Aupikk at a,, i i Appl,j(", t, r;t I Application (Wail a
pAllu Sr FL
A FL15349-RIO Application
Type Editorial Change Code
Version 2017 Application
Status Approved Approved
by DBPR. Approvals, by DBPR shall be reviewed and ratified by
the POC arid/or the Commission if necessary, Comments
Archived
Product
Manufacturer Mt Windows and Doors Address/
Phone/Email 650 West Market Street Gratz,
PA 17030 717)
365-3300 Ext 2560 bsitlingerOrriNvd.
com Authorized
Signature Brent Sitlinger bsitl
i nger'@rrt iwd. con) Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Category
Windows Subcategory
Fixed Compliance
Method Certification Mark or Listing Certification
Agency American Architectural Manufacturers Association Validated
By Steven M. Urich, PE Validation
Checklist - Hardcopy Received Referenced
Standard and Year (of Standard) UMOAN -Y-COK AAMA
506 2011 AAMA/
WDMA/CSA 101/I.S. 2/A440 2008 Equivalence
of Product Standards Certified
By Product
Approval Method Method I Option A I
ol'3 1113/2018, T2 1 AM
Florida Building Code Online https:,','Www.l'k)ridabtiildiilg.org/pi-/prapp dd.aspx?parafn—wGEVX...
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products ,
FL # Model, Number or Name
15349.1 185 PW
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: CW-PG60
15349.2 '185 PW
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design Pressure: +55/-55
Other; R-PG55
U3/26/2018
03/26/2018
03/27/201.8
Description
73 x 72 Insulated Glass
Certification Agency Certificate
Quality Assurance Contract Expiration Date
04/03/2023
Installation Instructions
FL 1 5349R 1 0_1 108-0 2 35 7 13. jjdf
Verified By: Luis R. Lomas, RE: 62514
Created by independent Third Party: Yes
Evaluation Reports
FLI 5349_R1q_AF__513 1 24li.pdf
Created by Independent Third Party: Yes
159 x 54 triple CHS Insulated Glass
Certification Agency Certificate
FLI 5349
Quality Assurance Contract
I
Expiration Date
01/24/2021
Installation Instructions
1`1-15349,1110_11_08 02949,pot
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Patty: Yes
15349,3 185 PW Impact 72 x 72 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No ILIS349 RI C CAC APC
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 06/25/2021
Design Pressure: +55/-55 Installation Instructions
Other; FW-t-055, Missile Level D, Wind Zone 3. Glass 1`11-5349, R10_11,08-(Q94£ i.pdf
consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, RE 62514
annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes
was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports
5349,JR,10 !F_5 782- ptif
Created by Independent Third Party: Yes
15349A 185 PW Impact 159 x 54 triple CHS Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No Ft 1 5349R I 0—C_,CAC_APC 8272.pcif Approved
for use outside HVHZ: Yes Ft-153-19 RI C _, (-AC ARC 8213,pdf Impact
Resistant: Yes Quality Assurance Contract Expiration Date Design
Pressure; 155/ 55 01/24/2021 Other:
FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted
of 1/8" annealed exterior- spacer - 3/32" annealed 0.
090 Solutia PVB / 3/32" annealed. Glass was bedded in Verified By: Luis Roberto I-offias 62514 Pecora
896 silicone with 5/8" glass bite. Created by Independent third Party: Yes Evaluation
Reports FL15349
RIO AF,5122786.1)df Created
by Independent Third Party: Yes 15349.
5 185 PW Impact 96 x 60 Insulated Laminated Glass Limits
of Use Certification Agency Certificate Approved
for use in HVHZ., No F( 15349_,IkIO1—G-.CAC ,11-APC 7962.pjf Approved
for use outside HVHZ-. Yes Quality Assurance Contract Expiration Date Impact
Resistant: Yes 12/05/2020 Design
Pressure. +55/-55 Installation Instructions Other:
FW-LC55, Missile Level D, Wind Zone 3. Glass F11-15349. RJO 11 "-01613f3,jAf consisted
of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514 annealed /
0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party; Yes was
bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports 2
of3 4/13/2018. 7:21 AM
Florida Building Code Online https:!"www.floridabkjilditig.oi-g/pr/pr_app_dtl.aspx?paraiii=w(jEVX...
FLIS349 RIO Ar-, 517?776,pdf
Created by Independent Jhird Party: Yes
Bade( No i1, I - t
V,(tvAq :: ;sLd) "Pt"Zmept :: RgIqY $tatletreqLAC tqm, , OS Under
Flotilla law, email addresses doepuUlk records. Wyou de, not want your e-mall address released in response to a public -records request, do not sendelecti"Ir mail to !
J,Ls entity, lostead, conta0 the office by phone or by tracklonalmail, Ifyou have any ques0ons, please contact 650.487,1395. "Pursuant to Section 15SWS(1).
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, ES. must provide the Oepintment, with anemail address ffthey have one. Theemalls provided
may be used for with the licensee. However email addresses are public record. Ifyou do not wiqhto supply a personal address, please provide
the Department with an -oviii address which can be made available to the public. To determine il' you are a licensee under Chapter 455, F.S., please
click hgpit,, Product Approval Aa plrsz
M U FM E-
1, M Credit CordSafe 3
of 3
4/
13 /20 18, 7:2 1 AM
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE
2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS 70 STRUCTURE. FRAMING AND ,,AAS014R, OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
1 ' X BUCK OVERMASONRY/CONCRETE iS OPTIONAL,
4. WHERE SHIN OR BUCK THICKNESS IS LESS THAN WINDOW UNITS MUST BE
ANCHORED THROLCH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 11-1/2- OR GREATER, BUCK SHALL BE SECURELY
FASTENED 70 MASONRY, CONCRETE OR OTHER STRUCTURAL '_JBSTRA7E, WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6, WHERE 'X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW !NTlZRJOR FACE SO THAT F'IJLi. FRAME SUPPORT IS
PROVIDED.
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION W!7H LOAD BEARING SHIM, SHIM WHERE SPACE Of 1/16- OR
GREATE RER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE
9. SHIMS Sr ALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
IC. WIND LOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11, FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5.
12. UNI'S MUST BE GLAZED PER ASTM E1300-04/09.
13, APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS
14, FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEEDIVEWI INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTAL-ATIONDETAILS.
ED
REVISED INSTAiLAINON DETAILS
REVISED NAME AND ADDRESS T7C/27/16 ! R.L.
5. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2Y. BUCK USE JlO WOOD
SCREWS WITH SUFFICIENT LENGTH 70 ACHIEVE A 1 1/4' MINIMJM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
15, FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH,
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
1/2- MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTA_A'40N DETAILS.
17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMIUM. BEYOND
STRUCTURE INTERIOR WALJ_ LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INS -RUCTIONS AND ANCHORS Si%4ALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOL; MINIMUM SPE"IFIC GRAVITY OF G_'CA2
B. CONCRETE. MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER A;TM C90 WITHFr,,=2,DOOPSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS/FU=52KSI OR
ALUMINUM, 6063-T5 FU=3OKSI C48 - THJCK MINIMUM
20, GEOM:lRJC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
Sllik_!_ NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGLILAR ASSEMBLY SHOWN
IN SHEET 2.
TABLE OF CONTENTS
SHEET Nal DESCRIPTION
N07FS
2 3 ELEVATIONS, CHARTS AND GLAZING DETAILS
4 12 INSTALLATION DETAILS
SIGNED: 11/7512016
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST,
GRATZ, PA 17030
0 51SERIES185ALUMINUMFIXEDWINDOW
73" X 72" NON -IMPACT
I I
NOTES TATE OF 44,_
0
DROWN,
J.L. 08-02357 B i 9/ONAI
I/yl I! 171,0'\
Luis R. Lomas P.E.
FL No.: 62514
KITS I— 09/C3/14 OF 12
t
1432WOCIDFORD RD LEWSWU'l 9 NC OV23
72 1/2- MAX FRAME WIDTH
fMTE
6' MAX 1 MAX C.C, 6' MAX A I REVISED NSTALLA?`30N DE7A,-S 06/01/15 R,L. NOTES: f
6" MAY, NAME AND ADDRESS 10/27/16 R-
CHART#1
Number of anchors required {without rigid fill"
MAX O.C. Frame PramxwjWh(Iai
Height 24,00 20.00 26.00 42.O0 1 4&00 1 $4.00 60.00 640 7250 H45
pamb HAS iab H&S pamb HAS wb HAS PAM14 H&S jAmb H&S m HAS(lamb H&S ism 24.
00 2 1 2 2 2 3 2 3 2 3 2 A 2 4 2 1 4 2 5 2 2
2 2 2 3 2 3 2 S 2 A 2 4 2 4 2 5 2 2"
X00
315,
00 2 3 2 3 3 2 3 3 3 3 4 3 4 3 5 3 5 3 MAX
42.479 3 2 3 33 3 1 3 3 1 3 5 3 5 3 6 3 FRAME
4&00 2 3 2 3 3 3 3 i 3 4 3 5 3 1 3 6 3 54,
00 2 4 2 A 3 4 3 4 3 4 4 5 4 6 4 7 4 w,
00 2 4 3 4 3 5 3 5 4 6 5 5 6 5 5j7 5 j:
4 jF2 I4 3 5 3 5 3 8 4 A4 65 s 6 6 Li
5 2 3 5 3 3 5 4 7 5 7 A 7 7 7 REFER
TO CHARTS -------SERIES 185 ALUMINUM FIXED WINDOW 1 &
j2 EXTERIOR VIEW CHART#2 FOR
NUMBER OF ANCH'
ORS REQuIREE, Numbof anchors required (with rigid fillfillers)ef 72MAX
FRAME WIDTH. —1 Rm. Fw. width 4n) I 5'
MAX
j i 18- MAX O.C. Heigh 24,
00 30.00 p 3C00 42,00 48.00 1 4.00 1 10,00 M 1 7150 I . 5'
MAX I-) HAS 1ab HAS amb HAS J*.b H&S Ja --mb HAS Pebi H&S J9.b H&S PaMbi HAS PaMb HAS PaMb 2A00 2
2 2 1 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 39.00
2 2 7-2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 2 1
2? 3 21 3
3
3 3 3 3 4 3 A 3 4 3 5 3 COO 2
3 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 43.00
2 3 2 3 3 3 2 3 3 3 4 L ' 3 4 3 L 1 3 54'" 2
4 2 4 3 4 3 4 3 4 4 A 4 4 A A 5 4 80.00
2 4 2 4 1151 3
4
3 4 4 4 4 4 4 A 5 4 4 71
1/
2- 68,00
2 2 4 4 4 1 4 4 4 4 4 4 4 " MAX MAX
0.1 71,
50
2 5 2 5 5 1 3 1 5 3 1 5 5 4 5 4 6 5 5 E FRAM
7SEE SHEETS 4-7 F,P. INS TALj_ATlOIY OETA&S HEIGHT 0
f1
REFER
TO
CHARTS --' SERIES 185 ALUMINUM FIXED DESIGNER WINDOW J1 & #2
EXTERIOR VIEW FOR NUMBER
OF ANC -,ORS
REQUIRED DESIGN PRESSURE
RA 111G ;MPACTRATING 50.OPSF
NONE MI WINDOWS
AND DOORS, LC 650 W.
MARKET ST. GRATZ, PA
17030 SERIES 185
ALUMINUM FIXED WINDOW 73" X
72" NON -IMPACT FLANGE & FINLESS
ELEVATION & CHARTS OPA*N:
70. J.L. 08-02357 NTS 1—
09/03/14 1 — 2 OF L. RC47ERT{
7 UWAS P.E. 74V WOODFORC,
RD LEMSVILLF, NC 27027 SIGNED: 11,
11512018 0 4f ?/_
1 0
1
0. IIONAAL'
v"
lllmol"
Luis
R.
Lomos P.E. FL No.:
62514
4.— 72 1/2" MAX FRAME M07H --{
E
6'
1MAX j 18" MAX O.C. j-- 6" MAX
18` IMAXO.C.
71 1/2-
MAY
FRAME
HEIGHTj
j E
i
REFER TO CHART #3 __--_
SERIES 785 ALUA.9INUM FIXED WINDOW
FOR NUMBER OF EX7cR10R VIEW
ANCHORS REQUIRED
fit 1/2" MAX FRAME WQ7H -----E
v' MAX---- 18 MAX O.C. --§ - MAX
I
3lil
is -
MAX O.C.
71 1/2"
MAX
EI,
1
REFER TO CHART #3
OR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW
ANCHORS REQUIRED EXTERIOR VIEW
0FS791VPRFSSURF RATING IMPACT RATING d60.
0PSF NONE NOTES
MAXIMUSf
D L.O.: 63 314' X 58 3%4" a<
TE AP -ROVED A
REVISED INSTALAIY01 DETAILS 05/01/15 R.L. 5
REVISED NAME AND ADDRESS 10/27/ 16 R.L. CHART
K3 Number
of anchors required (fin inslaliaGon) frame
F—ii width;inl Height
24A0 1 30,00 M.00 42,00 48.00 54.00 60,00 1 66,00 72,50 in)
HAS anib! HAS Pamb HAS Jamb HAS amb HAS JAMb HAS JaMb HAS JaMb HAS P..b HAS pa.b 24.
00 3 3 B 3 3 4 4 3 4 a 5 3 8 3 8 3 30.
OA3 3 3 3 3 3 4 4 3 4 3 5 3 5 8 3 36.
00 3 3 5 3 4 3 4 3 4 3 5 3 5 5 3 42,
00 S 4::jj S 3 4 4 4 4 4 4 4 5 4 5 4 6 4 48.
00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 1 5 4 6 4 54,
00 3 4 3 4 3 4 4 4 4 4 4 5 4 5 4 8 4 80.
003 5 3 5 3 4 5 4 5 4 5 5 5 5 6 5 i
woo3 5 's 5 3 8 4 5 4 5 4 5 5 5 5 5 5 5 T1,
80 3 6 I 3 6 3 1 8 1 a 1 6 4 6 1 4 6 6 8 S 5 6 8 SEE
SHEc T8 90F3 INSTALLA.77ON DETAKS MI
WINDOWS AND DOORS, LLC 650
W. MARKET ST. GRATZ,
PA 17C30 SERIES
185 ALUMINUM FIXED WINDOW 73"
X 72" NON -IMPACT FIN
ELEVATION & CHART DRAWN-. __
J.
L. 108-02357 scxE
NTS — 09/03/14 6N-3 OF 12 L
H HExra cows r5. 432 KDODFORD
RD LE,VVISVX2 _E A'C. Z7023 43a.68BDo'
08 r s Xi.%arox.cvm SIGNED; 11/
1512016 4f 1251
QTAT
OF
S OR
ID Luis R.
Lomas F.E. FL No.:
62514
i'R 2x Buc , K
EXTERIOR
MIN,
Vt,E "17
INTERIOR
VIA
7
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X
p A
T-777---17—
V, N
F
INTERIOR
Vccl"" -AWNC EXTERIOR
0r 2X SUCK
STA
JAMS INSTALLATION DETAIL
WOOD FRAt,ljt,G,O.R2)(SUCK ;NSTALL,ATZP1
y FZF MAX
K-
EXTERIOR
C p
INTERIOR
VAX,
VERTICAL GROSS SECTION
AfE,'A, STRUCTURE WSTAL—,147ON
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WC7 AL37-Pt,,C,-UPEiNS,-ALLAT;ON
NAME AfJr
NOTES.
7, WTERIOR AND EXTERIOR FhAASHES, BY CTHERS,
NOT SHOWN FOR CLARITY.
2, PERIMETER AND jO!NT SEALAN73Y 07HERS 70 BE
DESIGNED IN ACCORDANCE WITH AS7M E2112
SIGNED: 1 1115,;'20',6
WiNclOws AIND DOCIRS. _LC I 1111 J;' /
650 W, MARKET ST,
PA
R. L,
NZ 1
NNE A1,9 GRATA17030O \
r,
SERIES
185 A;' MINUM FIXED WINDOW Si 7
73X 72 NCN-IMPACT OTA NFINLESSS7ALLAT;CN DE71iLS FILLERS T OF ORMIt
L,
08-02357 8 4910NAl INITSJA7' 09/03/14 4 01- 12 Ljjs
R. Lorn2P.E. cs 1432WOWFOPI)
AD LEVRSVH-,'E, /VC 27-' FL No.; 6 14 4'eeaDW,9 '1-004v-
EXTERIOR
R D,
2 ' 2' -,mr,
DIS;ANC-
INTERIOR
2 1 12' MA.
VERTICAL CROSS SECTION
6, N =iEBDAPYWS-TALA 7161V V
3 L D""! L N m'
x Fr
7 INTERIOR
IS -
AN JAMB
INSTALLATION DETAIL CONCRETEIMASONRY
INSTALLATON NOT
1,
IN TEcRiDii AW- EYTEROR FINISHES BY OTHERS, NOT
SHOWN FOR CLARrTY, 2
PFRIMETER AND JOWT SE4L4N7 BY OTHERS TO BE OESiGMEV
N ACCORDANCE WITtf A57M E2712 V111
WINDOWS AND DOORS, -L" E50
W. MARKET Si. Gp ,
A'7-/. pl, 17v33 SERIES
185 All - LIMINUN, FIXED VVIND,1W o
X. 72 NON-IMPA XHS !
NlSlA,,.LA7J0?, DETAILS FILLERS 08 -
C, 2 3' 5 7 I—
NTSg/oT/ 4 0.,- 12 L,
P06ERT0 LCMAS Z17L
27"
SIGNED:
11/1520' 16 R
L z
iXTATE
OF 0.
Luis
R, Lomas P.-- L
No.: 62514
2" mrN_
N,
t-
V
L tf% +
n\\\ .
w
i
EXTERIOR EXTERIOR
INTERIOR
F
wiAX - _
r
A i
VERTICAL CROSS SECTION
WOOO FRAMMNG OR 2X BUCM JNST.ALI AT(ON
A" ...
F—.,. Y .i;) .......
L ,
INTERIOR
at -a ;y r t
EXTERIOR
OR 2X ° ti .. £ -..
ey ti "ERS
i.vt3.5 .J.„.i
51' LA
JAMB INSTALLATION DETAIL
rlOOD FRAMING OR 2X BUCK ?NS TAi'LAT ION
1
mJ^ R"
l . .VL INTERIOR
J..
as
oP i
4 A.. VERTICAL
CROSS SECTION METAL
STRUC iTJRE hVS74LL-A TiON Aux.
I
INTERIOR
4
METALXTERIOR
JAMB
INSTALLATION DETAIL METAL
STRUC'URE W5 TALLAPON vK'
C.5 a,
v. Z2 NAME r (. „zn_3_ 2 _ .R NOTES,
INTERIOR
AND EXTERIOR FINISHES, BY OTHERS, NOT
SHOWN FOR CLARITY. 2.
PERIMETER AND jaNT SEALANT BY OTHERS TO BE DESIGNED
W AOCCROANCE WITH ASTM E27 ; 2 SIGNED:
1111512016 j
WINDO ACR.K_T 'DOORS;,
LC 650WW.
N'Ss g,IIlL0 ti'\
GEMS gP` GRA'Z, PA 17030 0
6 51+ SERIES185a'_JMJNUM FIXED W'NDOW 73
X 72 JAI—IMPA ? p
1
rN££SS INSTALLATION DETAILS Ni.H RIGID F.LLERS TA7 C3F J.._
08 c02357 8 X/i/j OUAi. V\\tip Li515
R. LO t625ics P.L. ti', S
oefG3J : a I L ROBEH70
LOWS f'-E. 742WOCGFORD AD
LrrNSVALE. NC 27Q23 L {d
C)t} 8z`39;34.
89-P&:4 fhe.aas¢i/%nmasPn,mn)
EXTERIOR
J'NA 'X ---K
2 ^ /2 " 11.1
AGE [Yi - ANCE
G"D
INTERIOR
2/le" -A'::,-N
MIA>,
VERTICAL CROSS SECTION
VP^'-D NAME ANC
E" VU,
EMEE )M' N
MAX,
S`0y4'-L INTERIOR
TAMS
INSTALLATION DETAIL 00NCPE7`
EfMAS0NRYtNSTALLA-70N SIGNED:
11/1512015 NO—
IrS, Mil
WN17)"OWS DOORS, _LC 650
W. MAPrt-T ST GRATZ,
PA 17' 03 n t"
l 11; C,
E
Ai,4 SERIES
li85 A--"MJNUV, ;iXED WINDOW INTERIORANDEXTERIORFINISHES, BY OTHERS, NOT
SHOWN FOR CLAR,TY 73 11 X 72 NON -IMPACT 2,
PERIMETE R AND JOINT SEALAN 7 BY OTHERS TO BE INI-E'SS INSTALL47JON DE71AILS WM-, RiGGIC 1 L'- 7 R; TATE OF Z
OR M"' ONAL
j.L. r) 8 - G 2 3 --- 7 NTS
09/33"4 7 O. 12 noag"
To 32
WOMFORD RD L-6,=
VILLE,
NC,,JZ' 43a6160609
Luis
F. omas P.E. L
No.: E25i4
40CD RAMflN'S
OR 2,v, avCK
EXTERIOR
INTERIOR
I
2
VERTICAL CROSS SECTION
WOOD FOAMING DR 2X BLICK INSTALLATION
E7Fl!ll,""„RE
EXTERIOR
1/4' AX.
INTERIOR
r'p
jlll'-KEP qCC 81
4
ff
VERTICAL CROSS SECTION
MET ALETAL S7RL;C7VRE INSTALLATION
Rzv'ZNlS:AL-`lcN Wli!';'
14AK AND, Alll1Cpt5 INTERIOR
AND EXTERIOR FINISHES BY 07HEPS, NOT
SPIOWN FOR CLAPr?-Y 2,
PERIMETER AND JOINT SEALANT Br O HERS 70 BE DESIGNED
W ACCORDANCEIN1711 AS7.V E-27121"
a" m—x 4`
WN mAx S wI EPA— VIN".
INTERIOR D;
S-'ANJSIGNED: 1711512016 L St- -` tE INTERIOR
WINDOWS AND [),
OORS, LLC 650 MARKET
ST. W. 4f //l N IzGRA-Z,
PA 17030 -1, ENS
p os CI7"
IF— SERIES185 ALUMINUM FIXED WINDOW 73" X
72 NON—MPACT FLANGE JNSTALLATGN
DUAILS W17HOUT FILLERS 2X K
EXTERIOR EXTERIOR 7- 08-
02357 3 NTS 09/
C3/114 8 OF 12 JAMB INSTALLATION
DETAIL JAMB INSTALLATION DETAIL L - ROBERTO 1. CA4A S PE Luis R. Lomas P.E. METAL STRUCTORE
INSTA" 77ON n 2 W"FORC RD UWSVILLE NC27023 No.: 62.
114
tyh;vti G.
MIN
b
a I i
I
f
EXTERIOR INTERIOR 3 a IaCG INTERIOR
3j CJN
EXTERIOR
LANO,
JAMB INSTALLATlO•h' DETAIL
CON'CRE7SMASONRY INSTALLAT)ON
VERTICAL CROSS SECTION
CONCRETE MASONRY INSTALL ATON
NOTES:
WTERIORAND EXTERJOP FINISHES, BYOTHERS, NOT
SHOWN FOP CuSRi—, Y. 2
PEP,IMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED
IN ACCORDANCE WTH AS TM E21* MI
WNIDOWS 1OOPSZ, __O 650
W, MARKET $7. GRATZ,
PA, 1703C 57-
RIES 8 ALJMINJ)I E!Y WINDDW 3 ?
72 NON—IMPAC- r_
ANGE INS A LAI OP D=iAIL.S WITHOUT .ILLEZ S L.
05-0235? sc .:
N'7c Tn= :. p ,3j; sne- OF ? 2 L.
ROBEATO t,--A AS P E. 43?
Sk'Jti1DF ?fj Rt7 LEVAS M= E, N.E270PS 4
4'.r,'J-n$$ lltomas,c'kiacaSpscrnt SIGNED:
I ?r'15201 S A, .yGEN6F
sP 10 4TAT_
Or Lois R. _
0R1CS . LL No.:
525'4
Q 2X"
AWN-
S
ml EE DV F
C: 2 L - -- iR
EXTERIOR
INTERIOR
VERTICAL CROSS SECTION
WCOL5 F4A4,NG OR 2X suns iY CATION
S I c L
FCVE- HALAN-
EXTERIOR
m
INTERIOR
M
VERTICAL CROSS SECTION
METAL S7RUCTUPE,'NSTALLATCN
L 14"k
S-m -FACE
NOTES.
1. WTERJORAN0 EXTERIOR FINISHES, SYC7HE-RS,
N07 SHOWN FOR CL4Pr,-Y
2, PERIMETER AND ;OINTSE,4LAVT BY OTHERS TO BE
CESIGNED tN ACCORDANCE WITH ASS F-21712
i/4" MAX
C
M
1
4 INTERIOR
SIGNED: 1111512016NCE
INTERIOR
M I Yi NID C W S A N D D C 0 R S,
MARKET ST.
GRATZ, PA 17030 Evs
S7R!ES 185 Al!,WNLW, ";XZD 'WiNCOW
72" NON -IMPACT
51/r
C,;R EXTERIOR EXTERIOR FLANGE iNSTALLATION DUAILS YPI-R;',IC F;LLERS r -p;47ATE OF
aLc,
RSZ
K, SACKER 0 R l'O' C3
J. LLOAIAL
E E NTS C, 209/03/14
IAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L RCf6PT0 LOW$ PC,
UE7 AL STRUCTURE WSTALLA-JON 1132 WQC CFCAD P0 L5IMSVILE, AC 271,23
Luis R. _mamas P.E.
434-6MI1609
Aft
2 7' M,
CONICRL
4' M N
V-4AL !X
VN NAV
AN0 flM
SF
EXTERIOR
INTERIOR INTERIOR P
C-1 3-
MAY,
N
AN
EXTERIOR BACK
P, RCD 4
Ni
JAMB
INSTALLATION DETAIL C '
RETE'MA OM, SOARY INSTALLATION QN,
VERTICAL
CROSS SECTION EONCRETEIMASONRY
INSTALLATION NOTES:
1.
INTERIOR AND EX 71ERIOR FINSHES, BY OTHERS. NOT
SHOWN FORCLARITY. 2, PERIM-,-
TER AND .;OINT SEALANT BY OTHERS TO BE OESJGhE0 M
ACCORDANCE WTH A,';-;M E2112 W 'WINDOWS
AND DC)ORS, LC 650 W.
MARKET S7 GRATZ, PA
4,7030 SERIES 85
A: - JMINLJV, FIXFC WINDOW 73" X
72" NION-WIPA=T FLANGE INSTALLATION
GET,4LS IN17H RIGID J.L.
08-012357 —7; 11 OF12
1430 wo
DFORD Rc LSWSVILLE, Ac MZ3 SIGNED: 115,
2016 i I
I I llil'I / E tA,'
OF
A Luis
R.
Lornos P,E, L No,:
525.4
ATE
A 06,
N
11AX
m N Y
Aa
2UL"
6 7
INTERIOR
INTERIOR
EXTERIOR
3; S
c
rR,,WIG
SEA, AN7
VERTICAL CROSS SECTION
LVOW iRAMING OF 2X SUCK INSTALLATION
EXTERIOR
V, N
C T " N
JAMS INSTALLATION DETAIL
WOCC FRAMING OR 2X Bt)CK 1AISTAUA PON
NOTES.
I AFTER.10F AND EX-ERIOR FYVISHES, BY 07)HERS.
MOT SPOWNFOR CLARITY. 2
PERIMETER ANC JOINT SEALANT BY OTHERS TO BE DESiGNED.'
N ACCORDANCE WITH ASTA4 E2112 Mll
WINCOWS AINIC DOORS, LUC 630
74V. MARKET ST. GR,
47Z, FA 1711-10 SERFS
185 ALUMINUV EXEC 'WNr0W 73"
X 72" NCN-WPACT FrN
iNSTA—LATION DETAiLS J.
L 08 - 0 2 3 5 at
I E- NTS39/03/14 s;'f12 C 'F 12 L RC-
aVTO L E WQaWlPX SIGNED:
1111512076
A;iVAi
F Luis R.
Lomcs P.E. L No.:
62514
Florida BLIHZling Code Online
I litips:,,'/www,tloridabtiil(ling.org/l)i-/pi- app
M
01=1173a 111111-kr'.113=7101-17or
ECIS Home Wg In User RegtSttaWn Not Topics Submit Surcharge Stats & Facts Publications FUC Staff BCIS Go e flap inks Search
LOW%
U I
Product Approval
USER: PutUser
oo rit"'49 > P'o"'Jurk ACViKAW 5r scki I Appk Ot4);' 1-j > Application Detail
041! 0
PONU FL 4 FL15353-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger @1 Miwd.corn
Authorized Signature Brent Sitlinger
bsitllnger@miwd.corn
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Frnail
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Frigineer or Architect Name who developed Luis R tomas, PE
the Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Steven M. Urich, PE
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified by
Sections from the Code
Validation Checklist - Hardcopy Received
FL15;i`i3R3 COI I'LCOT.p(if 5AADA"
r AAMA
450 YvAr
2010
I
of'3 4113/2018, 7:26 AM
Florida Building Code Online https://www.floridabtiilding.org/pr/pr__app_ dtl.aspx?parain=wGEVX...
Product Approval Method Method I Option D
Date Submitted 10/16/2017
Date Validated 10/23/2017
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
FL * Model, Number or Name Description
15353, t 5764 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ, No FL15353 R3 11 06 014496.pdf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, RE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion FLJ,!i353R-3 AF 51 07?13.pdr
span: 104-1/4". Created by Independent Third Party: Yes
15353,2 5764 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ: No 17415353 RJ 11 OfJ-01439B.pcif
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, RE PE-62514
Impact Resistant, Yes Created by Independent third Party: Yes
Design Pressure: N/A Evaluation Reports
Other; Max single window size: 52-1/8" x 84". Max mullion FL,15353 MAC 512063D.pdf
span: 83" Created by Independent Third Party: Yes
15353.3 5765 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ. No Fl-1535" P13 11 08-014,19f3,P(If
Approved for use outside HVHZ., Yes Verified By: Luis R Lomas, RE PE-62514
Impact Resistant: Yes Created by Independent Third Patty: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion FLI5353 R3 AE 51207-IB.pdf
span: 156-3/8" Created by Independent Third Party: Yes
15353.4 5765 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS353 R3. 11 08-01A40B.Pc4f
Approved for use outside HVHZ,. Yes Verified By: Luis R Lomas, RE PE-62514
Impact Resistant; Yes Created by Independent Third Patty: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion FLI 5353 _R3_AE_512064Wpd(
span: 83". Created by Independent Third Party: Yes
15353.5 1 CM-18514 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ: No FLI5353 R3 11 08-0144213.p(If
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, RE PE-62514
Impact Resistant; Yes Created by Independent Third Party: Yes
Design Pressure; N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84", Max mullion 1-1 15353 R3 AI 51206613.pdf
length - 83". Created by Independent Third Party: Yes
15353.6 CM-18520 Horizontal Aluminum Mullion
Limits of Use Installation instructions
Approved for use in HVHZ- No F4.15353 R3 11 OtI,01451p,pdf
Approved for use outside HVHZ: Yes Verified By: Luis R Lornas, RE PE-62514
Impact Resistant: Yes Created by Independent Third Patty: Yes
Design Pressure; N/A Evaluation Reports
Other, Max single window size 52 1/8" x 84". Max mullion FLI,5353- K3 AF 5.1I1)l5t3,Pdr
span - 156-3/8" . Created by Independent Third Party: Yes
15353.7 CM- 18523 Horizontal Aluminum Mullion
2 of 3 411!201 8, 7:26 ANI
Florida BLdding Code Online htips:/fwww,floridabuil(ling.org/pt-/pr, app _df-l-aspx?parain—wG1--,VX...
Limits of Use Installation Instructions
Approved for use In HVHZ: No F(JS'j5 _3 R3 It 08-01452II,.pof
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant; Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size - 52-1/8" x 84". Max mullion Fl-153153 Rj AE,512p7(t][3,p(If
span - 104-1/4". Created by Independent Third Patty: Yes
15353.8 CM-18531 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No F415353. R3 If Qf3-0144 IBprjf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion I`IJ5353 R3 At 51?0611: - stp(lf
span - 83" Created by Independent Third Patty: Yes
15353.9 CM-18532 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ: No F4,15353 R3 If (18,01451b,pOf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size - 52-1/8" x 84". Max mullion R3- AT 51.+0778.pof
span - 156-3/8" Created by Independent Third Party: Yes
15353.10 CM-18533 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No HJSISi R1 H,08-01-1440,pdt
Approved for use outside HVHZ. Yes Verified By; Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A I Evaluation Reports
Other; Max single window size: 52-1/8" x 84". Max mullion FI 15 153 R3 A ' 512WR3,PcIf
span: 83" Created by Independent Third Party: Yes
15353.11 CM-18534 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No Ft,15353 R,i It 08 0[4548,1,idf
Approved for use outside HVHZ: Yes Verified By: Luis R tornas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion F!JS3S,3 R3
span: 156-3/8", , Created by Independent Third Party: Yes
Sdcki Next
rgntfif,tihi :: 2601 Fl 2129 flhone,
The State of Fk)nda is an AA/E(-:0 employer.fgjva :: P", ac`jtft onpt Sr;ewliay5iotentt'
Under FlartJo 'law, email addresses are pubKc records. Ifyou do not want your e-mad address released inresponse to a public -records request, do not send electronic mad to
this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455,275(
1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must Provide the Department with an email address I they have one. The
emads provided may be used for official communication with We licensee, However email addresses are public record, if you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine 0 you are a licensee under, Chapter 455, FS.,
please dick ljepP. Praduct Approval
Actaitlats: M W1
0 Fil 0 Credit Card
Safe of
3
4i'l 3i'2018, 7:20 AM
WN
HF PRCD'jcf
7-_.- ARCli-*!-,,-T :iF -r NE'LR
AlIOANi?i_ TRESS MRVO V _ i 3 "S VV jSF0 A TiF
TEDG& CF E -KCUC_ S,0,"N -!E,3E;N, *N _,-,AIC ,
6 K'A'_
HAG RQ AS Up Q fjU QNL
ESiGESSURF A%' NTAi-A-;C.N DcA_,E S'-C',vN ;N Trs Cijm.
FNT A ,•Pi,' C1,1+_y 'C WACOWS MUS; 2E APIRMt NHR
APANTE AWROWL i-
05 DrVA'h:'.'U 'NJND;_',1VS MST SE mANuii:ACTIuR'_7 m X&
S, cc FESII_
AiE ,',,F %':, _F3 ;",7 SHALL SE Pt FSSEF
DESIGN PAES:URE OF Of WKWN OR WE ADVTM, TNWW
CT a=R &C W5
UK BE MaiM70 AS ONG Q WNA__ NiT C
N AiCH 'NO "ECHT ARF %0' -.X_-,fE::_'D_D ANC; s AS SH",
VIN -t 11-iN 40IN NW"
n= * S-DW, "1_00 My X R!Z'_,
14TA, k-PLCA7CNS AS _CNG AS -itl.\S,CNS N,)CATEI_, APE 407
EVEEND MO V"MN S fwwwD Kcnm"; t,SICN
PRESSURE TAB-t. ;jNS H-NE
REOLREC GESZN LWI 71F FuMA aAll CM._ C'ApnR
15 UUMSE YlWANY
MY- AND MnMN S-t OHS PROLLY TO
BE NS7A__E_- SH 3j CAE
MA_iCN SPAN lJTN; 1 ANC TR;EU7-F' N'C'r J Niz`SEZT Q'
N ROW ANL cCN_AiN1%C THE V_L_,'N SPAN ANC FRflUTARI
NOT, TESTCM"Y 5 AL YK.04 07M3 FOR PWD&T
A 57P 2, 4AHNL V,S'
BE ETM OR G&CM DON W"FEl 2 A%C,'
RING
IIC-FS & NY- AT OVA" 7 MCORNG NOTES FOR
AWWWW N_-
NMO %WNG V4 21 9"K OSE 'NCOrj NKDWO ACAT: =aQF"_
AS S;CWN', :" AS',"L_JHCN llt__A!S SK& Z 2
OP =OC"
C Nv n%WE E iSE EAC .17=N _QCM S'J - LZENC-7- -
C aC, EVE M, E'v 7 '
SCE 1 10 ANCHCRNC ON
W7V AF 40 SMS CA SU" MIA NG SCREVV WTH S,_FC-
EN; _SNOT 7 j'O mAWUM somo yww'K N70M
fAw Ack! m0sRs aS SKM NTA,_'A_iO'q )
LALS, E. OS 0 3 S
AN 5 NFT,1-1
A_ON ANC'3R'_ SHALL L' NSTAL,__S N 4NC-CR N5A, Ors
ANC O-'s S-i'
NC_ 3E WSED N SUS5KA3 O svvv s AS 7"N TO MNMLM
TRENUS EKCTFC A NWO - MIMM SVWC GRAIP-
1 G=C,Q, Cwzyq - vwwM CF PSI R
MASON'ivS E^4G`_
1,"N-;_,AN„_:.70 ;,F _qO' WR.C 511 -E -1- i6GA '
34'87 CR ';=_"_K'_, c62- A, C' EMUS
M1 S WTV
AM- Y
AMEA A %N MV i-ZEAu'_, AST HE Nlj,'_L
CN •NALL, 7E MAY, C 0 4*71 TOGO
EMUS & 1ACH
Avmv" N Z 1E 01—f-J,
M! WINDOWS AND
DOORS, LLC SW
WEST MARKET VREET GRATZ, PA
17030-0370 37e4 - VERTICAL
MULLION 83" MULLICN SPAN
UNERAL NOTES IRI-
V1. I S
N,7S
P-
7 001/
71/12 1 OF 4 SAIVED: W 36517 Ql TATcS' OF
A, 41 101-
i
N, lull '
0 W=
s
F.
E.
FL No.:
52514
7 R
SINE_ 'ACT-
ro
I
WINDOW; 'WINDOW j
A")
I Y i
7,,
T? "
r
I 9
WINDOW
SPAN ir Y
2 ---------
WINDOW,rl
tj {
H C." /WINDOW 3 WINDOWr
S. } I 1
s L,N)
i .
Design pressure rating (Psfl
Mullion
span (in)
Tributary
18.13 25.50
width
36,00 42,00
in)
48.00 152.131
25.00 12n.0. 20.0 120.0 120.0 12C 0 120,0
37,38 120.0 23.0 120.0 120.0 120.0 120,0
I 49.63 120.0v 98.3 81.2 76.9 75.2 75.1
Y--822..00 71.0 32.2 39.7 35.9 n4 a"2.3
85.53 59.6 43.7 33.0 29.6 27.4 26.3
72.D0 44.9 32.7 24.4 21.8 1S9 19.0
84.00 28.1 2L.3
LA RG E AND SMALL MISSILE IMPA07 LEVEL D, WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DC NOT
INCLUDE FLANGE,
WINDDY11 ;WINDOW
I
z WINDOW
R t=
r ! r
AN;
ID
i
REvaN
N7A ,ATi0N _ CTAiL
I
WINDOW
c+.4E
WINDOW; WINDOWj
1
Ilv Is._.I 7:1H
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN.
Design pressure rating (psO with rebar
Mullion
span (in)
Tributary width jio
18.13 25,50 36.00 42.00 48,00 162.13
25.00 120.0 20.3 120.0 120.0 120.0 120.0
37.38 120.0 120.0 123.0 120,0 120.0 120.0
99, 63 120, 0 98.3 81.2 76.9 75.2 76.1
62.00 95.2 73.D S3.3 481 44.8 414
65.63 80.0 58.6 44.2 39.7 36.7 35.3
72.00 63.3 43.9 32.8 29,2 25.7 25.5
84,00 37,7 27.3 20.1 17.7 16.0 15A
LARGE AND SMALL MISSILE IMPACT, LVEL D, WIND ZONE 3
DIMENSIONS 14, CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE.
M; 'v'dlND(OWS AND CIORSZ, LLC
650 NEST MARKET STREET
GRA,Z. PA 17030-0370
5754 - VERTICAL MULUON
83" MULLION SPAN
APPROVED CONFl3JRATtONS AND RATING ~-)ARTS
RA^
I
z1W s-sC
V.. D8-01439
sc Nrg wr==_ 31/t1112 snfes2 OF
L. ROSE R70 LOWS P.E.
143Z AVO,)FOAD RD L-WISV1U_E, AC 27023
434,6W-0609 rtto mas x.com
SIGNED: 100312017
R1slLt6
J ?y
11
E' t3
tATc OF 44,. 4.
Luis R. Lomas P.E.
FL Na.: 62514
S CR
l
NG
Y L 5!
sifOCOG2<
3i^ !':i.
Er;iEEuM??JT
r 3: Y
i
S ANC,:
VERTICAL CROSS SECTION
YIASONRMCONCPET E AND 'WOOD FRAMING
INSTALt.ATION
13r? '* ,,,Y NG SUCISTRA'E.
Mlz7AL
L '.Hf1^J. - C uFE
ii. :" _' S
VERTICAL CROSS SECTION
44ETA1 INSTALLAPON
SIGNED: 1011312017
MI ,6SODWOWAINC {OO CS7Rc ,_ LLC aP, E
T 41.ARY,ETS L/0// GRA'
Z, PA 17030—r370 0
51 5764 - VER71CAL MULLION 83"
MULLION S?AN PiSTALLATION
0E7AILSOF Q
L
X p—N. OWG ti ft£r 08—
OEy3g 8 13 A1}1,\\\` ol
Luis
R. Lomas p , No.:
62414 N>;
w:G 01/11j12 Or 4 L..
ROBERTO -WAS P E tl32WCMF0FDROici!-
1VXLc,NC277C23 434688-
G609 lll-m Q9trfar1lw°/1°.:x±^
v7r
SECT5764 MULLION
ALUMINUM 6QD5—T5.12F THICK
sy..
RF-185-2 REBAR
18 GA ,'.062i GALVANIZED STEEL
7MAY 3 %
i Al --JJh A'v,.H v.F Iv%CS.
7
i
v 8.3
i
MT000022_ CLIP
16GA1.66 G4i.V%N1ZF3STEEL
SEE NOTE 2 A 3, 7VS SHEET.
AEV iGH4
R.. .__
iSCry JRi dam. ., y _ : j 06i v R,s..
x
5,.
SECT5796 CLIP `
x 210i
FOP CONCRETE IMSTALLATION
AL UA^UNUM 6063 755 125' THPCX
W WNCJWS AND DOORS, LLC
650 WEST MAYnE' S-PEET
urcAiZ, PA <7330G370 5764 -
V R 3 AL MULLION E3"
MULLION SPAN OCMRONENTS
Y
L.I 08-0143S N;
S x1; 01/1iJ`12 snEE d OT 4 L.
R,OBERTD LOWS P.E. 14N
WO-,pP0W RD LSMSVLL£, NC 27C„2.4 434-.-
58. 05 rna.. S;BeWra!V... SIGNED:
10,f13/2017 11R' ,
Lt ram~
5!
TAT
k ; 0 , :
c LU:
s R,. Lomas TL
N, 62514.E
Florida Building Code Online llttps://www.floridabtlilding.org/pt/pr -ipp_ dt1.aspx?param=wGEVX...
FiCTS t4,111e i ),j In User rieg,,Aratiori
Product Approvaldb,` r 4) USER: Put)[1c User
IM7 -w-
Hat Topics SubrtiK Surcharge Stats & Facts PubikCatiORS FBC Staff FiCIS Site Map Lkiki Search
AppfiCati,?n lj4j I Application Detail
FL # FL13223-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer James Hardie Building Products, Inc,
Address/Phone/Email 26300 L.a Alameda
Ste. 250
Mission Viejo, CA 92691
909) 349 -2927
pingsheng.zhu p(jameshardie.com
Authorized Signature Pingsheng Zhu
pingshenQ.ztitjq,bjaniestiardie.com
Technical Representative Pingsheng Zhu
Addtess/lphone/Finail 10901 Elm Ave.
Fontana, CA 92337
909) 349..Z927
pitigsheng.zhu(Plamesliardie.com
Quality Assurance Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
909) 349-2921
pingsheng.zhu Oujameshardie.corn
CALegary Panel Waifs
Subcategory Siding
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer of- Architect Name who developed Ronald I. 09awa
the Evaluation Report
Florida License PE-24121
Quality Assurance Entity Intertek Testing Services NA, Inc. QA Entity
Quality Assurance Contract Expiration Date 121:3112020
Validated By John Southard, P.E.
Validation Checklist - ilaudcupy Received
Certificate of independence FLI 3223 R4 COI-,RIO - Certificate of loldcpendence.pdr
Referenced Standard and Year (of Standard) $UDA410 Year
ASTM C1186 2007
ASI'M E330 2002
1 or3 4113/2018, 7129 AM
Florida Building Code Online
41 https:,,'/www.floridabuildiilg.org/pr/prapp__,dti.aspx'?paritni—wGl,'VX...
Fquivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Florida Licensed Professional Engineer or Architect
R4, Fqk.itv RjO 9zrCl 11 A$ I M (71186, k,'quiv0It,-o(,y.pdf
Method I Option D
08/09/2017
08/25/2017
08/28/2017
10/10/2017
Summary of Products
FL # j Model, Number or Name
13223.1 j Cernpanel Siding
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: For use inside a HVHZ install in accordance with NOA
1/-0406.06
13223.2 IlardiePanel Siding
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other. For use inside a HVHZ Install in accordance with NOA
17-0406.06
13223.3 Prevail Panel Siding
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ-. Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: For, use Inside a HVHZ install in accordance with NOA
17-0406,06
Description
fiber -cement panel siding
Installation Instructions
I LI 1223 R4, H cj,,mpanel iwAallation.pclt
F1.13223 R4 u N()A I/ -04Q16,06.p(Jl`
R.13223 R4, L(RIQ 2681) 1/ Panel to H,,,rrwg,p0l-
H-13223 lk4 it Rjo"<C)R6 17 Patiol Wood 1,4(-Jafl 1-11111e,pdr
Verified By: Ronald I. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
I ( 1,1,1'2 J R4 -,A[7-,_,N,(-,)A .1 (1406E 06,p(t
R4A1t1_ RIO Panel to Furi-mg,pot
10 AID. RJO 11 I'Lind Wood harne.'plt
Created by Independent Third Party: Yes
fiber -cement panel siding
Installation Instructions
FlA3223 R4 1L_N0A 17-0,IW06.pdI`
1-1_13223 R4,11RIO 2689-17 Panel to
I'l l3,Y3__R14_tI_1_RIO 2686-17 Panel Wood Mctot friine',p0t
Verified By: Ronald 1, Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
I/ 0406.06,pdf
F1 j3223_R4_AF__RI0 2689-17 Nmel to Furring. (If
FL13223 R4 AF RIO 2686-17 Panel Wood, Metal Frarne.pdf
Created by Independent Third Party: Yes
fiber -cement panel siding
Installation Instructions
Ft13212311R4'.-11L-1N0A 17-0406.06.pdf
Ft,13223,_,R4.__II._RI0 2689.1/ Panel to Forrinq_pdf
FIJ3223 R4 11 RIO 26,86-117 Paoe! Wtiod Metal fiaoiej?tjf
Verified By: Ronald 1. Ogawa 24121
Created by Independent Third Patty: No
Evaluation Reports
Ft IKQ3_R4__At _N0A 17-0406Q(,pdf R4
At; RIO 268,,)-j I flaiE,,l to Fu!rqKjpdf FL13223 R4
fit RIO -2686A/ Kinel Wood Metal Fuame,pdf Created by
Independent Third Party: Yes Backi ':Ne.
t Caritact U5 :;
2691 Wa f Stone Road, Tallahassee 1`0ZD-9 Pftqrhqa _454A0Z-1_d24 The SloW
of FW0. 6 an AA,/EF<) employov ;: enyAcy staterneat : sLg.qfnejq :: 2 of
3 41" 13/2018, 7.29 AM
Florida Building Code Online littps://www.floi-idabuilditig.orWpr/pr app dtl.aspx?param=wGEVX
under Florida law, a." a [I addresses are public records. Ir you do not want your e-mat address released ri response to a pubiic:-records "Juest, (To not send electronic
mat to this entity. Instead, contact the office by phone or by traditional mat. If you have any questions, please contact 850,487. 1395. 'Pursuant to Section
455.2i50), Florida Statutes, effective October 1, 2012, Ireosees licensed under Chapter 455, FS must provide the Department with an email adrimss f they have
one. The emai(s provided may be used for citfkval communication with the XenSee. However emod addresses are public record. If you do not wish to supply a
personal address, please provide the 0epartment with an email address which can be made available to the public. To determine if you are a licensee, under Chapter
455, F,S , please dick ljgpp ,
Product Approval Accepts:
M7_ U W Fl-tl M
Gredit Card
Safe
3 of'3 41" 13 /20M 7:29 AM
Florida Product Approval
AardiePanelO Siding
For use inside HVHZ:
HardiePanel Siding fastener types, fastening schedule, and installation
shall be in accordance with the Miami -Dade County Florida NOA 17-
0406.06. Consult the HardiePanel product installation instructions on the
follow pages for all other installation requirements.
For use outside of HVHZ,
o HardiePanel Siding fastener types, fastening schedule, and installation
shall be in accordance with Engineering Evaluation Reports RJO-2686-17
or RIO-2689-17. Consult the HardiePanel product installation instructions
on the follow pages for all other installation requirements.
James iardleHardiePanelo"10, Vertical Sidlncg m
FFFFCTIVE SIPTEMBER 2013 '
Pdf>`ki.-LtTi`}tIRIA 1111 N4 N1 I Hi I I& thI!NIJ i fArAlly 1), Ftiif:`t4)i G01"_Itt'(iftul)I.C r Visitl .nlsfro the mostFet,nfit ve,r,ioII SM00TH •
CEDARMiLLO • SELECT SIERRA 8 • STUCCO _ IMPORTANT.
FAILURE TO INSTALL AND FINISH THIS PRODUG IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN
APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL KIILDING CODES, AND
VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE. CORRECT HARDILZONE INSTRUCTJONS. INSTALLATION
OF HZ10 "A PRODUCTS OUTSIDE AN HZ10" LOCATION WILL VOID YOUR WARRANTY TO DETERMINE WHICH HARDIETONE APPLIES TO
YOUR LOCATION, VISIT WWW.HARDIFZONE.COM OR CALL 1-866-942-7343 (466 9HARDIE) STORAGE &
IIANDLIW Store
flat and keep dry and covered
prior to Installation. installing siding
wet or saturated may result in shrinkage
at butt joints. Carry planks on
edge- Protect edges and corners from
breakage. James Hardie is not responsible
dot damage caused by
improper storage and handling of the
product. CUTTING
INSTRUCTIONS of
JFE1046 1.
Posibon tuition station so that vend will bow dust away from user and
othes in working area, 2.
ltso one of the following methods: a.
Pest_ i. ,On, and sr art tL
Shears (manual, e FEInc, or prieumat"C) It
ROW, L Dust redacting crctllar saw chipped *pt a Hardiefflarle'
saw blade anal tIEPA vacuum extraction c.
Good: I. Duel robing (arcular saw with a liardief ilade sure 4 only
use for low to moderate ailing) INDOORS
1.
Cut only using snore and crap, or shears (manual, electric or p ro.rmacc). 2.
Position culling station in well-ventriated atea NEVER
use a power saw indoors NEVER
use a circular saw blade Hknt does to canp the HaIddilade saw tla le trademark NEVER
dry sweep - Use wet suppress!on or Ii PA Vacuum Importiinl
Note: For maximum prote(;Mn Qawe.st respimble dust praiikton), Jan ors F4nrcGe recornnietIts always uslrig "Best" -level culling afelleds where feasUe, NK
I I -W, oved respirators can be used in conjunctiot with above cutting practices to fudber reduce dust exp osuias. Additional exposure Information is avaiWo at
www.ianteshardie.com to help you determine file most aprpropriate cu`mngtoothed for your icb efilemeats. If amsem still exists abort exposure levels or you do
hot comply with the alpm p-arbe s, you should always consult a qualfied industrial hygienist or contact James Hardin for turner irtomration `PormIes GENERAL
REQUIREMENTS: These
instructions to be used for residential single family installations only. For Commercial / tviutti-Family installation requirements go to vVww.JarresHardieGOmmerCial,(7(}rrt HardioPanolO
vertical siding can be installed over braced wood or steel studs faced a maximum of 24" 1 See genernal fastening requirements. Irregularities in Framing
and sheathing can mirror through the finished application. James Hardie recommends installing HardiePan el on a capillary break (rainscreen/furring) as a best practice. Informallen
on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at y r, gMSh• dtgi ,corn A
water resistive barrier is required in accordance with local building code requirements. The water resistive barrier must be appropriately installed with penetration
and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie
does manufacture HardieWrapO Weather Barrier, a non -woven non -perforated housewrap1, which complies with building code requiroments. When
installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. Adjacent
finished grade must slope away flour the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do
not install James Hardie products, such that they may remain in contact with standing water. HardiePanol
vertical siding may be installed on vertical wail applications only. DO
NOT use FiardifiPanei vertical sidinv in Fascia or Trim applications. SomeapplicationarenotsuitableforColorPlus. Refer to Color section page 3 DO
NO- use stain, oillaikyd base paint,, or powder coaling on James Hardie`" Products. For
larger projects, inciuriing commercial and multi -family projects, where the span of the wall is significant in length, the designer anctlor architect should take into
consideration the coefficient of thermal exppansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 "
Expansion Characteristics" at www.JannZardie.com. INSTALLATION:
Joint
Treatment FastenerRequirements • Vertical
Joints - Install panels in moderate contact (fig. 1), alternatively Positionfasteners3/8" from peel edges and no closer than joints may also be covered with battens, PVC or metal jointers or 2" away from corners. Do not nail into corners, caulked (Not applicable to ColorPluso Finish) (fig. 2). Hard€ePartel Vertical Siding installation • Horizontal Joints • Provide Z-flashing at all horizontal joints (fig. 3). Framingmustbeprovidedathorizontalandverticaledgesfornailing. Figure 2 Figure 3 HardiePanolverticalsidingmustbejoinedonstud, water resistive banter water resiativa barrier Double
stud may be required to maintain minimum edge, f 2 x 4 an,d waxer-rasisHve watervrnsislivc nailing
distances. ( I .-
nstnd far er her dr O,
r-upper panel a - tiger pane! Figure
1 stta w^
r Gn not i t4 gao Ob not i /4 gap Caulk
Carik i
harrierI _ i V .i•` - sheathing _
i IardiaPanel Batten Joint "l i"' Joint f-traahlg " ` 7 flashnigt eh
cr vertical Siding r water
resistive barrier decorative band
board keep
Waits `" ` 2 x 4 saxf .--- IUwnr , 3/
8° man.,. .. lower
a
rrom
panel . - parai +-
panel edges
p.
o ° %
I Figure 4 piste
appmpdate
gap between neoomnterxtat° When - 3/8 o
panels
then caulk' installing Siena R, nrgv tie moderate
contact Caulk
Joint a double stud at panel Not
applicable to Coiorpiue" Finfaht loints to avoid nailinti keep
fasteners 2" q tfuorgh grooves- i polycaulkuttKrzxtiancewithcaulkf_ awayfromcomers ` - manufactuaer's written application tnsbuclions. For
additional information en Ilardiewrr weather Darner, consult Jarnes Hardie at t -866 AHardie or wvAN.hardletvrap.com WARNING;
AVQiD-__ _ BR AT_F#ING &II.iCA DUST antes
IWWI fxodwN contain respirable crystalline, silica, which rs kricwn to the state of raldomia to (:Huse eantar and is considered by MC and NIOSH to be a cause of cancer from sane occupaifatel v urces, Paeathing excessive
amounts of respirable silica dust Gan also cause a diaabifall and potentially fatal It diseayo called silicosis, and has been IlnkadwrIII other rkse.es. txxne studies suggest snOing nAy increase these risks. Wring u
Nxliotfai or handing (1) walk in otdcloof areas Mith ample vestitkobar; CLi use fiber cement Mears for NNN or, Matra not feasible, use a HaaAeaiade" saw Made and crust -reducing circular saw adactIf to a HEPA vactum; 1)
wam Whets in the Imnx la(e area: (4) wear a firWup>gdy-fitted, NIB,' 1-apprmn'ed dust mask w respirator rag. N-95t In atx(7rdatiCa with app(kabit gnvemment regulations and manufachfmr instmcttrns to father limit respirattle
ai6ca •xpew ae. During clean-up. use IMP waarums or wet cleanup methods never (ly sweep- For further information, refer to our installation iastmctfons and Material safety Data street available at www-
janteshan6e. cxtm w fry rail6xl I-R(K)-9HARDIF n -hurt 942-7343i. FAPURE To ADHERE TO Dl1R WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LUO T O SERIOUS PERSONAL iN.AiRY OR D6U}i FIS1236 -
P1/3 1/13
CLEARANCES
Install siding and film products in Maintain a minimum 1" Maintain a minimum 1 2" clearance At the juncture of the roof and vertical Maintain a 1/4"
compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterfashing clearance between
requirements for clearance between James HardieO and decking material. Strait ',)a installed per the roofing
manufacturer's instructions. Provide a
the bottom of James
Hardie pt oducts andthebottomedgeofthesidingandproductsandpaths, Figure 7 tninimum 1 " - 2" clearance between horizontal flashing.
the adjacent finished grade. steps and driveways. the roofini: and the bottom edge of the Do not caulk galg.
Figure 5 wxj
Figure 6 siding e!iisfive !
siding alrini.
Figure 8
Refer to fit) 3 on
page I
6- min. I foutwat"
Maintain a minimum 1 " gap
between gutter end Gaps and
siding & trim.
Figure 9
gutter and end cap
Bo not hridge floors with Hardwllane[0 siding. Horizontal
joints should always be clealod between floors (fig. 10).
War rI. Resistrveearner
Figure
10 Horizontal
Fiming Trim
u
Figureu`
en1,,u S_
it"n' 0jrSheathing
fascia
Hardie ar%14 BLOCKED
PENETRATIONS -LU
Penetrations
such as I tose bibs and holes 1 Y2" or larger such as dryer vents should
have a block of Trim around point of penetration. GENERAL
FASTENING REQUIREMENTS Fasteners
must be corrosion resistant, galvanized, or stainless steel. Electra -galvanized are acceptable
but may exhibit premature corrosion. James Hardie recommends the use of quality, hat -
dipped galvanized nails, James Hardie is not responsible for the corrosion resistance of fasteners.
Stainless steel fasteners are recommended when installing James Hardie product,, near the
ocean, large bodies of water, or in very humid climates, Consult
applicable product evaluation or listing for correct fastener type and placement to achieve specific
design wind loads. NOIF
Published wind loads may not be applicable to all areas where Local Building Codes have specific
jurisdiction. Consult James Hard,e Technical Services if you are unsure of applicable compliance
documentation. Drive
fasteners perpendicular to siding and framing. Fastener
heads should fit snug against siding (no air space), (fig. A) Do
not over -drive nail heads or drive nails at an angle. It
nail is countersunk, fill nail hole and add a Pail. (fig. 13) For
wood framing, under driven nails should be hit flush to the plank with it harriner (lot steel framing,
remove and replace nail). NOTE:
Whenever a structural member is present, HardrePlank Should be fastened with even spacing
to the structural member. The tables allowing direct to OSB orplywood should only be used
when traditional training is not available. Do
not use aluminum fasteners, staples, or clipped head nails. Snug
Flush cq 17"
A Countersunk, FA-
r\,1 fill & add nail Figure
A Figure B do
not kinder drive
nails DO NOT STAPLEP-
2"imn KICKOUT
FLASHING Because
of the volume of water that can pour down a sloped roof,
one of the most critical flashing details OCCUrS Whole a roof
intersects a sidewall. The roof must be flashed with step lashing.
Where the roof terminates, install a kick011t to deflect water
away from the siding. It is best to install a self -adhering membrane
on the wall Wore the sublascia and trim Imids are
nailed in place, and then write back to install the kiCkOUt. Figure
11, Kickout Flashing To prevent water front dumping
behind the siding and the end of the roof intersection,
install a "kickout" as requirod by IIIG code 890528,
3 : "..,flashing shall be a min, of 4" high and 4" wide,"
James Hardie recommends the kickout be angled between
100' - 1101 to maxtri-gie water deflection Figure
I I Klckwt
hawmg
PNEUMATIC
FASTENIM,i James
Hardie products can be hand nailed or fastened with a pneumatic
tool. Pneumatic fastening is highly recommended. Set
air pressure so that the fastener is driven Snug With the surface
of the siding. A flush mount attachment on the pneumatic
tool is recommended. This will help control the depth
the nail is driven. It setting the trail depth proves difficult, choose
a setting that under drives the nail. (Drive under driven nails
snug with a smooth faced hammer Does not apply for installation
to steel framing). HS1236-
P2/3 8113
Mzma
CAULKING
For best results usc, all Elaslorneric Joint Sealant complying with ASTVI 11"920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASI'M C834,
Caulking/Sealant must ba applied In accordance with the caulking/sealant manufacturer's written instructions. Note; OSI Quad as well as some other caulking
manufacturers do not allow tooling.
DO NOT caulk nail heads when using ColorPlus Products, refer to the ColorPlus touch-up section
CUT EDGE TBEA'I'MENT PAINTING
Caulk, paint or prime all field cut edges. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie Products. James Hardie products
James Hardie touch-up kits are required must be painted within 180 days for primed prodUGt and 90 days for unprimed. 100% acrylic, top(matsaic
to touch-up ColorPlus product", recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications.
Back -rolling is recommended if the siding is sprayed.
COLORPLUS"' TECHNOLOGY CAULKING, TOUGH -UP & LAMINATE
Care should be taken when handling and Cutting James HardieO GolorPlusO products. During installation use a wet soft cloth or soft brush to
gently wipe off any residue or construction dust left oil the product, then rinse with if garden hose,
Touch Up nicks, scrapes and nail heads using the ColorPlus"I Technology touch-up applicatoi. Touch-up Should be used Sparingly.
It large areas require touch-up, replace the damaged area with new tiardiePanol" siding with ColorPlus Technology.
Laminate sheet must be removed immediately after installation of each course.
Terminate non -factory cut edges into trim where possible, and caulk. Color matched Caulks are available from your ColorPlus'P product dealer.
Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer.
Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products,
Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie
touch -tip, will not be covered under the James Hardie ColorPlus Limited Finish Warranty.
The following outlines the recommended applications for ColoiPlus and Primed panels. Not all designs will be suitable for
every application:
Exposed fasteners or battens is the recommended application for ColorPlus panel products
0 00 not use touch-up over fastener heads for smooth C0101'PIUS products - primed panel recommended
a For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel
only, but correct touch-up application is important, Some Colors May show touch-up when applied over fasteners. Trim is recommended to Cover
hints when appropriate,
PAINTING JAMES HA11DIE' SIDING AND TRIM PRODUCTS WITH GOLORPLUS"TECHNOLOGY
When repainting Color -Plus products, James Hardie recommends the following regarding surface preparation and topcoat application:
Ensure the surface is Clean, (try, and free of any dust, dirt, or mildew
Repriffling is normally not necessary
100% acrylic topcoats are recommended
DO NOT use stain, oil/alkyd base paint, or powder coating 01) James Hardie" Products
Apply finish Goat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application
temperature
RKOGNINON Ili a aid ux e vrith ICGES rvaluat rr Repcil B11,1844, Vertical siding N recrqoized as a Suitatbaltefralo to that 'Tocified in, We 2006 2009, & 2012 Intornabotiol Roslifftal Wle for Ono -aril
rear -family Dslugs and (tie ?(X)6, 2(109, & ZO 12 Interr ational Buililing Gode, Hardiepard w(Wal Skill ti; h Ow rouq i7ed for applirntiln in are, to ImAng Gily of I os Angeles Research Ropxf No 2486F, Rate of Florida listing
RJ1889, NO Gwity, Fkikh NOA No, 02-01N 02, U S. D%A of HUD klaterials Release 1263c, Tom Derianniont of Instoome Paxluct FvNtjatW EC 23, city of New York MEA 223-93-M, and Galifornia DSA PA-019, Those
OuGigowts Mould alga I* co'isotforf for awitional uffooriatiun cuncerninti the sAiRatrility allots pni(AV for spedfic mpfcaoxis, 0
2013 James liat"(110 firlildlog PrOdUGIS. All tights (eserved, TM,
SM, and 0 donoto trademarks or reqislored trademarks of Additional Installation Information, James
llardieleciovoloqy limited ',I is I registered Warranties, and Warnings are available at JamesHard"le trademark
of James Hardie Technology Limited. ni www.jameshardic.coH HS1236-P3/
3 6/13
Flot.ida Building Code Online htips://www.floridabuildir)g.oi,g/pr/pr___app _(Itl.aspx?parain---w(7ilIVX...
g, "v
0 low" M-1
RCISMrne Login User Registration HotTOPIC6 Subt-ni[Surcharge StatsKFacts Publications FBCStdff 6CISSite Map Links Search Product
Approval USER:
Putilk, User barA, r"'
Woa I Mmh,, I I Appftatbon Detail FL #
FL12194-R7 Application
Type Revision Code
Version 2017 Application
Status Approved Comments
Archived
Product
Manufacturer Aluminum Coils, Inc. Address/
Phone/Email 5001 West Knox Street Tampa,
FL 33634 813)
249-9743 gr-
ahman@alLjrriinumcoilsinc,coni Authorized
Signature Gareth Rahman gfahmanod
a luminumcol Isinc. corn Technical
Representative Paul Frost Address/
Phone/Email 5001 West Knox Street Tampa,
FL 33634 813)
249-9742 PFi,
ost(ci)alunitt)unicoilsiric.corn Quality
Assurance Representative Address/
Phone/Email Category
Panel Walls Subcategory
Soffits Compliance
Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who developed Zachary R. Priest the
Evaluation Report Florida
License PE-7402I Quality
Assurance Entity PRI Construction Materials Technologies, LLC Quality
Assurance Contract Expiration Date 06/19/2020 Validated
By Locke Bowden P.E. Certificate
of Independence Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Validation
Checklist - Hardcopy Received Fl-
12194 R-! (-,Qt A!-Q15001,4 20t7 VB(7, EVdluAt1(,)r1 Reprjt Q4 T4 stmwd
AAMA1402
YVAL
2009
I
oft 4/1 ,120t 8, 7:3 7 AM
Florida Building Code Online fittps:/,,'www.floridabuilding.org/pr/l)r app dt1.aspx9paran)=w(JF'VX...
Section, from the Code
Prodtj(,,L Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method I Option D
12/15/2017
12/15/2017
1212012017
02/13/2018
Summary of Products
FL # Model, Number or Name
12194.1 Alumunurn Coils Alummurn Soffit
Limits of Use
Approved for use in HV"Z: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: 1-80/-90
Other: See Evaluation Report for limits of use.
Description
Aluminum Soffit panels
Installation Instructions
FLI 2194 R7_11 ALCI,500 1 11 2011 FBf--' Evaiux)t,ton 1tepc)f I,
Q4 T4 Soffits V Ina pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
H-12194 Ri' '- AE -- AL.0 I 5-U01.4 2017 FBC Evalual lon Rej)(A 1,
Q4 T4 Soffits{na
Created by independent Third Party: Yes
BackiNtaxtl: Qvilto'
A us:: Z01PAIr'sto'm Road, Tallahikwiee fl, 32J9q P21oatc;_aiQ_2a7-1824 The
State ofFindda Kali AA/eR) euipk)yec'CQPYMhk :: PlivaCy w(atxrfilnt :: =: Under
11coda taw, PruM addresses are public records. IF you do not want your e-mail address teiessed In response to a ptibic-tec.ords request, do out send eiiii-Or"ir nnaJ
to this ent Av Instead, contact ttw- office by phone or by traditional mail- If you have any questions, please contact 850,487.1395. *Pursuant to Section 455,
27S(1), Florida Statutes, effective 00cithei 1, 2012, hcen".es licensed kinder Chapter 455, F,S. iturst Fircivide the Department iadh an erriall address it they have one.
the ernatLs provided may be used for official communication with the licensee. I towever emal addresses are public recoid. It you do not wish to Supply A personal
address, please om'ide the oepa,tmerlt with an ernall address M*h can be made available to the pubir- To determine if you are a licensee under Chapter 455,
F.S., please click hqrq, . Product
Appmval Amepblo 7M
U F076 0 credit
card Safe
2
oF2 4/13,12018, 7:3 7 AM
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing:
Quality Assurance,
SCOPE
Category:
Subcategory:
Code Sections:
Properties:
REFERENCES
ALUMINUM COILS, INC.
5001 West Knox Street
Tampa, FL 33634
813) 249-9743
Aww urnin
Tampa, FL
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
813) 480-3421
FLORIDA BUILDING CODE 6t" EDITION (2017)
PRI Construction Materials Technologies (QUA91 10)
Panel Walls
Soffits
1404.51, 1709,10
Wind Resistance
Issued December 14. 2017
Efl—fity Report No. Standgrd Year
Certified Testing Laboratories (TST1577) CTLA 1847VV AAMA 1402 2009
Certified Testing Laboratories (TS1 1577) CTLA 2076W AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02--01 AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009
LIMITATIONS
1 This report is not for use in the HVHZ.
2. Design wind loads shall be determined in accordance with FBC Section 1609,
3. Soffits shall be labeled in accordance with FBC Section 1709. 10.
4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail
5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2.
6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall
be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the
minimum load resistance for the project requirements,
7. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
ALC15001 A FL12194-R7 Pacie 1 of 3
This evaluation report is provided for State or Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ALUMINUM COILS, INCCREEKSoffitsaTEc,,HNI(7,AL SFRV;CE-,-,, I-A-C
PRODUCT DESCRIPTIONS
3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel, See Appendix D for
dimension drawings,
3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for
dimension drawings.
Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for
dimension drawings,
16" Q4 Soffit Preformed nominal 0 0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16-
inch sections. The reported net free ventilation areas are 223 in 21, in.ft, for the 'full vent'
configuration and 11.1 in2/lin.ft. and for the 'center vent' configuration. See Appendix D for
dimension drawings.
12" T4 Soffit Preformed nominal 0,0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12-
inch sections. The reported net free ventilation areas are 12.5 in 2/lin,ft. for the 'full vent'
configuration and 4.2 in 2/1 in.ft. for the 'center vent' configuration, See Appendix D for
dimension drawings.
1Z':1.ql.L-VE"T 1Z'1c-W1E&WX4T 1Z*,_-1iQL1U-Ra4"
At G 1 5001A FI-12194-R7 Page 2 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein,
CREEK
TECHNICAL SERVICES, I —LC
COMPLIANCE STATEMENT
ALUMINUM COILS, INC
Soffits
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
R
No 74021
cr
S TAT E 0 F
X
0
1' 0 R
8'0 N Ai-- lif""# I I 1111"It
CERTIFICATION OF INDEPENDENCE
2017.12.14
16:21:34
05'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No, ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing of distributing
products under this evaluation.
CREEKTechnical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
APPENDICES
1) APPENDIX A --Approved Systems (11 pages)
2) APPENDIX B — Installation Drawings (19 pages)
3) APPENDIX C — Design Wind Loads(4 pages)
4) APPENDIX D — Dimension Drawings (4 pages)
ALC15001.4 FL12194-R7 Page 3 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
APPROVED SYSTEMS
ALUMINUM COILS, INC
Soffits
Appendix A
The following notes shall be observed when using the assembly tables below.
1. Maximum Design Pressures (MOP) were calculated using a 1.51 margin of safety per FBC Section 1404.5.1.
2. Refer to LimiTA.TIQNs and sections of this evaluation when using the table(s) below.
3- Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly.
4. The or. -center (o.c,) spacing given is the maximum allowable attachment spacing for the rated system.
5, Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber, Substrate attachment shall be designed by others
in accordance with FBC requirements to meet the minimum design requirements for the project.
6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with
FBC requirements to meet the minimum design requirements for the project
7, Typical fastening details are as follows:
a. 12' T4 Soffit —12-inch o.c.
Fastener Fastener
Location Location
b, 12" T4 Soffit — 4-inch o.c.
Fastener Fastener Fastener Fastener
Location Location Location Location
T/
c, 16' 04 Soffit — 16- inch o.c.
Fastener
L bon
01 F_
ALC15001A FL12194-R7
Fastener
LoTion
i
1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, 'Installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TEcHNICAL SERvicEs. LLC
d. 16'Q4 Soffit— 8-inch o.c.
Fastener
Location
Fastener Fastener
Location
ALUMINUM COILS, INC
Soffits
Approved System Numbers and Definitions
Lo _5J1J_# Approved Systems for 10,5-inch Soffit Spar. with J-Channel at Wall and Eave
i2F-# Approved Systems for 12-inch Soffit Span with F-Channel and Fascia Cap
12J:A Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Cap
12_# Approved Systems for 12- nch Soffit Span with J-Channel at Wall and Eave
14 Approved Systems for 14.5-inch, Soffit Span with J-Channel a, Wall and Eave
15F-# Approved Systems for 16-inch Soffit Span with F-Channel and Fascia Cap
16J4 Approved Systems for 16-inch Soffit Span with J-Channel and Fascia Cap
i6JJ_# Alooroved S)Lstems for 16-inch Soffit Span with J-Channel at Wall and Eave
22,5iJ-# Approved Systems for 22,5-inch Soffit Span with i-Channel at Wall and Eave
24F-# Approved Systems for 244nch Soffit Span with F-Channel and Fascia Cap
24J-* Approved Systems for 24-inch Soffit Span with J-Channel and Fascia Cap
r-24JJ-# Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave
27.1-=
Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MDP
No. Width W
Substrat , J-Channel
Substrate
J-Channel
e Attachment Attachment
Three (3) 18 ga. 1/4-inch crown x 1 -inch leg staples in
T hree (3) 18 ga. 1/4-inch crown x 1 -in&l. leg staples in
Max.
diamond pattern spaced 24-inch o,c. securing
i-Channel to jojsts; diamond pattern spaced 24-inch o.c. securing
10.511-1
16-inch Wood
One (1) 18 ga. 1/4-inch crown x 1 -inch leg staples
Wood J-Channel to joists; 1:59.8
located in the horizontal leg of the J-Channel spaced One (1) 18 ga. 1/4-inch crown x 1-inch leg staples located
12-inch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c
ALC 15001.4 FL12194-R7 2 of 11
Thishis evaluation report is provided for State of Florida product approval under Rule 6IG20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this reporl is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TEcHNlCAL SF-RvjcF-s, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascia Cap
Wall Connection Eave Connection
System Panel MDP
No. Width Psfl
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) min. I 314-inch long x
Max.
One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch crown 0,072-inch dia. x min. 3116- 4012F-1
16-inch
Wood min. 1.25inch embedment spaced Wood
staple spaced 16-inch o,c. inch head dia. trim nail
24-inch o.c. spaced 36Anch o.c.
One (1) 14 ga. 5/8-inch long T nail or One (1) min. I 314-inch long x
12F-2
Max.
Masonryy 9 ga, , min, 5/8-inch long Stub Nail Wo od
One (1) min. 3/8 x 318-inch crown 0.072-inch dia. x min. 3/16- 40
16-inch with 3/8-inch diameter head spaced staple spaced 16-inch o.c. inch head dia, trim nail
8-inch o.c. spaced 36-minch o.c.
Max.
Three (3) min. 314-inch x 1/4-inch One (1) min 3/4-inch x 1144nch One (1)min. I 3/4-inch long x
0.072-inch dia. x min. 114-inch 48
12F-3
16-inch
Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c.
head dia. trip nail spaced 48- 64.2
1 1 1
spaced 24-inch o.c.
1 1
and securing each panel lap inch o.c.
One (1) 14 ga. 5184nch long T nail or One (1) min 314-inch x 1/44nch One (1) min. I 314-inch long x
12F-41 Max.
16-inch Masonry 9 ga., min. 5/8-inch long Stub Nail
with 318-inch diameter head spaced
Wood crown staple spaced 8-inch o.c,
0.072-inch dia. x min. 114-inch
head dia. trip nail spaced 48-
48
64,J28-inch o.c. and securing each panel lap inch o.c.
Approved Systems for Maximum124nch Soffit Span with J-Channel and Fascia Cap
Wall Connection Eave Connection
System Panel MDP
No. Width W
Substrate
J-Channel
Attachment
Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment
Three (3) min. 3/4-
inch x 114-inch crown
one (1) min. #8 x 112-inch
One (1) min 3/4-winch x One (1) min. 1 3/4-inch long x
12J-1
Max.
16-inch
Wood staples in diamond long x 3/8-inch head diameter
screw spaced 16-nch o.c.
Wood 1/4-inch crown staple
0.072-inch dia. x min. 1/4-inch
head dia, trip nail spaced 48-
48
64.2
pattern spaced 24- connecting soffit to J-channel
spaced 84nch o,c. inch o.c.
t inch O.C. I I I I i
ALC15001A FL1 2194-R7 3 Of V
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TE,—_HNiCAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MDP
No. Width W
Substrate
J-Channel
Substrate
J-Channel
Attachment Attachment
Three (3) 18 ga. 1/4-inch crown x 1 -inch leg staples in Three (3) 18 ga 1/4-inch crown x 1 -inch " staples in
diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing
12JJ-1
Max'
Wood J-Channel to joists Wood
Channel to fascia:
leg
70
16-inch One (1) 18 ga. 1/4-inch crown x 1-inch leg staples One (1) 18 ga. 1144nch crown x 1-inch staple securing 60
located in the horizontal leg of the i-Channel spaced the nailer of each female lack or spaced 16-inch o.c.
124nch o.c. I I securing each panel lap
Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MDP
No. Width Psf)
Substrate
J-Channel
Substrate J-Channel
Attachment Attachment
Three (3) 18 ga.I14-inch crown x 1-inch leg staples in
diamond pattern spaced 24-inch o.c, securing Three (3) 18 ga 114-inch crown x 1-inch lea staples in
Max' J-Channel to joists; diamond pattern spaced 24-inch o.c securing
14.5Ji-1
16-inch
Wood
One (1) 18 ga, I /4-inch crown x 1-inch leg staples
Wood J-Channel to joists; 43.3
located in the horizontal leg of the J-Channel spaced One (1) 18 ga.14 nch crown x 1-inch leg staples located
I 12-inch o.c. I I in the horizontal leg of the J-Channel spaced 12-inch o.c,
ALC1 5001.4 FL12194-R7 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERwcE:s, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 16-inch Soffit Span with F-Channel and Fascia Cap
Wail Connection Eave Connection
System Panel MDP
No. Width pso
Substrate
F-Channel Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 14 ga, 5/8-inch long T nail or One (1) 18 ga. 114-inch crown x
One (1) min. 1 . 75-inch x
0.072-inch diameter
16F-1
Max.
Masonry 9 ga., min. 518-inch long Stub Nail Wood 1-inch leg staple spaced max. finishing nail with min. 3116- 53.3
12-inch with 3184rich diameter head spaced 4-inch o.c. and securing each inch head spaced
max. 8-inch o.c, panel lap 12-inch O.C.
One (1) 18 ga, 1144nch crown x
One (1) min. 1 . 75-4nch x
Max. Three (3) 18 ga. 1!4-inch crown x 1- 1-inch leg staple spaced max.
0.072-inch diameter
16F-2
12-inch
Wood inch leg staples in diamond patternWood 4-inch o.c. and securing each finishing nail with min. 116- 53.3
spaced 16-inch o.c.
panel lap
inch head spaced
12-inch o.c.
One (1) 14 ga, 5/8-inch long T nail or One (1) min 3/8-inch x 3/8 nch One (1) min. 1 3/44nch long
16F-3
Max,
Masonry 9 ga.. min. 518-inch long Stub Nall Wood crown staple spaced 16-inch
x 0.072 inch dia, x min. 2&6
16-inch with 3184ncn diameter head spaced 3116-inch head dia. trim nail
8-inch Q.C.
0 c.
spaced 36-inch o.c.
Max.
One (1) 318-inchhead dia. nail. min. One (1) min 318-inch x 318-inch One (1) min. 1 3/4-inch long
x 0.072 inch dia. x min.
16F-4
16-inch
wood 1.25-inch embedment spaced 24- wood crown staple spaced 16-inch
3116-inch head dia. trim nail
25.6
inch o.c. spaced 36-inch o.c.
One (1) min, 1 314-inch long
Max.
Three (3) min. 3/4-inch x 1/44nch
One (1) min 314-inch x 114-inch x 0.072-inch dia. x min. V4- 27
16F-5
16-inch
Wood crown staples in diamond pattern Wood
crown staple spaced 8-inch o.c. inch head dia. trip hall 36.1
spaced 24-inch o.c. spaced 48Anch o.c.
One (1) 14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/4-inch crown X
One (1) min. 1.75-inch x
0-072-inch diameter
1617-6
Max.
Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced 4-inch finishing nail with min. 3/16- 43.3
16-inch with 3/8-inch diameter head spaced o.c, and securing each panel inch head spaced
8-inch o.c.. lap 16-inch o.c.
One (1) 18 ga. 1/4-inch crown x
One (1) min, 1.75-inch x
Max. Three (3) 18 ga, 1A-inch crown x 1- 1-inch leg staple spaced 4-inch
0.072-inch diameter
i6F-7
16-inch
Wood inch leg staples in diamond pa-,tem Wood
o.c. and securing each panel finishing nail with min. 3/16- 43.3
spaced 16-inch o.c.
lap
inch head spaced
16-inch o,c.
ALC15001,4 FL12194-R7 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation reporl, does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
4„
CREEK
TECHNICAL SERVICES. LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap
Wall Connection Eave Connection
System Panel MDP
No. Width psl)
Substrate
J-Channel
Attachment Substrate Panel Attachment Fascia Cap
Attachment
16J-1
Max.
Wood
Three (3) min. 314-inch x 1/4-inch
crown staples in diamond pattern Wood
One (?) min 314-inch x 114-inch
One (1) min. 1 314-inch
long x 0.072-inch dia. x 23.5
16-inch
spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 114-inch head dia. trip 31.4
nail spaced 484nch o.c.
Approved Systems for Maximum 164nch Soffit Span with J-Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
J-Channel
Substrate
J-Channel
Attachment Attachment
Three (3) 18 ga.114-inch crown x 1-inch leg staples in
Max.
diamond pattern spaced 244nch o.c. securing
J-Channel to joists; Three (3) 18 ga 1/4-inch crown x 1-inch leg staples in
16JJ-1
16-inch
Wood
One (1) 18 ga.1t4-inch crown x 1-inch leg staples
Wood diamond pattern spaced 8-inch o,c, securing t32.7
located in the horizontal leg of the J-Channel spaced J-Channel to fascia
12-inch o.c.
Three (3) 18 ga.114-inch crown x 1-inch leg staples in Three (3) 18 ga.114-inch crown x 1-inch leg staples in
diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing
16JJ-2 Max, Wood J-Channel to joists; Wood
J-Channel to fascia; 43.3
16-inch One (1) 18 ga.114-inch crown x 1-inch leg staples One (1) 18 ga.114-inch crown x 1-inch leg staple securing 33.3
located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c.
12-inch o.c. securing each panel lap
ALC15001A FL12194-R7 6of11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shah notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave
Wail Connection Center Connection Eave Connection
System Panel MDP
No. Width psi
Substrate
J-Channel
Attachment
Panel Attachment Substrate
J-Channel
Attachment
Three (3) 18 ga.114 inch crown x One (1) 18 ga.114-inch crown x Three (3) 18 ga.114-inch crown
1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond
pattern spaced 24-inch o.c. of each female lock or spaced 16- pattern spaced 24-inch o.c.
22,5JJ-1
Max.
Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Channel to joists; 42.1
16-inch One (1) 18 ga.114-inch crown x One (1) 18 ga.1/4-inch crown x
1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch 1-inch leg staples located in the
horizontal leg of the J-Chanel diameter finishing nail with min. horizontal leg of the J-Channel
spaced 12-inch o.c. 3/16-inch head spaced spaced 12-inch ox,
4-inch o.c.
Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap
Wail Connection Center Connection Eave Connection
System Panel MDP
No. Width Psi
Substrate
F-Channei
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
AttachmentAttachment
One (1) 18 ga.1/4-inch
Nominal 1x2 crown x 1-inch leg
No.2 SYP
staple spaced
Three (3) 18 ga.114- anchored to 12-inch o.c. securing One (1) 18 ga. 1i4-
One (1) min, 1.75-inch x
Max.
inch crown x 1-inch
rafter with one each panel lap inch crown x 1-inch
0.072-inch diameter
80
24F-1
12-inch
Wood leg staples in 1) min. 2.25-
Wood
leg staple spaced 8- finishing nail with min, 80
diamond pattern inch x 7d ring One (1) min, 1.75-inch inch o.c.
3/16-inch head spaced
spaced 16-inch o.c. shank nail
x 0.0724nch diameter 12-inch o.c.
24-inch o.c. finishing nail with min.
3116-inch head spaced
4-inch o.c.
ALC15001.4 FL12194-R7 Pape 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SEFv!cF_s, LLC
ALUMINUM COILS, INC
soffits
Appendix A
Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width W
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga. 1/4-inch
crown X 1-inch leg
Nominal 1x2 staple spaced
One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga- 114-
One (I ) min. 1.75-inch x
Max. inch x 11 ga. anchored to each panel lap inch crown x !-inch
0.072Anch diameter
80
24F-2
12-inch
Wood smooth shank rafter with one Wood
leg staple spaced 8- finishing nail with min. 76.6
roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch
inch o.c.
3116-inch head spaced
16-inch o.c. inch ring shank x 0.072-inch diameter 12Anch o.c.
nail 24Anch o.c. finishing nail with min.
3116-inch head spaced
4-inch o.c.
One (1) 18 ga. I /4-inch
crown x 1-inch leg
One (1) 14 ga. 518- Nominal I x2 staple spaced
inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4-
1) min. 1.75Anch xOne (1).
Max. ga., min. 5/8-inch anchored to each panel lap inch crown x 1-inch
0.072-inch diameter 80
24F-3
i 2-inch Masonry long Stub Nail with rafter with one Wood
leg staple spaced 8- finishing nail with min. 76.6
3/8-inch diameter 1) 7d x 2.25- One (1) min. 1, 75Anch
inch o.c.
3116-inch head spaced
head spaced 8-inch inch ling shank x 0.0724nch diameter 124nch o,c.
o.c' nail 24-inch o.c. finishing nail with min.
3116-inch head spaced
44nch o.c.
One (1) 18 ga. I 144neh
crown x 14nch leg
Nominal 1x2 staple securing the
Nc,2 SYP
nailer of each female
Three (3) 18 ga. 114- anchored to
lock or spaced One (1) 18 ga. 1/4- One (1) min. 1,75-inch x
Max.
inch crown x 1-inch
rafter with one 16-inch o.c. securing inch crown x 1-inch 0.0724nch diameter 80
24F-4
16-inch
Wood leg staples in 1) min 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 60
diamond pattern inx 7d ring inch o.c. and securing 3116-inch head spaced
spaced 16-inch o.c.
shank nail
One (1) min. 1.75-inch each panel lap 164nch o.c.
24-inch o.c.
x 0.0724nch diameter
finishing nail with min.
3116-inch head spaced
I 4-inch o.c,
ALC15001A FL12194-R7 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SFRvicEs. LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 24inch Soffit Span with F-Channel and Fascia Cap
Wall Connection Center Connection Eave Connection
System Panel MOP
No, Width ps}
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One IV; 18 ga.1/4-inch
crown x !-inch leg
staple securing the
Nominal 1x2 nailer of each female
One (1) min. 11,55- No.2 SYP lock or spaced One (1) 18 ga. 114- One (1) min. 1,75-nch x
Max, inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter
80
24F-5
16-inch
Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60
roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3116-inch head spaced
16-inch o.c. inch ring shank One (1) min. 1. 75-inch each panel lap 16-inch o.c.
nail 24-inch c.c. x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
4-inch o.c.
One (1) 18 ga. 1/4-inch
crown x 1 -inch leg
staple securing the
One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female
inch long T nail or 9 No.2 SYP lock or spaced One (l) 18 ga. 114- One (1) min. 1.75-inch x
Max. ga., min. 5/8-inch anchored to 16-inch o.c. securing inch crown x 1, 4nch 0.072-inch diameter
80
24F-6
16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60
318-inch diameter 1) 7d x 2.25- inch o.c. and securing 3116-inch head spaced
head spaced 8-inch inch ring shank One (1) min. 1. 75-inch each panel lap 16-inch o.c.
O.C. nail 24-inch o.c. x 0.072-inch diameter
finishing nail with min.
3116-inch head spaced
4-inch o.c.
ALC15001_4 FL12194-137 9 Of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product charges of
q iity assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or otheruai
product attributes that are not specifically addressed herein.
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 24-inch Soffit Span with J-Channel and Fascia Cap
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psf)
Batten
J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
Nominal 1x2 No.2
SYP scabbed
between rafters with One (1) 18 ga.114-
one (1) min. 2.25- inch crown x 1-inch
Nominal 1x2 inch x 7d ring shank leg staple spaced
No.2 SYP Three (3) 18
nail straight -nailed 12-inch o.c.
anchored to ga.114-inch crown through the rafter securing each panel One (1) 18 ga. '/.-
One (1) min. 1.75-inch
Max. rafter with one x 1 inch leg
into the end of the lap inch rows x 1-inch
x 0.072-inch diameter
24J-1
124nch 1) min. 2.25- staples in diamond
batten or two (2) Wood
leg staple spaced finishing nail with min. 60
inch x 7d ring pattern spaced 16-
min. 2.25-inch x 7d One (1) min. 1.75-
8-inch O.C.
3/16-inch head spaced
shank nail inch o.c.
ringshank nails toe- inch x 0.072-inch 12-inch o.c.
24-inch o.c. nailed on either side diameter finishing
of the batten at nail with min. 3/16-
each batten/rafter inch head spaced
intersection. Max. 4-inch o.c.
rafter spacing is
24-inch o.c. .
Nominal 1x2 No.2
SYP scabbed One (1) 18 ga.1/4-
between rafters with inch crown x 1-inch
one (1) min. 2.25- leg staple securing
Nominal 1x2 inch x 7d ring shank the nailer of each
No.2 SYP Three (3) 18
nail straight -nailed female lock or
One (1) 18 ga. Ya-
anchored to ga.1/4-inch crown
through the rafter spaced 16-inch o.c.
inch crown x 1-inch
One (1) min. 1,75-inch
Max rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced
x 0.072-inch diameter
24J-2
16-inch 1) min. 2.25- staples in diamond
batten or two (2) lap Wood
8-inch o.c. and finishing nail with min. 53.3
inch x 7d ring pattem spaced 16-
min. 2.25-inch x 7d
ring shank nails toe- One (I) min. 1.75- securing each panel
3/16-inch head spaced
16-inch c.c.
shank nail inch o.c.
nailed on either side inch x 0.072-inch lap
24-inch o.c. of the batten at diameter finishing
each batten/rafter nail with min. 3/16-
intersection. Max. inch head spaced
rafter spacing is 4-inch o.c.
24-inch o.c.
ALC15001.4 FL12194-R7 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SETRVICES, LL_C
ALUMINUM COILS, INC
soffits
Appendix A
Approved Systems for Maximum 24-inch Soffit Span with J-Channel at Wail and Eave
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psi
Substrate
J-Channel
Attachment
Panel Attachment Substrate
J-Channei
Attachment
Three (3) 18 ga.114-inch crown x One (1) 18 ga.1/4-inch crown x
14nch leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 ga.114-inch crownpatternspaced24-inch o.c. of each female lock or spaced 16-
x 1-inch leg staples in diamond
24JJ-1
Max.
Wood securing J-Channel to joists; inch o.c, securing each panel lap Wood pattern spaced 8-inch o.c. t43.5
16-inch One (1) 18 ga.114-inch crown x
securing1-inch leg staples located in the One (1) min. 1.75-inch x 0.0724nch J-Channel to fascia
horizontal leg of the J-Channel diameter finishing nail with min.
spaced 12-inch o.c. 3/16-inch head spaced
4-inch o.c.
Three (3) 18 ga.114-inch crown x
One (1) 18 ga.1i44nch crown x Three (3) 18 ga.114-inch crown
1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond
pattern spaced 24-inch o.c.
of each female lock or spaced 16- pattern spaced 12-inch o,c.
Max. securing J-Channel to joists, inch o.c. securing each panel lap securing J-Channel to fascia; 53.3
24JJ-2
16-inch
Wood
One (1) 18 ga.114-inch crown x
Wood One (1) 18 ga.114-inch crown x 44_4
1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch 1-inch leg staple securing the
horizontal leg of the J-Channel diameter finishing nail with min. nailer of each female lock or
spaced 12-inch o.c
3116-inch head spaced spaced 16-inch o.c, securing
4-inch o.c. each panel lap
ALC15001.4 FL12194-R7 11 of 11
This evaluation report is provided for State of ilorida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
ALUMINUM COILS, INC
Soffits
Appendix B
INSTALLATION
Note - Refer to the , PPRovED Srsr€vs section of this report for additional installation details of a selected system and maximum design pressures limitations.
System No. I Installation Detail
10.5JJ-1 &
14.5JJ-1
Diamond" Patten
1 sga , 1;4" " ?-
Maples 12" o . roaxx
slaps ev 24' c c rr;ax
J-Channe;
Della G'
eiefA 1Saa,
IW xt' stapies
24' ,?.e max Diamond' ?
atten 19ga.,
id4' x'" o
c, rnax arnon6`
Patten ALC15001.
4 FL12194-R7 Page I of 19 This
evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specificaliy addressed herein.
System No. Tinstallaticir, Detail
12F-1 &
12F-2
NIIN3Z' HEAD D"A- INAIL, t0iN, 1.25" EMSE' NDMENT,
SF""F-C 24" C,C zOR '400D 5LJBS'1;,
A7ES ' MI'N-14GA, 7-NA L OP MIN, 9GA 57US N,
41L W—i—, 3/s' HEAD DiA.- MWIII, 5i'S" M6EC*4;:,
N7 SPACED 3" O.C. FOR IMASONIR-' SUS' S7R.
ES FASCIA SLIP
BOARD SOFFIT MAX,
12-
INCH SPAN CHANNEL FAS50A
Lir"
1/4" FASC—A
TRIM STAPLEE SOFFIT
TO FASCIA BOARD #
T50 3/8"
X 3/8" STAPLE 16" k
PAINT
EC S.S. 1, 3/
4" TRIM NA VN'17
NA!LS PER 12' PIECE SQ,FJT
JN FASCIA DI7T Al ALUMINUM COILS,
INC soffits Appendix
B
ALC15001.4
FL12194-R7 Page 2 of 19 This evaluation
report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance
changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes
that are not specifically addressed herein.
I 12F-3
CREEK
TECH,NiCAL SERvjcE:s. LLC
No. I Installation Detail
3/4' X 1/4- _-,
CROWN STAPLES
USJNr, A DIAMOND
PATTERN I
F' CHANNEL CAN BE
1-3/4- TRIM NAJLJPAJNTEDS.S. 48'
INSTALLED WITH THE O.C.
NAILING FLANGE UP OR
DOWN
WOOD
SUBSTRATE
ALUMINUM COILS, INC
Soffits
Appendix B
OPEN RAFTER
SOFFIT STAPLE
DIAMOND PATTERN
DETAIL
FACIA BOARD
ASCIA CAP
3/4- X 1/4- CROWN
STAPLE '8" ON CENTER
SoFnT_mzx, '2-J':-.-; zspzn
1-3/4' TRIM NAIL
PAINTED S.S.
SOFFIT
FACIA BOARD
FASCIA CAP
3/4* X 1/4^
CROWN STAPLE
SOFFIT & FASCIA
DETAIL
ALC15001.4 FL12194-R7 Page 3 of 19
This evaluation report is provided for State of Florida procluct approval under Rule 6IG20-3 The manufacturer shall notify CREEK Technical Services. LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
No, 1 Installation Detail
12F-4
4G A - - iIiA 1 L 0 R Ail i, 9 G"
a,"EN7 SPACES S" C- C. 70R.NIASONF'.
PA7ES,
SLP 80AF,"O'
FASCIA TRIM
1-3/4' TRIM NAIL —
FACIA eOARD
PAINTED 5 5. I Ak
SOFFIT
FASCIA CAP
3/4- X 1/4-
CROWN STAPLE
SOFFIT & FASCIA
DETAIL
ALUMINUM COILS, INC
Soffits
Appendix B
ALC15001,4 FL12194-R7 Page 4 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CRE—EK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed hero -in.
CREEK
TF-cHNICAL SIERVICES, LLC
System No. I Installation Detail
ALUMINUM COILS, INC
Soffits
Appendix B
OPEN RAFTER
T-,,— 3/4' X 1/4" CROWN STAPLE
SOFFIT STAPLE
DIAMOND PATTERN
4X-
1— FACIA BOARD
DETAIL
3/4- X 1/4' CROWN STAKE -24-
ON CENTER USING A DIAMOND PATTERN
FASCIA CAP
12J-1
3/4' X 1/4' CROWN FACIA BOARDLiSTAPLE '8' ON, CENTER 1-3/4' TRIM NAIL
CHANNEL 1-3/4* TRIM NAIL PAINTED S.S.
PAINTED S.S. 48' CIA CAP
d 3/4' X 1/4-
CROWN STAPLE
SOFFIT
WOOD OR BLOCK SOFFIT & FASCIA
SUBSTRATE
Q E_71AI L
ALC 1 5001A FL12194-R7 Page 5 of 19
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TEcHNICAL SERvicF-s. LLC
I System No. I Installation Detail
12JJ-1 &
116JJ-2
Is
slapit's 0 max
Awles 24 Max
IS ga,
S*304es'n
leg a}i` fpnlafe i'lp
J-ch;nnel
C etaj A
ALUMINUM COILS, INC
Soffits
Appendix B
18ga, IJ4-)(l"
staples 24" o c ma,.
DamonT Palen
Diarnon-T Palen
ALC 15001.4 F-12194-R7 Page 6 of 19
This evaluation report is provided for State of Fiorida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
ALUMINUM COILS, INC
soffits
Appendix B
System No. Installation Detail
FASCiA BOARD
FASCIA CAP
SJrfiT
OPEN RA;IER
FASCIA s APo
1
f
16F-1
r. i SOFFIT FASCIA
16F-6 DETAIL
FASCIA LAP; REFER
i T4 S09FIT 8 ASCtA
i CHAzitSEi
0£TAL
SPf6fi; t!AX. 16"
SPAN
MASONRY jj
SUBSTRATE
E
ALC15001.4 FL12194-R7 Page 7 of 19
This evaluation report is provided for State of Florida product approval under Rule 6f G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for whicl, this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
Ts-rc,-iNJCAL 5F-,,avid! s, LLC
I System No. 1 installation Detail
16F-3 &
16F-4
ALC1 5001,4
SOFF! T
F" CHANNEL
FASCIA LIP 1/4"
N11N. 3/3" HEAD CIA,. iNAIL. MIN. 1.25"
ENIBENDMENT SPACE' 24" O.C. =ORWOCC
SUGS7RATE.S. MIN, i4c-A 9GA'
STLJ6JN'AiL W71 H 1 8` HEAD Di-'- MIN$ 5/3"
EIMSEDMEN', SPACED S" O.C. FOR MASONRY
SUBS 7RA7 E:S.
ASCIA Sl-.1P BOARD
FASCIA TRIM
STAPLx SO ' FFIT TO
ASCJA BOARD #T50
8" X 3/8" STAPLE
16" O.C'
I
C,
I -- S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12' PIECE
SOFFIT & FASCIA DETAIL
FL12194-R7
ALUMINUM COILS, INC
Soffits
Appendix B
Page 8 of 19
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express -nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
System No. 1 Installation Detail
16F-5
3/4" X 1/4' -'-,
CROWN STAPLES
USING A DIAMOND
PATTERN I
F' CHANNEL CAN BE
1-3/4- TRIM NAILPAjNTEDS.S. 4,8*
INSTALLED WITH THE O.C.
NAILING FLANGE UP OR
DOWN
WOOD
SUBSTRATE
ALUMINUM COILS, INC
soffits
Appendix B
3/9' BETWEEN SOFFIT STAPLE OPEN
RAFTR DIAMOND
PATTERN DET
IL 3/
9' BETWEEN I I.
A STAPLES-
FACIA
BOARD ASCIA
CAP 3/
4- X 1/4- CROWN STAPLE '
S" ON CENTER 1-3/4' TRIM NAIL PAINTED
S.S. SOFFIT
FACIA
BOARD FASCIA
CAP 3/
4- X 1/4- CROWN
STAPLE SOFFIT &
FASCIA DETAIL
ALC15001,
4 FL12194-R7 Page 9 of 19 This
evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technicaj Services, L L C of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation repor; does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TF—cl-NICAL SERvicE:s, LLC
ALUMINUM COILS. INC
Soffits
Appendix B
System No. Installation Detail
FASOA 500V
FASOA CAP
CRN RAMP
FASCIA 30AaD
16F-2 & SOFFIT 3 FASCIA
16F-7 DETAIL
FASCIA CAP PfffP
0 AfFil I FARIA
OfTA&
Ax. 16'
V>A"
I.SJURY Diwr20rT F-4en
SUBST R A'[
ALC15001.4 FL1 2194-R7 Page 10 of 19
This evaluation report is provided for State of Flonda product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
I System No, I Installation Detail
16j_1
3/4- X 1/4- CROWN STAPLE '24-
ON CENTER USING A DIAMOND PATTERN
OPEN RAFTER
T_N_
1-3/4' TRIM NAILJ
PAINTED S.S. 48-
L &
C,
WOOD OR BLOCK
SUBSTRATE
ALUMINUM COILS, INC
soffits
Appendix B
31/4' X 1/4" CROWN STAPLE
SOFFIT STAPLEA -
FACIA BOARD DIAMOND PAT TERN
DETAIL
FASCIA CAP
3/4" X 1/4- CROWN '_
3/4' TRIM NAIL
FACIA 8OARO
STAPLE -8- ON CENTER
PAINTED S,S. A.L —
FASCIA CAP
3/4- X
CROWN STAPLE
SOFFIT
SOFFIT & FASCIA
Q ETAI L
ALC15001.4 FL12194-R7 Page 11 of 19
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3 The manufacturer shall notify CREEK Technical Services, LLC of any poduct changes orState
duration for this report is valid. is evaluation report does not express nor imply warranty, installation, recommended use, or otherqualityassurancechangesthroughouth
product attributes that are not specifically addressed herein.
I System No. I Installation Detail
1 PA3 i I f4" 7 1'
M a
ZNtai A
ALUMINUM COILS, INC
soffits
Appendix B
13ga, IA")(I"
slaoleS 24" 0 f.' Inar
rAzopfam
A , I W X 1 '
slaples T o c rna,.,
ALC15001,4 FL12194-R7 Page 12 of 19
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
Tk T;E-CHNICAL SEleVICES, LLC
No. ( Installation Detail
I 22,5jJ-1
I S 93 4' x 1, Staples
may. and 1 't 4*'
La x 072" Dia Trim
Nails wrth 3,16' Head
ID CI Max
OPE. PWp Dtarinnd`
Paden 10
Iga,lWx I' staples
12- , ( may, I
sqa' Staples
14' ri C max J-
c4annel Dot
ALUMINUM
COILS, INC Soffits
Appendix
B 18ga"
I ' W X I' staples
24' 0 i max Diamond"
Paten slapies
24"o c ma;. oroc'
Patten S-
9a'. 7—
S, tapICS ALC15001,
4 FL12194-R7 Page 13 of 19 th
is hisevaluation report is provided for State of Ronda product approval under Rule 61 G20-3. The manufacturer shalt notify CREEK Technical Services. LL'C of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein,
CREEK
TECHNICAL SERVICEs, LLB
ALUMINUM COILS, INC
Soffits
ZEM
System No- I Installation Detail
1 j- TRIM NAil FASCIA BOARD
PANTED SS
1-,- CROWN
STAPLES i
FASCIA CAP
zriT
USING A DIAVIOND
SVI
PA, REFER TOTERN:
SOFFIT STAPLE
DIAMOND PATTERN
WN STAPLE
DETAIL
TRIM NAIL FASCIA BOARD
PAINTED SS
SOFFIT & FASCIA
DET AlL
24F-1
24F-4 CROWN STAPLE
FASCIA REFER
10 SOFFIT & FASCIA
i maai x2- SYP
aatt.n Anmora4
F-CHANNEL I
to SOFF11; MAX, 24'
Rafters v'th one 7d
R4'N Shank Nall 41
every Ratter
WOOD SiJ8S7RATE--------
SOFFIT S"APLE
DIAMOND PATTERN
ALC15001,4 FL12194-R7 Page 14 of 19
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
Product attnbules that are not specifically addressed herein.
CREEK
FECFJ-4JCAL SEPV CESL'31.—C ALUMINUM
COILS, INC Soffits
Appendix
B System
No. Installation Detail PAINTED
FASCIA
BDARD ITRV1NAILFA5,
0A CAP ROOF
NA!LS 1-
j- SMOOTH StIAW, SOFFIT
1",
d- CROWN STA-LE 1
TRIM NAIL PAINTED
S.S.A
FASCIA
BOARD SOFFIT
FASCIA 24F-
2 DETAIL PAW
24F-
5 FASCIA
CAP: REFER TO
SOJIFIT I FA5VA DETAP
T-.
2' SY; Haden
BtAtow. e4 to SOFFIT MAX 24 F-CHANNEL
3 i j Rafters -th Qnr U Rn'g
Sta'A Na,! at rrery Racier
WOM SUBSTRATE
ij ALC15001,
4
FL 1 2194-R7 Page 15 of 19 This evaluation
report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance
changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, o- other product attributes
that are not specifically addressed herein.
CREEK
TEcHNICAL SERvicEsLLC ALUMINUM
COILS. INC soffits
Appendix
8 System
No. installation Detail F
Il// ti
I -' TRO1 NAI -FASCIA $0AR0 PA;
N7ED S.S. k MEA
7-NABS ;AS(iA CAP SOMT
1-
J- ' UROWN SiAPU I
TRN NA'L FASCA $CARO SOFFIT
FASCIA PA11,
17ED 5,', DETAIL
24F-
3 & 24F-
C- FASM
CAP: REFER TO
SOFFIT 9 FAMA NAM;
OZ, at 1".SYP Batfe,, SOMT;
MAX, 24' Rafter; —h
aPe 7d Ring sbanh
Aaal at iw,y
Railer Ej ALC15001.
4
FL12194-R7 Page 16 of 19 This evaluation
report is provided for State of Florida product approval under Rule 61<320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance
changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes
that are not specifically addressed herein.
ALUMINUM COILS, INC
Soffits
Appendix B
System No- Installation Detail
I- 'At" NAIL FASCIA BOARD
PA;NTEO
Ro FASCiA CAP
SOFFITIAMA11101
x;' CRC!Wt S-1APLECAKTl [V^ ISOFFITSTAPLE
PATTERN . DEFER "
O,AMOW'PAITZRN
RAFTFP
OET AIL
FASCIA BOARD
SOFFIT & FASCIA
1 TRM NAIL
24J-1 & 1-,~ CROW)i STAPiE
24J-2
FAINTED S.S DETAIL
FASCIA CAP, REFER
70 Sarm b FASCIA
scabbed Wttm —d F171, MAX 74' 3/8
3-CHANNEL
WOOD WSTRATE
0! trs W.IeP e, I.0 12d iS
IM21 S! p naOs e
I)w t of M, t)alle,/ at t" SOFFIT
STAPLE DIAMOND
PATTERN ALC15001.
4 FL12194-R7 Page 17 of 19 This
evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express no, imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
ALUMINUM COILS, INC
Soffits
Appendix B
System No. R Installation Detail
staples 24" max
T
A
13 :a 1 s4.x staples
c max anc
Ltang x 012"'Uia In-
2"
24JJ-1 18 4'
tlplt-S 24" 0,cM-3;: t 3 a 4- X ALC
15001.4 FL12194-R7 Page 18 cf 19 This
evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify "REEK Technical Services. LLC of any product changes or quality
assurance changes throughout the duration for which this na-pon is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERV;Cl:s, LLC
System No. I installation Detail
B
c may ano
Long x,072"Cna Tfi-n
N14i, w0i
I C MaX
24JJ-2
3l
OPEN PATER
A
18ga, I W X I'
staples': sc, max 1
Ursa., I ;4- Y V siapje-.
24" o t; rnaK. Der
a4 a ALUMINUM
COILS, INC Soffits
Appendix
B 1
Sga , 11.1"x I , /-- staples
24'o,1,max I Diamond"
Patten Maples
I To,c max 00rnoncr
Patten ALC
15001.4 FL12194-R7 Page 19 of 19 This
evaluator report is provided for State of Florida product approve' under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this repon is vafid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERv1cf-:s, LLC
DESIGN WIND LoADs
ALUMINUM COILS. INC
soffits
Appendix C
The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following
provisions:
1. Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC
2. Exposure B, C, and D shall be as defined in section 1609 of the FBC,
3. Design wind loads are provided only for wallsisoffits with a mean roof height less than or equal to 60-ft.
4, All calculations are based on an effective wind area of 10-e or less,
5. Topographic factors such as escarpments or hills have been excluded from the analysis.
6. Wind directionality factor, Kd = 0,85
7. Vq is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC.
8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional.
9. Zones 4 and 5 shall be defined as shown below. Dimension 'a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Hejgft), whichever is
smaller, but not less than either 4% of the least horizontal dimension or 3-ft.
ALC 15001 4 FL12194-R7 Page 1 of 4
This evaluation report is provided for State of Florida product apprcval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TF-CHNICAL SE:RVICES, LLC
ALUMINUM COILS, INC
soffits
Appendix C
Design Wind Pressures for Soffits in Exposure B
Building
Type
Zone
Mean
Roof
Hft eight () Basic
Wind Speed mph) 120
130 I140 150 160 170 180 190 900 I20
1 19.8 j 263 30,0 33.8 37,9 42.2 46,8 25
16,
9 ------ 16.
9 i 19.8 22.
9 22.
9 26,3 I 30.0 k -318 37.9 42.2 468 30
16.9 19-8 22,9 26,3 30,0 33.3 37,9 42.2 46.8 4
40
183 21.5 24.9 28,6 i 32.5 36.7 41,2 45.9 50,8 50
19.5 I 22.9 26,5 1 30-5 34.7 1 -39,11 43,9 48.9 54.1 Enclosed
60 20,5 24.0 27.8 32.0 36A i i -41.1 46,0 51.3 56,8- Negative
20
20.8 24,4 28.3 32.5 37.0 14, 7146.8 52.1 57.8 Loads) 25
20.
8 1)'d A 83 32.5 37.0 41.7 46,8 52.1 57,8 30 20.
8 24.4 283 32.5 37.0 j -41.7 46.8 52.1 57.8 5 40
22.
61 26.5 30,7 35.3 40.1 45.3 I 50,8 56.6 62.7 50 24.
1 I 28.2 32,8 317,6 418 483 54.1 60.3 66,8 60 25.
3 29.6 34.4 39.5 44.9 50,7 56.8 63.3 70.1 20 10.
8 i 12.7 14,7 16.9 1 19,2 217 24.3 1 27.1 30,0 25 10.
8 1 12.7 14,7 1 16,9 1 19,2 21.7 24.3 27,1 30.0 30 10.
8 i 12,7 14,7 I 16,9 19-2 21.7 24.3 27,1 30.0 4 40
113
13.8 16.0 183 20.8 23.5 26.4 29.4 32.5 50 12.
5 143 17.0 1 19.5 22,2 I 251 28.1 313 34.7 Enclosed 60
13.1 15.4 17.8 20.5 233 2e.3 29.5 32.9 36.4 Positive 20
108
12.7 14.7 16.9 19.2 1 21.7 24.327.1 30.0 Loads) 25
10!
8 12,7 14.7 16.9 19,2 217 24.3 271 30,0 30 10.
8 12.7 14,7 16,9 19.2 213 24,3 1 27.1 30.0 5 40
11.
7 1 13,8 16.0 1! 18.
3
20.8 23,5 1 26.4 29.4 32.5 50 12.
5 Ll 14317.0 19.5 22.2 1 25.1 1 28.1 31.3 34.7 60 3.
1 i 15.4 17.8 20,5 233 26.3 29,5 1 32.9 36.4 ALC 1
5001A FL12194-R7 Page 2 of 4 This evaluation
report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product, changes or quality assurance .
changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes
that are not specifically addressed herein.
ALUMINUM COILS, INC
Soffits
Appendix C
Design Wind Pressures for Soffits in Exposure C
Building
Type
Zone
Mean
Height
Roof
ft)
Basic Wind §Md mph)
120 130 140 150 160 170 180 190 200
20 2 1. 7/ 25A 29.5 318 38,5 43,5 48.7 54.3 60.2
25 22,6 i -26.6 I -30.8 35,4 40.2 45.4 50,9 56.7 i -62.8
0 23.6 41.9 I -47.3 53.1 59.1
62
65.5
4
40 25.0 29.4 34,1 39.1 44.5 1 -50.2 56.3 71 69.5
Enclosed
5C 26,2 30.8 35.7 41.0 46,6 52.6 i -59.0 65.8 72.9
60 271 -31.9 -37,0 -42.5 -48.3 -54.6 -61,2 -68,2 755
Negative
20 26.7 31.4 36.4 41.8 60.2 67.0 74.3
Loads)
25 27,9 32.8 1 -3&0 43-6 i 49.6 56.0 62.8 70.0 77,6
30 29,1 -34.2 -39.6 -45.5 -51.8 -58.4 -65,5 -73.0 1 -8aq
5
40 30,9 36.3 42.1 48,3 1 54.9 62.0 695 J7.5 85,8
50 32A 38.0 44. 1 50.6 1 57,6 72,9 81,2 89,9
60 33.6 39A 45.7 52.5] 59.7 67A 75.5 84.2 93,2
20 13.9 163 18,9 21.7 24.7 27.9 31,2 34.8 38.5
25 14,5 17.0 197 22.6 i 25.8 29.1 32.6 36.3 40.3
30 15.1 177 20.6 23.6 I 26,9 30.3 I 34.0 37.9 42,0
4
40 16.0 1 18.8 21,8 25.1 28.5 32.2 36.1 40.2 4405
50 16,3 i 19,7 22,9 26,3 i 29.9 337 1 37,8 42.1 46.7
Enclosed 60 17.4 20.5 i 23.7 2' ' 7,2 31.0 35.0 39.2 43.7 48.4
Positive
20 13.9 16,3 79 21 .7 24.7 27,9 i 31.2 34.8 38.5
Loads)
25 14-5 17.0 19.7 22.6 25,8 1 29.1 32,6 36.3 40.3
30 15.1 i 17.7 20.6 23,6 26-9 1 30.3 34.0 i 37,9 42,0
40 16,0 I 18,8 21,8 25,1 28.5 32,2 36.1 40.2 44-5
50 16.8 19,7 22.9 26.3 29.9 33.7 37.8 411 46.7
60 17A 20.5 23.7 27.2 i 31.0 35.0 39,2 437 48.4
ALC15001A FL12194-R7 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, mstallation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SF-RVICEs. LLC
ALUMINUM COILS, INC
Soffits
Appendix C
Design Wind Pressures for Soffits in Exposure D
Building
Type
Zone
Mean
Roof
Height (ft)
Basic Wind Speed (mph)
120 130 17-1 1-50I1 160 1701 180 190 200
20 26,0 30.5 35.4 40,6 i -46,2 522 58.5 65.2 72.2
25 27.0 -31.6 -36.7 -42.1 47.9 1 -54.1 60.6 67.6 74.9
30 27.9 38.0 43.6 49,6 1 56.0 i -62,8 70.0 77.5
4
40 29A
32.8
34.5 40.0 45.9 52,2 j 58.9 i -66.1 73.6 81,6
50 30.6 35.9 41.6 47.8 54,3 I 61 .3 68,8 j -76,6 84.9
Enclosed 60 31.5 37.0 42,9 i 49.3 56.1 633 70.9 79.0 87.6
Negative
Loads) 20 321 37.7 1 -43.7 50,1 57,0 1 64.4 72.2 80.4 89.1
25 33.3 -39. i -45.3 -52.0 59.2 1 -66,8 74.9 83.4 92.4
30 34,5 40.4 46-9 53,8 6t3 69.2 77,5 86.4 95.7
5
40 362 4Z5 49.3 56.6 64A 72.7 8111 5 90.9 1007
50 37!7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8
60 38.9 -45.7 -53.0 -60.8 69,2 -781 87,6 97.6 108.1
20 167 19.5 227 26.0 29.6 33.4 3T5 41.7 46.3
25 17.3 203 23.5 27,0 30.7 34.7 38.9 43.3 43.0
30 17,9 I 21.0 24,3 2T9 31.8 i 35.9 40.2 44,8 I 497
4
40 18,8 E 22,1 25.6 29.4 33.4 37.8 413 47.2 52,2
50 1946 23.0 26.7 30.6 i 34.8 39.3 44.1 49.1 54.4
Enclosed 60 M2 237 27.5 1 31.6 35.9 40-5 45.4 50.6 56.1
Positive
Loads) 20 16.7 19.5 22.7 26,0 29.6 I 33A 37.5 417 46.3
5
25 17.3 20.3 f 23.5 27.0 30.7 34.7 38.9 43.3 48.0
30 17.9 21.0 24.3 2T9 31.8 35,9 40.2 I 44.8 49.7
40 18.8 22,1 25,6 29.4 1 33.4 37.8 42.3 47.2 52.2
50 19.6 23.0 267 30.6 34.8 39,3 44.1 49.1 54.4
60 20,2 23.7 2T5 31.6 35.9 40,5 45.4 50.6 56.1
ALC15001A FL12194-R7 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
318" F-Channel
318" 1
318" J-Channel
iSCMETR1C VIEW
Re" PROFILE
20-11ETRIC yl K
318` PROFIE
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001.4 FL12194-R7 Pagel of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CRHEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report, is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifscaily addressed herein.
Fascia
CREEK
TEcHNICAL SERVICES, LL
3/4"
7/8"
1/8" HEM
6"FASCIA
BLANK
1/4"
ISOMETRIC VIEW
ALUMINUM COILS, INC
soffits
Appendix D
ALC15001A FL12194-R7 Page 2 of4
This evaluation report is Provided for State of Florida product approval under Rule 131G20-3. The manufacturer shalt notify CREEK Technical Se; vices. LLCof any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other
producl, attributes that are not specifically addressed herein.
CREEK
TFcHNICAL SERYiczs, LLC
16" Q4 Soffit
18" BLANK
ALUMINUM COILS, INC
soffits
Appendix D
ALC15001.4 FL12194-R7 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61I020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
4
CREEK
TEcHNICAL SERVICF-S, LLC
12" T4 Soffit
7/8" 3 1/8" 1 7/81, 1 3 1/8"
112" 1/2" 112"
13.75" BLANK
3/8" PROFILE
iL
71 7,1 7
7
ALUMINUM COILS, INC
Soffits
Appendix D
END OF REPORT
ALC 15001,4 FL12194-R7 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specific -ally addressed herein.
Florida Nfliding Code Online littps://www.fl<)ridal)uil(iiiig.oi-g/pr(l)t,
KIS FIQVTle Log in User Regist,oton Hat loplcs; Submit Surcharge stars Facts Publications rDC Staff 13CIS 5(te Map t nks Search
dProduct Approvalb'4171r (1 (
USER: Pubk' use,
rlod,l-r Applqlai Fje'Ilj I r`r,)duC( of Attp4t tipn Seater, I Applr,,11K111 1,W I AppkaWn Eretall
FL # FL7006-RI0
Application Type Revision
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Ernatl
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
IKO Industries, Ltd
40 Hansen Road South
Brampton, NON -US L6W 3114
708) 496-2800 ExL 200
rmetzOOl@tampabay.ut.com
Robert Metz
rmetz00IIto mpabay, rr.corn Bob Metz
RFMCO of
Pinellas 456 Avila
Circle NE Saint Petersburg,
FL 33703 727) 776-
5263 1-metz00I
@tarripa bay, mcont Don Shaw tKO
Industries LTD
120 Hay Rd.
Wilmington, DE J9808
717) 579-6706
don.shawpi iko.
com Rocifing Asphalt Shingles
Certification
Mark or
Listing FM Approvals - CFR
Locke Bowden P.
E. validation Checklist - Harcicopy
Received 5-Laun 0 "
r ASTM D3161 modified
to 110 mph ASTM D3462 ASTM
D7158 Class
H ASTM E108 YM
2016 2010
2011
2011
I
of
3
4/13/20M 7:41 AM
w
Flwida Building Code Online littps:/,/Www.floi-i(tabtjildiiig.ot-g/pr/pr app -dt1.aspx?param=wG1"-,VX..,
Equivalence of Product Standards
Certified by
Product Approval Method Method I Option A
Date Submitted tO/08/2017
Date Validated 10/30/2017
Date Pending FBC Approval
Date Approved 11/01/2017
Summary of Products
FL # Model, Number or Name Description
7006.1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle
Biltmore and BlItmore 14D manufactured at TKO's Kankakee, 11; Hawkesbury, Ont.;
Wilmington, DE; Sylacauga,AL and 'Toronto, Ont. plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ,. Yes FL7006 R 10 C CAC Lel,I,Qr A51 M 1,)3161 lvttQr -
Approved for use outside HVHZ- Yes 9-26-2017) ft,orn FlN-1,pof
Impact Resistant: N/A F t.7()Q6 Rj() ASTM D)j(r
Design Pressure: N/A
left
Other: 1-1-7006, IDS C CA(, [,,ett r-ASIN Ir I Qt
9 -2( ?-2Q 17) vdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
F1,7006 RIO, 11 IKO-187 02-01 LelkQr Installation
1111111-ru(I'low.,' foc FfAC FL7006,pdr
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
7006.2 Hip and Ridge 12 Cap This is a 12" x 12" fiberglass asphalt shingle used to cover
the hip and/or, ridge of an asphalt shingle roof system
nranufactUred at IKO's Kankakee, If, 'foronto, Ont. and
Brampton, Ontario plants.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ-. Yes FL,7006 RN-C-4AC_A51-M 0 34 - Shmk!q lot i
Approved for use outside HVHZ- Yes qi v0lart<e Aq0tt; (g(al w,)i i f,6-120 A)17),pdf
Impact Resistant: N/A F1,/006 RIO C (-A(,' Letter - A51-M 0,3,161 ILIOer
Design Pressure: N/A 9-?15-20,17) from FM prat
Other; RIO,Q ,3,1ASIMD6.'lette-iQA
H-7006 R better AS I M t- I Orj letTej-
9 - -) 6-2 0 17), Of
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
R10, lf(-114) a!10 fodw Got) Shingle lntdlla(l("n n1Lrmj
lot Verified
By: Duc T Nguyen PE 65034 Created
by Independent Third Party: No Evaluation
Reports Created
by Independent Third Party: 7006.
3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt Shingle Used as a starter strip at Starter
Strip the bottom of a roof system manufactured in Brampton and Hawkesbury,
Ontario plants Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: Yes FLIQQ RIO, C, CAG kjllt:T A;l M D11 11611 ielltlje,! Approved
for use outside HVHZ. Yes (9 26-201 1) froto Ffl.pOf Impact
Resistant: N/A FL7006 I I Q -Q CAC AST'M F)3462 lelter Design
Pressure: N/A (9-26 2)()17) pelt 2
of 3 4.'] 3f2018, 7:41 AM
Florida lWilding Code Online
W
https://www.flori(tabtiildiiig.org/pi-/I)r al,)p__dti.aspx'?paratil--W(;EVi,..
Other:
7006.4 Marathon Plus AR, Superglass Plus
AIR
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVIHIZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
FL7006 R[O C CAC Letter ASIf'! L108 letter
9-26-2017).pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL/01)61'00, If IKO 167 02-01 Letter Instillation
instructions for FBC I'l-7006,pCif
F1.7006 RIO 11 Roofitig-Products-I,r-,,id(ficj Ld9c I'llt's
Application-FN(J).pdf
Verified By: Duc T Nguyen PE 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
3 Lab fiberglass asphalt shingle manufactured at IKO's
1 Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.;
Sylacauga, At, and Kanakakee, IL plants
Certification Agency Certificate
F1,7006 RIO C CAC I-Qttcr - ASIM D3161 letter_-.
9-26-2017) from Mpdf
I'l-7006RI0 (.,CAC_ Letter - ASYM D3462 letter
9 26 201,7).pdf
FL7006 R I O C CA(, I -otter - AS I'M L108 !(,tLqt- -
9-26-20140f
Quality Assurance Contract Expiration Date
12/20/2020
Installation Instructions
FL7006 R10,11 IKO-187-02-01 tpKet tWallatioul
Instructions for FBC Ft,700(-pdf
Verified By: Duc T Nguyen 65034
Created by Independent -Third Party: No
Evaluation Reports
Created by Independent Third Party:
Back 11 il`lqxt'
The State of rk),-idit is an AA/EEC) eolployer, ASSgssjtijlty -5Atsuj_ejl1t:: gqhun,0 $'k aat Mq.rL Under
Florida la., ea# addresses are public records. fryou do not want your e-mad address released in response to a public records request, do not send ekectrook, mall
to thK entity. Instead, contact the office by phone or by traditional noul. It you have any questions, please contact 850 487.1395. *Pursuant to Section 455,
275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departroerut with an erriful address if they have one.
The ernails provided may be used for official communication Nth the licensee. However email addresses are public recotTI. If you do not wish to supply A personal
address, please tirovide, the Department with an email address which can be made available to the pubk. To determine if you are a licensee under Chapter 455,
RS., please click he Product Approval
Accepts: Giedit Gard
Safe 3
of
3 4 /13,120 18, 7:4 1 AM
CONSTRUCTION
w ^0 MATERIALSNN
TECH NOLOGUES
October 27.2O17
KOIndustries, Ltd 128Hay
Rd VVi|minghnn.
DE188O3 6h(s).
PRIConstruction Materials
Technologies has completed atechnical review and attached sealed shingle instructions incompliance the 2O17Florida
Building Code. This review was completed based on
the receipt of following evidence from IKO Industries, Ltd: 1> |KOShingle Application Instructions —3-TobShingles
EN-3Tab_}kpp|na_8A6XEFS-2012-11_
rofonnatted2013-02-navO7/13-F|o/ida) 2) |KOLaminated Shingles Application Instructions EN-Laminated_
App|na_8TTEFS-2012-04_meho,
mathad2013'02'vev07/13-F|urida> 3) |KOHip and Ridge 12Application Instructions ENHipandRid e1
ri-2U13-08_reformatted 2013'O8) 4) |K0Leading
Edge P|uuShingle Application Instructions EN-3LEP-Tri'
2012-06_refonnaMad2013-03) 6> ASTK8 D3161 Test Report (
FM Approvals Project No. 2040947) The attached
instructions should be used in conjunction with the published manufacturer'
s application instructions and applicable code. |nthe event the instructions conflict, these instructions shall
govern. Statement of Independence: PR|Construction Materials Technologies and/or DuoT.Nguyen, FLPEdono have
nor plan to acquire a financial interest in any company manufacturing or
distributing products for which the test reports are issued. Signed: Signed: Brad Grzybo ski Managing 2:112tor
October 27, 2017 Date: Attachments:
AJIKOShingle Application
Instructions '3'Tab
B)|KOLaminated Shingles
Application Instructions C)|KDHip
and Ridge 12Application Instructions D) IKO Leading
Edge Plus Application Instructions xo'18/
o2 01 61 4UY n 4 MY Florida
RogKleired-15rofessional Engineer P.E. Number: 66034
October 27.2O17 PRI
Gonsomijon Materials Technologies, ucw12Badger Drive
rmwmnomo n*m3-m,-
51n Fax: mom1/ww "-
in*(oamwmusmng@pinco/«w
wamite:wpx°vnvv6cwomm
V
om
Installation Instructions for
Asphalt shingles
Page xofs
UKO Shingle AK U^ 8 K -~ - `K KesApplication _ __ Shingles
ASTK8D3161`ClasmF-|KOMmrathom26 AR and CRC Smpen0hmamYN25AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONUUCT|ON WITH |KQ^S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. |NTHE EVENT THE INSTRUCTION CONFLICT,
THESE INSTRUCTIONS WILL GOVERN. ROOF
DECK: Solidly sheathed and fastened deck conforming hz2017FBC UNDERLAYMENT:
Applied in accordance with building code requirements. For areas where the roof slope is less
than 4^ per foot down to 2. per foot, use 2 layers of underlayment conforming to building coda vequinementn,
the first sheet overlapping the aave protection by 18", followed by full 38" widths overlapping each
preceding course by 19" or other Approved underlayments in accordance with the qualified application nobuoUona
For areas where the roof slope is4''per foot or greater, cover the deck with one ply of underlayment
laid parallel to the eaves, with 2" horizontal laps and 4" end laps.Apply metal drip edges untop of
any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements.
NAILING:
Use galvanized (zinc coated) roofing nails, 11or12gauge, with utleast 3/8''diameter heads, long enough hnpenetrate through
plywood orJ/4^into boards, Use 4nails per shingle placed G-1/O''above the butt edge, approx. 1''and 13''
from each end and 1/2^above each cutout. Drive nails straight aothat nail head ia flush with, but not cutting into
shingle surface, NAILING ON STEEP SLOPES: For steep
slopes of 21 " per foot (60') or more, use 6 nails per shingle placed aushown below. Ensure that nunail iswithin
2''ofajoint/cutout o[the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx.
size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom
edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause
blistering. CAUTION: Shingles should seal to the underlying course when the factory applied
asphalt sealant is sufficiently warmed by the heat of direct sunlight, EXPOSURE: Installed shingles shall have amaximum
average exposure of5-5/ ^
STEEP SLOPES SEWW' DO NOT NAIL INTO OR ABOVE THE SEALING
STRIP pmowm~
m*
w*,rial,/ww"logies,uo woawgerDrive m"pa,,'zmw
10.0113621 5771 w,o^eamwo "~* w°bSite,tiftpm°wwprm"u"~
V
o0
Installation Instructions for
Asphalt Shingles
Page xo|o
UKO Laminated Shingles Application Instructions
NOTE: THESE INSTRUCTIONS SHALL BE USED IN C0NJUCTION WITH iKD'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. |NTHE EVENT THE INSTRUCTION CONFLICT,
THESE INSTRUCTIONS WILL GOVERN. ROOF
DECK: Solidly sheathed and fastened deck conforming tu2O17FBC UNDERLAYMENT:
Applied in accordance with building code requirements. For areas where the roof slope is less
than 4' per foot down to 2' per foot, use 2 layers of underlayment conforming to building code requirements,
the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each
preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions.
For areas where the roof slope in4" per foot orgreater, cover the deck with one ply of und*
daymont laid parallel tothe eaves, with 2^horizontal laps and 4''end laps. Apply metal drip edges ontop of any
underlay along rake edges and directly to the deck along eaves in accordance with building coda requirements. NAILING:
Use
galvanized (zinc coated) roofing nails, 11or12gauge, with at least 3/8"diameter heads, long enough Vopenetrate through
plywood or3/4"into boards. Use 4nails per shingle placed inthe nail line 7'3/ ^ below the top edge, approx.
1"and 13'infrom each end. Drive nails straight onthat nail head iaflush with, but not cutting into shingle surface. NAILING 8NSTEEP
SLOPES: For steep slopes of2rper foot (
60^)ormore, use Gnails per shingle placed aoshown below. Ensure that nonail is within 2.o/ajoint/cutout ofthe
underlying shingle. Seal down each shingle at time of application with three 1 " diameter (approx. size and thickness of a quarter)
spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the
shingle, Apply p|aaho cement in moderation since excessive amounts may cause blistering, CAUTION- Shingles should seal
to the underlying course when the factory applied asphalt sealant is sufficiently warmed by
the heat of direct sunlight. EXPOSURE: Installed shingles ahuU have amaximum average exposure of5'7/8^ NAILING '
STEEP SLOPES AppucAnow I— —
NAILm* xm~ NAILS PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH
THE OVERLAY AND UNDERLAY
ponnoxoorTHE SHINGLE
PHI
Conslfuctk)
n wmww,Technologies. uomooxige,Drive lamp FLsmo n+wuam77/ m^mo-6mo840 e-mail: Webmwmpv==
rncwun°
W
wo
Installation Instructions for
Asphalt Shingles
Page *mn
IKO Hip and Ridge 12 Application Instructions
NOTE: THESE INSTRUCTIONS SHALL BE WGEO IN CON0UCTION WITH |KO`S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. |NTHE EVENT THE INSTRUCTION CONFLICT,
THESE INSTRUCTIONS WILL GOVERN. Cut
hip and ridge shingles into thirds, using the perforation marks as o cutting guide. These shingles are designed
for m51/8"(13Onwm)exposure, (For aneater appearance, the top ofeach side ofeach piece has been factory trimmed on
a 1 " (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8(143 mm)
above the butt edge 1^ (25 mm) in from''nm each edge, exposingeach piece 5 1/8(130 mm) Apply hip pieces starting
at the lower end of the hip, working up toward the ridge, On hip roofs, apply ridge pieces starting at each
and, meeting in the middle, On gable noufs, apply ridge pieces starting at the end opposite tothe prevailing wind
direction and continue tothe other end. Note: Toobtain athree-dimensional effect, (which is recommended, but not required),
apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the
lower piece extending about 3/4" (19 mm) further than the top piece (see diagram), The final shingle should be set
in cement, and the exposed nail heads of the final shingle should be covered with cement, Prior to application in
cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED
PROPERLY. THEYARE
DESIGNED FOR USEAS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED
FOR ANY OTHER APPLICATIONS, WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM
POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED
OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS
REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS,
AND REQUIREMENTS PRIOR TOAPPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS.
pmcwurilw"wite"ls'K^nol"gtes,uo.wuBadger
Dfivemmpuzsw 10813 621e11 mcm3 6215840 wmv Mbxite: hftvm~Av,pflrw.com
m0
Installation Instructions for
Asphalt Shingles
Page uu,n
11<0 Leading Edge Plus Application Instructions
ASTM D316i,Class P—IKO Leading Edge Plus)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTN]N WITH IND'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. |NTHE EVENT THE INSTRUCTION CONFLICT,
THESE INSTRUCTIONS WILL GOVERN. 1.
Apply any undedaymert.emveprotection, valley flaohings.cndrip edges toroof deck aorequired 1, Each 393/8Yx131M"(
1OOOmmx338mm)|KOLeading Edge Plus strip imperforated lengthwisekn separation into two (2) shingles.
Take one I KO Leading Edge Plus strip and fold flat at perforation to separate. 3Take one ofthe separated
shingles
303/8'xS5/8r(1OOOmmx1O8mm)and remove approximately 20"(500 mm). Install this shingle on
the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves.
The shingle should overhang the rake edge and eaves byanominal 1/4^(Mmm)minimum, Fasten the
shingle 0xthe roof deck with nails located 3^to4^(75 mmtu10Omm)from the *aveedge and 1^(25mm)infrom each
end. 4, Take the leftover 20" (500 mm) piece shingle. Rotate the
piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of
the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum.
Fasten the shingle to the roof deck with fasteners located 3''to4^(75mmto18Omm)from the rake edge and 1^(25mm)
infrom each end. 5. Repeat Steps 3 — 4 for the right lower corner of the
roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 geugo, with
at least 3/B^(8mm)diameter heads, long enough hopenetrate through plywood o/3/
4(20 mm) into boards, Use ooi|e per shingle Vu4,(75mm to 1UOmm)from
the eaveedge and approximately 1"and 13"(25mmand 33Omm)infrom each end. Fi
Apply full-length I KO Leading Edge Plus shingles to the remaining eave edges of
the roof deck, Install the shingles granule aide up with the factory applied sealant adjacent to the eaves. The shingles
should overhang the rake edge and eaves byanominal 1/4'(8mm)minimum. Fasten the shingles Vn
the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave
edge, 4 nails per shingle. 7 Apply roof shingles as per the instructions printed on each product's package. Make certain the
first course of field shingle ties flush with the edges of the fastened IKO Leading Edge Plus. In
this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles
and help keep them from lifting in high winds. PRI Construction Materials technologies. mmnmadijef Drive nmpa,n33610 Telm3
621-571J Paxm3 621-5840o mail: hqp Wow
priml.com
Florida Building Code Online litIps://www.floridabuiIdirig.org/pri'p_app_dtl.aspx?pai-aiiiwGEV'.I*,.,. Nmxul
am PCIS
Home LD9 In User Reqqtmtion Hot Topics Submit Surcharge Scats 8 Pacts Pubhcatioqs FBC Staff 805 Site Map Lnks Search dbProduct
p`r Approval USER:
Public kNef Apanal
0'101,Ct q1 Appilqlt,P) I 1,m F Application Detail OPERA, 12,
AFL >k FL2346-R7 Rl- t-'
M 0 ApplicationType Revision
Code Version 2017
Application Status Approved
Comments Archived Product
Manufacturer
Warrior
Roofing Manufacturing Address/Phone/Email
3050 Warrior Road Tuscaloosa, AL 35404
205) 553-1734
Fxt 115 qteven@WarrlorRooftnq.ne.l:
Authorized Signature Steven
Crew SLeven@WarriorRoofing.nei: Technical
Representative Steven
Crew Address/Phone/Email
3050 Warrior Road Tuscaloosa, AL 35404
205) 553-1734
ExL 1024 Steven@WarriorRocifing.net Quality
Assurance Representative
Sloven Crew AddfeSS/PhOoe/Frflail
3050 Warrior Road Tuscaloosa, AL 35404
205) 553-1734
ExL 1024 Steven QpWa r
riorRoofin g. net Category Roofing Subcategory
Underlayments Compliance
Method Test
Report Testing Lab PRI
Construction Materials Technologies, IA-C Quality Assurance Entity
Keystone Certifications, Inc, Quality Assurance Contract
Expiration Date 10/05/2021 Validated By Jesus
Gonzalez, P.E. Validation Checklist - Hardcopy
Received Certificate of Independence
1-1,2346 R/ CO1 PRI CM I Cert of Independence,pdf Referenced Standard and
Year (of Standard) aLandrd Y-9-0-k ASTM D226 2009 ASTM
D4869 2016 Equivalence
of Product Standards
Certified By Approved *I1E!
stlng Lab ft-2346 R7 Fqmv
MC, J017 5tandards, 17(jovalency,pcif 1 of 4/ 11`?
0 18, 7:44 AM
Flofvda Building Code Online I
littp.s:,Ilwww.floridabLlilding,org/pr/pt-_ktpp__dtl.aspx'?I)araiii =--wGHNX...
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option B
01/17/2018
01/17/2018
0:1/17/2018
04/10/2018
Summary of Products
FL # Model, Number or Name Description
2346.1 415 and #30 roofing felt. ASTM D 226 Tested
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL2346 R7 ll,,,Ins
Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, TJ C
Impact Resistant; N/A Test Reports
Design Pressure: N/A FI-2346 R7 FR- 151A test
Other; Primary roof covering should be installed I't,2346_R7 TRI 30A rett Rppor,,pof
immediately after felt. Roofing felt is not intended to be an
unprotected weathering surface.
2346.2 1 15w and 30w roofing felt
Limits of Use
Approved for use In HVHZ; No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Primary roof covering should be installed
Immediately after felt. Roofing felt Is not intended to be an
unprotected weathering surface.
ASTM D 4869 Tested
Installation Instructions
Verified By: PRI Construction Materials Technologies, I I-C
Test Reports
I:t-2346_R/__TR'—l5w Test Repoi-t,pot
Fl.21 i4(,R7,.,I'R,_:30,A, i"( Repoit,pdf
Sack ,Next'
The State offriorrda is an AAJEEO employee ftriLcMent .; Accessibility 5LaLcjbent
Under Mrida law, email addresses are public records. It you do riot want your e-mailaddress released in response to d public -records request, do (vit send electronic
mad to this entity. Instead, Contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.1395. `Pursuant to 5ealcn)
455,2 75(l), Florida Statutes, efliectre October 1, 2012, kensees licensed under Chapter 455, F 5 must provkle the Department with an emall address if they have
one. The emails provided may be used tot, orriciat conimunicatinn with the tr(ensee, However email a(l(Imsse!; are public record. If you do not wish to SUPJAY a
personal address, please provide the Department with an email address which can W made available to the pubir. 'to determine if you are a licensee under Chapter
455, F.S., please click bg-,v .
Product Approval Accepts:
T1 U FWX F] M
Credit card
Safe
2 ot'2 4/1312018, 7:44 AM
WARRIORe ROOFING MANUFACTURING
off P. O. BOX 40t$5 *TUSCALOOSA, AL35404 *PHONE (205) 553-1734 *FAX (205) 553-1755
I93 LEROY ANDERSON ROAD • MONROE, GA W5 * PHONE (T70) 207-06" * FAX (T70) 207-0775
323 DEVELOPMENT AVENUE • CHAMBERSOURG, PA 17M • PHONE (717) 709-0323 * FAX (117) 709-002T
Roofing Felt Installation Recommendations
Be aware that roofing felt should not be walked upon prior to fastening into position.
Proper safety equipment is recommended for all installations. Also, the roof decking
should be clear of debris and moisture prior to installation of the roofing felt.
Roofing felt should be installed from the bottom of the roof in horizontal layers to
increase the water shedding ability of the felt. The initial I'ayer of felt should be installed
to cover the bottom edge of the decking, from edge to edge. Overhang is not required.
Anchor the top corner of the felt after it has been property positioned and roll the felt out
across the roof Pay careful attention to roll the felt out smoothly, avoiding wrinkles as
you move across the roof. The top edge of the felt should be fastened no less than every
eight inches. The middle and bottom edge should also be fastened no less than every
eight inches. Fasteners should be applied no less than every eight inches along the eaves.
The next course of felt should also be aligned with the roof edge and should overlap the
previous course two inches (sometimes referred to as head lap). In the event you get to
the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a
four inch overlap over the end of the prior roll (sometimes referred to as end lap). The
same fastening pattern used on the middle and bottom of the initial course should be used
for each subsequent course. For the top of each subsequent course, fasten intermittently
to hold the top edge in place until the next course is applied. The fasteners in the bottom
of the next course will hold the top of the previous course securely.
Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if
it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and
secure then begin at the bottom of the other side of the ridge and repeat the process.
In valleys, lay a vertical section of roofing felt the length of the valley prior to the
installation of the horizontal runs of roofing felt. If you use more than one section of
roofing felt in a valley, be certain to start at the bottom and overlap each subsequent
length a minimum of two inches as you move up the,
shedding.
In the event some wrinkles are created while fastening down a course of felt, slice the
wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement.
Installation of the primary roof covering (ex. Shingles) is recommended immediately
after felt installation.
NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING
PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY
THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE
ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC
FASTENING REQUIREMENTS,
CITY OF 9ANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATIOND
Application No:
Documented Construction Qkv: S
q r, %AJot) Address: Historic District:
Ircel LD:
I -p e of \Vo r k. e \% Q"Addition Alteration El Repair El Denim El Change of [se
Description of \Vor:
i
k k lf - , Tel
i V10 0
Ilan Review Contact person:
Phone:
N a r 'n G,
Street
City. State Zip:
TOW:
Fax: Email: —
Property Ovvtier Information
Revident of property? :
ContackIr 15crivation
SQMCS-hi-c-r'(7i O C t \ i- i7—i Street.
I L Fa: OIL CiM
SEM Zip: L,ZQ-_,.7 State License No.: I A.
rofiitect,'Engir,eer Inforriation Street
Cit\.
m. Zip: Thawriv (
Inqaq, A
Are mz PH=
fax.
I -, -:,
i I -,-I -, i: Alartme
LLVdCV: Addrv;
v R\,
I \(; J 0 ()\\'\F R: NARM FA I Ll it F TO V ECI WAD A %()] i U (11: M! I \1 FN CF I ENT REA IT I \ Nol'i PwylsGI " 10. 1 () R I \ 1 PROMI V 7, 14 10 Y(" it i11J:
CORDI-F) A\l) IMSILD (IN Till: Mn SFIE U PROPER"
N No 1 Q OF "! MENCIMEN I WL S I BI- F
I'ME Ili F FIRS IINSPVC] ION. IF N OF: LN-F V\n 10 op I q\, FINAN ( I \G, (1) N > [ I IF "I FH N () i'F' L I ',:DLit 0i't A I I t M FV IM F"RL 11 R I I 1:\, R NO I 1- 1: IMW! MLN I i
i;t c, "I up,! j, -% "n 1 It, . K,
NOVEEnn aJdWon v the ispimmerm of to Nnnh, w"f it be adihional rustrwbons appbsphe 10 06 popeq jjq he
round in the pubb: records ofAs como, and to, nnY be adhAwal pewas roqua-ed from olw govmmina, cntwos Such as "Wenlan:!-. n-,onl (Itstricts, slaao ag.ncl-s, or f dc:rfl a;en,
cccpt.lncc ofp"0 tPPwNLoLo,Fzs 00 UnS711, CQ or "Ad "luau'
PQ vlam ofa AS ruk Q" fee " the USK Of PSIM Suhmwa: A Co a Kbw evenoM C"Twt 5 U;ulm"" to order a H"QwaCmr"aw dw"f aid " W be conQ i uJ le es',in2'.uJi Conslru,'iik): x""'ue of to iob x to cmz Of Sapik'..1 he a.tual \-flua \vitlbeAcuadbradonHiswomwWCWumon '451: in efow al the to: to PMA K 5SWA m v, ii"i 1l owm=" A;& cawalmaj CIPFUS OWN off &C munA Cm=z i a Cto "91 be am4mad to
tic: B010"y pwmK is issues. OWNER"S AFFIDAVIT: I cerHfv that
all of the foregoing information is accL11,11,te and that aII N\ork «ill he done in compliance Wth all
applicable lam rC2UIatin2 construction amc _Z9)! Von H) T "r, e (I
ALOSawy
ID FIELOWIS FOR OFFICE USE
ONLY
F-
1 El c_. -- U Nwhimm
Ej pinningf-I ci is [-] ly,f ry occuP2111CY U e: Wd Zonc.:
I wal 101 F( or Min.
Occupancy Imad: We WANT I'muh: YON I
V IPPIAM, \ 1 4 P NiV i
CONAlf \ FS t 'K L 11
F : of
Fixiur,:s Y;-- WASK
Lo M
le
Job Address:
Parcel ID:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Construction Value:
Historic District: Yes 0 No
Residential CommercialEl Type
of Work: New AdditionEl Alteration El RepairEl DemoEl Change of Use U Move LJ Description of Work: tj
U Plan Review Contact Person:
Phone: Name Street: City,
State
Zip:
Title:
Fax: (---I Email:
Property
owner Information Phone:
Resident of property? :
Contractor
information Phone: Name
Street:Fax;
City,
State
Zip:
State
License No.: If
Name: Street: City, St,
Zip:
Bonding
Company: Add ress:
Architect/Engineer
Information Phone:
Fax: E-mail:
Mortgage
Lender:
Address: - WARNING
TO OWNER:
YOUR
FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby
made
to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjUrisdiction. I
understand that a separate permit must be secured for electrical work, plumbing, signs, wells, Pools, furnaces, boilers, heaters, tanks,
and air conditioners, etc. FBC 1053 Shall he
inscribed with the date of application and the code in etTect as of that date: 51" Edition (2014) Florida Building Code Revised. June 30, 2015
11crinit Application
OF
NQIICE,: 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. 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.
si gnature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID _ Type of ID
Sig aturo of an torlAge—M Date
Print Contractor/Agent's Name
signature of Notary-Sote of r ofida Gates 7
IFF 120555
Contractor/Agent is 4(_ Personally Kn0
Produced ID Type of ID
sT P,
BELOW IS FOR OFFICE USE ONLY
Permits Required: Buildingo Electrical Mechanical n Plumbing[] Gas[] Roof F]
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Mill. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes[,] No F1
APPROVALS: ZONING:
COMMENTS:
ENGINEERING:
of Heads
UTILITIES:.
FIRE:
Flood Zone:
4 of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: YeSE] No []
WASTE WATER:
BUILDING:
Revised: June 30, 2015
Permit Application
UNIVERSAL UES Project No: 0110.1700817.0000
Workorder No: 9405960-1
ENGINEERING SCIENCES Report Date: 9/20/2018
Cow,ult'llit" 111: Geot"(11111('11 f'11(pneemig * h1vitonmeni'll S(teww'
G-I,op h ywo I 4ei wes - Col r,kl t 0. t I On I i, I Is Fest I I 1t I I w, I lo I d i n S I K'Ct I otI
3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106
In -Place Q2naijy Test Reno
Client: Park Square Homes UES Technician: Sammie Edwards
5200 Vineland Road, Suite 200 Date Tested: 09/20/2018
Orlando, FL 32811
Project: Wyndham Preserve, House Lot Testing
East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773
Area Tested: 3939 Kniqht Herron Drive (Lot #199) Type gf Test
Material: Fill Field: ASTM D-2937 Drive Cylinder Methoc
Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor
The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
Test
No. Location of Test Range
Maximum
Density
Pcf)
Dptimum
Moisture
Field Dry
Density
Pcf)
Field
Moisture
Soil
Compaction
Fill
Depth
inch)
Pass
or Fail
1 North West Corner of Pad 0-1 ft 106.8 10.6 1061 5.9 99 N/A Pas:
2 South West Corner of Pad 1-2 ft 106.8 10.6 104.5 7.1 98 N/A Pas:
3 South East Corner of Pad 1-2 ft 106.8 10.6 102.2 4.2 96 N/A Pas:
4 North East Corner of Pad 1-2 ft 106,8 10.6 103.3 33 97 N/A Pas!
5 Center of Pad 2-3 ft 106.8 10,6 108.1 7.7 101 N/A Pas:
Remarks: At time of testing, footings had not been excavated. All tests were performed on the inside of Pad Area.
r- -"'k I i-$, o --h— I nmfnr.finn f- I I" -G—f' ff— 0" 1, li, -4 " --h—, '11 —-4, — — k—;f#-,4 — 1 --4- of -I -6--f 1 —4
I -
DESCRIPTION AS FURNISHED:
I
Lot 199, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 91'
through 102 of the Public Records of Seminole County, Florida.
BOUNDARY FOR,/CERTIFIED TO: Pork Square Enterprises, LAC (a Delaware Corporation);
Winderweedle, Haines, Word & Woodman, PA; Attorneys' Title
Insurance Fund; Bank of America
LOT 201
fzl
LOT 198
Q3 10,00'
MOO'
31.52'
LOT 200
S 00*1657" E
98.85'
26.61' 26.8 1' 26.8 1' 26,8 1' LOT 199
3885
7'
FORM60ARD FOUNDATION
TOF$ TOP OF FORM
FORM AVERAGE- 23.08'
It'910-
NORMS
25 211' 25.28'
20.7'
FORM) ENDS
0
2 7.14'
10* UPC. ESA4r.
S 00*1657" E D=90'00'00"
23.85' R= 75, 00'
L=117.81'
ETJACKS AS FURNISHED C=10607'
FRONT 2
FAR 20 CB=S 45*16'57" E
SIDE 5' (40' LOT)
7.5' (60' LOT)
To' (75. LOT) NIGHT HERON DR-11
TIDE STREET = 25' (60 & 75' LOT) (50' PRIVATE RIW)
15' (40' LOT)
25' FRONT SE76ACK CAN BE REDUCED
FQ 20' ON CERTAIN LOTS. NO MORE THAN PLOT PLAN AREA CALCULATIONS
2) IN SUCCESSION AT 20- AND A MINIMUM
OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 10, 160 t SQUARE FEET
PROPOSED - FINSHED SPOT GRAVE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL * SQUARE FEET FLATWORK
TR DRAINAGE PLANS T, DRIVE 8201176- 996 1 SQUARE FEET FOUNDA rION/PAO 3.23fi 11 SQUAPF FE-ri
PROPOSED DRAINAGE FLOW /Ipx,05 WALKS 421928- 970 ± SQUARE FEET REAR PATIO I I/ t SQUARC F E 7
9 7 t SQUARE FEETAFRONTPORCHDECK
1,00 GRA0fNG TYPE A SOD 6,8751989 = 7.664 * SQUARE FEET POOL DECK 0 f SQUARE FEET
I-ROPOSED F.F. PER PLANS - 220 q -NOTE FRONT StoEmEx AND STREET LOCAWN TAKEN FROM PUNS PROVIDED BY CLIENT • NOT "Et 1) ICRO ILD
CRUSEYMEEZER --SCOTT ASSOC., INC. - LAND SURVEKORS
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-656-1436
NOTES,
t1c, pow IF C UftvAruK STATIJES
AAA
IA. —F
wa= cweas= Wm stowMff's S*.TuRE OR w sc rMi S 00 copmrs ARE No, _0
R. : 21. Kclll l vTM , mw S. m4 pRu4m P" WORMATIw w THE A" THERE -1 " O'NER RESTRICT101tS
1IM m., w 6— ac. : HIED OR &k$VAWM T AFWT M6 PROPEM.
IIANT OF CO-WMW PAN. PERMANENT E A W 4. NO ,OMMWW 11 1 DOS NAVE BEEN I TEO VN,.C$S 01w Sow.,
r ELEV M ,=
RM ;O
XTTLMFL • "LOW Sgll LIWm .4
FMI R
3. MIS S~ IS PREPARED FDA THE Wa MWITT PWE CERnFIED TO AND W`M0 W1 OC RUK0 NP 11 Clll
RI —DI' -Al 11 PCNCHMARR a OWENSONS SWW ,, THE Lor 7ON OF ANWVEMMTS HEREON S"OLW NOT 9( USED TO RfcoNMCT RWN001 ONES.
E EKVI 1 K.- 7 KAMNOSARE WSW ASSUMED OATIA( AND ON THE UW "" AS BASE BE~ (88) W.
WAI a ct. w S40", ARE BASED no ocoom wxn Nrw of 02*, UNLESS 01W NOTED. P
SCALE
MAW
W -M-1 p PMNT
M 1. K, DATE A-
M CERDFIED &
Y. PLOT
PLAN 05-21-2018 J217 Afc
IEWT. 6243- 18 FORMOOARDFOUNDATION/ElEVS. 09-0-2018 THIS
BUILD(NO\PROPCP WES'Nicr HC WITHIN TNE
ESTABLISHED 100 MW FtOODP E AS PER 'FIRk#* 10
ZONE
1XI
MAP I 12117CO0910 r (09-28-07)
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 6568.00
Job Address: 3939 Night Heron Dr WYNDHAM PRESERVE PB 81 PGS 93-102 Historic District: Yes Q No
Parcel ID: 17-20-31-502-0000-1990 LOT 199 Residential ® Commercial
Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move
Description of Work: Install new 3 5-ton HVAC system with duct work
Plan Review Contact Person: Paula Bagley Title: Permit Clerk
Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com
Property Owner Information
Name Phone: 407-52 ;3000—___-
Street: 5200 Vineland Rd #200 Resident of property? :
City, State Zip:
Contractor Information
Name One Stop Cooling & Heating, LLC Phone: 407-975-2762
Street: 7225 Sandscove Court Fax: 407 9-9307
City, State Zip: Winter Park, EL 32792 State License No.: CAC 032444
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Phone:
Fax:
E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t4 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 ofFlorida 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 (lie 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
be done in compliance with all applicable laws re
signature of0vener/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
information is accurate and that all work will
histructipri and zoning.
0
Keyin s5line
Print Contractor/Agent's Name
signature
Date
KELLY WEOSTER
Notary Public - State of Florida
Commission # FF 978034
MY Comm. Explres Apr 4, 2020
Owner/Agent is Personally Known to Me or Contractor/Agefft 0MN Produced
ID Type of ID Produced ID Type oflD BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building[] ElectricalE] Mechanical F] Plumbing[] Gas[:] Roof [] Construction
Type: Occupancy Use: Flood Zone: - Total
Sq Ft of Bldg: Min. Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: YesF] NoR It of Heads APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: YesE] NoE] WASTE
WATER: BUILDING;
Revised:
June 30, 2015 Permit Application
Revision a
Response to Comments
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # 18-2667 Submittal Date 1.7.19
Project address: 3939 Night HeronDrive (Wyndham Preserve lot 199)
Contact: Michelle Parkison
Ph: 407-529-3135 Fax:
Email: mparkison@parksquarehomes.com
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
0 Building
General description of revision:
Revised Energy Calcs - Duct Layout Only
ROUTING INFORMATION
Approvals
5e 1•22- tj
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 199 Pensacola A LHG Flex DblDr - W Builder Name:
Street: 3939 Night Heron Drive Permit Office: City of Sanford
City, State, Zip: Sanford , FL, Permit Number: • afp(o D r"7 ,
Owner: Park Square Homes Jurisdiction: 691500
Design Location: FL, Orlando County: Seminole (Florida Climate Zone
ty ,
1. New construction or existing New (From Plans) 9. Wall Types (3078.7 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1530.70 112
b. Frame - Wood, Exterior R=11.0 1296.00 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 252.00 ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types (1811.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1811.00 ft2
6. Conditioned floor area above grade (ft2) 2570 b. N/A R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A
11. Ducts
R= ft2
R ft2
7. Windows(256.6 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 514
a. U-Factor: Dbl, U=0.55 143.22 ft2
SHGC: SHGC=0.22
b. U-Factor: Dbl, U=0.58 96.00 ft2 12. Cooling systems kBtu(hr Efficiency
SHGC: SHGC=0.25
a. Central Unit 41.0 SEER:16.00
c. U-Factor: Dbl, U=0.54 17.33 ft2
SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 39.0 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 3.947 ft.
Area Weighted Average SHGC: 0.233 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (2570.0 sqft.) Insulation Area EF: 0.900
a. Slab -On -Grade Edge Insulation R=0.0 1549.00 ft2 b. Conservation features
b. Floor Over Other Space R=0.0 759.00 ft2 None
c. other (see details) R= 262.00 ft2 15. Credits Pstat
Glass/Floor Area: 0.100
Total Proposed Modified Loads: 69.70 PASS
Total Baseline Loads: 75.77
1 hereby certify that the plans and specifications covered by Review of the plans and CAE Sr
this calculation are in compliance with the Florida Energy specifications covered by this yQA = s QY,f,
Code. Digitally signed by Will Webster
Will Webster Date. 2019.01.040923:04
calculation indicates compliance
with the Florida Energy Code.
PREPARED BY:
osoo
Before construction is completedcAw
DATE: _ _ _ this building will be inspected for 0A
compliance with Section 553.908
I hereby certify that this building, as ed, is in compliance Florida Statutes.
CaDO
with the Florida Ener
OWNER/AGE ` _ BUILDING OFFICIAL: -_
DATE: ___ ' -7 61:1 DATE: a•3-
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).
Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house.
SION5/24/2018 9:49 AM EnergyGaugeO USA Section R405.4.1 Compli t f ,6 Page 1 of 5
t ;
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title: Lot 199 Pensacola A LHG Fie Bedrooms: 4 Address Type: Lot Information
Building Type: User Conditioned Area: 2570 Lot # 199
Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV
of Units: 1 Worst Case: No PlatBook:
Builder Name: Rotate Angle: 270 Street: 3939 Night Heron Drive
Permit Office: City of Sanford Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL ,
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily Temp
V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL, Orlando FL—ORLANDO—INTL—AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2570 23594.7
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 1 st Floor 1549 14405.7 Yes 2 1 1 Yes Yes Yes
2 2nd Floor 1021 9189 No 3 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Raised Floor 2nd Floor ---- ---- 126 ft2 11 0.29 0 0.71
2 Floor over Garage 2nd Floor ---- ---- 136 ft2 11 0.29 0 0.71
3 Slab -On -Grade Edge Insulatio 1 st Floor 164 It 0 1549 ft2 0.29 0 0.71
4 Floor Over Other Space 2nd Floor ---- ---- 759 ft2 0 0.29 0 0.71
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Hip Composition shingles 2025 ft2 0 ft2 Dark 0.6 N 0.6 No 0 26.6
ATTIC
V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1811 ft2 N N
5/24/2018 9:49 AM EnergyGaugeS USA Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
CEILING
Ceiling Type _ Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) 1 st Floor 30 Blown 1811 ft2 0.1 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
nr r Ta Shtalt ype- d_
Space____E3_1Calue__ area_.___R.-Value Eiactian.__Absar1arade°_.
1 N=>W Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243.0 ft2 0 0.25 0.8 0
2 N=>W Exterior Concrete Block - Int Insul 1st Floor 4.1 19 6 9 4 182.0 ft2 0 0 0.8 0
3 E=>N Exterior Frame - Woad 2nd Floor 11 45 0 9 0 405.0 ft2 0 0.25 0.8 0
4 E=>N Exterior Concrete Block- Int Insul 1st Floor 4.1 49 0 9 4 457.3 ft2 0 0 0.8 0
5 S=>E Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243.0 ft2 0 0.25 0.8 0
6 S=>E Exterior Concrete Block - Int Insul 1 st Floor 4.1 40 0 9 4 373.3 ft2 0 0 0.8 0
7 W=>S Exterior Frame - Wood 2nd Floor 11 45 0 9 0 405.0 ft2 0 0.25 0.8 0
8 W=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 55 6 9 4 518.0 ft2 0 0 0.8 0
9 SW Garage Frame - Wood 1st Floor 11 27 0 9 4 252.0 ft2 0 0.25 0.8 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1* N=>W Insulated 1st Floor None 4 3 8 24 112
2 -=>SW Wood 1st Floor None A6 2 8 6 8,,, 17.8 ft2
WINDOWS
Orientation shown is the entered orientation (=>) changed to As Built (rotated 270 degrees).
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 N=>W 1 Metal low-E Double Yes 0.55 0.22 N 6.0 ft2 1 It 0 in 1 ft 0 in None None
2 N=>W 1 Metal Low-E Double Yes 0.55 0.22 N 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None
3 N=>W 1 Metal Law-E Double Yes 0.55 0.22 N 15.0 ft2 1 It 0 in 1 It 0 in Drapes/blinds None
4 N=>W 2 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 1 ft 0 in 1 It 0 in Drapes/blinds None
5 N=>W 2 Metal Low-E Double Yes 0.54 0.25 N 9.3 ft2 10 It 0 in 1 ft 0 in None None
6 E=>N 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 It 0 in 1 It 0 in Drapes/blinds None
7 S=>E 5 Metal Low-E Double Yes 0.55 0.22 N 6.0 112 1 It 0 in 1 It 0 in Drapes/blinds None
8 S=>E 5 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 If 0 in 1 ft 0 in Drapes/blinds None
9 S=>E 6 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None
10 S=>E 6 Metal Low-E Double Yes 0.58 0.25 N 96.0 ft2 8 ft 0 in 1 ft 0 in None None
11 W=>S 8 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 ft 0 in 1 It 0 in Drapes/blinds None
12 W=>S 8 Metal Low-E Double Yes 0.54 0.25 N 8.0 112 1 ft 0 in 1 It 0 in Drapes/blinds None
5/24/2018 9:49 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
GARAGE
Floor Area Ceiling Area
426ft2 426ft2
InsulationExposedWallPerimeterAvg. Wall Height Exposed Wall EE] 78 ft 9.3 ft 1a
INFILTRATION
Scope
1 Wholehouse
Method
Proposed ACH(50)
SLA
000408
CFM 50 ELA EqLA ACH ACH 50
2752.7 151.12 284.2 .3796 7
HEATING SYSTEM
V-#
1
System Type
Electric Heat Pump/
Subtype
Split
Efficiency Capacity Block
HSPF:9 39 kBtu/hr 1
Ducts -----
sys#1
COOLING SYSTEM
1
System Type
Central Unit/
Subtype
Split
Efficiency Capacity Air Flow SHR Block
SEER: 16 41 kBtu/hr 1230 cfm 0.75 1
Ducts
sys#1
HOT WATER SYSTEM
1
System Type SubType
Electric None
Location
Garage
EF Cap_ _ Use --- SetPnt Conservation
0.9 50 gal 60.9 gal 120 deg None
SOLAR HOT-WATER SYSTEM,
FSEC
Cert # Company Name
None None
Collector Storage
System Model # Collector Model # Area Volume
ft2
FEF
DUCTS
1
Supply ----
Location R-Value Area
Attic 6 514 ft2
Return ---- Air CFM 25 CFM25
Location Area Leakage Type Handier TOT OUT ON RLF
2nd Floor 128.5 ft Prop. Leak Free 2nd Floor --- cfm 77.1 cfm 0.03 0.50
HVAC #
Heat Cool
1 1 1
5/24/2018 9:49 AM EnergyGaugeG USA Section R405.4.1 Compliant Software Page 4 of 5
FnPKA RanF_9017 INPI IT SI IMMANRY rHFCKI 1ST REPORT
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Co In j Jan Feb Mar A r Ma Jun X Jul Au Xj Se j Oct Nov Dec
HeatinJan f X Feb f X Mar E Ar f May f Jun f Jul E Au[ Sep f _ ] Oct X} Nov Dec VentingJan [
EX Feb XX]) Mar Apr May Jun Jul Aug l j Se X] Oct Xj Nov Dec Thermostat
Schedule: HERS 2006 Reference Hours Schedule
Type 1 2 3 4 5 6 7 8 9 10 11 12 Coaling (
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 MASS
Mass
Type Area Thickness- Furniture Fraction Space Default(
8 Ibs/sq.ft. 0 ft2 0 ft 0.3 1st Floor Default(
8 Ibs/s .ft. 0 ft2 0 ft 0.3 2nd Floor Name:
Test Rater Signature: Rating
Compant: Test Rater Date: 5/
24/2018 9:49 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 5 of 5
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 3939 Night Heron Drive Permit Number:
Sanford , FL ,
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 enveloT)W building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.
The sealing methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method -of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakage Windows, 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 foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/f.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
5/24/2018 9:50 AM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
oR402.4.4 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:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 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 tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air 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.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105OF (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.
Q 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.
5/24/2018 9:50 AM EnergyGaugeS USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 1001F to 140°F (38°C to 60°C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 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. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
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
5/24/2018 9:50 AM EnergyGauge(D USA - FBC 6th Edition (2017) Compliant Software 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.
0 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 501F (101C), 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).
Q R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
5/24/2018 9:50 AM EnergyGaugeS USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandator9Ohe 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.
5/24/2018 9:50 AM EnergyGauge® USA - FBC 61h Edition (2017) Compliant Software Page 5 of 5
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX" = 92
The lower the Energy Performance Index, the more efficient the home.
1, New home or, addition 1. New From Plans) 12. Ducts, location & insulation level
a) Supply ducts R 6.0
2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0
c) AHU location Attic/2nd Floor
3. No. of units (if multiple -family) 3. 1
4. Number of bedrooms 4. 4 13. Cooling system: Capacity 41.0
a) Split system SEER 16.0
5. Is this a worst case? (yes/no) 5. No b) Single package SEER
c) Ground/water source SEER/COP
6. Conditioned floor area (sq. ft.) 6. 2570 d) Room uniUPTAC EER
e) Other
7. Windows, type and area
a) U-factor: (weighted average) 7a. 0.561 b)
Solar Heat Gain Coefficient (SHGC) 7b. 0.233 14. Heating system: Capacity 39.0 c)
Area 7c. 256.6 a) Split system heat pump HSPF 9.0 b)
Single package heat pump HSPF 8.
Skylights c) Electric resistance COP a)
U-factor: (weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar
Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other
9. Floor
type, insulation level: a) Slab -
on -grade (R-value) 9a. 0.0 b) Woad,
raised (R-value) 9b. 11.0 15. Water heating system c) Concrete,
raised (R-value) 9c. a) Electric resistance EF 0.90 b) Gas
fired, natural gas EF 10. Wall
type and insulation: c) Gas fired, LPG EF A. Exterior:
d) Solar system with tank EF 1. Wood
frame (Insulation R-value) 10A1. 11.0 e) Dedicated heat pump with tank EF 2. Masonry (
Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec% B. Adjacent:
g) Other 1. Wood
frame (Insulation R-value) 10131. 11.0 2. Masonry (
Insulation R-value) 10B2. 16. HVAC
credits claimed (Performance Method) 11. Ceiling
type and insulation level a) Ceiling fans a) Under
attic 11 a. 30.0 b) Cross ventilation No b) Single
assembly 11 b. c) Whole house fan No c) Knee
walls/skylight walls 11 c. d) Multizone cooling credit d) Radiant
barrier installed 11 d. No e) Multizone heating credit f) Programmable
thermostat Yes Label required
by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify
that this home has complied with the Florida Building Code, Energy Conservation, 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 base Iled code compliant features. 4:a ;'
Builder Signature: Date: 1 ' `l ' j Address of
New Home: 3939 Night Heron Drive City/FL Zip: Sanford FL 5/24/
2018 9:50:13 AM EnergyGaugeD USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot 199 Pensacola A LHG Flex DblDr - W Builder Name:
Street: 3939 Night Heron Drive Permit Office: City of Sanford
City, State, Zip: Sanford , FL , Permit Number:
U
Owner: Park Square Homes Jurisdiction: 691500 Wx
Design Location: FL, Orlando U
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling,`soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attics aces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity
sealed. with a material having a thermal resistance of R-3
Knee walls shall be sealed. per inch minimum.
Exterior thermal envelope insulation for framed
walls shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/doorjambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation, maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned 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 tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
Aytt-.nd hphind piping and wiring.
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
5/24/2018 9:50 AM EnergyGaugeS USA FBC 6th Edition (2017) Compliant Software Page 1 of i
wrightsoft- Project Summary
Entire House
One Stop Cooling and Heating
Job: Lot 199 Pensacola A LHG
Date: 05/24/2018
By. MC
7225 Sardscove Gour,4 Sute 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCoolirg.com Licerse: CAC032444
For: Park Square Homes
3939 Night Heron Drive, Sanford, FL
Notes:
Weather:
Winter Design Conditions
Outside db 44 OF
Inside db 68 IF
Design TID 24 IF
Heating Summary
Structure 22475 Btuh
Ducts 5075 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 27550 Btuh
Infiltration
Orlando Executive AP, FL, US
Summer Design Conditions
Outside db 93 OF
Inside db 75 OF
Design TD 18 IF
Daily range L
Relative humidity 50
Moisture difference 44 grAb
Sensible Cooling Equipment Load Sizing
Structure 23542 Btuh
Ducts 5934 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data n
Rate/swin multiplier1
Equipmen1ensible load
0.98
28769 Btuh
Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage
Fireplaces 0 Structure 3615 Btuh
Ducts 1200 Btuh
Central vent (0 cfm) 0 Btuh
Heating coolingT none)
Area (ft2) 2752 275 EquipmentEq latent load 4815 Btuh
Volume (ft3) 25235 25235
AirchanZwbour 0.41 0.21 Equipment Total Load (Sen+Lat) 33583 Btuh
Equiv. A F (cfm) 172 88 Req. total capacity at 0.75 SHR 3.2 ton
Heating Equipment Summary
Make Trane
Trade TRANE
Model 4TWR6042H1
AHRI ref 7563302
Efficiency 9 HSPF
Heating input
Heating output 39000 Btuh @ 47°F
Temperature rise 26 IF
Actual air flow 1367 cfm
Air flow factor 0.050 cfm/Btuh
Static pressure 0.50 in H2O
Space thermostat
Capacity balance point = 35 OF
Backup:
Input =7kW, Output= 22645 Btuh, 100 AFUE
Cooling Equipment Summary
Make Trane
Trade TRANE
Cond 4TWR60421-11
Coil TEM6AOC42H41 ++TDR
AHRI ref 7563302
Efficiency 13.0 EER, 16 SEER
Sensible cooling 30750 Btuh
Latentcooling 10250 Btuh
Total cooling 41000 Btuh
Actual air flow 1367 cfm
Air flow factor 0.046 cfm/Btuh
Static pressure 0,50 in H2O
Load sensible heat ratio 0.86
Calculations approved byACCAto meet all requirements of Manual J 8th Ed,
rw VVff-1S1t1t-SC;0ft- 2018-May-24 09:48:25
Right-S41eS Uriversal 2018 18.0.11 RSU25029 Page 1
W'Lot 199 Pensacola A LHG Flex DblDr - W,rLp Calc = VJ8 Front Door faces: W
wrightsoft° Right-JQ WOrksheet .lob: Lot 199 Pensacola ALHIG Flex...
Entire House Date: 05r24l2018
By: MC
One Stop Cooling and Heating
7225 Sardscove Court, Suite 1, Winter Park, FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCoolirq,com License: CAC032444
1 Room name Entire House CAFE
2 Exposed well 308,0 It 32.5 ft
3 Room height 9.2 ft d 9.3 ft heaVcuol
4
5
Room dimensions
Room area 2752.0 ft2
1.0 x 1375 ft
137.5 fF
Ty Construction U-value Or HTM Area M Load Area (ft2) Load
number Btutff-+F BtutVft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross NtP/S Heat Cool Gross NrP,S Heat Cool
6 W 12(3-0sw 0.097' n 2.31 2.79 405 405 935 1129 0 0 0 0
13A-4ocs 0.143 n 3.40 2.85 516 475 1618 1356 74 74 253 212
4A5.2om 0.550 n 13.09 12.96 33 0 428 424 0 0 0 0
4B5.2fm 0.540 n 12,85 1324 8 0 103 106 0 0 0 0
11 12B-Osw, 0.097 e 2.31 2.79 243 218 504 608 0 0 0 0
4A5-2orn 0.550 e 13.09 27.00 4 0 51 105 0 0 0 0
4A5-2om 0.550 e 13,09 2T00 6 0 79 162 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 15 0 196 405 0 0 0 0
13A-4ocs 0.143 e 3.40 2.85 181 132 448 376 0 0 0 0
4A5-2om 0.550 e 13.09 27,00 16 0 214 441 0 0 0 0
465-2fm 0.540 a 12.85 14,63 9 9 120 137 0 0 0 0
11 DO 0.390 e 928 12.15 24 24 223 292 0 0 0 0
12B-0sw 0.097 s 2.31 2.79 405 390 900 1088 0 0 0 0
4A5.2om
13A-4ocs
0.550
0.143
s
s
13.09
3.40
13.10
2.85
15
456
13
456
196
1551
197
1300
0
107
0
107
0
364
0
305W
12B-09w 0.097 w 2'31 2.79 243 222 513 619 0 0 0 0
4A5-2om
4A5-2om
0.550
0.550
w
w
13.09
13.09
27.00
27.00
6
15
0
0
79
196
162
405
0
0
0
0
0
0
0
0
V+/ 13A-4ocs
4A5-2om
4A5-2omd
0.143
0.550
0.580
w
w
w
3.40
13.09
13.80
225
27.00
20.98
372
33
96
243
0
68
828
428
1325
694
883
2014
121
33
0
88
0
0
300
428
0
252
883
0
12C-0sw 0.091 2.17 1.48 251 233 505 345 0 0 0 0
D 11 D0 0.390 n 9.28 12.15 18 18 166 217 0 0 0 0
C 166-30ad 0.032 0.76 1.75 1816 1816 1383 3175 0 0 0 0
F 19A-Obs(p 0.295 2.64 1.95 125 125 330 244 0 0 0 0
F 19C-19cscp 0.049 0.40 0.30 136 136 55 41 0 0 0 0
F 22A-tpm 1.180 28.08 0.00 1555 164 4606 0 138 33 913 0
61 c) AED excursion 116161 294
Envelope loss/gain 17978 18539 2258 1946
12 a) Infiltration 4496 1703 482 182
b) Room ventilation 0 0 0 0
13 Internal gains: Oocupants@ 230 5 1150 0 0
Applianoes/other 2150 0
Subtotal (lines 6 to 13) 1 22475 23542 2740 2128
Less extemal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 22475 23542 2740 2128
15 Duct loads 1 23% 25 % 5075 5934 23 % 25 % 619 536
Total room load 27550 29476 3358 2664
Air required (cfm) 1367 1367 1 167 124
Galculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrightscat°t• 2018•May-2409:4825
At& Right-SuteSUnversal 2018 18.0.11 RSU25029 Page 1
W\Lot 199 Persacola ALHG Flex DblDr - W.rW Calc - MJ8 Front Door faces: W
IF wrightsoft, Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 199 Pensacola ALHG Flex...
Date: 05/24/2018
By: MC
7225 Sardscove Court, Suite 1, Winner Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www..OneStopCoolirg.com License: CAC032444
1 Room name DROP FAM
2 Exposed wall 0 It 13.0 It
3 Room height 9.3 it heat/cool 9.3 It heaV000l
4
5
Room dimensions
Room area
4.5 x 5.0 It
22.5 1t2
14.0 x 17,0 It
238.0 ftz
Ty Construction
number
U-value
Btuh1F`q
or HTM
BNh1E)
Area M)
or perimeter (ft)
Load
Btuh)
Area (ftz)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12B-0sw 0.097 n 2.31 2.79 0 0 0 0 0 0 0 0
13A-4ocs 0.143 n 3.40 2.85 0 0 0 0 0 0 0 0
4A5-2om 0.550 n 13.09 12.96 0 0 0 0 0 0 0 0
4135.2fm 0.540 n 12.85 13.24 0 0 0 0 0 0 0 0
11 Vh1213-0sw 0.097 e 2.31 2.79 0 0 0 0 0 0 0 0
4A5.2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 0
4A5.2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 0
4A5.2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 0
0.143 a 3.40 2.85 0 0 0 0 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 01513A-
4ocs
D
4B5.2fm
11 DO
0.540
0.390
e
e
12.85
9.28
14.63
12.15
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1213-0sw 0.097 s 2.31 2.79 0 0 0 0 0 0 0 0
4A5.2om 0.550 s 13.09 13.10 0 0 0 0 0 0 0 0
W 13A-4ocs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0
126-0sw 0.097 w 2.31 2.79 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0
13A-4ocs 0.143 w 3.40 2.85 0 0 0 0 121 25 85 71
4A5.2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0
4A5-2omd 0.580 w 13.80 20.98 0 0 0 0 95 68 1325 2014
12C-0sw 0.091 2.17 1.48 0 0 0 0 0 0 0 0
D 11 DO 0.390 n 9.28 12.15 0 0 0 0 0 0 0 0
c 16B-30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0
F 19A-Obscp 0.295 2.64 1.95 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.40 030 0 0 0 0 0 0 0 0
F 22A-tpm 1.180 28.08 0.00 23 0 0 0 238 13 365 0
61 c) AED excursion 0 1629
Envelope lossigain 0 0 1775 3714
12 a) Infiltration 0 0 193 73
b) Room ventilation 0 0 0 0
13 Internal gains: OccupantsQa 230 0 0 0 0
Applianoes<other 0 0
Subtotal (lines 6 to 13) 0 0 1968 3787
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 138 128 203 148
14 Subtotal 138 128 2171 3935
15 Dud loads 23 % 25 % 31 32 23% 25% 490 992
Total room load 170 160 2661 4927
Air required (cfm) 8 7 132 228
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
fq - wrlght oi°t^ 2018-May-2409:4825
Right-Sute®Universal 201818.0.11 RSU25029 Page
WU.ot 199 Pensacola ALHG Rex DblDr- W.np Calc= MJ8 Front Door faces: W
IT wrightsoft, Right-JQ Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 199 Pensacola AL-HG Rex...
Date: 05/24/2018
Lay: Mc
7225 Sardscove Court. Sute 1, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: www.OneStopGoolig.com License: CAC032444
1 Room name FLEX FOY
2 Exposed wall 30.0 It 6.0 ft
3 Room height 9.3 It heaV000l 9.3 It heat/ ool
4 Room dimensions 1.0 x 164.5 It 6.5 x 18.5 ft
5 Room area 164.5 ft' 120.3 Ill
Ty Construction
number
U-value
Btu4lt-fl
CN HTM
Btu
Area In
or perimeter (ft)
Load
Btuh)
Area OF)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W
VjJ
126-0sw
13A-4ocs
4A5.2om
0.097
0.143
0.550
n
n
n
2.31
3.40
13.09
2.79
2.85
12.96
0
116
0
0
116
0
0
396
0
0
332
0
0
0
0
0
0
0
0
0
0
0
0
0
L- G
11
465-2fm
12B-Osw
0.540
0.097
n
e
12.85
2.31
1324
2.79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G 4A5-2om
4A5.2om
4A5-2om
0.550
0.550
0.550
e
e
e
13.09
13.09
13.09
27.00
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
0.143
0.550
e
e
3.40
13.09
225
27.00
126
16
109
0
372
214
312
441
56
0
22
0
76
0
64
0I13A-
4ocs
D
4135-2fm
11 DO
12B-0sw
0.540
0.390
0.097
e
e
s
12.85
928
2.31
14.63
12.15
2.79
0
0
0
0
0
0
0
0
0
0
0
0
9
24
0
9
24
0
120
223
0
137
292
0Vr!
L-G 4A5.2om
13A-4ocs
0.550
0,143
s
s
13.09
3.40
13.10
2.85
0
37
0
37
0
127
0
106
0
0
0
0
0
0
0
0W
1213-0srt
4A5-2om
4A5-2om
0.097
0.550
0,550
w
w
w
2.31
13.09
13.09
2.79
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-4ocs
4A5-2om
0.143
0.550
w
w
3,40
13,09
2.85
2700
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2omd 0,580 w 13.80 20.98 0 0 0 0 0 0 0 0
12C-Osw 0.091 2.17 1.48 0 0 0 0 56 56 121 83
L---D 11 DO 0.390 n 9.28 12.15 0 0 0 0 0 0 0 0
C . 16B-30ad 0.032 0.76 1.75 164 164 125 286 0 0 0 0
F 19A-Obscp 0295 2.64 1.95 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.40 0.30 0 0 0 0 0 0 0 0
F 22A-tprrl 1,180 28.08 0.00 165 30 843 0 120 6 169 0
6 c) AED excursion 18 26
Envelope lossAgain 2075 1495 709 549
12 a) Infiltration 445 168 89 34
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants r?a 230 0 0 0 0
Appliancesrother 0 0
Subtotal (lines 6 to 13) 12520 1663 797 582
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 281 205 797 582
14 Subtotal 2801 1869 0 0
15 Duct loads 1 23 % 25% 633 471 23 % 25 % 0 0
Total room load 3170 2108 0 0
Air required (cfm) 70 108 0 0
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
tid- wrlgh>Gsott' 2018-May-2409A825
45A ""'" " `.- Right-SuteSUniversal201818.0.11 RSU25029 Page Mot
199 Pensacola ALHG Flex DbIDr -W.rup Calc= Mk18 Frond Door faces: W
ILLL - wrightsoft, Right-JQ Worksheet Job: Lot Pefuacota ALHG Rex...
Entire House
Date: U5/24/24l2018
By: MC
One Stop Cooling and Heating
7225 Sardscove Coot, Suite 1, Winter Park FL 32792 Prone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg.com License: CAC032444
1 Room name H 1 H2
2 Eased wall O ft O ft
3 Room height 9.3 It heaV000l 9.3 If heatfcool
4
5
Room dimensions
Room area
12.5 x 3.5 ft
43.8 f12
12.0 x 4.0 ft
48.0 111
Ty Conslruclion
number
U-value
Btuhrttfl
Or HTM
Btutiltq
Area (fll)
or perimeter (ft)
Load
Btuh)
Area (tt2)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12B-Osw
13A-4ocs
4A5-2om
0.097
0.143
0.550
n
n
n
2.31
3.40
13.09
2.79
2,85
12.96
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vh126-0sw11
4135-2fm 0.540
0.097
n
e
12.85
2,31
1324
2.79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
4A5.2om
4A5-2om
0.550
0.550
0.550
e
e
e
13.09
13.09
13,09
27.00
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
0.143
0.550
e
e
3.40
13.09
2.85
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0TE
13A-4ocs
4135-2fm
11 DO
12B-Osv
0.540
0.390
0.097
e
e
s
12.85
928
2.31
14.63
12.15
2.79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0Vj!
1-G 4A5-20m
13A-4ocs
0.550
0.143
s
s
13.09
3.40
13.10
2.85
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
12B-Osw
4A5-2om
4A5-2om
0.097
0.550
0,550
w
w
w
2.31
13.09
13.09
2.79
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-4ocs
4A5.2om
0.143
0.550
w
w
3.40
13.09
2.85
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2omd 0.580 w 13.80 20.98 0 0 0 0 0 0 0 0
I 12C-Osw 0.091 2.17 1.48 0 0 0 0 112 94 203 139
11 DO 0.390 n 928 12.15 0 0 0 0 18 18 166 217
C 16B-30ad 0,032 0.76 1.75 0 0 0 0 0 0 0 0
F 19A-Obscp 0295 2.64 1.95 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.40 0.30 0 0 0 0 0 0 0 0
F 22A-Iprn 1.180 28.08 0.00 44 0 0 0 48 0 0 0
6 c) AED excursion 0 15
Envelope lossrgain 0 0 369 340
12 a) Infiltration 0 0 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Oocupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 0 0 369 340
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 369 340
14 Subtotal 0 0 0 0
Duct loads 23 % 25 % 0 0 23% 25%
0Totalr15roomload0000
Air required (ctm) 0 0 0 0
Calculations approved byACCAtO meet all requirements of Manual J 8th Ed.
C -
tio- wrigFstsofC' 2018-May-2409:4825
Right-SuteOUrrversal201818.0,11 RSU25029 Page
WIot 199 Pensacola ALHG lex DbIDr - W,rga Cale= NJS Front Door faces: W
wrightsoft° Right-JO Worksheet Job: Lot Pensacola ALHG Rex...
Entire House
Date: 05/24/2a/2018
By: MC
One Stop Cooling and Heating
7225 Sarxlscove Cart, Suite 1, Winter Park FL 32792 Prone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wrw OneStopCoolirg.com License: CAC032444
1 Room name KIT LAUN
2 Exposed wall 15.5 It 10.0 It
3 Room height 9.3 If heaVcool 9.3 4 heat/cool
4 Room dimensions 1.0 x 1915 It 1.0 x 78.5 ft
5 Room area 191.5 ftz 78.5 ft2
Ty Construction
number
U-value
Btuh1t2--F)
Or HTM
Btuh )
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (W)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/F/S Heat Cool Gross NA',/S Heat Cool
6 W 1213-0sw
13A-4ocs
4A5-2om
0.097
0.143
0.550
n
n
n
2.31
3.40
13.09
2.79
2.85
12.96
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
4B5-2fm
128-0sw
0.540
0.097
n
e
12.85
2.31
1324
2.79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
4A5.2om
4A5.2om
0.550
0.550
0.550
e
e
e
13.09
13.09
13.09
27.00
27,00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
4A5.2om
0.143
0.550
e
e
3.40
13.09
2.85
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0TE
13A-4ocs
4135-21m
11 DO
1213-0sw
0.540
0.390
0.097
a
e
s
12.85
928
2.31
14.63
12.15
2.79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
01!!
L_._.G 4A5-2om
13A-40cs
0.550
0,143
s
s
13.09
3.40
13.10
2.85
0
144
0
144
0
491
0
411
0
93
0
93
0
317
0
265W
126-0sw
4A5-2om
4A5.2om
0.097
0.550
0.550
w
w
w
2.31
13.09
13.09
2.79
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
13A-4ocs
4A5-2om
4A5-2omd
0.143
0.550
0.580
w
w
w
3.40
13.09
13.80
2.85
27.00
20.98
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
j 12C-Osw 0.091 2.17 1.48 0 0 0 0 84 84 181 124
L--D 11 DO 0.390 n 928 12.15 0- 0 0 0 0 0 0 0
C 166-30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0
F
F
19A-Obscp
19C-19csgp
0295
0.049
2.64
0.40
1.95
0.30
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
F 22A-tpm 1.180 28.08 0.00 192 16 435 0 79 10 281 0
6 c) AED excursion 1-73 41
Envelope loss/gain 926 338 779 348
12 a) Infiltration 230 87 148 56
b) Room ventilation 0 0 0 0
13 Internal gains: 0c upants @ 230 0 0 0 0
Appliancesrother 1200 500
Subtotal (lines 6 to 13) 11156 1625 927 904
Less extemal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 123 113
14 Subtotal 1156 1625 1050 1018
15 Dud loads 23 % 25% 261 410 23 % 25 % 237 257
Total room load 1417 2035 1287 1274
Air required (dm) 70 94 64 59
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wright oft
Right-Sute07Urrversa12018 18.0.11 RSU25029
2018-May-2409:4825Page s
W\Lot 199 Pensacola A LHG Flex DbIDr - W.r ¢ Calc= MJ8 Front Door faces: W
9- wrightsoft, Right-JQ Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 199 Pensacola ALHG Flex...
Date: 05/24/2018
By: MC
7225 Saniscove Coin , Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolig.com License: CAG032444
1 Room name NEED WTH
2 Exposed wall 16.5 1t 6.0 It
3 Room height 9.3 It heatlwal 9.3 It heatAcool
4 Room dimensions 13.0 x 16.5 It 1.0 x 109.5 ft
5 Room area 214.5 W 109.5 tF
Ty Construdon U-value Or HTM Area 012) Load Area (ft) Load
number 13tuhfitL00 Btuh/ tz) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat cool Gross N/A/S Heat cool Gross N/P/S Heat Cool
6 W 12B-0sw 0.097 n 2.31 2.79 0 0 0 0 0 0 0 0
13A-4ocs 0.143 n 3.40 2.85 153 121 411 345 56 48 163 136
4A5-2om 0.550 n 13.09 12.96 33 0 428 424 0 0 0 0
4B5.2tm 0.540 n 12.85 1324 0 0 0 0 8 0 103 106
11 Vh126-0sw 0.097 e 2.31 2.79 0 0 0 0 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 0
4A5.2om
0.143
0.550
e
e
3.40
13.09
2.85
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0TE
13A-4ocs
4135-21m 0.540 e 12.85 14.63 0 0 0 0 0 0 0 0
11 DO 0.390 e 928 12.15 0 0 0 0 0 0 0 0
W
I-G
12B-0sw 0.097 s 2.31 2.79 0 0 0 0 0 0 0 0
4A5-2om 0.550 s 13.09 13.10 0 0 0 0 0 0 0 0
W 13A-4ocs 0.143 s 3.40 2S5 0 0 0 0 0 0 0 0
1213-0sw 0.097 w 2.31 2.79 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0
y1 13A-4ocs
4A5-2om
0.143
0.550
w
w
3.40
13.09
2.85
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L GG 4A5-2omd 0,580 w 13.80 20.98 0 0 0 0 0 0 0 0
12C-0sv
D
0.091 2.17 1.48 0 0 0 0 0 0 0 0
11 DO 0.390 n 928 12.15 0- 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.76 1.75 215 215 163 375 110 110 83 191
F 19A-0bsco 0295 2.64 1.95 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.40 0.30 0 0 0 0 0 0 0 0
F 22A-Ipm 1.180 28.08 0.00 215 17 463 0 110 6 169 0
6 c) AED excursion 73 20
Envelope loss/gain 1466 1070 517 414
12 a) Infiltration 245 93 89 34
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants@ 230 2 460 0 0
Applianceslother 0 1 0
Subtotal (lines 6 to 13) 1710 1623 606 447
Less extemal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 313 228 0 0
14 Subtotal 2023 1851 606 447
15 Duct loads 1 23 % 25 / 457 467 23 / 25 % 137 113
Total room load 2480 2318 743 560
Air required (dm) 123 107 37 26
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-May-24 09:4825
AR5kRight-SuteOUniversal2018 18.0.11 RSU25029 Page 6 W1Lot
199 Pensacola A LHG Flex DbIDr- W.W Cale - %AU8 Front Door faces: W
7F wrightsoftDate: 05124/2018 x
Right-J® Worksheet Lot Pensacola ALHG Flex... Entire
House Date:
By:
MC One
Stop Cooling and Heating 7225
Sardscove Court, Site 1, Winter Park, FL 32792 Plane: (407) 629 - 6920 Fax: (407) 629 -9307 Web: wwvvOneStopCoolirg.com License: CAG032444 1
Room name MWC MWIC 2
Exposed v%all 5.0 it 29.5 It 3
Room height 9.3 It heaV000l 9.3 ft heaV000l 4
Room dimensions 4.0 x 5.0 It 1.0 x 119.0 If 5
Room area 20.0 W 119.0 ft2 Ty
Construction U-value or HTM Area (Rq Load Area (W) Load number
BtuMtl-+) Btuh7C2) or perimeter (tt) Stuh) or perimeter (fl) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
W 128.0sw 13A-
4ocs 4A5-
2om 0.
097 0.
143 0.
550 n
n
n
2.
31 3.
40 13.
09 2.
79 2.
85 12.
96 0
47
0
0
47
0
0
158
0
0
133
0
0
70
0
0
70
0
0
237
0
0
199
0
11
4B5-
2fm 1213-
0sw 0.
540 0.
097 n
e
12.
85 2.
31 1324
2.
79 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-
2om 4A5-
2om 4A5-
2om 0,
550 0.
550 0.
550 e
e
e
13.
09 13.
09 13.
09 27.
00 27.
00 27.
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
13A-
4oes 4A5.
2om 0.
143 0.
550 e
e
3.
40 13.
09 2.
85 27.
00 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
485.
2trn 11DO
12B-
Osw 0.
540 0.
390 0.
097 e
e
s
12.
85 928
2.
31 14.
63 12,
15 2.
79 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Wt-
C 4A5-2om 13A-
4oce 0,
550 0.
143 s
s
13.
09 3.
40 13.
10 2.
85 0
0
0
0
0
0
0
0
0
74
0
74
0
253
0
212
W128-
0sw 4A5-
2om 4A5.
2om 0.
097 0.
550 0.
550 w
w
w
2.
31 13.
09 13.
09 2.
79 27.
00 27.
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
13A-
4ocs 4A5-
2om 4A5-
2omd 0,
143 0.
550 0.
580 w
w
w
3.
40 13.
09 13.
80 2.
85 27.
00 20.
93 0
0
0
0
0
0
0
0
0
0
0
0
130
0
0
130
0
0
443
0
0
371
0
0
12C-
O sw 0.091 2.17 1.48 0 0 0 0 0 0 0 0 D
11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C
16B-30ad 0.032 0.76 1.75 20 20 15 35 it 1 111 85 194 F
19A-Obscp 0295 2.64 1.95 0 0 0 0 0 0 0 0 F
19C-19cs(p 0.049 0A0 0.30 0 0 0 0 0 0 0 0 F
22A-tpm 1.180 28.08 0.00 20 5 140 0 119 30 828 0 6
c) AED excursion 8 49 Envelope
loss/gain 314 159 1847 928 12
a) Infiltration 74 28 437 166 b)
Room ventilation 0 0 0 0 13
Internal gains: Oocupants @ 230 0 0 0 0 AppliancesVother
0 0 Subtotal (
lines 6 to 13) 388 187 2284 1093 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 388 187 2284 1093 15
Duct loads 1 23 % 25%1 88 47 23 % 25% 516 276 Total
room load I 1 1 476 234 2800 1369 Air
required (c(m) 24 11 139 63 Calculations
approved byACCA to meet all requirements of Manual J 8th Ed. wriw"
fzS. t• 2018-May-24 09:48:25 AG
A Right-SiteOUrrversal201818.0.11RSU25029 Page Mot
199 Pensacola A LHG Rex DblDr - W.np Calc = MJ8 From Door faces: W
q - wrightsoft, Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 199 Pensacola A LHG Flex...
Date: 05/24/2018
By: Mc
7225 Sardscvve Coat, Sure 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg.com License: CAC032444
1 Room name PWD STRt
2 Fused wall O ft O ft
3 Room height 9.3 It heaV000l 9.3 If heaVcool
4 Room dimensions 5.5 x 5.0 If 4.0 x 5.0 It
5 Room area 27.5 ft? 20.0 iF
Ty Construction
number
U-value
Btuh/!F-+F
Or HTM
Btuh4t2)
Area (111)
or perimeter (ft)
Load
Bhah)
Area M)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat , Cool
6 W 12B-Osw 0.097 n 2.31 2.79 0 0 0 0 0 0 0 0
13A-40CS
4A5-2om
0.143
0.550
n
n
3.40
13.09
2.85
12.96
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4135.2ftn 0.540 n 12.85 1324 0 0 0 0 0 0 0 0
11 Vh1213-09w 0.097 e 2.31 2.79 0 0 0 0 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 0
4A5-2om
4A5.2om
0,550
0.550
e
e
13.09
13.09
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
0.143
0.550
e
e
3.40
13.09
2.85
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0TE
13A-4ocs
4135-21'm
11 DO
0.540
0.390
e
e
12.85
9.28
14.63
12.15
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1213-0sw 0.097 s 2.31 2.79 0 0 0 0 0 0 0 0
4A5.2om 0.550 s 13.09 13,10 0 0 0 0 0 0 0 0
W 13A-4ocs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0
12B-Osw 0.097 w 2.31 2.79 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0
4A5.2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0
VV?! 13A-4ocs
4A5-2om
0.143
0.550
w
w
3.40
13,09
2.85
27,00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0GG4A5-2omd 0.580 w 13.80 20.98 0 0 0 0 0 0 0 0
R 12C-Osw 0.091 2.17 1 A8 0 0 0 0 0 0 0 0
D 11 DO 0.390 in 928 12.15 0 0 0 0 0 0 0 0
C 1613-30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0
F 19A-Obscp 0295 2.64 1.95 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.40 0.30 0 0 0 0 0 0 0 0
F 22A-Ipm 1.180 28.08 0.00 28 0 0 0 20 0 0 0
6 c) AED excursion 01 0
Envelopeloss/gain 0 0 0 0
12 a) Infiltration 0 0 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Oooupants @ 230 0 0 0 0
Appliancesrother 0 0
Subtotal (lines 6 to 13) 0 0 0 0
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 108 99 0 0
14 Subtotal 108 99 0 0
Duct loads 1 23 % 25%1 24 25 23 % 25 % 0 0
r Total room load 132 124 0 0
Air required (dim) 7 6 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
r r^ wrigntsoft- 2018-May-24 09:4825
Right-SutebUnversat 2018 18.0.11 RSU25029 Page 8
W\Lot 199 Pensacola ALHG Flex DbIDr - W.np Calc R MJ8 Front Door faces: W
wrightsoft° Right-J® Worksheet Job: Lot 199 Pensacola ALHG Flex...
Entire House Date: 05/24/2018
One Stop Cooling and Heating
By: MG
7225 Sa dscove Court, Sute 1, Winter Park, FL 32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: wwwOrieStopCoolirg.com License: CAC032444
1 Room name
2 Exposed wall 3.5 ft 55 ft
3 Roam height 9.0 ft heat/cool 9.0 ft heal/cool
4
5
Room dimensions
Room area
5.5 x 3.5 It
19.3 ft'
5.5 x 5.5 ft
30.3 f'
Ty Construction
number
U-value
BUAIIL+°
Or HTM
Btuhrtt=)
Area M
or perimeter (ft)
Load
Btuh)
Area (ft)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 1213-0sw 0.097 n 2.31 2.79 0 0 0 0 0 0 0 0
13A-4ocs 0.143 n 3.40 2.85 0 0 0 0 0 0 0 0
4A5-2om 0.550 n 13.09 12.96 0 0 0 0 0 0 0 0
4135-2fm 0.540 n 12.85 1324 0 0 0 0 0 0 0 0
11 1213-0sw 0.097 e 2.31 2.79 0 0 0 0 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 0
4A5-2om
4A5-2om
0550
0.550
e
e
13.09
13.09
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
0. e 3.
09
0 0 0 0 0 0 0 0
4A5-2om 0.550550 e 13.09 277.0000 0 0 0 0 0 0 0 01513A-
4ocs
D
4B5-2fm
11 DO
0.540
0.390
e
e
12.85
928
14.63
12.15
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1213-0sw 0.097 s 2.31 2.79 32 32 73 88 50 50 114 138
4A5.2om 0550 s 13.09 13.10 0 0 0 0 0 0 0 0
W 13A-4ocs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0
12B-Osw 0.097 w 2.31 2.79 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 13,09 27.00 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0
13A•4ocs 0.143 w 3.40 2.85 0 0 0 0 0 0 0 0
4A5.2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0
4A5-2omd 0.580 w 13.80 20.98 0 0 0 0 0 0 0 0
f?
L-D
12C-0sw 0,091 2.17 1.48 0 0 0 0 0 0 0 0
11DO 0.390 n 928 12,15 0 0 0 0 0 0 0 0
C 1613-30ad 0.032 0.76 1.75 19 19 15 34 30 30 23 53
F 19A-Obsc p 0295 2.64 1.95 0 0 0 0 0 0 0 0
F 19G-19cscp 0.049 0.40 0.30 0 0 0 0 0 0 0 0
F 22A-ipm 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 6 10
Envelope lossrgain 87 115 137 181
12 a) Infiltration 50 19 79 30
b) Room ventilation 0 0 0 0
13 Intemal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 138 134 216 211
Less extemal load 0 0 0 0
Less transfer 0 0 0 0
Redisaibuton 138 134 216 211
14 Subtotal 0 0 0 0
15 Duct loads 23% 25% 0 0 23 % 25 % 0 0
Total room load 0 0 0 0
Air required (cfm) 0 0 0 0
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
wrIGj"t:sot"C- 201 8-May-24 09:4825
A Z5k .-
I------'--"--'.-
Right-Sutec9Universal 201818.0.11 RSU25029 Page WI
ot 199 Persaoola A LHG Rex DblDr - W.rcp Calc- MJ8 Front Door faces: W
F wrightsoft° Right-J® Worksheet
Entitle House
One Stop Cooling and Heating
Job: Lot 199 Pensacola A LHG Flex...
Date: 05/24/2018
By: MC
7225 Sandscove Court, Suite 1, Winer Park, FL 32792 Plane: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www0wStopCoolirg.com License: CAC032444
1 Room name BED2 BED3
2 Exposed wall 255 it 14.0 it
3 Room height 9.0 It heatrcool 9.0 it heat/cool
4 Room dimensions 1.0 x 190.0 It 11.5 x 14.0 it
5 Room area 190.0 It? 161.0 fF
Ty Construction U-value Or HTM Area (to Load Area (ftI} Load
number Btuft t--n Btuh ) or perimeter (it) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross NrP,5 Heat Cool Gross N/R'S Heat Cool
6 W 1213-0sw
rs13A-4o
4A5-2om
0.097
0.143
0550
n
n
n
2.31
3.40
13,09
2.79
2.85
12.96
122
0
0
122
0
0
280
0
0
339
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
4135-21m
12B-0sw
0.540
0.097
n
e
12.85
2.31
1324
2.79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
4A5-2om
4A5.2om
0.550
0550
0550
e
e
e
13,09
13.09
13.09
27.00
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-4ocs
4A5-2om
0.143
0.550
e
e
3.40
13.09
2.85
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
465-2fm
11 DO
12B-0sw
0540
0.390
0.097
e
e
s
12.85
928
2.31
14.63
12.15
2.79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
126
0
0
111
0
0
256
0
0
310
j
C 4A5-2om
13A-4ocs
0.550
0.143
s
s
13.09
3.40
13.10
2.85
0
0
0
0
0
0
0
0
15
0
13
0
196
0
197
0W
12B-Osw
4A5-2om
4A5-2om
0.097
0550
0.550
w
w
w
2.31
13.09
13.09
2.79
27.00
27.00
108
0
15
93
0
0
215
0
196
259
0
405
0
0
0
0
0
0
0
0
0
0
0
0LLLGGG
Vr1 13A-4ocs
4A5-2om
4A5-2omd
0.143
0.550
0.580
w
w
w
3.40
13.09
13.80
2.85
27.00
20.98
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0I{---CG
fj 12C-Osw 0.091 2.17 1.48 0 0 0 0 0 0 0 0
t-D 11DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0
C 1613-30ad 0.032 0.76 1.75 190 190 145 332 161 161 123 282
F 19A-Obscp 0.295 2.64 1.95 97 97 255 189 0 0 0 0
F 19C-19cscp 0.049 0.40 0.30 0 0 0 0 0 0 0 0
F 22A-tpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 1 90 45
Envelope lossrgain 1091 1614 575 743
12 a) Infiltration 366 139 201 76
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants@ 230 1 230 1 230
Appliances/other 0 0
Subtotal (lines 6 to 13) 11457 1982 776 1049
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 108 106
14 Subtotal 1457 1982 884 1154
15 Duct loads 1 23 % 25 % 329 Soo 23% 25 % 200 291
Total room load 1 1786 2482 1084 1445
Air required (cfm)
1
89 115
1
54 67
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wrightsott' 2018-May-2409:4825
ZcA Right-SuteOUriversal2018 18.0.11 RSU25029 Page 10
W1L01199 Pensacola A LHG Flex DblDr - W.rup Calc- MJ8 Frond Door faces: W
9- wrightsoft, Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 199 Pensacola A LHG Rex...
Date: 05/24/2018
By: Mc
7225 Sandscove Court, Site 1, W ir2er Park, FL 32792 Phorw (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirx3.00m License: CAC032444
1 Room name BED4 BTH2
2 Exposed wall 17.5 ft 9.0 It
3 Room height 9.0 It heat/cool 9.0 It heaVaool
4 Room dimensions 1.0 x 170.3 It 9.0 x 5.5 ft
5 Room area 170.3 ft' 495 fF
Ty Construction U-value Or HTM Area M) Load Area Or) Load
number Btuh4F-°F} Btuhtftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/RS Heat Coal
6 W 12B-Osw 0.097 n 2.31 2.79 0 0 0 0 0 0 0 0
13A-4ocs 0.143 n 3.40 2.85 0 0 0 0 0 0 0 0
4A5-2om 0.550 n 13.09 12.96 0 0 0 0 0 0 0 0
4B5-2fm 0.540 n 12.85 1324 0 0 0 0 0 0 0 0
11 Vh12B-Osw 0.097 e 2.31 2.79 131 116 267 322 0 0 0 0
4A5-2om 0550 e 13.09 27.00 0 0 0 0 0 0 0 0
4A5.2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 15 0 196 405 0 0 0 0
0.143 e 3.40 2.85 0 0 0 0 0 0 0 0
4A5-2om 0550 e 13.09 27.00 0 0 0 0 0 0 0 0TE
13A-4ocs
4B5-2fm 0.540 e 12.85 14.63 0 0 0 0 0 0 0 0
11 DO 0.390 e 9.28 12.15 0 0 0 0 0 0 0 0
W
L--G
12B-Osw 0.097 s 2.31 2.79 27 27 62 75 0 0 0 0
4A5.2om 0.550 s 13.09 13.10 0 0 0 0 0 0 0 0
W 13A-4ocs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0
128-0sw 0.097 w 2.31 2.79 0 0 0 0 81 75 173 209
4A5-2om 0.550 w 13.09 27,00 0 0 0 0 6 0 79 162
4A5-2om 0550 w 13.09 27.00 0 0 0 0 0 0 0 0
V)/
ILA
13A-4o s 0.143 w 3.40 2.85 0 0 0 0 0 0 0 0
4A5-2om
4A5-2omd
0.550
0.580
w
w
13.09
13,80
27.00
20.98
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
I-D
12C-Osw 0.091 2.17 1.48 0 0 0 0 0 0 0 0
11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0
C 166.30ad 0.032 0.76 1.75 170 170 130 298 50 50 38 87
F 19A-Obscp 0295 2.64 1.95 0 0 0 0 19 19 51 38
F 19C-19cscp 0.049 0.40 0.30 109 109 44 33 0 0 0 0
F 22A-tpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 q) AED excursion 119 45
Envelope loss(gain 699 1151 340 540
12 a) Infiltration 251 95 129 49
b) Room ventilation 0 0 0 0
13 Internal gains: Oca.rpants@a 230 1 230 0 0
ApplianoesJother 0 0
Subtotal (lines 6 to 13) 950 1477 469 589
Less extemal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 950 1477 469 589
15 Duct loads 23% 25 / 215 372 23 % 25% 106 149
Total room load 1164 1849 575 738
Air required (dm) 58 86 29 34
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
ri - 2018-May-2409:4825
A
Rig11-SiteSUnversal2018 18.0.11 RSU25029 Page ii
W1Lot 199 Pensacola A LHG Flex DbIDr - W.r p Calc m W8 Front Door faces: W
7T wrightsoft Right-JQ Worksheet fob: Lot Pensacola ALHG Flex...
Entire House Date: 05/24/2a/2018
By: MC
One Stop Cooling and Heating
7225 Sandscove Court, Sute 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: www.O-eStopCoolirg.com License: CAC032444
1 Room name BTH3 LOFT
2 Exposed wall 15.5 It 17.5 4
3 Room height 9.0 1t heaVoDol 9.0 ft heaVcool
4 Room dimensions 6.0 x 9.5 ft 1.0 x 334.8 ft
5 Room area 57.0 W 334.8 IF
Ty Construction U-value Or HTM Area M Load Area (ft) Load
number Btuh4F- 0 Btuw) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 128-0sw 0.097 n 2.31 2.79 0 0 0 0 122 122 280 339
13A-40es 0.143 n 3.40 285 0 0 0 0 0 0 0 0
4A5.2om 0.550 n 13.09 12.96 0 0 0 0 0 0 0 0
4135.2im 0.540 n 12.85 1324 0 0 0 0 0 0 0 0
Vh12B-Osw11 0.097 e 2.31 2.79 54 50 116 140 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 4 0 51 105 0 0 0 0
4A5.2om 0.550 e 13.09 27.00 0 0 0 0 0 0 0 0
4A5-2om 0.550 e 13,09 27.00 0 0 0 0 0 0 0 0
0. e 3.
09
2. 0 0 0 0 0 0 0 0
4A5-2om 0.550550 e 13.09 27.0000 0 0 0 0 0 0 0 01513A-
4ocs
485.2fm 0.540 e 12.85 14.63 0 0 0 0 0 0 0 0
D 11DO 0.390 e 9.28 12,15 0 0 0 0 0 0 0 0
126-0sw 0.097 s 2.31 2.79 86 86 197 238 36 36 83 100
4A5-2om 0.550 s 13.09 13.10 0 0 0 0 0 0 0 0
W 13A-4ocs 0.143 s 3AO 2,85 0 0 0 0 0 0 0 0
126-0sw 0.097 w 2.31 2.79 0 0 0 0 0 0 0 0
4A5.2om 0.550 w 13.09 27DO 0 0 0 0 0 0 0 0
4A5.2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0
13A-4ocs 0,143 w 3.40 2.85 0 0 0 0 0 0 0 0
4A5.2om 0.550 w 13.09 27.00 0 0 0 0 0 0 0 0
4A5-2omd 0.580 w 13.80 20.98 0 0 0 0 0 0 0 0
12C-0sw 0.091 217 1.48 0 0 0 0 0 0 0 0
D 11 DO 0,390 n 928 12.15 0-- 0 0 0 0 0 0 0
C 166-30ad 0.032 0.76 1.75 57 57 43 100 335 335 255 585
F ' 19A-Obscp 0295 2.64 1,95 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.40 0.30 27 27 11 8 0 0 0 0
F 22A-tpm 1,180 28.08 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 8 68
Envelope loss/gain 418 583 619 957
12 a) Infiltration 222 84 251 95
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants@ 230 0 0 0 0
Applianoesrother 0 450
Subtotal (lines 6 to 13) 641 668 870 1502
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 246 240
14 Subtotal 641 668 1115 1742
15 Ductloads 23% 25%1 145 168 23% 25*/.l 252 439
Total room load 785 836 1 1 1367 2181
Air required (cfm) 39 391 68 101
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
i wrigFwtsofC^ 201 8-May-24 09:48 25
xA Right-Sute®U rversa12018 18.OJ1 RSU25029 Page 12
MLot 199 Pensacola ALHG Flex DbIDr - W.rip Calc = MJ8 Front Door faces: W
rALr wrightsoft° Right-JO Worksheet Job; Lot Pensacola ALHG Flex...
Entire House
Rate; 05I24/24t2018
13y: MC
One Stop Cooling and Heating
7225 Sandscove Coot. Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444
1 Room name OTB WIC3
2 Exposed wall 24.5 ft 11.5 ft
3 Room height 9.0 It heaVcool 9.0 ft heat/cool
4 Room dimensions 6.5 x 18.0 ft 6.0 x 5.5 It
5 Room area 117.0 ft2 33.0 ft2
Ty Construction U-value Or HTM Area (Its Load Area (ft Load
number Btuh11-19 BtuhV) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Coot Gross N/'rs Heat Cool Gross N/PfS Heat Cool
6 W 12B-Osv
13A-4ocs
4A5.2om
0.097
0.143
0.550
n
n
n
2.31
3.40
13.09
2.79
2.85
12.96
162
0
0
162
0
0
374
0
0
452
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vh12B-0sw11
465-21m 0.540
0.097
n
e
12.85
2.31
1324
2.79
0
59
0
53
0
121
0
146
0
0
0
0
0
0
0
0
4A5.2om
4A5-2om
4A5-2om
0.550
0.550
0.550
e
e
e
13.09
13.09
13.09
27.00
27.00
27.00
0
6
0
0
0
0
0
79
0
0
162
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2om
0.143
0.550
e
e
3.40
13.09
2.85
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0TE
13A-4ocs
4(35.2Im
11 DO
126-0sN
0.540
0.390
0.097
e
e
s
12.85
928
Z31
14.63
12.15
2.79
0
0
0
0
0
0
0
0
0
0
0
0
0
0
50
0
0
50
0
0
114
0
0
138W
4A5-2om
13A-4ocs
0.550
0.143
s
s
13.09
3.40
13.10
2S5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
126.0sw
4A5-2om
4A5.2om
0.097
0.550
0.550
w
w
w
2.31
13.09
13.09
2.79
27.00
27.00
0
0
0
0
0
0
0
0
0
0
0
0
54
0
0
54
0
0
125
0
0
151
0
0
13A-4ocs
4A5-2om
0.143
0.550
w
w
3.40
13,09
2.85
27.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2omd 0.580 w 13.80 20.98 0 0 0 0 0 0 0 0
R 12C-Osv 0.091 2.17 1.48 0 0 0 0 0 0 0 0
D 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.76 1.75 117 117 89 205 33 33 25 58
F 19A-Obscp 0295 2.64 1.95 9 9 24 18 0 0 0 0
F 19C-19csclo 0.049 0.40 0.30 0 0 0 0 0 0 0 0
F 22A-qam 1.180 28.08 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 15 18
Envelope loss/gain 687 967 264 329
12 a) Infiltration 351 133 165 62
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants@ 230 0 0 0 0
Appliancesuother 0 0
Subtotal (lines 6to 13) 1038 1100 429 391
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1038 1100 429 391
15 Duct loads 23 % 25%1 234 277 23 % 25 % 97 99
Total room load 1272 1377 526 490
Air required (cum} 63 64 26 23
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
e(.t- wrighcsoft^ 2018-May-2409:4825
A ... Right-SUteSUniversal 2018 18.0,11 RSU25029 Page 13 W\
Lot 199 Pensacola A LHG Flex DblDr - W.np Calc= MJ8 From Door faces: W
IF wrightsofts Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 199 Pensacola AL.HG Flex...
Date: 05!24/2018
By: MG
7225 Sandscove Court, Suite 1, W imer Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg.00m License: CAC032444
1 Room name WIC4
2 Exposed wall 0 ft
3 Room height 9.0 ft heaVoaol
4
5
Room dimensions
Room area
7.0 x 5.0 ft
35.0 ft2
Ty Construction U-value Or HTM Area (ft) Load Area Load
number BUTT-fl a I or perimeter (ft) Btuh) or perimeter
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 1213-0sw 0,097 n 2.31 2.79 0 0 0 0
13A-4ocs 0.143 n 3.40 2.85 0 0 0 0
G 4A5-2om 0.550 n 13.09 12.96 0 0 0 0
4135-2fm 0.540 n 12.85 1324 0 0 0 0
11 Vh1213-0sw 0.097 e 2.31 2.79 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 0 0 0 0
4A5.2om 0.550 e 13.09 27.00 0 0 0 0
4A5-2om 0.550 e 13.09 27.00 0 0 0 0
05 e 3. 2. 0 0 0 0
4A5.2om 0.55050 e 13.0909 27.0000 0 0 0 0TE
13A-4ocs
4B5-2fm 0.540 e 12.85 14.63 0 0 0 0
71 DO 0.390 e 928 12.15 0 0 0 0
VI!
I--{
12B-0sw 0.097 s 2.31 2.79 0 0 0 0
4A5-2om
13A-4ocs
0.550
0.143
s
s
13.09
3.40
13.10
2.85
0
0
0
0
0
0
0
0W
12B-Osw 0.097 w 2.31 2.79 0 0 0 0
4A5-2om 0.550 w 13.09 27.00 0 0 0 0
4A5.2om 0,550 w 13.09 27.00 0 0 0 0
13A-4ocs 0.143 w 3.40 2,85 0 0 0 0
4A5-2om 0.550 w 13.09 27.00 0 0 0 0
4A5-2omd 0.580 w 13.80 20.98 0 0 0 0
Fj
T-D
12-C-Osw 0.091 2.17 1.48 0 0 0 0
11DO 0.390 n 928 12.15 0 0 0 0
C 1613-30ad 0.032 0.76 1.75 35 35 27 61
F 19A-Obscp 0295 2.64 1.95 0 0 0 0
F 19C-19cscp 0.049 0.40 0.30 0 0 0 0
F 22A4pm 1.180 28.08 0.00 0 0 0 0
6 C) AED excursion 3
Envelopelossgain 27 59
12 a) Infiltration 0 0
b) Room ventilation 0 0
13 Internal gains: Occupants(g) 230 0 0
Appliancesrother 0
Subtotal (lines 6 to 13) 27 59
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 27 59
15 Duct loads 23 / 25*/61 6 15
Total room load 33 73
Air required 2 3
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrigFstsoft 2018-May-24 09.4825
Af Az Right-SuteCroUiversa12018i8.0.itRSU25029 Page14
WU-ot 199 Pensacola ALHG Flex DblDr - W.rup Calc= MJ8 Front Door faces: W
Static Pressure and Friction Rate Job: L.ot199PensacolaALHG...
wrightsott', Date: 05/24/2018
Entire House ey: MG
One Stop Cooling and Heating
7225 Spndscove CoLr, Sute 1, Winter Park, FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444
For: Park Square Homes
3939 Night Heron Drive, Sanford, FL
Heating Cooling
in H2O) in H2O)
External static pressure 0.50 0.50
Pressure losses
Coil 0 0
Heatexchanger 0 0
Supply diffusers 0.03 0.03
Return grilles 0.03 0.03
Filter 0.10 0.10
Humidifier 0 0
Balancing damper 0 0
Other device 0 0
Available static pressure 0.34 0.34
Total•
Supply Return
ft) ft)
Measured length of run -out 24 0
Measured length of trunk 44 0
Equivalent length of fittings 150 0
Total length 218 0
Total effective length 218
Friction
Heating Cooling
in/100ft) in/100ft)
Supply Ducts 0.156 OK 0.156 OK
Return Ducts 0.156 OK 0.156 OK
Fitting Equivalent LengthDetails
11 A=20, 4X=35, 11 G-5,11 M=20, 11 1=1 0, 11 M=20,11 G=5, 1 A=35: TotalEL=150
Return TotalEL=O
1 * Wrghtsoft, 2018-May-2409:4827
e CCA ••
M- . Rig Ft-SuteSUrrversal201818.0,11RSU25029 Paget
W\Lot 199 Pensacola ALHG Flex DblDr - W.n.p Calc = MJ8 Front Door faces: W
wrightsoft& Duct System Summary Job: Lot 199Pensacola ALHG... Date:
05/24/2018 Entire
House Br MC One
Stop Cooling and Heating 7225
FiAn iscove Court, Sute 1. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 529 •9307 Web: www.OneStopCoolirg.00m License: CAC032444 For:
Park Square Homes 3939
Night Heron Drive, Sanford, FL External
static pressure Pressurelosses
Available
static pressure Supply /
return available pressure Lowest
friction rate Actual
air flow Total
effective length (TEL) Heating
0.
50 in H2O 0.
16 in H2O 0.
34 in H2O 0.
170 / 0.170 in H2O 0.
156 in/100ft 1367
cfm 218
Cooling
0.
50 in H2O 0.
16 in H2O 0.
34 in H2O 0.
170 / 0.170 in H2O 0.
156 in/100ft 1367
cfm Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FIR
Diam
in)
H
x W in)
Duct
Matl
Actual
Ln (
ft) Ftg.
Egv Ln (
ft) Trunk BED2
c 2482 89 115 0.211 7.0 Ox0 MFx 36.3 125.0 st6 BED3
c 1445 54 67 0.221 6.0 Ox0 MFx 28.7 125.0 st6 BEN
c 1849 58 86 0.256 6.0 Ox0 MFx 17.9 115.0 st7 BTH2
c 738 29 34 0.228 4.0 Ox 0 VIFx 29.2 120.0 St6 BTH3
h 785 39 39 0.258 4.0 Ox 0 VIFx 16.8 115.0 st7 CAFE
h 3358 167 124 0.205 7.0 Ox0 MFx 35.5 130.0 st3 DROP
h 170 8 7 0.217 4.0 Ox0 MFx 31.4 125.0 st5 FAM
c 4927 132 228 0.190 8.0 Ox0 MFx 43.5 135.0 st3 FLEX
h 3434 170 108 0.156 8.0 Ox0 VIFx 67.9 150.0 st4 KIT
c 2035 70 94 0.201 5.0 Ox 0 VIFx 34.5 135.0 st3 LAUN
h 1287 64 59 0.206 4.0 Ox 0 VIFx 40.0 125.0 st5 LOFT
c 2181 68 101 0.319 6.0 Ox 0 MR 11.5 95.0 st2 MBED
h 2480 123 107 0.167 7.0 Ox 0 VIFx 59.1 145.0 st4 MBTH
h 743 37 26 0.178 4.0 Ox 0 VIFx 46.5 145.0 st4 MWC
h 476 24 11 0.167 4.0 Ox 0 VIFx 53.1 150.0 st4 MWIC
h 2800 139 63 0.168 7.0 Ox0 VIFx 52.1 150.0 st4 OTB
c 1377 63 64 0.229 5.0 Ox 0 MFx 28.3 120.0 st7 PWD
h 132 7 6 0.192 4.0 Ox0 VIFx 37.0 140.0 sty W
IC3 h 526 26 23 0.225 4.0 Ox 0 VIFx 31.0 120.0 st6 WIC4
c 73 2 3 0.263 4.0 Ox0 VIFx 14.3 115.0 st7 WrtSO --.- :
C" Right•SUteSUrrversal201818.
0.11 RSU25029 2018•May-
May1 A Page
WV.
ot
199
Pensacola ALHG Flex DblDr- W.rip Calc = MJ8 Front Door faces: W
Supply Trunk Detail Table
Name
Trunk
Type
Htg
Cfm)
CIg
Cf1m)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
sti - PeakAVF 940 835 0.156 673 16.0 0 X 0 VinIFIx
st2 PeakAVF 426 532 0.211 677 12.0 0 X 0 VinlAx
st6 PeakAVF 197 239 0.211 541 9.0 0 X 0 VinIFIx st2
st7 PeakAVF 161 192 0.229 549 8.0 0 X 0 VinIFIx st2
st4 PeakAVF 493 316 0.156 627 12.0 0 X 0 VinIFIx st3
st3 PeakAVF 862 763 0.156 806 14.0 0 X 0 VinIFIx sti
sty PeakAVF
1
79
1
72
1
0.192
1
578
1
5.0
1
0 X 0 VinIFIx sti
I Return Branch Detail Table
Name
Grille
Size (in)
Htg
Cfm)
Clg
Cfm)
TEL
ft)
Design
FIR
Veloc
forn)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Mal Trunk
rb2 Ox 0 1367 1367 0 0 0 0 Ox 0 AFx
wrightsaft, 2018-May,24 09:4827
Right-SjteO Uriversal 2018 18.0.11 RSU25029 Page 2
ACCK W\Lot 199 Pensacola A LHG Flex DblDr - W,rLp Calc = VUB Frort Door faces: W
l
N
1ST
1 10x8 MWIC
10x8
CAFE 139dm EF1
VTR 167
dm _.__ 7 „ Sup
Riser MWC FBB1
14" 4" 12"
8x4
7„ %"
LE1 24dm 4"
EF1 VTR FAM
10x10 METH 8x4 6
10x10 -- - —
37dm KIT
10x10 9
10x6 ..--'"`
f "
221894dm
10x10
9„ 7" 1
8x4
i 64dm10x10OHSup
Riser
DV
VTW 5" MBED
4 „ _- EF1
VTW 4STR1
123dm LAUN
10x8 8x4
FOY
7dm8x4
12
x 12 10x10
EF1 =
50 CFM Fan li 12x12 10 170dm EF2 =
80 CFM Fan \ EF3 =
110 CFM Fan FLEX
EFL1 =
50 CFM Fan EFL2 =
80 CFM Fan EFL3 =
110 CFM Fan VTR =
Vent to Roof GARAGE711 VTW =
Vent to Wall DV =
Dryer Vent RV =
Range Vent Lineset
Chase Condensate
Thermostat
18/8 SRB =
Small Reduction Box LRB =
Lame Reduction Box FBB =
Feld Built Box Job#:
Lot199 PensacolaA LHG Flex DblDr-W Scale: 1 : 95 Performed
by MG for: One Stop Cooling and Heating Page
1 Park
Square Homes 7225 Sandscove Court, Suite 1 Right -Suite® Uniersal2018 3939
Night Heron Drive Winter Park, FL 32792 1&0.31 RSU21856 Sanford,
FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2019-.Jan-04 09:21:31 www.
OneStopCooling.com ..ALHG Flex DblDr- W UPDATED.rup
2ND
8x4
EF1 VTR
26V\
AC3 cr- -
F.. ZONE
DAMPER U 16"
DAMPER 1 ST FLR 12"
DAMPER 2ND FL 12"
BYPASS 8x4
39
cfm 4"
LRB
BED3
1
Ox6 67
dM 8x4
34
chn 4"
BED2
I
Ox8 Sup
7" /115CIrn 14
Co
lox 10 24x18
RA 1—,Ir
1
X10 136t 1
Ox6
12 --loicirn 9"
1 LRB
16 " -12x12
LOFT
16
x 16 ---
12" Sup Riser Access
15 " Grill
LRB 11
8 3
drn LRB
VAC4 8" -
oO 5
00— 4" 6
EF1
VTR 10X10
86 clm1 0X6 BTH3 BED4OTB
Job#:
Lot
199
PensacolaA LHG Flex DblDr-W One Stop Cooling
and Heating Scale: 1: 95
Performed by IVIC
for: Page 2 Park Square Homes
7225 Sandscove Court, Suite 1 Right -Suite& UnNersal 2018 3939 Night Heron
Drive Winter Park, FL 32792 18.0.31 RSU21856 Sanford, FL Phone: (
407) 629 - 6920 Fax: (407) 629 - 9307 2019-Jan-04 09:21:32 www.OneStopCooling.com ..
ALHG Flex DblDr - W U PDATED.rup