HomeMy WebLinkAbout3972 Night Heron Dr 18-1919; NSFHParcel ID Number: 17-20-31-502-0000-m 0
Prepared By Daphne Clark
and Park Square Homes
Return To : 5200 Vineland Road, Suite 200
Orlando, FI 32811
NOTICE OF COMAIENCEMENT.
State of Florida.
I q
County of Seminole. Permit Number
GRANT MALOYP SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
OK 9153 P9 174 (1P9s)
CLERK'S 4 2018068022
RECORDED 06/14/2013 02:26:30 PM
RECORDING FEES $10.00
RECORDED BY tsmith
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 0
Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81,
Page 933-102, of the/
public records of Seminole County, Florida.
Address : ! / (, Sanford FI 32773
2. General Description of Improvements: New Single Family Home
3. Owner Information : Name Park Square Enterprises LLC
Address 5200 Vineland Road, Suite 200, Orlando, FI 32811
Telephone (407) 529-3000
4. Fee Simple Title Holder: N.A.
5. Contractor Name and Address: Name Park Square Homes
Address 5200 Vineland Road, Suite 200, Orlando, FI 32811
Telephone (407) 529-3000
6. Surety: N.A.
7. Lender: Name Fifth Third Bank
Address 5050 Kingsley Dr. MD: 1 MOC3J 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. l3(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 : 4 Signature of Owner's Agent : A
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 Ae
Serial No. FF209108 Notary Signature:
A
P
a „pt O C' Mgt
Notate E Napsi0.
4 e
CITY Of
SXR ORD
FIRE DEPARTMENT
3
Building & Fire Prevention Division
APR ', ZO1a PERMIT APPLICATION
S-1ApplicationNo-
Q
1
Documented Construction Value: S 39,12-LAc o
Job Address:S772 4I/&//t. (Gr , Historic District: Yes NoFv4
Parcel ID: 17-20-31-5024000- Q(gE 0 . Residentiala Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: NEW SINGLE FAMILY HOME
WYNDHAM PRESERVE LOT #
Plan Review Contact Person: Daphne Clark Title:
Phone:407-257-6940 Fax: Email: Parksquare@PermitsPemnitsPermits.com
Property Owner Information
Name Park Square Enterprises LLC
Street: 5200 Vineland Rd STE 100
City, State Zip: Orlando FL 32811
Phone:
Resident of property? :
Contractor Information
Name VISHAAL S GUPTA - PARK SQUARE HOMES
Street: 5200 Vineland Rd STE 100
City, State Zip: Orlando FL 32811
Name:
Street:
City, St, Zip:
Bonding Company: N/A
Address:
Phone: 407-5293100
Fax:
State License No.: CRC1330351
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Leader: N/A
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6t1 Edition (2017) Florida Building Code
Revised: January I, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
dL:-:1- 141(ela--
Signature of Owner/Agent Date
VISHAAL S GUPTA
Print Owner/Agent's ame
y
V
Signature of otary-State of Florida Dafe
Signatur of Contractor/Agent ate
VISHAAL S GUPTA
Print Contra r/Agent's Name / //
46V 1? f
Signature of Notary -State of Florida Dat
4 D. A CIRRI(
µ' ¢
N D. A CLARIC
MY COMMISSION I FF 209108 * W OMISSION I FF 209108
EXPIRES: June 27, 2019 ,+ EXPIRES: June 27.2019
ti h 8t nded iAN 8udpel Notary SerMod 'nor no' fdcd 1Mt 8U*l N0" Seft,
Owner/Agent is YES Personally Known to Me or Contractor/Agent is YES Personally Known to Me or
Produced ID N/A Type of ID Produced ID N/A Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building[A Electrical E Mechanical fR Plumbing® Gas[] Roof
Construction Type: V 5 Occupancy Use: Flood Zone: -4 i-ff
Total Sq Ft of Bldg: ;O 12 Min. Occupancy Load: l ('IV # of Stories: I --
23
New Construction: Electric - # of Amps_ ?-,-jrp Plumbing- # of Fixtures
Fire Sprinkler Permit: Yes No ?' # of Heads
APPROVALS: ZONING: Akce6 Q UTILITIES: Fire
Alarm Permit: Yes No WASTE
WATER: ENGINEERING:
d'rL 4 SQ- la FIRE: BUILDING: sG -74-I1 COMMENTS:
Ok to construct single family home with
setbacks and impervious area shown
on plan. 3y • 0 to -^`P- Pe-
OA uM t- A , GA, Revised:
January I, 2018 Permit Application
CITY Of,... .
Building & Fire Prevention DivisionANFORD .
A? '
l1'1 . PERMIT APPLICATION
FIRE DEPARTMENT 1ApplicationNo:
Documented Construction Value: $1 02t 30
Job Address:.;— q72, &19/ 10YI Historic District: Yes NoR
Parcel ID: 17-20-31-502-0000- Q(pE 0 - ResidentialW1 Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: NEW SINGLE FAMILY HOME
WYNDHAM PRESERVE LOT #
Plan Review Contact Person: Daphne Clark
Phone: 407-257-6940 Fax:
Title:
Email: Parksquare@PermitsPermitsPermits.com
Property Owner Information
Name Park Square Enterprises LLC Phone:
Street: 5200 Vineland Rd STE 100
City, State Zip: Orlando FL 32811
Resident of property? :
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
Arch itect/Eng 1 neer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company: N/A
Address:
Fax:
E-mail:
Mortgage Lender: N/A
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured of 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.
Au-', — 141(ela---
Signature of Owner/Agent I Date
VISHAAL S GUPTA
Print Owner/Agents ame [
y
T t7
Signature of otary-State of Florida D e
Signatur of Contractor/Agent "It,
VISHAAL S GUPTA
PrF
Agent's Name
461w(f—
Signature tary-State of Florida
r o D. A DARK .
n ;!u o D A CLARK
WCOMMISSION 0 FF209108MYCOMMISSION0FF209108
EXPIRES: June 27, 2019 EXPIRES: June 27, 2019
r a 6WM UM 8udpel Notary SeMcet for na' 8auged iku Budd Notary Soft
Owner/Agent is YES Personally Known to Me or Contractor/Agent is YES Personally Known to Me or
Produced ID N/A Type of ID Produced ID N/A Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: 44 / 'Z WASTEWATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revised: January I, 2018 Permit Application
P 4
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Michelle Parkison Firm: Park Square Homes
Address: 5200 Vineland Road, Suite 200
City: Orlando State: FL Zip Code: 32811
Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com
Property Address: 3972 Night Heron Drive
Property Owner: Park Square Enterprises, LLC
Parcel identification Number: 17-20-31-502-0000-0680
Phone Number: 407-529-3000 Email:
The reason for the flood plain determination is:
E New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition 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)
OF 'ICIAL USE ONL
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:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: M floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
BP# 18-1919
Reviewed by: Michael Cash, CFM Date: April 30, 2018
0 CITY OF Application for Right -of -Way
SWORD 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:
Aerial Installation Directional Bore Jack &Bore
Underground Utilities Roadway open cut -single lane Roadway open cut —multi lane
Small Cell/Wireless Co -location n New pole
Q 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 submi
Signature: Print Name: VISHAAL S GUPTAdt
Firm/Company: VI AAL S GUPTA - PARK SQUARE HOMES Date:
Address: 5200 Vineland Rd., STE 100, Orlando FL 32811
Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPennits.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: michael.cash0sanfordfl.aov
I have read and upi jrryd thepbdve statement and by signing this application I agree)o its terms.
Signature:
Application No:
Reviewed:
Public Works
Utilities
Engineering
Inspected By:
Conditions':
Date:
Fee: Date:
Date:
Date:
Date:
Date:
SCPA Parcel View: 17-20-31-502-0000-0680 http://parceidetai I.scpafl.orgiParceiDetailinfo.aspx?PID=1720315020...
tpCIA
Property Record Card
P Parcel: 17-20-31-502-0000-0680
rrs..aaoourm acsox Property Address: 3972 NIGHT HERON OR SANFORD. FL 32773
I
Parcel Information Value Summary
Parcel
Owner
17-20-31-502-0000-0680
BRISSON INV LLC
Property Address 3972 NIGHT HERON DR SANFORD, FL 32773
Mailing 27 N SUMMERLIN AVE ORLANDO, FL 32801
Subdivision Name WYNDHAM PRESERVE
Tax District S1-SANFORD
DOR Use Code 00-VACANT RESIDENTIAL
Exemptions
Legal Description
LOT 68
WYNOHAM PRESERVE
LPB 81 PGS 93-102
Taxes
2018 Working 2017 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 51,000 14.000
Land Value Ag
Just/Market Value " 51.000 14.000
Portability Adj
Save Our Homes Adj 0 s0
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 51.000 14,000
Tax Amount without SOH: $266.00
2017 Tax Bill Amount $266.00
Tax Estimator
Save Our Homes Savings: $0.06
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 51,000 0, 51,000
Schools 51.000 s0 51.000
City Sanford 51.000 0 51.000
SJWM(Saint Johns Water Management) 51-000 0 ~ 51.000
County Bonds 51,000 0 1 51,000
Description Date Book Page Amount Qualified Vac/Imp
No Sales
omparable Sales
Land
Method Frontage Depth Units Unils Price Land Value
LOT 1 $51,000.00 $51,000
Building Information
Penn Its - — -
Permit 9 Description Agency Amount CO Date Permit Date
I of 2 3/29/2018, 8:10 PM
LIMITED POWER OF ATTORNEY
DATE:
I HEREBY NAME AND APPOINT:
Alison Perrotti. Anthony Perrotti, Janey Jahner, Allan Jahner, Gustav Botes, KarenMcAdams.
EACH AN AGENT OF: PARK SQUARE HOMES
TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO
THE BUILDING DEPARTMENT OF: C
FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT
LOT NUMBER
SUBDMSION:
ADDRESS: / cJ/
PARCEL ID : .?? 7 Alf Ot
AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY
TO THIS APPOINTMENT.
VISHAAL S GUPTA
NAME OF CONTRACTOR.)
SIGNATURE OF CONTRACTOR.)
STATE CERT. # CRC1330351
CONTRACTOR'S STATE REGISTRATION NUMBER.)
The foregoing instrument was knowl g b fore me this
DATE:
BY: VISH L SAUPTA
STATE OF FLORIDA
COUNTY OF ORANGE.
NAME: DA.Gark
My Commission # FF209108
My Commission Expires 6127119
NOTARY:
Who is personally known to me and did not lake an oath.
0.mA4R SEAL.
REQUIRED INSPECTION SEQUENCE
PARK SQUARE HOMES SFRDETACHED
Permit #
NG PERMIT
r Max Inspection Descri tion
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:
r+nYc1:%b+"• 4e{f.t ^A.c+ n: Y; ."J- .f:•: -. •1'.1
ELECTRIGALlPER1VIIT,:; ;' .ec:.':2;,:ic' _.:=;s:<'::•-r>:.
Min Max Inspection Description
10 Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
Min Max inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
N E.CHANI CA•L PERIVII t<:=. _:
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
SCPA Parcel View: 17-20-31-502-0000-0680 http://parce ldetai i.scpaf .org/Parcei Detai I In fo.aspx?P I D=1720315020... j CFA Property
Record Card i P Parcel:
17-20-31-502-0000-0680 esrrrsaoourrry aonox Property
Address: 3972 NIGHT HERON DR SANFORD, FL 32773 t_ Parcel Information
Value
Summary Parcel 17-20-
31-502-0000-0680 BRISSON INV LLC
Owner Property Address3972
NIGHT HERON OR SANFORD. FL 32773 Mailing 27 N
SUMMERLIN AVE ORLANDO. FL 32801 Subdivision Name WYNDHAM
PRESERVE Tax District S1-
SANFORD I OOR Use
Code 00-VACANT RESIDENTIAL i Exemptions Legal
Description
I
LOT 68
j WYNDHAM PRESERVE
1 PS 81
PGS 93-102 Taxes 2018 Working
2017
Certified Values Values Valuation
Method Cost/
Market CosUMarket Number of Buildings
0 0 Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market)
51.000 14,000 Land Value Ag
Just/Market Value "
51,000 14.000 Portability Adj Save
Our Homes
Adj 0 so Amendment 1 Adj
0 so P&G Adj
s0 0 Assessed Value 51.
000 14.000 Tax Amount without
SOH: $266.00 2017 Tax Bill
Amount $266.00 Tax Estimator Save
Our Homes
Savings: $0.00 Does NOT INCLUDE
Non Ad Valorem Assessments 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 so, 51.000 County Bonds 61.
000 0 51.000 Sales Description Date
Book
Page Amount Qualified Vac/Imp No Sales omparable
Sales Land
Method Frontage
Depth
Units Units Price Land Value LOT 1 $51.
000.00 $51,000 Building Information Permits
Permit p
Description
Agency Amount CO Date Pernk Date I of 2
3/29/2018, 8:10 PM
111
COUNTY OF SEMINOLE I3A -], A voIMPACTFEESTATEMENT
STATEMENT NUMBER: 18100004 DATE: May 07, 2018
BUILDING APPLICATION #: 18-10000437 30/ a
BUILDING PERMIT NUMBER: 18-10000437
UNIT ADDRESS: NIGHT HERON DRIVE 3972 17-20-31-502-0000-0680
TRAFFIC ZONE-022 JURISDICTION•
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: PARK SQUARE ENTERPRISES LLC
ADDRESS: 5200 VINELAND RD STE 100 ORLANDO FL 32811
LAND USE: WYNDHAM PRESERVE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3972 NIGHT HERON DRIVE / WYNDHAM
PRESERVE / SFR
FEE - BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00
ROADS -COLLECTORS N/A
Single Family Housing 00
FIRE RESCUE N/A
LIBRARY CO -WIDE ORD
Single Family
SCHOOLS
Housingg 54.00
CO -WIDE ORD
Family Housing 91000.00
PARKS N/A
LAW ENFORCE N/A
DRAINAGE N/A
1.000 dwl unit 705.00
1.000 dwl unit 00
00
1.000 dwl unit 54.00
1.000 dwl unit 91000.00
00
00
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN
CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
STATE COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 068 Pembroke A LHG - W Builder Name: Park Square Homes
Street: 3972 Night Heron Dr. 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 (2735.3 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block . Int Insul, Exterior R-4.1 1288.00 ft2
b. Frame - Wood, Exterior R-11.0 1242.00 (12
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 205.33 tt2
4. Number of Bedrooms 4 d. N/A R= 112
10. Ceiling Types (1493.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R-30.0 1493.00 ft2
6. Conditioned floor area above grade (112) 2380 b. N/A R= 112
Conditioned floor area below grade (ft2) 0
c. N/A R. ft2
11. Ducts R ft2
7. Windows(274.6 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 476
a. U-Factor: Dbl. U-0.55 149.05 ft2
SHGC: SHGC=0.22
b. U-Factor: Dbl, U=0.58 96.00 f12 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 29.56 f12
SHGC: SHGC-0.25 13. Heating systems kBlu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 39.0 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 4.811 ft.
Area Weighted Average SHGC: 0.234 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (2380.0 sqft.) Insulation Area
EF: 0.900
a. Slab -On -Grade Edge Insulation R=0.0 1334.00 ft29 b. Conservation features
b. Floor Over Other Space R-0.0 887.00 f12 None
c. other (see details) R= 159.00 ft2 15. Credits Pstat
Glass/Floor Area: 0.115
Total Proposed Modified Loads: 66.98 PASSTotalBaselineLoads: 71.02
1 hereby certify that the plans and specifications covered by Review of the plans and S741,
this calculation are in compliance with the Florida Energy specifications covered by this
Code. otgltatlysigned byNafael calculation indicates compliance i
Rafael
lzquierdo ttq-tetdo with the Florida Energy Code. I; Date:
201804.12085'00 3:20-01 PREPARED
BY: Before construction is completed DATE:
this building will be inspected for compliance
with Section 553.908 1
hereby certify that this building, as designed, is in compliance Florida Statutes. r with
the Florida Energy Code. / CDD W'E OWNER/
AG BUILDING OFFICIAL: DATE:
Compliance
requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified
factory -sealed in accordance with R403.3.2.1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope
leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 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. 4/
12/2018 8:51 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Pagel of 5
in
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 068 Pembroke A LHG - W
Street: 3972 Night Heron Dr.
City, Slate, Zip Sanford , FL ,
Owner: Park Square Homes
Design Location: FL, Orlando
Builder Name: Park Square Homes
Permit Office: City of Sanford
Permit Number: 11 .
Jurisdiction: 6#500 8 9 19
County:: Seminole (Florida Climate Zone 2)
SANFp O
p
R
OARTTAEa
1. New construction or existing New (From Plans) 9. Wall Types (2735.3 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R-4.1 1288.00 f12
b. Frame - Wood, Exterior R=11.0 1242.00 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 205.33 ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types (1493.0 sqft ) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1493.00 ft2
6. Conditioned floor area above grade (ft2) 2380 b. N/A R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A R= ft2
11. Ducts R ft2
7. Windows(274.6 sgfl.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 476
a. U-Factor: Dbl, U=0.55 149.05 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 29.56 f12
SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A f12 a. Electric Heat Pump 39.0 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 4.811 ft.
Area Weighted Average SHGC: 0.234 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (2380.0 sqft.) Insulation Area EF: 0.900
a. Slab -On -Grade Edge Insulation R=0.0 1334.00 ft2 b. Conservation features
b. Floor Over Other Space R=0.0 887.00 ft2 None
c. other (see details) R. 159.00 ft2 15. Credits Pstat
Glass/Floor Area: 0.115
Total Proposed Modified Loads: 66.98 PASSTotalBaselineLoads: 71.02
I hereby certify that the plans and specifications covered by
this calculation are in compliance with the Florida Energy
Code. Digitally signed by Rafael
Rafael Izquierdo Uti.ierdo
PREPARED BY:
Date: 201804.120833:20-04.00'
DATE:
I hereby certify that this building, as designed, is in compliance
with the Florida Energy Code.
OWNER/AGDATV - /Z_'
E:
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIA
DATE:
tiOiKHE SrA
O
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. .
4/12/2018 8:51 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
Z41 VA11.1 1WITIV]
PROJECT
Title: Lot 068 Pembroke A LHG - W Bedrooms: 4 Address Type: Lot Information
Building Type: User Conditioned Area: 2380 Lot # 68
Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WP
of Units: 1 Worst Case: No PlatBook:
Builder Name: Park Square Homes Rotate Angle: 0 Street: 3972 Night Heron Dr.
Permit Office: City of Sanford Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, Stale, Zip: Sanford ,
Family Type: Single-family FL.
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2380 21820.2
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 1 st Floor 1334 12406.2 Yes 1 1 1 Yes Yes Yes
2 2nd Floor 1046 9414 No 4 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 --_- __-_ 27 W 11 0.29 0 0.71
2 Floor over Garage 2nd Floor __-_ ____ 132 ft2 11 0.29 0 0.71
3 Slab -On -Grade Edge Insulatio 1 st Floor 138 ft 0 1334 ft2 0.29 0 0.71
4 Floor Over Other Space 2nd Floor -_-_ __-- 887 ft2 0 0.29 0 0.71
ROOF
Roof Gable Roof Solar SA Emitt Emilt Deck Pitch
Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Gable or Shed Composition shingles 1670 f12 374 f12 Dark 0.9 N 0.9 No 0 26.6
ATTIC
Type Ventilation Vent Ratio (1 in) Area FIBS IRCC
1 Full attic Vented 300 1493 112 N N
4/12/2018 8:51 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) 1 st Floor 30 Blown 1493 ft2 0.1 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Space
1 N Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 fie 0 0.25 0.8 0
2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 4 373.3 112 0 0 0.8 0
3 E Exterior Frame - Wood 2nd Floor 11 40 0 9 0 360.0 ft2 0 0.25 0.8 0
4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 20 0 9 4 186.7 112 0 0 0.8 0
5 S Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 f12 0 0.25 0.8 0
6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 38 0 9 4 354.7 112 0 0 0.8 0
7 W Exterior Frame - Wood 2nd Floor 11 40 0 9 0 360.0 ft2 0 0.25 0.8 0
8 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 40 0 9 4 373.3 f12 0 0 0.8 0
9 Garage Frame - Wood 1st Floor 11 22 0 9 4 205.3 ft2 0 0.25 0.8 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
FI In Ft In
1 E Insulated 1st Floor None 39 3 8 24 f12
2 Wood 1st Floor None 39 2 8 7 18.7 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 e 3 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in' 1 It 4 in Drapes/blinds None
2 e 3 Metal Low-E Double Yes 0.54 0.25 N 12.0 ft2 1 It 0 in 1 ft 4 in Drapes/blinds None
3 e 4 Metal Low-E Double Yes 0.55 0.22 N 16.3 ft2 1 It 0 in 12 It 4 in Drapes/blinds None
4 e 4 Metal Low-E Double Yes 0.54 0.25 N 9.3 02 12 It 0 in 5 It 0 in Drapes/blinds None
5 s 6 Metal Low-E Double Yes 0.54 0.25 N 4.3112 1 110 in 12 It 4 in Drapes/blinds None
6 s 6 Metal Low-E Double Yes 0.55 0.22 N 16.3 ft2 1 It in 1 It 4 in Drapes/blinds None
7 s 6 Metal Low-E Double Yes 0.58 0.25 N 48.0 ft2 12 It 4 in 1 It 4 in None None
8 w 7 Metal Low-E Double Yes 0.54 0.25 N 3.9 ft2 1 It in 1 It 4 in Drapes/blinds None
9 w 7 Metal Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None
10 w 7 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None
11 w 8 Metal Low-E Double Yes 0.55 0.22 N 65.4 ft2 1 It 0 in 1 ft 4 in Drapes/blinds None
12 W 8 Metal Low-E Double Yes 0.58 0.25 N 48 0 ft2 9 It 4 in 1 N 4 in None None
4/12/2018 8:51 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 418 h2 418 fie 64 ft 9.311 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000408 2545.7 139.75 262.83 .3665 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heal Pump/ Split HSPF:9 39 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 16 41 kBtu/hr 1230 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.9 50 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None f12
DUCTS
v #
Supply ----
Location R-Value Area
Return ---- Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT ON RLF
HVAC #
Heat Cool
1 Attic 6 476 ft2 2nd Floor 119 ft2 Prop. Leak Free 2nd Floor --- cfm 71.4 cfm 0 03 0.50 1 1 .
4/12/2018 8:51 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Coolingj Jan Feb MarA r Ma X Jun Jul Au Se Oct Nov Dec
Heatin[XJan Feb Mar IdApr May Jun Jul AuSep Oct XNov DecVentin 1] JanlX1] FebMar l Apr [ l May Jun Jul Aug Se Oct XX]] 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 4/12/
2018 8:51 AM EnergyGaugeO USA - FlaRes2017 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: 3972 Night Heron Dr. 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 (hat an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402 5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Instal latlon.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
wealherslripping 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 -filling 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 -filling 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.
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MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
Fireplaces and stoves complying with Section R402.4.2 and Section A1006 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 lest shall not be required where the duels 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 lest and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in
accordance with Section R403 5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 31/2 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 100°F to 140°F (38"C to 601C).
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 lurned 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 -healing category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers (hat
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
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.
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/wall 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
4/12/2018 8:51 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7. or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of (hat load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.80C).
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 healing systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for 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 2 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
4/12/2018 8:51 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatorg)he 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.
4/12/2018 8:51 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 94
The lower the EnergyPerformance Index, the more efficient the home.
3972 Night Heron Dr., Sanford, FL,
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (112)
7. Windows" Description
a. U-Factor: Dbl, U=0.55
SHGC: SHGC=0.22
b. U-Factor: Dbl, U=0.58
SHGC: SHGC=0.25
c. U-Factor: Dbl, U=0.54
SHGC: SHGC=0.25
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1288.00 ft2
b. Frame - Wood, Exterior R=11.0 1242.00 ft2
1 c. Frame - Wood, Adjacent R=11.0 205.33 ft2
4 d. N/A R= ft2
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=30.0 1493.00 ft2
2380 b. N/A R= ft2
Area
c. N/A R= ft2
149.05 f12
11. Ducts R ft2
a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 476
96.00 f12
12. Cooling systems kBlu/hr Efficiency
29.56 ft2 a. Central Unit 41.0 SEER:16.00
ft2
4.811 ft.
0.234
8. Floor Types Insulation Area
a. Slab -On -Grade Edge Insulation R=0.0 1334.00 ft2
b. Floor Over Other Space R=0.0 887.00 ft2
c. other (see details) R= 159.00 ft2
13. Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
kB1u/hr Efficiency
39.0 HSPF:9.00
Cap: 50 gallons
EF: 0 9
Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building -COESr,,,
Construction through the above energy saving features which will be installed (or exceeded) ..yy0 o
in this home before final inspection. Otherwise, a new EPL Display Card will be completed ,,'''% 'Pn
based on installed Code complianftres.
Builder Signature: Date: A c a
Address of New Home: ,Q / City/FL Zip:
F6-32*77,3
WE
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
4/12/2018 8:51 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 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 068 Pembroke A LHG - W Builder Name: Park Square Homes
Street: 3972 Night Heron Dr. Permit Office: City of Sanford
City, State, Zip: Sanford , FL , Permit Number:
Owner: Park Square Homes Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
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 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 with
sealed a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawispace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities
cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spa s.
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
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.
4/12/2018 8:51 AM EnergyGaugeO USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1
wrightsoft• Project Summary
Enure House
One Stop Cooling and Heating
7225 Sardsoove Cf. Sute 1. Wirier Park, FL 32792 Plane: (407) 629.6920 Fax, (407) 629 - 9307 Web. wwwOneStopCoolirg corn License: CAC032444
For: Park Square Homes
3972 Night Heron Dr., Sanford, FL
Notes:
Design Information
Weather: Orlando Executive AP, FL, US
Job: Lot 068 Pembroke A LHG - ..
Date: 09/14/2017
By: RI/MC/LM
Winter Design Conditions Summer Design Conditions
Outside db 44 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 25 OF Design TD 18 OF
Daily range L
Relative humidity 50
Moisture difference 45 grAb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 21183 Btuh Structure 21352 Btuh
Ducts 2537 Btuh Ducts 6932 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 ctm) 0 Btuh
none) none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 23719 Btuh Use manufacturers data n
Rate/swin multiplier 0.98
Infiltration Equipment sensible load 27605 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 3353 Btuh
Ducts 1297 Btuh
Central vent (0 cfm) 0 Btuh
Heating Cooling none)
Area (ft2) 2428 2428 Equipment latent load 4650 Btuh
Volume (ft3) 22255 22255
Air changes/hour 0.41 0.21
78
Equipment Total Load (Sen+Lat)
Req. 0.75 SHR
32254
3.1
Btuh
tonEquiv. AVF (cfm) 152 total 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 Sensible cooling 30750 Btuh
Heating output 39000 Btuh @ 470F Latent cooling 10250 Btuh
Temperature rise 0 OF Total cooling 41000 Btuh
Actual air flow 0 cfm Actual air flow 1367 cfm
Air flow factor 0 cfm/Btuh Air flow factor 0.048 cfm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermbstat Load sensible heat ratio 0.86
Capacity balance point = 32 OF
Backup:
Input = 7 kW, Output = 22369 Btuh,100 AFUE
Calculations approved by ACCA to meet all requirements of Manua! J 8th Ed.
C -
wrlghtsoft- 2018-Apr-1208:1335
r
y^ -- --u-• ^ Right-Sute91.1riversal2018 18.0.11 RSU16202 Page 1
A • alc and EPL TempUt 068 PembrokeA LHG - W.np Calc - MJ8 WLw laces: W
wrightsoft• Right-JO Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 068 Pembroke A LHG - W
Date: 09/14/2017
By: RI/MC/LM
7225 Sardscove Cl. Sute 1. Winter Park FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg.com License: CA0032444
1 Room name Entire House BED3
2 Evosedwail 276.0 It 26.0 A
3 Room height 92 f1 d 90 It heat/000l
4 Room dimensions 1.0 x 160.8 ft
5 Room area 2428.3 fF 1608 iF
Ty ConsYnxbon
number
U-value
BtuhW-19
Or HTM
Bahl"
Area OF)
or perimeter (it)
Load
Btuh)
Area (fF)
or perimeter (A)
Load
Btuh)
Heat Cool Goss N/P/S Heat Cool Gross NIPS Heat Cool
6 W
W
V)!
12B-Os6v
13A-flocs
12B•09w
0.097
0.143
0.097
n
n
a
2A6
363
2.46
2.83
2.91
2.83
261
372
360
261
372
318
643
1351
783
738
1083
899
122
0
113
122
0
98
299
0
240
344
0
276
11
4A5-2om
495.21m
0.550
0.540
a
a
13.97
13.71
2723
29A1
30
12
0
0
419
165
817
353
15
0
0
0
209
0
408
0I{-
G
4 J
G
13A-40 s
4AS-20m
4B5.2hn
0.143
0 550
0540
a
a
a
3.63
13.97
13.71
2.91
2723
19.52
186
16
9
136
0
6
495
228
128
397
445
182
0
0
0
0
0
0
0
0
0
0
0
0
IIDO 128.
09w 0.
390 0.
097 a
s
9.
90 2A6
1231
2.
83 24
261
24
261
238
643
295
738
0
0
0
0
0
0
0
0
W13A-
40cs 4A5-
20m 05.
20m 0.
143 0.
540 0.
550 s
s
s
3.
63 13.
71 13.
97 2.
91 14.
76 13.
45 353
4
16
285
0
13
1034
59
228
829
64
220
0
0
0
0
0
0
0
0
0
0
0
0
VVVjjjlll
4A5.
2omd 128.
09N 4A5.
2om 4A5-
20m 4A5.
2om 13A-
40cs 4A5.
2om 4A5.
2omd 0580
0.
097 0.
540 0.
550 0.
550 0.
143 0550
0.
580 s
w
w
w
w
w
w
w
14.
73 2.
46 13.
71 13.
97 13.
97 3.
63 13.
97 14.
73 1567
2.
83 29A
1 2723
2723
2.
91 2723
19.
39 48
360
4
6
15
372
65
48
48
335
0
0
0
259
0
39
707
825
53
84
209
939
913
707
752
948
115
163
408
753
1780
931
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
q
12C-0sw 0.091 231 1.52 205 186 430 282 0 0 0 0 t-
D 11 DO 0.390 n 9.90 1231 19 19 185 230 0 0 0 0 C
16B-30ad 0.032 081 1.76 1495 1495 1215 2635 161 161 131 283 F
19A•0bscp 0.295 2b1 2.00 28 28 79 56 0 0 0 0 F
19c-19sq) 0.049 0.43 031 133 133 57 41 0 0 0 0 F
22A-qxn 1.180 29.96 0.00 1334 138 4135 0 0 0 0 0 61
c) AED excursion 811 19 Erlvelope
losston 16952 16965 880 1292 12
a) Infiltration 4230 1537 392 142 b)
Room ventilation 0 0 0 0 13
Internal gains: Oocupanls@ 230 5 1150 1 230 Appliances/
other 1700 0 Subtotal (
lines 6 b 13) 21183 21352 12721 1665 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redislritwtion
0 0 0 0 14
Subtotal 21183 21352 1272 1665 15
Duct lows 1 12% 329/6 2537 6932 10% 289% 122 468 Total
room load 23719 28284 1394 2132 Air
required ((*m) 1 0 13671 1 0 103 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. i -
0}
tr wrlghtao4t' 2018-Apr-1208:1335 Right -
Su re® Universal 2018 18 0.11 RSU16202 Page 1 air
and EPL Temp\Lot 068 Pembroke A LHG - W (up Calc = Mf8 Hocw faoes: W
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 068 Pembroke A LHG - W
Date: 09/14/2017
By: RI/MC/LM
7225 Sardscove Q. Sute 1, Wirter Park FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629. 9307 Web: w vwOreStopCoolirg com License. CA0032444
1 Room name KWIC MTOI
2 EVosed well IUD 4 0 It
3 Room height 9.0 It heaVbool 9.0 It heatbool
4
5
Roomdmenaons
Room area
1.0 x 683 8
683 IF
50 x 3.5 ft
175 W
Ty Construction
number
U-value
ek"W -°1
Or HTM
Btu Fvtlh
Area OF)
or perimeter (A)
Load
BWh)
Area W)
or perimeter (fl)
Load
Bluh)
Heat Cool Gross N/P/S Heat Cool Grass NIP/5 Heat Cod
6 W 128.09w 0.097 n 2A6 2.83 0 0 0 0 0 0 0 0
W 13A-4ocs
128.09w
0.143
0.097
n
a
3.63
2A6
2.91
2.83
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
4A5.2om
4135.21m
0.550
0.540
a
a
13.97
13.71
2723
29A1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-4ocs
4A5.2om
0143
0.550
a
a
3.63
13.97
2.91
2723
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
465.2fm 0 540 a 13.71 19.52 0 0 0 0 0 0 0 0
11 DO 0390 a 9.90 1231 0 0 0 0 0 0 0 0
W 128.09w 0.097 s 2A6 283 0 0 0 0 0 0 0 0
Li13A-
40cs
4A5.2om
0.143
0 540
s
s
3.63
13.71
291
14.76
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2om 0.550 s 13.97 1345 0 0 0 0 0 0 0 0
4A5-2omd
1213-0sw
0.580
0.097
s
w
14.73
2.46
15.67
2,83
0
99
0
99
0
244
0
280
0
0
0
0
0
0
0
0
4A5.2om
4A5-2om
4A5.2om
0.540
0.5W
0 550
w
w
w
13.71
13.97
13.97
2941
2723
2723
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vjl
I--1a
13A-40cs
4A5.20m
4A5.2omd
0.143
OS50
0.580
w
w
w
363
13W
14.73
2.91
2723
1939
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0L-f
q 12C-Osw 0.091 231 152 0 0 0 0 0 0 0 0
0 11D0 0390 n 990 1231 0 0 0 0 0 0 0 0
C 168.30ad 0.032 Oaf 1.76 68 68 55 120 18 18 14 31
F 19A-Obscp 0295 281 2.00 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.43 031 0 0 0 0 0 0 0 0
F 22A-cpm 1.180 29.96 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 27 2
Ermlope lossrgain 299 373 14 29
12 a) Infiltration 166 60 0 0
b) Room ventilation 0 0 1 0 0
13 Internalgacns: O=ipants@ 230 0 0 0 0
Applcancesb ter 0 0
Subtotal (lines 6 to 13) 465 434 14 29
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 14 28 7 15
14 Subtotal 479 461 21 44
15 Duct loads 1 10°/a 289/6 46 130 100/6 286/6 2 12
Total room load I I 5251 591 1 24 56
Air required (dm) 0 29 0 3
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
t- wrrlghteul'e- 2018-Apr•12081335
GcA Rlgtt-Sute®Unversal2018180.11 RSU16202 Page
alc and EPL TempU_ot 068 Pembroke A LHG - W.np Calc - M18 House faces: W
wrightsoft• Right-J® Worksheet Job:
Entire House Date
One Stop Cooling and Heating
BY
7225 Sardscove CI. Srite 1. Winer Park, FL 32792 Phore: (407) 629.6920 Fax (407) 629 - 9307 Web: wwwOreSlopCoolirg corn License: CAC032444
Lot 068 Pembroke A LHG - W
09/14/2017
RI/MC/LM
1 Room name MTH
2 EVosed well 17.5 fi 0 (t
3 Room height 9.0 h heat/000l 90 It heaV000l
4 Roomdmensions 1.0 x 820 It 30 x 55 ft
5 Room area 82D IR 165 IF
Ty Construction U-value Or HTM Area (tF) Load Area (IF) Load
number BWMP-+) I or perimeter (11) Btuh) or perimeter (A) 8tuh)
Heat Cool Gross NrPIS Heat Cool Gross N/P/S Heat Cool
6 W 128•096v 0.097 n 2.46 2.83 0 0 0 0 0 0 0 0
W 13A-4ocs
12B-09ry
0143
0.097
n
a
3.63
2.46
2.91
2.83
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
4A5.2om
465.2Im
0.550
0.540
a
a
1397
13.71
27.23
29.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-4ocs
4A5-2om
0143
0550
a
a
3.63
13.97
2.91
27.23
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
485.21n 0.540 a 13.71 19.52 0 0 0 0 0 0 0 0
11D0 0.390 a 9.90 12.31 0 0 0 0 0 0 0 0
W 12B-09N 0.097 s 2A6 2.83 99 99 244 280 0 0 0 0
13A-40cs 0.143 s 3.63 2.91 0 0 0 0 0 0 0 0
4A5.2om 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0
4A5.2om 0550 s 13.97 13.45 0 0 0 0 0 0 0 0
4A5-2omd 0.580 s 14.73 15.67 0 0 0 0 0 0 0 0
128-O9w 0097 w 2.46 2.83 59 55 134 154 0 0 0 0
4A5-2om 0540 w 13.71 29.41 4 0 53 115 0 0 0 0
4A5.2om
4A5.2om
0550
0550
w
w
13.97
13.97
2723
2723
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
V J
V--C
13A-40rs
4A5.2orn
4A5.2omd
0.143
0.550
0.580
w
w
w
363
1397
14.73
2.91
2723
19.39
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
1-0
12C-Os6v 0.091 2.31 152 0 0 0 0 0 0 0 0
11 DO 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0
C 168.30ad 0.032 081 1.76 82 82 67 144 17 17 13 29
F 19A-Obscp 0.295 2,81 2.00 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0.43 0.31 0 0 0 0 0 0 0 0
F 22A-q3m 1.180 29.96 0.00 0 0 0 0 0 0 0 0
61 c) AED excursion 4 1-2
Errvelope loss/gain 498 698 13 27
12 a) Infiltration 264 96 0 0
b) Room ventilation 0 0 0 0
13 Internal gains'. Ooaipants@ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines6 to 13) 762 794 13 27
Less external load 0 0 0 0
Lesstransier 0 0 0 0
Redistribution 0 0 13 27
14 Subtotal 762 794 0 0
15 Duct loads 1 10% 280/ 73 223 10% 28% 0 0
Total room load 835 1017 0 0
Air required (dm) 0 49 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
I}rt- wr1-ghteoft- 2018-Apr-1208:1335
Aft"" "'-"^ Rigtt-Sute9Unversal201818.0.11 RSU16202 Page
aic and EPL Temp1ot 068 PembrokeA LHG - W rip Catc - MIB House laoes: W
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 068 Pembroke A LHG - W
Date: 09/14/2017
By. RI/MC/LM
7225 Sardscove Cl Sute 1, Winter Pan4 FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoollrgoom License: CAC032444
1 Room name BTH3 BED4
2 Elgwsedhell 10D It 26D ft
3 Room height 9,0 It healkool 90 It heatkool
4 Roomdmensons 1.0 x 585 It 1.0 x 158.8 ft
5 Room area 585 W 158,8 W
Ty Construction U-value Or HTM Area (fF) Load Area OF) Load
number BauhA +) Bl uh or perimeter (ft) BWh) or perimeter (ft) Bl uh)
Heat Cool Gross NiP/S Heat Cool Gross NAS Heat Cool
6 W 128-09w 0.097 n 2A6 2.83 0 0 0 0 122 122 299 344
W 13A•4ocs 0.143 n 3.63 2.91 0 0 0 0 0 0 0 0
v 128.09w 0.097 a 2.46 2,83 0 0 0 0 0 0 0 0
11
4A5-2om
485.21m
0.550
0.540
a
a
1397
1371
2723
29AI
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I—G
L-a
13A-flocs
4A5.2om
0.143
0.550
a
a
363
13.97
2.91
2723
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
4B5.21m 0S40 a 1371 19.52 0 0 0 0 0 0 0 0
11D0 0390 a 9.90 1231 0 0 0 0 0 0 0 0
W 12B-Osw 0.097 s 2A6 283 0 0 0 0 0 0 0 0
13A-40 s 0.143 s 363 291 0 0 0 0 0 0 0 0
4A5.2om 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0
4A5.2om 0.550 s 1397 13.45 0 0 0 0 0 0 0 0
4A5.2omd 0.580 s 14.73 15.67 0 0 0 0 0 0 0 0
12B-Osw 0.097 w 2A6 2.83 90 84 207 238 113 98 240 276
4A5-2om 0.540 w 13.71 2941 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 1397 2723 6 0 84 163 0 0 0 0
4A5.2om 0.550 w 13.97 2723 0 0 0 0 15 0 209 408
Val
I—G
13A-40rs
4A5-tom
4A5-2omd
0.143
0.550
0 580
w
w
w
3.63
1397
14.73
2.91
2723
1929
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0G
q--012C-09w 0.091 231 1.52 0 0 0 0 0 0 0 0
11 DO 03W n 9.90 1231 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0AI 1.76 59 59 48 103 159 159 129 280
F 19A•Obsg1 0.295 221 2.00 0 0 0 0 0 0 0 0
F 19C-19sop 0049 0.43 031 0 0 0 0 0 0 0 0
F 22A-cprn 1.180 29.96 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 34 69
Ermlope loss(on 338 538 878 1377
12 a) Infiltration 151 55 392 142
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 1 230
AppliancesAother 0 1 0
Subtotal (lines 6 to 13) 489 593 1270 1749
Lessextemalload 0 0 0 0
Lesstransfer 0 0 0 0
Redis9ibution 12 24 0 0
14 Subtotal 501 618 1270 1749
15 Duct loads 1 10% 28% 48 173 10% 281/6 122 491
Total room load 549 791 1392 2241
Air required ((*m) 0 38 1 0 108
Calculations approved bvACCA to meet all requirements of Manual J 8th Ed.
w IghteoTt 2018-Apr-1208:1395
A&'. Rigtt-Srite®Universal 201818011 RSU16202 Page alc and EPL
Temp1Lol068 PembrokeA LHG - W.np Calc = Mu8 House faces W
wrightsoft' Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 068 Pembroke A LHG - W
Date: 09/14/2017
By. RI/MC/LM
7225 Sardsmve Ct. SUte 1. Winer Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg corn Licerse: CAC032444
1 Room name STR2 NEED
2 EVosed wall 0 It 335 A
3 Room height 90 It heatkool 90 8 heat/000l
4
5
Room dimensions
Room area
1.0 x 755 tl
755 fF
1.0 x 2285 It
228.5 tF
Ty Conshoon U-value Or HTM Area OF) Load Area (f) Load
number BIWIL'F) Btu or perimeter (U) BWh) or perimeter (A) Btuh)
Heat Cool Gross NAS Heat Cool Gross NAS Heat Cod
6 W 12&(k w 0.097 n 2A6 2.83 0 0 0 0 18 18 44 51
W 13A-40cs 0143 n 3.63 2.91 0 0 0 0 0 0 0 0
128.09w 0.097 a 2A6 2.83 0 0 0 0 122 103 252 290
4A5-2om 0.550 a 13.97 2723 0 0 0 0 15 0 209 408
11 485.26n 0.540 a 13.71 29.41 0 0 0 0 4 0 55 118
13A-flocs 0.143 a 3.63 2.91 0 0 0 0 0 0 0 0
4A5.2om 0.550 a 13S7 2723 0 0 0 0 0 0 0 0T0.5404B5.2fm a 13.71 19.52 0 0 0 0 0 0 0 0
11 DO 0 390 a 9.90 12.31 0 0 0 0 0 0 0 0
W 128.096v 0.097 s 2A6 2.83 0 0 0 0 162 162 399 458
13A•40cs 0.143 s 3.63 2.91 0 0 0 0 0 0 0 0
4A5.2om 0 540 s 13.71 14.76 0 0 0 0 0 0 0 0
4A5-2om OS50 s 13.97 13A5 0 0 0 0 0 0 0 0
4A5.2omd O580 s 14.73 15.67 0 0 0 0 0 0 0 0
12&09+v 0.097 w 246 2.83 0 0 0 0 0 0 0 0
4A5.20m 0.540 w 13.71 29A1 0 0 0 0 0 0 0 0
4A5.2om
4A5.2om
OSM
O550
w
w
13.97
13.97
2723
2723
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl 13A-40s 0.143 w 3.63 2.91 0 0 0 0 0 0 0 0
4A5-2om
4A5.2omd
0.550
0.%0
w
w
13.97
14.73
2723
19.39
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
q 12C•osw 0.091 2.31 1.52 0 0 0 0 0 0 0 0
1-0 11D0 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0
C 168.30ad 0032 Ob1 1.76 76 76 61 133 229 229 186 403
F 19A-Obscp 0.295 2.81 2.00 0 0 0 0 0 0 0 0
F 19C-19scp 0.049 043 031 0 0 0 0 95 95 41 29
F 22A•cpm 1.180 29.96 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 8 34
Envelope loss/gain 61 125 1187 1723
12 a)' tr181tration 0 0 505 183
b) Room ventilation 0 0 0 0
13 Intemalgains: Omipantss@ 230 0 0 2 460
Applianoesbther 0 0
Subtotal (lines 6 to 13) 61 125 1692 2366
Less external load 0 0 0 0
Lessiransfer 0 0 0 0
Redistibution 61 125 9 19
14 Subtotal 0 0 1701 2385
15 Duct loads 1 109% 281/6 0 0 10'/a 289/6 1631 670
Total room load 0 0 180 3055
Air required (dm) 0 0 0 148
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrrlghtB4 - 2018-Apr-1208:1335
Aft Right-Sute®Unversal 2018 18 0 11 RSU16202 Page 5
alc and EPL Temp\Lot 068 Pembroke A LHG - W rtp Calc - MI8 Horse laoes: W
wrightsoft• Right-J® Worksheet Job:
Entire House Date:
One Stop Cooling and Heating
By.
7225 Sardscove CA. Suite 1. Winer Park FL 32792 Phone (407) 629 - 6920 Fax. (407) 629 - 9307 Web: wwwOneStopCoolirg com License: CAC032444
Lot 068 Pembroke A LHG - W
09/14/2017
RI/MC/LM
1 Room name GAME LDRY
2 Exposed wall 14.0 It 6.0 fi
3 Room height 90 8 heat/mol 93 Q heattool
4
5
Room dmensions
Room area
1.0 x 227.8 ft
2278 tF
13.0 x 6.0 tl
780 fF
Ty Cons"on U-value Or HTM Area ((F) Load Area (fF) Load
number BtirhA -q Btuh4F) or perimeter ((t) BWh) or perimeter (i) Btuh)
Heat Cool Cross N/P/S Heat Cool Gross NIPS Heat Cool
6 W 12B-09w 0.097 n 2A6 2.83 0 0 0 0 0 0 0 0
W 13A-40cs 0143 n 363 2.91 0 0 0 0 56 56 203 162
12B•09w 0.097 a 2A6 2.83 126 118 291 334 0 0 0 0
4A5.2om 0.550 a 13.97 2723 0 0 0 0 0 0 0 0
11 485.2hn 0.540 a 13.71 29AI 8 0 110 235 0 0 0 0
y! 13A•40cs 0.143 a 3.63 2.91 0 0 0 0 0 0 0 0
G 4A5-2om
485.21in
0.550
0.540
a
a
13.97
13.71
2723
1952
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 DO 0 390 a 9.90 12.31 0 0 0 0 0 0 0 0
W 12B-09w 0.097 s 2A6 2.83 0 0 0 0 0 0 0 0
13A•4ocs 0.143 s 3.63 2.91 0 0 0 0 0 0 0 0
4A5-tom 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0G
4A5-tom 0550 s 13.97 13A5 0 0 0 0 0 0 0 0
4A5.2omd 0.580 s 14.73 15.67 0 0 0 0 0 0 0 0
128.05w 0.097 w 2.46 2.83 0 0 0 0 0 0 0 0
4A5.2om 0.540 w 13.71 29A 1 0 0 0 0 0 0 0 0
4A5.2om OOM w 1397 2723 0 0 0 0 0 0 0 0
4A5-2om 0.550 w 13.97 2723 0 0 0 0 0 0 0 0
V+l 13A•4ocs
4A5.2om
4A5.2omd
0.143
Osw
0.580
w
w
w
3.63
13.97
14.73
291
27.23
1939
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'
12C-09w 0.091 231 1 S2 0 0 0 0 0 0 0 0
11D0 0.390 n 9.90 1231 0 0 0 0 0 0 0 0
C 168-30ad 0.032 OBI 1.76 228 228 185 401 0 0 0 0
F 19A•Obscp 0.295 2.81 2.00 28 28 79 56 0 0 0 0
F 19C-lgcscp 0049 0.43 031 38 38 16 12 0 0 0 0
F 22A•cpm 1.180 29.96 0.00 0 0 0 0 78 6 180 0
6 c) AED excursion 11 41
Emelope lose/gain 681 1026 382 122
12 a) Infiltration 211 77 93 34
b) Room ventilation 0 0 0 0
13 Internal gains: Ooapants@ 230 0 0 0 0
Applianoesrother 0 1 500
Subtotal (lines 6 b 13) 892 1103 476 656
Lem external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 33 67 223 172
14 Subbtal 924 1170 699 827
15 Duct loads 1 10°/a 289/6 89 329 139% 361h 92 294
Total room load 1013 1498 791 1122
Air required (dm) 0 72 0 54
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
P+A- wrlghteoTC- 2018-Apr-1208:1335
A Rigtrl-Sute®Uriversa120181&0.11 RSU16202 Page
atc and EPL Temptol068 PembrokeA LHG - W np Celc - M18 House laces: W
wrightsoft• Right-M Worksheet Job:
Entire House Date:
By:
One Stop Cooling and Heating
7225 Sardsmve G. Sdte 1, Wirter Perk, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOneStopCoolug mm License' CA0032444
Lot 068 Pembroke A LHG - W
09/14/2017
RI/MC/LM
1 Room name FLEX BED2
2 E111osW well 295 it 31.0 It
3 Room height 93 11 heatbool 93 it heaftol
4
5 Room area
13.0 x 125 It
1625 fF
13.0 x 185 fl
2405 IF
Ty Construction U-value Or HTM Area (IF) Load Area (tF) Load
number BWhAt *9 Btuh" or perimeter (A) Bah) or perimeter (II) Bluh)
Heat Cool Goss N/P/S Heat Cool Goss NAS Heat Cool
6 W 12B-096v 0.097 n 2A6 2.83 0 0 0 0 0 0 0 0
W 13A-4o43s0.1 n 3.63 2.91 116 116 422 338 0 0 0 0
yl
L-(
12B-09v 0.097 a 2.46 2,83 0 0 0 0 0 0 0 0
4A5.2om 0.550 a 13.97 2723 0 0 0 0 0 0 0 0
11 4B5.2fm 0540 a 13.71 29A1 0 0 0 0 0 0 0 0
h
13A-40s 0.143 a 3.63 2.91 121 105 380 304 0 0 0 0
4A5.2om 0 550 a 13.97 27.23 16 0 228 445 0 0 0 0
4B5.2fm 0540 a 13.71 19.52 0 0 0 0 0 0 0 0
11D0 0.390 a 9.90 12.31 0 0 0 0 0 0 0 0
W 128.09N 0.097 s 2A6 2.83 0 0 0 0 0 0 0 0
ty 13A-40s 0.143 s 3.63 2.91 37 37 135 108 172 156 565 453
4A5.2om 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0
4A5.2om 0.550 s 13.97 13A5 0 0 0 0 16 13 228 220
4A5-2omd 0580 s 14.73 15.67 0 0 0 0 0 0 0 0
vh126.0sw 0.097 w 2.46 2.83 0 0 0 0 0 0 0 0
4A5-2om 0.540 w 13.71 29.41 0 0 0 0 0 0 0 0
4A5.2om
4A5.2om
0.550
0.550
w
w
13.97
13.97
27.23
27.23
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Vy
I
13A-4os
41A5-tan
4A5-2omd
0.143
0 550
0 580
w
w
w
363
13.97
14.73
291
2723
1939
0
0
0
0
0
0
0
0
0
0
0
0
116
0
48
68
0
39
248
0
707
199
0
9312C
fj 12C-Osw 0.091 231 152 0 0 0 0 0 0 0 0
IIDO 02M n 9.90 1231 0 0 0 0 0 0 0 0 0C
16B-30ad 0.032 081 1.76 0 0 0 0 46 46 37 80 F
19A-Obscp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F
19C-190scp 0049 0.43 031 0 0 0 0 0 0 0 0 F
22A•cpm 1.180 29.96 0.00 163 30 884 0 241 31 929 0 6
c) AED excursion 7 674 Emelope
lossigain 2049 1203 2714 2557 12
a) Infiltraton 460 167 483 175 b)
Room ventlation 0 0 0 0 13
Internal gains: Om ipanis@ 230 0 0 1 230 Appliancesrothar
1 0 0 Subtotal (
lines 6 to 13) 2509 1370 3197 2962 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
316 243 130 100 14
Subtotal 2825 1613 3327 3062 15
Dud loads 1 131/6 361/6 371 574 139/6 361% 437 1090 Total
room load I I 1 3196 2187 3764 4152 Air
required (dm) 0 106 1 0 201 Calculations
approved byACCA to meet all requirements of Manual J 8th Ed. tii-
wrrlghtr9oft 2018-Apr-1208:1335 Af6K
Right-Sute®Universal 2018180.11 RSU16202 Pagel alc
and EPL Temp4.01068 PembrokeA LHO - W np Calc - IAM House faces: W
wrightsoft• Right-J® Worksheet Job: .
Entire House Date'
One Stop Cooling and Heating
By:
7225 Sardsmve CI Sure 1, Wlrler Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629. 9307 Web: wwwOneStopCoolirg corn Licerse: CA0032444
Lot 068 Pembroke A LHG - W
09/1412017 RI/MC/LM
1 Room name
BTH2 CAFE 2 EVosed well
6.0 ff 215 It 3 Room height
93 It heat/cool 93 It heatl000l 4 5 Room
dimensions
Room
area 9.
5 x
60 It 57.0 tF
13.0 x
85 It . 1105 IF Ty
Conarumon U-%
dlue of HTM Area (IF) Load Area (Ili Load number abiwIn B
I or perimeter (f) Bwh) or perimeter (A) Bluh) Heat Cool Gross
N/P/S Heat Cool Gross NIPS Heat Cod 6 W 1213-
0sw 0.097 n 2A6 2.83 0 0 0 0 0 0 0 0 W 13A•40cs
0.143 n 3.63 2.91 0 0 0 0 79 79 287 230 128.09w 0097
a 2.46 2.83 0 0 0 0 0 0 0 0 4A5-20m 0.
550 a 13.97 2723 0 0 0 0 0 0 0 0 11 485-21m
O.540 a 13.71 29.41 0 0 0 0 0 0 0 0 t3A-4os 4A5-
2om 0.
143 0.
550 a
a 363
13.
97
2.
91 2723
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N
485-
21n0.540 a 1371 19.52 0 0 0 0 0 0 0 0 IIDO 0290 a
9.90 12.31 0 0 0 0 0 0 0 0 W 12&09w 0.
097 s 2A6 2.83 0 0 0 0 0 0 0 0 13A-40s 4A5•2om
0.143
0.540
s s
3.63
1371
2.
91 14.
76
56 4
51 0
187
59
ISO
64
0
0
0
0
0
0
0
0
G
4A5.
2om
0.550
s 1397 13A5 0 0 0 0 0 0 0 0 4A5.2omd 0.580
s 1473 1567 0 0 0 0 0 0 0 0 12B-09w 0097 w
2.46 2.83 0 0 0 0 0 0 0 0 4A5.2om 0.540
w 13.71 29AI 0 0 0 0 0 0 0 0 05.2om 0550 w
13.97 2723 0 0 0 0 0 0 0 0 4A5.2om 0.550
w 13.97 2723 0 0 0 0 0 0 0 0 V+l 13A-4os
4AS-2om 4A5.2omd
0.143
0550 0.
580 w
w
w 3.
63
1397
14.
73 291
2723
1939 0
0
0
0
0
0
0
0
0
0
0
0
121
33
0
88
0
0
320
456
0
257
890
0
I----
2
R
12C-09N 0.
091 231 1,52 88 88 204 134 0 0 0 0 I-D 11D0 0390
n 9.90 12.31 0 0 0 0 0 0 0 0 C 168.30ad 0.
032 081 1.76 0 0 0 0 III 111 90 195 F 19A•Obsoa 0295
2.81 2.00 0 0 0 0 0 0 0 0 F 19C•19scp 0.
049 0.43 031 0 0 0 0 0 0 0 0 F 22A-cpm 1.
180 29.96 0.00 57 6 ISO 0 111 22 644 0 61 c) AED excursion
1 14 1 1 266 Envelope loss/gain 630
333 1798 1838 12 a) Infiltration 93
34 335 122 b) Room ventilation 0
0 0 0 13 Internal gains: Oocupanls@
230 0 0 0 0 Appliancesbltw 0 0 Subtotal (
lines6 b 13)
1724 367 12133 19% Less external load 0
0 0 0 Lessaansfer 0 0 0
0 Redistribution 223 172 0
0 14 Subtotal 947 539
2133 1959 15 Duct loads 1
13% 36% 124 192 13% 366/6 280 697 Total room load I
1071 731 2413 2657 Air required (dm) I
1 0 35 1 1
01 128
Calculations approved by ACCA
to meet all requirements of Manual J 8th Ed. r*- wrrlghtnof't 2018-
Apr-1208:1335 Agh•Sule® Uriversal 201818.
0.11 RSU16202 Page alc and EPL Temp\
Lot 068 Pembroke LHG • W np Calc - Ml8 Horse laces: W
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 068 Pembroke A LHG - W
Date: 09/14/2017
By: RI/MC/LM
7225 Sardscove Ct. Sute 1, Wirler Park, A. 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web, wwwOreStopCootirg.com License* CAC032444
1 Room name FAMILY Krr
2 Elposed well 24.0 It 13.0 ft
3 Room height 93 ft heat/000l 93 ft heaV000l
4
5
Room dimensions
Room area
1.0 x 270.8 It
270.8 fF
13.0 x 13.0 It
169.0 IF
Ty Construction U-value Or HTM Area (fF) Load Area (IF) Load
number BL"Ir-n 801 or perimeter (ft) Bwh) or perimeter (ft) Bwh)
Heat Cool Gross N/P/S Heat Cool Cross N/P/S Heat Cool
6 W
W
128-096v
13A•4ocs
12B-Osw
0.097
0.143
0.097
n
n
a
2A6
3.63
2.46
283
291
2.83
0
0
0
0
0
0
0
0
0
0
0
0
0
121
0
0
121
0
0
439
0
0
352
0
11
4A5.2om
485.21n
0.550
0.540
a
a
1397
1371
2723
29AI
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-40cs
4A5-20m
485.2hn
0.143
0.550
0.540
e
a
a
363
1397
13.71
2.91
2723
19.52
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
FL-_pG 11Do
12B-09w
0390
0.097
a
s
990
2A6
1231
2.83
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
13A-40cs
4A5.2om
4A5.2om
0.143
0.540
0.550
s
s
s
3.63
13.71
13.97
2.91
14.76
QA5
88
0
0
40
0
0
147
0
0
117
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
IL----GG 4A5-2omd
128-Osw
4A5.2om
4A5.20m
4A5.2om
13A-4ofs
4A5-2om
4A5.2omd
12C•0sw
0.580
0.097
0.540
0.550
0.550
0.143
0.550
0.580
0.091
s
w
w
w
w
w
w
w
14.73
2.46
13.71
13.97
13.97
363
1397
14.73
231
15.67
2.83
29.41
2723
2723
2.91
2723
19.39
1.52
48
0
0
0
0
135
33
0
0
48
0
0
0
0
102
0
0
0
707
0
0
0
0
371
456
0
0
752
0
0
0
0
297
890
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4! L:2r-C
R
D IIDO 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C
1613-30ad 0.032 OBI 1.76 187 187 152 329 59 59 48 103 F
19A-Obscp 0.295 2SI 2.00 0 0 0 0 0 0 0 0 F
19C•19cscp 0.049 043 021 0 0 0 0 0 0 0 0 F
22A•g3n 1.180 29.96 0.00 271 24 719 0 169 13 390 0 6
c) AED excursion 72 101 Envelope
loss(gain 25U 2459 876 354 12
a) Infiltrabon 374 136 203 74 b)
Room ventilation 0 0 0 0 13
Internal gains. Occupants @ 230 0 0 0 0 Appliancesiother
1 0 1 1200 Subtotal (
lines 6 to 13) 2926 2594 1079 1628 Less
extemalload 0 0 0 0 Less
trarder 0 0 0 0 Redislnbubon
223 172 93 72 14
Subtotal 3149 2766 1172 1699 15
Duct loads 1 13% 369% 413 984 13% 369% 154 605 Total
room load I 3562 3750 1325 2304 Air
required (dm) I 1 0 181 1 0 111 Calculabons
approved byACCA to meet all requirements of Manual J 8th Ed. ri/-
wrlghtmc re- 2018-Apr-1208:1335 Rigtl-
Sute®Uriversal201818.0.11 RSU16202 Page alc
ant EPL Temp\Lot 068 Pembroke LHG - W.rnp Catc - RE House faces: W
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 068 Pembroke A LHG - W
Date: 09/14/2017
By: RI/MC/LM
7225 Sardscove G. Sute 1 • Witter Park FL 32792 Phone: (407) 629.6920 Fax, (407) 629 - 9307 Web' wwwOreStopCoolirg com License: CAC032444
1 Room name STR 1 FOYER
2 Exposed well o n 7.0 n
3 Room height 93 IfheaVcool 93 n heavaool
4
5
Room dimensions
Room area,
8A x 11.0 If
88.0 fF
10 x 1580 It
158.0 (F
Ty Construction U-value Or HTM Area (IF) Load Area OF) Load
number Bti1w+) Bojh" or perimeter (n) BWh) or perimeter (n) Bath)
Heat Cool Gross N/P/S Heat Cool Gross PUPS Heat Cool
6 W
W
12121-09w
13A•4ocs
12B-09w
0.097
0143
0.097
n
n
a
2A6
3.63
2A6
2.83
2.91
2.83
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1 i
4A5.2om
485-2hn
0.550
0.540
a
a
13.97
13.71
2723
29.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-40cs
4A5.2om
485-2an
0.143
0.5W
0.540
a
a
a
3.63
13.97
13.71
2.91
27.23
19.52
0
0
0
0
0
0
0
0
0
0
0
0
65
0
9
32
0
6
115
0
128
92
0
182
11DO
1213•09w
0390
0.097
a
s
9.90
2A6
1231
2.83
0
0
0
0
0
0
0
0
24
0
24
0
238
0
295
0W
13A-40cs
4A5.2om
4AS-20(n
0.143
0.540
0.550
s
s
s
363
1371
13.97
2.91
14.76
13.45
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
II_--GG
Vjl
4A5.2omd 0.580
0.
540
s
w
14.73
2.
71
15.67 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2omA5-2ow
4A5.20m
4AS-20(n
13A•40cs
41A5-2om
4A5-2omd
12C-09N
0.540
0550
0.550
0.143
0-M
05w
0.091
w
w
w
w
w
w
13.71
13.97
13.97
363
13.97
14.73
2.31
29.419A1
2723
2723
2.91
2723
19,39
1.52
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
116
0
0
0
0
0
0
98
0
0
0
0
0
0
225
0
0
0
0
0
0
148
IIF--G--
GG
R
L-D 11D0 02W n 9.90 12.31 0 0 0 0 19 19 185 230
C 168.30ad 0.032 0.81 176 0 0 0 0 0 0 0 0
F 19A-0bstp 0295 2111 2.00 0 0 0 0 0 0 0 0
F 19C•19tscp 0.049 0.43 031 0 0 0 0 0 0 0 0
F 22A-qxn 1.180 29.96 0.00 88 0 0 0 158 7 210 0
6 c) AED excursion 0 58
Envelope loss/gain 0 0 1101 890
12 a) Infiltration 0 0 109 40
b) Room ventilation 0 0 0 0
13 Intemalgains: Occupants@ 230 0 0 0 0
Applianoesb1her 0 1 0
Subtotal (lines 6 to 13) 0 0 1210 930
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 1210 930
14 Subtotal 0 0 0 0
15 Dud loads 131/6 36% 0 0 139% 36% 0 0
Total room load 0 0 0 0
Air required (dm) 0 0 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
i
ire.- wrrlghtaoft- 2018-Apr-1208:1395
Right-Shce®Uriversal201818011 RSU16202 Pepe 10 atc and EPL
TemplLot 068 Pembroke A LHG - W.rnp Calc a MM Horse faces: W
Duct System Summary
Job: Lot 068 Pembroke ALHG -...
WrIQht50ft' Y rY Date: 09/14/2017
Entire House By: RI/MC/LM
One Stop Cooling and Heating
7225 Sardscove C1 Suts 1, Wirter Park FL 32792 Phore. (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg.com license: CAC032444
Project• •
For: Park Square Homes
3972 Night Heron Dr., Sanford, FL
External static pressure
Pressure losses
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
0.222 in/100ft
0 cfm
153
Supply Branch Detail Table
Cooling
0.50 in H2O
0.16 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.222 in/100ft
1367 cfm
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Mal
Actual
Ln (it)
Ftg.Egv
Ln (it) Trunk
BED2 c 4152 0 201 0.222 8.0 Ox 0 VIFx 46.4 107.0 st2
BED3 c 2132 0 103 0.293 6.0 Ox 0 VIFx 21.0 95.0 st1
BEN c 2241 0 108 0.281 6.0 Ox 0 VIFx 21.0 100.0 SO
BTH2 c 731 0 35 0.237 4.0 Ox 0 VIFx 36.4 107.0 st2
BTH3 c 791 0 38 0.284 4.0 Ox 0 VIFx 19.8 100.0 st1
CAFE c 2657 0 128 0.249 6.0 Ox 0 MR 29.8 107.0 st2
FAMILY c 3750 0 181 0.248 8.0 Ox 0 VIFx 29.9 107.0 st2
FLEX c 2187 0 106 0.282 6.0 Ox 0 VIFx 13.4 107.0 st2
GAME c 1498 0 72 0.327 5.0 Ox 0 MR 8.9 95.0 st1
KfT c 2304 0 111 0.274 6.0 Ox 0 VIFx 22.3 102.0 st2
LDRY c 1122 0 54 0.284 4.0 Ox 0 VIFx 12.9 107.0 st2
MBED c 3055 0 148 0.288 7.0 Ox 0 VIFx 18.1 100.0 st1
MBTH c 1017 0 49 0.283 4.0 Ox 0 VIFx 20.3 100.0 st1
Mrol c 56 0 3 0.293 4.0 Ox 0 VIFx 16.1 100.0 SO
MWIC c 591 0 29 0.307 4.0 Ox 0 VIFx 15.8 95.0 st1
Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FIR fpm) in) in) Material Trunk
SO Peak AVF 0 550 0.281 700 12.0 0 x 0 VinlFlx
st2 PeakAVF 0 817 0.222 764 14.0 0 x 0 VinlFlx
1 *
wrightsoft- 2018-Apr-1208:1396
AM.
W.• «, .w Righi-Suta®Uriversal201818.0.11RSU16202 Pagel
atc anJ EPL TeffoNLot 068 Pembroke A LHG - W np Calc = M18 Horse laces. W
Return Branch Detail Table
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Mad Trunk
rb3 Ox 0 0 1367 0 0 0 0 Ox 0 MFx
wrightsoft- 2018•Apr•1208.1336
k- • . , .. Righl•SULOUriversa12018 18 0.11 ASU16202 Page 2
19Malc and EPL Temptol068 Pembroke LHG • W.np Calc . fvt18 Fbtse faces W
Static Pressure and Friction Rate Job: Lot 068 Pembroke ALHG -...
Wf IQht50 Date: 09/14/2017
Entire House ey: RI/MC/LM
One Stop Cooling and Heating
7225 Sardsoove Ct. Sute 1, Winer Park, FL 32792 Phors: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwworeStopCoolirg oom Licerse• CAC032444
Project• •
For: Park Square Homes
3972 Night Heron Dr., Sanford, FL
AvailablePressure
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 38 0
Measured length of trunk 9 0
Equivalent length of fittings 107 0
Total length 153 0
Total effective length 153
It
Heating Cooling
in/100ft) in/100ft)
Supply Ducts 0.222 > 0.18 0.222 > 0.18
Return Ducts 0.222 > 0.18 0.222 > 0.18
Supply 4X=35, 11 M=20,11 H=7,11 G--5,11 G=5,1 A--35: TOtalEL=107
Return TotalEL=0
wrightsoft- 2018-Apr-12 08.1336
W •..w.. ..., .., Right-Sute8Udversa1201818011 RSU16202 Page 1 alc and EPL Templot
068 PembrokeA LFIG - W W Calc = MA Howe faces: W
Level 1
8 IOX6 CAFE
128 cfm
I
41)
I ie7 i
FAMILY Iq>
T90 \111
4 \
I
1016
10x10 t 111 fm 6 Iic7
181 cfm I
v
KIT
BE02 4b,
19J
201 cfm
8XA LORY OV ViW
cfm 1
I I 10 x 1 9u STR1 I r « __ j
db
by r ISup Rise 14
19v ,
BTH2
j--[b 35
cfm 8X4
J tee[
1
9
GARAGEI A3T
Job #:
Lot 068 Pembroke A LHG - W Performed
by RUMC/LM for: Park
Square Homes 3972
Night Heron Dr. Sanford,
FL. 4
6
10X6 3
106 cfm FLEX
7r(
R . =
i EN
1=
1 I `
U
I
I
i
i
EF1 =
50 CFM Fan EF2 =
80 CFM Fan EF3 =
110 CFM Fan EFL1 =
50 CFM Fan EFL2 =
80 CFM Fan EFL3 =
110 CFM Fan VTR =
Vent to Roof VTW =
Vent to Wall DV =
Dryer Vent RV =
Range Vent Lineset
Chase — — Condensate — - —
Thermostat
18/8 OT SRB =
Small Reduction Box LRB =
Large Reduction Box FBB =
Feld Built Box One
Stop Cooling and Heating 7225
Sandscove Ct. Suite 1 Winter
Park, FL 32792 Phone: (
407) 629 - 6920 Fax: (407) 629 - 9307 wwwOneStopCooling.
com ale:
1 : 95 Page
1 Right-
SuitA Universal 2018 18,
0.11 RSU16202 2018-
Apr-12 08:14:44 p%
Lot 068 Pembroke ALHG - Wrup
1
N
Level 2
i
MWIC i
8X4 '
MBTH 8X4
29 cfm vU-0=8fH3
38 cfm
BED4
8X4 8' 30X18 RA
9 cfm I 3 c m I STR2 ., 367--cftn j-- JOX6
T01 \ 10x10
108cfm
I -,
4 4 „I I %1
1 Sup Riser
ID i
148cfm 12x1
10X8 7 Ph M 13 FBB1
5" ft
12x12 x12 1i'10 1ox6
4OX6 _
1Q3 cfm
72 cfm \
I
MBED GAME BED3
0 6
EFt = 50 CAM FandbiIEF2 = 80 CRAA Fan
i i
I EF3 = 110 CFM Fan
EFL1 = 50 CFM Fan
EFL2 = 80 CFM Fan
EFL3 = 110 CFM Fan
VTR = Vent to Roof
ZONE DAMPER
VNJ = Vent to Wall
DV = Dryer Vent
14" DAMPER 1 ST FLR RV = Range Vent
12" DAMPER 2ND FUR = Lineset Chase — —
12" BYPASS = Condensate — - -
Thermostat 18/8 Q
SRB = Small Reduction Box
LRB = Large Reduction Box
FBB = Feld Built Box
Job #: Lot 068 Pembroke LHG - W
One Stop Cooling and Heating
Scale: 1 : 95
Performed by RVMC/LM for: Page 2
Park Square Homes 7225 Sandscove Cl. Suite 1 Right -Suite® Universal2018
3972 Night Heron Dr. Winter Park, FL 32792 18.0.11 RSU16202
Sanford, FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2018-Apr- 12 08:14.45
wwAtOneStopCooling.com ...out 068 Pembroke ALHG - Wnrp
r
Se43(Y'
C"Y-dy t 311Z M,"
I'l.'t Sl'V'viCfS .
RECORD COPY
DESCRIPTION AS FURNISHED: Lot 68 , 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, Word & Woodman, PA; Attorneys' Title
Insurance Fund; Bank of America
P j8 _ ,q C9 REMAINDER OF LOT 6
PALMER'S SUBDIVISION
PLAT BOOK 2, PACE 41 G I I
In S $ _---
S 00 . 0' E -----
NIr\! . _ _ PATE ' 60. 00'
Ok to construct single family home 10' FENCE ESMT.
with setbacks and impervious area — — — — — — — — — — — — — —
shown on plan. 34 • o % " P-
tm\ov oke - A L cL- 39.15' 39.16, ry
6
LOT 68 I
10.00'
LANAI
10.00' 12.3
00
v CO PROPOSED RESIDENCE
v 4 PEMBROKE - A
LOT 69 Co Cq GARAGE LEFT
O (
Z
7!
N
AIC a.
6.50'
13.3'
10.00'
ENTRY c
9.0'
10.00'
20.0'
DRIVE
39.87'
25.2 ' 5.20'
I10' UTIL. ESMT.
P.C.67375_------------
SETBACKS AS FURNISHED
FRONT 25'(•)
REAR a 20'
SIDE - 5' (40' LOT)
7.5' (60' LOT)
10' (75' LOT)
SIDE STREET - 25' (60' EL 75' LOT)
15' (40' LOT)
25' FRONT SETBACK CAN BE REDUCED
TO 20' ON CERTAIN LOTS. NO MORE THAN
2) IN SUCCESSION AT 20' AND A MINIMUM
OF (2) IN SUCCESSION AT 25'
PROPOSED - nNSHED SPOT GRADE ELEVATIONS
PER DRAINAGE PLANS
PROPOSED DRAINAGE FLOW 14jLOTGRADINGTYPEAMOD
PROPOSED F.F. PER PLANS - 24.7'
WALK
R
S 000 > 6' 57" E (a.a.)
60. 00'
NIGHT HERON RRI VE
50' PRIVATE RIW)
LOT 67
PLOT PLAN ONLY
PLOT PLAN AREA CALCULATIONS NOT A SURVEY
TOTAL LOT AREA 7,141 t SQUARE FEET
FLATWORK ONIOFF LOT a TOTAL t SQUARE FEET FLATWORK
DRIVE 4031 110- 513 t SQUARE FEET FOUNDATIONIPAD 1,752 t SQUARE FEET
WALKS 49I 300- 349 t SQUARE FEET REAR PATIO 119 t SQUARE FEET
DECK E FEET
SOD 4.7091 250 - 4,959 t SQUARE FEET POOLT ECKCH NIA t SQUARE FEET
NOTE. FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERO'IED -
CRUSL'NML'YL'R-SCOTT L.J4 ASSOC, INC. - LANI SURVEYORS
LCGCND - L[GCND "
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
P PLAT ILL POINT ON LINE moms,
rIP. FIELDIRON TIP[ TVP. ll.t. IIM TYPICALPOINTOr REVERS[ tugvATlRt[
POINT OF COMPOUND CIAVATURC I. THE IRNOERSIONED DOES HEREBY CERTRY TNAr TIRS SURVEY MEETS THE STANDARDS of PRACTICE SET FORM or IRE FLORIDA BOARD OF
IRCA IRON R00
CONCRCTC MONUMENT NAIL RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER Si-17 FLORIDA ADNWISTRAIIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES
SCT IA. 1/P• IA •/IU 43I4 NR NOM-RADIAL 1. UNLESS EMBOSSED W/M SU/f1'EYOR'S AGNAlURE AND ORIGTNU. RAISED SEAL 1M15 SURVEY AIAP OR CONES ARE NOT VAL10.
CC. R[COVCRCD C P. CAP. w1TMtSS POOR J. nO SURVEY WAS PREPARED FROM TIRE INFORMATION MRMSNEO TO THE SURVEYOR. THERE M4Y BE OTHER RESTIUCRONS
PELB. ro1NT Or B[GWUNG CALCULATED OR EASOdEN S THAT AFFECT TTOS PROPERTY.
PL.C. MINT Or COMM[NC[MCNt
CENTCRLNE Rllrr. BSL
PERMANENT RCFCRCNCC IOIIUMINT
FINISHED ROOK ELEVATION
BUILDING SETIACK LINE
4. NO LU19ERORWN9 aIPROYEMCNTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
Q THIS SURKY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SNOULO NOT BE RELIED UPON BY ANr ORICR ENTRY.
NLOR/W NAIL L DISK
RIGMT-OF-WAY Ul BENCHMARK DINENS06 SHOWN FOR THE LOCATION Of IMPROVEMENTS NEREON SHOULD NOT BE USED TO RVC0MSTRUCr BOUNDARY LINES.
CSMT. CASEMENT I.B. DASC BEARING 7. SEARUM ARE BASED ASSUMED OAIVM AND ON THE LINE SHOWN AS BASE BEARING (&B.)
ORAIK DRAINAGE ELEVATION$ IF SHORN. ARE BASED ON NATIONAL GEOOERC VERTICAL DATUM of it". UNLESS onanKE NOTED.
UTIL. UTLLITYGNAWLINK FENCE 9. CERIIFICATE OF AUTINOMZ,ITION No. 459&
wart. • WOOD FENCE
CI'S BLOCKCPICI'B •
POINT W CURVATURE
P.T. • roINT tJr TANGENC7
DESC. DESCRIPTION
R • RADIUSARCLACNWTH
DELT
C . CHORD
C.S. CHORD BLARING
MG . NATURAL GRADE NORTH
CERTIFIED BY.•
SCALE I- I• - 20 - I ORAWN BY: ••• I 00"l MA 9
PLOT PLAN 04-OJ-2018 2023-18
THIS BUILOINWROPERTY DOES NOT UE MITHIN
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM•
ZONE •K MAP 112117CO090 F (09-28-07)
TOM RUSENM R, R.L.S. 1 4714
JAMES SCOrr. .L.S / 4801
10
RECORD COPY
Filename: PARK SQ PEMBROKE.rrr
Lighting and Small Appliance/Laundry Circuits
Floor Area SmAppNo LaundNo Line Neutral
2380 2 1
Lighting Summary Standard 6,024 6,024
Optional 11,640 6,024
Ranges & Ovens
Range No. No? Nameplate Line Neutral
1 1 8000
2 0 0
3 0 0
Range/Oven Summary Standard 6,400 4,480
Optional 8,000 4,480
Dryers-----------------------------------------------------SANF9Rf)- ------
Dryer No. No? Nameplate Line Neutral
O
AARTM
1 1 5000
2 0
3 0 #1 8- 1 9 19DryerSummaryStandard5,000 3,500
Optional 5,000 3,500
Heating and Cooling: Actual Number = 1
Name M? Ph No Amps Volts VA HP Line Neutral
1 M 1 1 27.0 240 6,480 0
1 M 1 1 2.0 240 480 0
1 M 1 1 5.0 240 1,200 0
1 1 1 1 27 240 1 6,480 0
Heat/Cool Summary Standard 14,640 0
Optional 14,640 0
Fixed Appliances: Actual Number = 6
Name M? Ph No Amps Volts VA HP Line Neutral
bISP 1 1 120 600 600 600
DISH 1 1 120 1200 1,200 1,200
MICRO 1 1 120 1200 1,200 1,200WATERHEATER1118.5 240 4,440 0OPTPOOL11102402,400 0OPTPOOLHEAT11312407,440 0
Fixed Appliance Summary Standard 12,960 2,250
Optional 17,280 2,250
Other Appliances: Actual Number = 0
Name M? Ph No Amps Volts VA HP Line Neutral
Other Appliance Summary Standard 0 0
Optional 0 0
25- of Max Motor:
Line is Std Only; Neutral for Both
Maximum Phase Amps Volts
1 27 240
Heat/Cool Phase Amps Volts
1 27 240
Fixed Appl. Phase Amps Volts
0
Other Appl. Phase Amps Volts
0
Max Motor Summary
Standard Only 1,620 0
SUMMARY
Standard Line Neutral
Total Total = 46,644 16,254
Maximum Amperage = 194 68
Service Voltage = 240 Service Phase = 1
Optional Line Neutral
Total Total = 37,408 16,254
Maximum Amperage = 156 68
Service Voltage = 240 Service Phase = 1
RECORD COPY
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek
a
RE: PSQ2382A - Park Sq/ PEMBROKE 2382E-TRAY MiTek USA, Inc.
Site Information:
66r904 Parke East Blvd.
Customer Info: PARK SQUARE HMS. Project Name: PSQ2382A Model: PEMBROgp a236Z33fA10 4115
Lot/Block: 68 Subdivision: WYNDHAM PRESERVE 60'
Address: 3972 NIGHT HERON DR.
City: SANFORD State: FLORIDA
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 140 mph
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 47 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date I No. I Seal# Truss Name I Date
1 T13712206 4CJ1 4/6/18 112 1 T13712217 B4 4/6/18
2 T13712207 4CJ3 4/6/18 113 T13712218 C1 4/6/18
3 T13712208 4CJ5 4/6/18 14 T13712219 C2 4/6/18
4 T13712209 4.17 4/6/18 15 T13712220 CJ1 4/6/18
5 T13712210 4KJ7 4/6/18 16 T13712221 CJ3 4/6/18
6 T13712211 Al 4/6/18 17 T13712222 CJ5 4/6/18
7 T13712212 A2 4/6/18 18 T13712223 D1 4/6/18
8 T13712213 A3 4/6/18 119 IT13712224 D2 4/6/18
9 T13712214 81 4/6/18 20 T13712225 D3 4/6/18
10 T13712215 82 4/6/18 21 T13712226 D4 4/6/18
11 IT13712216 IB3 4/6/18 122 1 T13712227 E1 4/6/18
This item has been electronically signed and sealed by Lee, Julius, 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
The truss drawing(s) referenced above have been prepared by MiTek
USA, Inc. under my direct supervision based on the parameters
provided by Mid -Florida Lumber Acquisitions, Inc..
Truss Design Engineer's Name: Lee, Julius
My license renewal date for the state of Florida is February 28, 2019.
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 verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2.
111111///
o.IUS CF i
iLENS.
No 34869
oi Q=
1) STATE OF •:/
Julius Lee PE No.34869
MITek USA. Inc. FL Coil 6634
6904 Parke East BNd..Tempa FL 33610
Oats:
April 6,2018
Lee, Julius I of 2
RE: PSQ2382A - Park Sq/ PEMBROKE 2382B-TRAY
Site Information:
Customer Info: PARK SQUARE HMS. Project Name: PSQ2382A Model: PEMBROKE 2382 - A
Lot/Block: 68 Subdivision: WYNDHAM PRESERVE 60'
Address: 3972 NIGHT HERON DR.
City: SANFORD State: FLORIDA
No. Seal# Truss Name Date
23 T13712228 E2 4/6/18
24 T13712229 E3 4/6/18
25 T13712230 E4 4/6/18
26 T13712231 F1 4/6/18
27 T13712232 F2 4/6/18
28 IT13712233 F3 4/6/18
29 IT13712234 I F4 4/6/18
30 IT13712235 I F5 4/6/18
31 IT13712236 I F6 4/6/18
32 IT13712237 I F7 4/6/18
33 IT13712238 I F8 4/6/18
34 IT13712239 I F9 4/6/18
35 IT13712240 I F10 4/6/18
36 IT13712241 IF11 4/6/18
37 IT13712242 I F12 4/6/18
38 IT13712243 I F13 4/6/18
39 IT13712244 IG1 4/6/18
40 IT13712245 G2 4/6/18
41 IT13712246 JG3 4/6/18
42 IT13712247 IG4 4/6/18
43 IT13712248 JH1 4/6/18
144 IT13712249 I J7 14/6/18 1
45 IT13712250 JKJ7 4/6/18
46 IT13712251 1-1 4/6/18
47 IT13712252 1-2 4/6/18
2 of
Job Truss Truss Type Oty Pry Park Sq/ PEMBROKE 23828-TRAY
T13712208
PS02382A 4CJ1 JACK 4 1
job Reference (optional)
Mid-Flonda Lumber, Bartow, FL. S.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 11:47:46 2018 Page 1
10:2 6TByhmA9cROtSuo2pKVvy3nnN-wAzrecOtEOU3MwOtenf/1T0kPgwANOEOUonrpA_zTS18
1-0-0 1.0.0
1-0-0 1-0-0
2x4 =
Scale - 1.6 1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 006 Vert(LL) -0.00 5 >999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0 01 Vert(CT) -0.00 5 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 000 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wnd(LL) -0.00 5 >999 360 Weight: 5lb ' FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purims
BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing.
REACTIONS. (lb/size) 3=10/Mechanical, 2-130/0-7-8, 4=- 1 Mechanical
Max Horz 2=35(LC 6)
Max Uplift 3=-4(LC 10), 2=92(LC 6). 4=-l(LC 1)
Max Grav 3=11(LC 3), 2=130(LC 1), 4=11(LC 6)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7.10; Vuh=140mph (3-second gust) Vasd=108mph, TCOL=4.2psf; BCOL-3.Opsf; h=15f1; Cat II; Exp B; Encl..
GCpl=0.18; MWFRS (envelope) gable end zone and C-C Extenor(2) zone;C-C for members and forces 6 MWFRS for reactions
shown; Lumber OOL=1.60 plate grip OOL=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 100 lb uplift at joint(s) 3, 2, 4.
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Lae PE No. 11069
Wall USA, Inc. FL Cert 6614
6904 Parke East Blvd. Tampa FL 931110
Date:
April 6,2018
WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED affrEK REFERENCE PAGE Mll•7472 rev. 101034015 BEFORE USE.
Design valid for use only with MITak® 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 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. Addnionai temporary and permanent bracing AiYl iTek' Is always required for stabddy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding ins
fabrkatron. storage. delivery. erection and bracing of trusses and truss systems, see ANWMII Quality Criteria, OSS4 2 and SCSI Building Component 69N Ps" East SM.
Sefoty Informslion available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandra. VA 22314. Tampa, FL 36610
Job Truss Truss Type 0ty Ply Perk Sq/ PEMBROKE 2382B•TRAY
T13712207
PS02382A 4CJ3 JACK 4 1
Job Reference (optional)
Mid-Flodda Lumber, Banow, FL. S.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 11:47:47 2018 Page 1
ID:Z_6TByhmA9cROt5uo2pKVvy3nnN-OMXOryRV7kcvv_4 3CUMErhzup4EL6tUeISXJiOzTS1A
1.0-0 3.0-0
1.0-03-0-0 2x4 =
3:
3-
Scale =
t 9 4 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell L/d 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 1.25 BC 0.07 Vert(CT) -0.01 4-7 >999 180 BCLL
00 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL
10.0 Code FBC2017rrP12014 Matrix -MP Wind(ILL) 0.00 7 >999 360 Weight: 11 lb FT = 0% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0.0 oc purtins BOT
CHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applied or 10.0-0 oe bracing. REACTIONS. (
lb/size) 3=70/Mechanical, 2=186/0.7-8, 4=38/Mechanical Max
Horz 2=64(LC 6) Max
Uplift 3=-43(LC 10). 2--98(LC 6), 4=-4(LC 10) Max
Grav 3=70(LC 1), 2=188(LC 1). 4=51(LC 3) FORCES. (
lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. NOTES-
1)
Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsh h-15ft; Cat. II; Exp B; Encl., GCpi=
0.18, MWFRS (envelope) gable end zone and C-C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown;
Lumber OOL=1.60 plate grip DOL=1 60 2)
This truss has been designed for a 10.0 pal 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 tell 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 100 lb uplift at Joint(s) 3, 2, 4. This
item has been electronically
signed and sealed
by Lee, Julius, 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. Julius
Lee PE No. 34869 kliTek
USA, Inc. FL Cert 6634 6204
Parke East Blvd. Temps FL 33610 Date:
April
6,2018 QWARNINO •
Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rar. 1"3/2015 BEFORE USE. Design
valid tot use only with Mf rekO 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 vent' the applimbidty, of design parameters and properly Incorporate this design Into the overall building
design. 8radng Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addalortal 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, sea ANSVTPII Quality Criteria, OS049 and SCSI Building Component 6204 Parke East Blvd. Safety
Information available from Truss Plate Institute. 218 N. Lae Street, Suite 312. Alexandria, VA 22314 Tamps. FL 36810
Job Truss Truss Type City Park Sq/ PEMBROKE 23828•TRAY
JPly T13712208
PS02382A 4CJ5 JACK 4 1
b Reference (optional)
Mid-Flodda Lumber, Bartow. FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 11:47:48 2018 Page 1
ID:2 ST8yhnuA9cRO15uo2pKVvyUnN-IY5b21R7m2kmcDZGIBuTOuV0IUYvrKkjx6GtEUTS19
1-0-0 54W
1-0-0 5-0-0
Scale = 1,12 7
2x4 =
5-0-0
LOADING (psf) SPACING- 2.0-0 cSl. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Ven(LL) -0.03 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0O6 4-7 >983 180 BCLL
0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL
100 Code FSC2017frP12014 Matrix -MP Wjnd(LL) 003 4-7 >999 360 Weight 17 lb FT = 0% LUMBER-
BRACING - TOP
CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc purlins. BOT
CHORD 20 SP No 2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing REACTIONS. (
lb/size) 3=126/Mechanical, 2=264/0-7-8, 4=65/Mechanical Max
Horz 2=94(LC 6) Max
Uplift 3=79(LC 10), 2-119(LC 6). 4=5(1-C 10) Max
Grav 3=126(LC 1). 2=264(LC 1). 4=89(LC 3) FORCES. (
lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown NOTES-
1)
Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. It: Exp B. Encl.. GCpl=
0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone,C-C for members and forces 6 MWFRS for reactions shown;
Lumber DOL=1 60 plate grip DOL-1.60 2)
This [fuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) '
This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will
fit between the bottom chord and any other members. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at lolnt(s) 3, 4 except (lt=lb) 2=
119. This
item has been electronically
signed and sealed
by Lee, Julius, 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. Julius
Lee PE No. 34663 HTO
USA, Inc. FL Cart 6034 004
Parke East Blvd. Tampa FL 33610 Data:
April
6,2018 QWARNINO •
Verity, design parameters and READ NOTES ON IMS AND INCLUDED MITEK REFERENCE PAGE SIX7413 fev. 1"JIMIS BEFORE USE. Design
valid for use only with MITakaD connectors. This design Is based only upon parameters shown, and Is tot an Individual building component, not a
truss system. Before use, the budding designer must varity the applicability of design parameters and property Incorporate this design Into the overall building
design Sractng Indicated Is to prevent buckling of Individual truss wab and/or chord members only. Additional temporary and permanent bracing MiTek' IsalwaysrequiredforstabilityandtopreventcollapsewdhpossiblepersonalInjuryandproperlydamage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, tore ANSVrPl1 Quality Criteria. OSS-ea and SCSI Building Component 6904 Parke East BIM Safety
Information available from Truss Plate Institute. 218 N. Lae Street. Sune 312. Nexandda. VA 22314 Tamps, FL 36610
Job Truss Truss Type Oy Pry Perk Sty PEMBROKE 23828•TRAY
1 T13712209
PS02382A 4J7 JACK 14 1
Job Reference(optional)
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries. Inc. Fri Apr 6 11:47 48 2018 Page 1
ID Z 6TByhnW9cROt5uo2pKVvy3nnN-tY5b21R7m2k=DZGIBuTOuVw9UTirKkixBGtEtzTS19
1-0.0 7-0-0
r
1 0.0 7-0-0
3x4 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 010 4-7 802 240 TCDL
10 0 Lumber DOL 1 25 SC 0.51 Vert(CT) 0 24 4-7 347 180 BCU-
0.0 Rep Stress Incr YES WS 0.00 Horz(CT) 000 2 n/a n/a SCOL
10.0 Code FBC2017fTP12014 Matrix -MP Wind(L-) 013 4-7 633 360 LUMBER -
TOP
CHORD 2x4 SP No.2 SOT
CHORD 2x4 SP No 2 REACTIONS. (
lb/size) 3=182/Mechanical, 2=342/0-7-8, 4=91/Mechanical Max
Horz 2=124(LC 6) Max
Uplift 3=115(LC 10). 2=-143(LC 6), 4-6(LC 10) Max
Grav 3=182(LC 1). 2=342(LC 1). 4=127(LC 3) FORCES. (
lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale -
1.16 2 PLATES
GRIP MT20
244/190 Weight,
23 lb FT = 0% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT
CHORD Structural wood sheathing 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; Cat. II; Exp B, Encl., GCpl=
0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone,C-C for members and forces 8 MWFRS for reactions shown;
Lumber OOL=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 100 lb uplift at joint(s) 4 except at=lb) 3=
115, 2-143. This
item has been electronically
signed and sealed
by Lee, Julius, 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. Julius
Lee PE No. M$69 MiTek
USA, Inc. FL Cert 6634 8904
Parke Ent Blvd. Tampa FL 33410 Date:
April
6,2018 WARNING .
Verify design parameters and READ NOTES ON Ties AND INCLUDED aeTEK REFERENCE PAGE af/67413 rev. 1111014015 BEFORE USE. Design
valid for use only with MITek® connectors This design Is based only upon parameters shown, and is for an Individual building component, not a
truss system Before use, the building designer must venly the applicability of design parameters and property Incorporate this design Imo the overall building
design. Bracing Indicated Is to prevent buckling of Individual tone web and/or chord members only. Addalonal temporary and permanent bracing M iTek' Is
always required for stability and to prevent collapse w4h possible personal Injury and property damage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Cnteds, OS049 and SCSI Building Component 6904 Parke Fast Blvd. Safety
Information available from Truss Plate Institute. 216 N. Lee Street, Suite 312. Alexandds. VA 22314. Tampa, FL 38610
Job Truss Truss Type Ory Park Sq/ PEMBROKE 2382E-TRAY
113ty T13712210
PS02382A 4KJ7 JACK 2 1
job Reference
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fn Apr 6 11:47.49 2018 Page 1
I D:Z_6TByhmA9cR0t5uo2pKVvy3nnN-LlfzGeSIXLsdEN8SJvPiw626%WOagftAmOOnJzTS 18
1-5-0 54.9 9.10.13
15-0 - 54.9 444 '
Scale = 120 7
3x4 = 5
54-9 444
LOADING (psi) SPACING- 2-" CSI. DEFL. in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 058 Vert(LL) 0.03 6-7 999 240 MT20 244/190
TCOL 100 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.09 6-7 999 180
BCLL 0.0 ' Rep Stress Incr NO WB 047 Horz(CT) 0.02 5 Me n/a
BCDL 100 Code FBC2017frPI2014 Matrix -MR W1nd(LL) 005 6-7 999 360 Weight 40 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No 2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=245/Mechanical, 2=416/0.7$, 5=398/Mechanical
Max Horz 2-188(LC 4)
Max Uplift 4=-221(LC 4). 2=226(LC 4). 5=168(1_C 8)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=1126/516
BOT CHORD 2-7-655/1088. 6-7=-655/1088
WEBS 3-7=0/268, 3-6=-1137/685
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc puriins.
BOT CHORD Structural wood sheathing directly applied or 7-3-5 oc bracing.
NOTES-
1) Wind, ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsf, h=15ft, Cat. 11, Exp 8; Part. Encl.,
GCpi=0.55: MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1 60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurreni 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 100 lb uplift at joint(s) except (jt=lb)
4-221, 2=226, 5=168.
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 r 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-4=-148(F--44, 8=44), 8=0(F=10, 8=10)-to-5=49(F=15, B=15)
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Las PE No.14669
MiTek USA, Inc. FL Cert 9834
904 Perks Eat Blvd. Tampa FL 13610
Date:
April 6,2018
Q wARN/NG . Varlly design parameters end READ NOTES ON r70S AND INCLUDED AUTEK REFERENCE PAGE 0110-703 rev. f"VW16 BEFORE USE.
Oesign valid far use only with M(Tak® 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 bucking of individual truss web andfor chord members only Additional temporary and permanent bracing M iTek' Is ahvays required for stablldy and to prevent Collapse with possible personal Injury and pmparty, damage Far general guidance regarding the
labricatlon. storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Duality Criteria, OSS49 and SCSI Building Component 6904 Pence East Slyd.
Safely Information available from Truss Plata Institute. 218 N Lea Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Ply Park Sq/ PEMBROKE 23828-TRAYOty
T13712211
PS02382A Al HIP 1 1
Job do al
Mid -Florida Lumber, Bartow, FL
7.0.0
4 00 12
2.9.14 ' 2-9-14
S.130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 11:47:50 2016 Page 1
I D:4XOfOoTTPdL7G6iOkGU6m6v3nnf-PxDMT_TNIf_Ur)QetcwxTJbCNH3iJ010POIzJlzTS 17
2-9-14 ' 2.9.14 ' 7-0-0
2x4 II
5x6 =
5x8
2x4 II
7x12
4x8 =
7x12
2x4 II
5x8
5xS =
3 4 5 6 7 8 9 10 11 12
Scale - 1.68.4
to 10x10 =
4x8 = 74 = 10x10 = ex10 = 7x8 = 4xS _
5x6 =
LOADING (psq SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 125
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2 •Except•
3-8,8-12: 2x6 SP No.1 D
BOT CHORD 2x6 SP No.1 'Except'
15-18,18-20: 2x6 SP No.2
WEBS 2x4 SP No.3 *Except*
6.19,6-17,9.17,9-16: 2x4 SP No 2
CS1. DEFL. in loc) Well L/d PLATES GRIP
TC 0.96 Vert(LL) -0.25 19 >999 240 MT20 244/190
SC 0.93 Vert(CT) -0.48 17-19 >678 180
WB 0.89 Horz(CT) 009 16 n/a n/a
Matrix -MR Wind(LL) 0.28 19 >999 360 Weight, 236 lb FT = 0%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Structural wood sheathing directly applied or 4-2-4 oc bracing.
WEBS 1 Row at midpt 9-16
REACTIONS. (lb/size) 2-1829/0-7-8, 16=4765/0-7-8, 13=77/0.7-8
Max Horz 2=52(LC 12)
Max Uplift 2=-743(LC 4), 16=-2133(LC 5), 13--198(LC 7)
Max Grev 2=1837(LC 19), 16=4832(LC 17), 13=102(LC 20)
FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4878/1993, 3.4=-4594/1925, 4-5=-5086/2105, 5-6=5086/2105, 6-7=-2170/823,
7-9=2170/823, 9-10=-2015/4826, 10-11=2015/4826, 11-12--257/1084, 12-13=-301/1161
BOT CHORD 2-20=-1849/4657, 19.20=-2073/5139, 17-19-1639/4029. 16.17=1039/483,
15-16=-2732/1100.13-15=-1078/319
WEBS 3-20=-158/790,4-20=-788/349. 5-19=-433/285.6.19=-458/1310, 6-17=-2214/1036,
7-17=-461/309, 9.17=-1411/3670, 9-16=-4361/1898, 10.16=-668/390, 11-16=-2639/1285,
11-15=1099/2396, 12-15=1195/580
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, Cat. II, Exp B; Encl..
GCpi=O 18, MWFRS (envelope) gable end zone, porch right exposed; 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) except (It=lb)
2=743, 16=2133, 13=198.
7) Girder carries hip end with 7-0.0 end setback.
8) Hanger(s) or other connection device(s) shell be provided sufficient to support concentrated load(s) 560 lb down and 266 lb up at
33-0-0, and 560 lb down and 266 lb up at 7-0-0 on lop 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
4 V1 IN
d
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Lss PE No. 34669
WTek USA, Inc. FL Cart 0634
204 Parke East Blvd. Tampa FL 31610
Data:
April 6,2018
AWARNINO . Verify deals. panmefors and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE M/l-7473rev. 1"nOtS BEFORE USE. Oaslpn
valid for use only with MITeMb connectors. This design Is based only upon parameters shown, and Is for an Individual bullding 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 oftndlvldual truss web and/or Cord members only. Additional temporary and permanent bracing M iTek• Isalwaysr*qulred for Validity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,
storage, delivery, *(action end bracing of busses and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 69N Parke East BIM Safely
Information available from Truss Pate Institute, 216 N Lee Street, Suite 312. Alexandds, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382&TRAY
T13712211
PS02382A Al HIP 1 1
Job Reference (optional)
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 11.47:50 2018 Pape 2
ID:4XOfOoTTPdL?G6iOkGU6m6y3nnf-pxDMT TNI(UrXietcwxTJbCNH3iJ010POIzJlzTS17
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1 25
Uniform Loads (plf)
Vert 1-3=60, 3-12=-126(F--66), 12-14=60, 2-13=-42(F--22)
Concentrated Loads (lb)
Vert: 3=-385(F) 12=385(F)
AWARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MX74" rev. 11100312015 BEFORE USE.
Oeslgn valid for use only with MITeklR connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
buss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall
buadtng design. Bracing indicated Is to prevent buckling of Individual Truss web and/or chord members ores. Additional temporary and permanent bracing Welk' Is always (squired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrkstion. storage, delivery, erection and bracing of trustee and truss systems, sae ANSVTPII Quality Criteria, OSS49 and BCSI Building Component 6904 Parks 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 Park Sq/ PEMBROKE 2382&TRAY
T13712212IPS02382AA2HIP11
b Reference (optional)
Mid -Florida Lumber, Bartow. FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 11.47:51 2018 Page 1
ID:4XO(OoTTPdL7G6jOkGU6m6y3nnf-H7mkhKU73z6LThlgRKRA7X7ROhQd2ZhAe4VXrB2TS16
1 4-10.14 9-0-0 12.7.12 178 9 22.5 7 27 4 4 31-0-0 35 1-2 40-0-0 1
0 4-10.14 4-1.2 3-7-12 4-10-13 4-10-13 4-10.13 3.7.12 4-1.2 4.10.14
4 00 12
5x6 = 1.Sx4 II 5x5 = 3x8 = 1 5x4 11 5x8 =
5 6 7 a 9
Scale - 168 7
Z'__V
3x8 =
19 18
30 = 3x8
17
18
15
30 = 3x8 = 1.50 II
to
14 13
axe
3x4
ma
34 =
12V
cs
LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 016 19-22 >999 240 MT20 244/190 TCDL
10.0 Lumber DOL 125 BC 0.88 Verl(CT) 0 36 19-22 >907 180 BCLL
0.0 Rep Stress Incr NO w8 0.50 Horz(CT) 005 14 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.13 18 >999 360 Weight. 198 lb FT - 0% LUMBER-
BRACING - TOP
CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins. BOT
CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 6.0-0 oc bracing. WEBS
20 SP No.3 WEBS 1 Row at midpt 7-14 REACTIONS. (
lb/size) 2=967/0-7-8, 14=2193/0-7-8, 11=160/0-7-8 Max
Horz 2=65(LC 10) Max
Uplift 2=397(LC 6). 14=787(1.0 7), 11-143(LC 11) Max
Grav 2=981(LC 21), 14=2193(LC 1), 11=202(LC 22) FORCES. (
lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD 2.3=-2263/961, 3.4=-1833/742, 4-5=-1742f749, 5.6=-1742/749, 6-7=-1299/551, 7-
8=593/1642, 8-9= 59311642. 9-1 0=-327/86 1. 10.11=-201/645 BOT
CHORD 2-19=-835/2132, 18-19=-58711712, 17-18=-445/1326, 13-14=-798/404, 11-13=-583/220 WEBS
3-19=-463/293, 4-19=-60/386, 5.18=258/149, 6.18=-218/519, 6-17=583/307, 7-
17=-526/1310, 7-14=20531820, 8-14=292/164, 9-14=-1196/474, 9.13=661397, 10-
13=-534/321 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3 0psf; h=15tt; Cat II; Exp B; Encl., GCpi=
0.18; MWFRS (envelope) gable end zone 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 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. This item has been 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit
between bottom electronically signed and willthechordandanyothermembers6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) sealed by Lee, Julius, PE 2=
397, 14=787, 11=143. 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. Julius
Les PE No. UU9 Wok
USA, Inc. FL Cart 8034 8904
Parks East Blvd. Tampa FL 33810 Date:
April
6,2018 AWARNING •
Verify design pammefars and READ NOTES ON INS AND INCLUDED AaTEN REFERENCE PAGE AN-7473 rev. 1003/2015 BEFORE USE. Design
valid for use only with MITek® connectors This design le based only upon parameters Mown, and Is for an IndNMual building component, not the
applicability of design parameters and property Incorporate this design Into e overall atrusssystemBeforeuse, the building designer must verity m bultdtng
design. Bracing indicated Is to prevent budding of Individual truss web andlar chord members only. Additional temporary and permanent bracing M iTe k' IsallaysrequiredforstabaAy, 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, we ANSIRPI1 Quality Cdterta, OS849 and BCSI Building Component 8904 Puke Fast Blvd. Safety
Inform ldan available from Truss Plate InsillNs, 216 N Lee Strati, Suite 312. Alexandria, VA 22314 Tampa, FL 36810
Job Truss Truss Type oty Ply Park Sq/ PEMBROKE 23828-TRAY
T13712213
PSO2362A A3 HIP 1 1
Reference (optional)
Mid-Flonda Lumber, Bartow, FL.
1-0 5-10.14 11-0-0 17-0.9
05.10-14 5-1-2 6.0.9 5x8 =
3x4 = 4.
00 12 4
5 f'
lM'
dC
13u s Mar t i zinc Nu t elt ID:
4XO(OoTTPdL9G6iOkGU6m6v3nnf-IKK6u 5.
1-2 1.
5x4 II 5x8 = 6
7 Inc.
rn Apr is 11:41:3Z ZU115 rage 1 rtt_
1yPYkgan5nmlYJskE4NezTS15 Scale -
1:68 7 17
16 15 14
13
12 11 US =
1.5x4 II 3x4 = 30 = 5x6 MT20HS = US =
30 = 1 5x4 I I 3x6 = LOADING (
psf) TCLL
20.0 TCOL
10.0 BCLL
00 ' BCDL
10.0 SPACING-
2-0-0 Plate
Grip OOL 1.25 Lumber
OOL 1.25 Rep
Stress Incr NO Code
FBC2017rrPI2014 CSI.
TC
0.77 BC
0.82 WB
0.40 Matrix -
MR OEFL.
V@ri(
LL) Vert(
CT) Horz(
CT) Wind(
LL) in (
loc) UdeO Ud 0.
45 13-15 >999 240 0.
92 13-15 >524 180 0.
21 9 n/a life 0.
48 13-15 >999 360 PLATES
GRIP MT20
2441190 MT20HS
187/143 Weight:
195 lb FT = 0% LUMBER-
BRACING - TOP
CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT
CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 4-11-4 oc bracing. WEBS
2x4 SP No.3 REACTIONS. (
lb/size) 2=1660/0-7-8, 9=1660/0.7-8 Max
Horz 2-78(LC 10) Max
Uplift 2--636(LC 8), 9=-636(LC 7) FORCES. (
lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=4327/1786, 3-4=-3719/1561, 4-5=4271/1824, 5-6=4269/1823, 6.7=4269/1823, 7-
8-371911562. 8-9=432 7/ 1786 BOT
CHORD 2-17=-1608/4062, 16-17-1608/4062, 15-16=-131313498. 13-15=1616/4271, 12-
13=1313/3499, 11-12=1608/4062, 9-11=160814062 WEBS 4-16=-85/
401, 7-12=-85/402, 5.15=426/244, 6-13=3681222. 3-16=623/319, 4-15=-396/1037,
7-13=-394/1034,8-12=-622/319 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; Cat. it: Exp B; Encl , GCpi=0.18: MWFRS (
envelope) gable end zone 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 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. This Item has been 6) ' This truss hasbeendesignedforaliveloadof20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the
bottom chord and any other members. electronically Signed and 7) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) sealed by Lee, Julius, PE 2=636, 9=636.
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.
Julius Lee PE No.
30869 MITek USA, Inc. FL
Cart 6636 62U Parka East Blvd.
Tampa FL 33610 Data: April 6,2018
O
WARNING • Vartly design
parameters and READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PAGE AVI.7473 rev. l""015 BEFORE USE. Design valid for use
only with MITak® connectors This design Is based only upon parameters shown, and is for an IndMdual building component, not a truss System. Before
use, the building designer Oust verity the applicability of design parameters and property InCorporsto this design Into the overact building design. Brating Indicated
Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek' Is always required forstabilityandtopreventcollapsewanpossiblepersonalInjuryandpropertydamage. For general guidance ragardmg the fabrication, storage, dativery, arealon
and bradng of trusses and truss systems, sae ANSVrPl1 Quality Criteria, OS842 and SCSI Building Component 6904 PsAe East Blvd. Safety Information available from
Truss Plata Institute, 218 N Lea Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type 0ty Pry Park Sq/ PEMBROKE 2382E-TRAY
T13712214IPS02382AB1GABLE11
Job Reference bin al
Mid -Florida Lumber, Barlow. FL 8 130 s Mar 112018 MTek Industries, Inc. Fri Apr 6 11:47:53 2018 Page 1
ID:(E1iSoL4yGPugoUalTHtlpy3oM_ DWuU6?VGbaM3i?SDYITe5yDw5VJ5Wa1SS0 ew4zTS14
1-0-0 10-0-0 20-0-0 21-0-0
1-0-0 10-0-0 10.0-0 1-0-0
Scale = 1:36.4
4x4 =
1ri
3x4 = 22 21 20 18 16 17 16 15 14 3x4 =
I.Sx4 II 1.5x4 II I.Sxa II 1.Sx4 II Sx5 = 1.5x4 II 1.5x4 II 1.5x4 II 1.Sx4 II
Plate Offsets (X Y)— 12:0.0-0 0-0-0I 116:0-2-8 0-3-01
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.10 Ven(LL) -0.00 13 n/r 180 MT20 244/190
TCOL 100 Lumber DOL 1 25 BC 0.05 Vert(CT) -0.00 13 n/r 80
BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(CT) 0.00 12 n/a n/a
SCOL 100 Code FBC2017/TPI2014 Matrix-R Weight: 101 Ill FT = Oe.S
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 Structural wood sheathing directly applied or 10.0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 20.0-0.
lb) - Max Horz 2=107(LC 11)
Max Uplift All uplift 100 Ill or less et joints) 12,2,19.20.21. 22. 17, 16, 15, 14
Max Grav All reactions 250 Ill or less at joint(s) 12. 2, 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- (9)
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: Cat It: Exp B, Encl..
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extertor(2) zone,C-C for members and forces & MIAFRS for reactions
shown; Lumber OOL-1.25 plate grip DOL=1.25
3) Truss designed for wind bads 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) Gable studs spaced at 2-0-0 oc.
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 100 Ill uplift at joint(s) 12, 2, 19, 20, 21,
22, 17. 16, 16. 14.
9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Lot PE No.11669
MiTek USA, Inc. FL Cart 6611
6904 Parke East Blvd. Tampa FL 3300
oats:
April 6,2018
AWARNING • Verily design parameters and READ NOTES ON TMS AND INCLUDED MITEN REFERENCE PAGE Ml4T4T3 rev. 100M016 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is baud only upon parameters shown, and Is for an Individual building component, not
a truss "am. Before use, the bulding 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 btadng M iTe k'
Is always required for stabildy and toprevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication. storage, delivery, ruction and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plata Institute, 216 N Lee Sweet, Suite 312, Alexandria, VA 223 m. Tampa, FL 36810
Job Truss Truss Type Oy Ply Park Sq/ PEMBROKE 2382B-TRAY
T13712215
PS02382A B2 OUEENPOST 4 1
b Reference (ontionall
Mid-Flodda Lumber, Barlow, FL.
1.0-0 ' 5-3-3
8.130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 11:47:54 2018 Page 1
to(E1jSoL4yGPugoUalTHtlpy3oM-hiSSJLWUMuUwK81P6S td917LuTTf ucK2jBSWzTS13
4x4 =
4.8-12 5.3.4 ' 1-0-0 '
Scala = 1:35.3
g
4x4 =
Sx8 =
4x4 =
10-0-0 20."
10.0-0 10-0.0
Plate Offsets (X.Y)- 18.0.4-0.0-3-01
LOADING (psQ SPACING- 2.0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.15 6-8 >999 240 MT20 244/190
TCDL 10.0 Lumber OOL 1.25 BC 0.75 Vert(CT) -031 6-8 >753 180 SCLL
00 Rep Stress Incr NO WB 0 21 Horz(CT) 0.03 6 n/a n/a SCOL
10.0 Code FBC2017/TPI2014 Metrix-R Wind(LL) 0.04 2-8 >999 360 Weight: 89 lb FT - 04A LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 4-10-2 oc purlins. BOT
CHORD 2x4 SP No.1 BOT CHORO Structural wood sheathing directly applied or 9-11-14 oc bracing. WEBS
2x4 SP No.3 REACTIONS. (
lb/size) 6-854/0-7-8, 2=854/0.7-8 Max
Horz 2=107(LC11) Max
Uplift 6=275(LC 11), 2=-275(LC 10) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=1255/570, 3-4=-957/443, 4-5=957/443, 5-6=1256/570 BOT
CHORD 2-8=-391/1068, 6-8=391/1069 WEBS
3-8=-332/257, 4-8=182/561, 5.8=-333/258 NOTES- (
6) 1)
Unbalanced roof live loads have been considered for (his design. 2)
Wind, ASCE 7-10: Vuk=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL-3.0psf; h=15ft; Cat. If: Exp B. Encl., GCpi=
0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown;
Lumber OOL=1 25 plate grip DOL-1.25 3)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will
fit between the bottom chord and any other members. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=
275, 2=275. 6)
Truss Is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. This item has been electronically
signed and sealed
by Lee, Julius, 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. Julius
Lae PE No. W9 MITek
USA, Inc. FL Cert 6634 IM
Preside East Blvd. Temps FL 33610 Date:
April
6,2018 AWARNING •
Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I.7473 rar. /dU3126ta BEFORE USE. Design
valid for use only with M(Takm Connectors This design is based only upon parameters snown, and is for an Individual building component, not a
truss system. Before use, the building designer must vanty the applicability of design parameters and property Incorporate mis design into the overall budding
design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Adddbn it temporary and permanent bracing M iTek' isalwaysrequiredtarstabitay, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding der fabrbalon.
storage. delivery, erechon and bracing of trusses and truss systems, see ANSVTPII Quality Cottons. OSS49 and SCSI Building Component 6904 Parke East Blvd. safely
Information available from Truss Plate Institute. 21a N Lee Street, Suite 312. Maxendda. VA 22314 Tampa, FL 38810
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382E-TRAY
T13712216
PS02382A 83 OUEENPOST 2 1
b Reference (optional
Mid-Flodde Lumber, Bartow, FL.
9
4-8-12
4x4 =
8 130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 11:47,55 2018
4-8-12
4x4 = 4x4
US =
1-0.0 '
Scale = 1.35.2
10-00 20-0.0
10-60 10-0-0
Plate Offsets (X Y)- f7.0.4-00.3.01 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.15 5-7 >999 240 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.32 1-7 >738 180 BCLL
0.0 ' Rep Stress Incr NO W8 0.21 Horz(CT) 0.03 5 n/a n/a BCDL
10.0 Code FBC2017frPI2014 Matrix-R Wind(LL) 0.06 1-7 >999 360 Weight: 88 lb FT = 0% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins. BOT
CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 9-7-14 oc bracing. WEBS
2x4 SP No 3 REACTIONS. (
lb/size) 5=856/0-7-8, 1-772/0-7-8 Max
Horz 1=-115(LC 11) Max
Uplift 5=-276(LC 11). 1=235(LC 10) FORCES. (
lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 1-2-1268/588, 2-3=-964/453, 34=964/452, 4-5=-1262/579 BOT
CHORD 1-7=-411/1083, 5.7=-399/1074 WEBS
2-7=-343/271, 3-7-193/564, 4-7=-333/257 NOTES- (
6) 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; Cat II, Exp B; Encl.. GCpi=
0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown;
Lumber DOL=1.25 plate grip DOL=1.25 3)
This truss has been designed for a 10 0 psf bottom chord live bed 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 tell 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 Ut=lb) 5=
276,1=235 6)
Truss is designed with, and confirms to the 2007 Florida Building Code w12009 supplements. This item has been electronically
signed and sealed
by Lee, Julius, 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. Julius
Les PE No. 34669 MiTek
USA, Inc. FL Cart 66U 6904
Parka Ent Blvd. Tampa FL 33610 Date:
April
6,2018 AWARNING -
Verify design parameters and READ NOTES ON Tiffs AND INCLUDED wrEK REFERENCE PAGE 11111.7473 rw. 1"3/2015 BEFORE USE. Design
valid for use only with Mfrekm 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 Bra" Indicated Is to prevent buckling of IndlAdwl truss web and/or chord members only. Additional temporary and permanent bracing MiTek* IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For genanl guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and buss systems, sea ANSVrP11 Quality Criteria, 058419 and SCSI Building Component 6904 Parka East Blvd Safety
Information available from Truss Plate Institute, 210 N. Lae Street. Suite 312, Mexarorle, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382B-TRAY
T13712217
PS02382A 84 HOWE 1 1
Job Reference (optional)
Mid -Florida Lumber, Bartow, FL 8.130 a Mar 11 201 B MiTak Industries, Inc Fn Apr 6 11.47:56 2013 Page 1
ID:70b5f8LijaXlSy2mbBo7a 1 y3oLz-e5adk 1 Y8u1/Ie2SAoD11 LiarNUi8zjlmvnMCIXPzTS 11
3 7-0 6 7-11 10 0 0 13.4.8 18-SO 20.0 0
3.71 3.0.8 3-4.8 3.4.6 3.0-8 3.7-0
Scale = 134 9
4x4 =
I$
i1xB '
74 = 7xB = 70 =
34
LOADING (psf)
TCLL 200
TCDL 100
SCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017/TPI2014
CS1.
TC 0.34
8C 0.81
WB 0 83
Matrix-R
OEFL. In
Vert(LL) -004 Vert(
CT) -0.17 Horz(
CT) 0.05 Wind(
L-) 0.03 loc)
Well L/d 9 >
999 240 10 >
999 180 7
n/a n/a 10 >
999 360 PLATES
GRIP MT20
244/190 Weight:
119 lb FT = 0% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins BOT
CHORD 2x6 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS
2x4 SP No.3 REACTIONS. (
lb/size) 1-1752J0-7-8, 7=1266/0.7-8 Max
Horz 1=-96(LC 9) Max
Uplift 1=-237(LC 8), 7=-237(LC 9) FORCES. (
lb) - Max Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP
CHORD 1-2=-3391/428, 2-3=32811355, 3-4=1967/307, 4-5=1968/307, 5-6=2267/356, 6-
7=2396/429 BOT
CHORD 1-10=429/2950. 9-10=299/2911, 8-9=211/1996, 7-8=334/2076 WEBS
4-9--18911533, 5-9=379/185, 5.8=33/258, 3.9=-16521185, 3.10=-32/1582 NOTES- (
10) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd-108mph, TCDL=4.2psf; BCOL-3.Opsf; h=15f1; Cat. II; Exp B; Encl., GCpi=
0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.25 plate grip DOL=1.25 3)
Concentrated loads from layout are not present in Load Case(s): #3 Dead + Uninhabitable Attic Without Storage; #4 Dead + 0.6 MWFRS
Wind (Pos Internal) Left; #5 Dead + 0.6 MWFRS Wind (Pos Internal) Right; #6 Dead + 0.6 MWFRS Wind (Neg Internal) Left; #
7 Dead + 0.6 MlAFRS Wind (Neg Internal) Right; #8 Dead + 0.6 MWFRS Wind (Pos. Internal) 1 at Parallel, #9 Dead + 0.6 MWFRS
Wind (Pos. Internal) 2nd Parallel; #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind Pos.
Internal) 4th Parallel; #12 Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: #13 Dead + 0.6 MWFRS Wind (Neg Internal) 2nd
Parallel; #18 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Lel); #19 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 This
item has been MWFRSWind (Neg. Int) Right); #20 Dead + 0.75 Roof Live (ball + 0 75(0.6 MWFRS Wind (Neg. Int) 1st Parallel); #21 Dead + 0.75 Roof
Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel). electronically Signed and 4)
This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. Sealed by Lee, Julius, PE 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 using a Digital Signature. will
rd between the bottom chord and any other members. Flirted COpI@S Of this 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except (jt=lb) document
are not considered 1=237, 7=237. 7)
Girder carries tie -In span(s) 2-8-0 from 6-6-12 to 13-6-4 signed and sealed and the 8)
Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 1543 lb down at 6.7-8, and 147 signature must be verified lb
down at 13.4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. On any electronic Copies. 9) In the LOAD CASE($) section, bads applied to the face of the truss are noted as front (F) or back (8). Julius Lee PE No. 34669 10)
Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements MiTek USA, Inc. FL Cart 6634 LOAD
CASE(S) Standard 6904 Parka East Blvd. Tempe FL 13610 Date:
April
6,2018 WARNING -
Vw* deslgn parameters and READ NOTES ON THIS AND INCLUDED aOTEK REFERENCE PA E 4111147471 rev. 1&0312015 BEFORE USE. Oesign
valid for use only with MITek® connectors. This design Is based only upon parameters Shawn, and Is for an Individual building component, not a
truss system Before use, the building designer must verify the applicability of design paramaten 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 iTek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication,
storage, delivery, ateaton and bracing of trusses and thus systems, see ANSIfTPII Ousiity Criteria, OSS42 and SCSI Building Component 6904 Parke East BM safety
Information available from Truss Plate InslltNe, 218 N Lee Street, Suds 312. Alexandria, VA 22314. Tamps, FL 36610
Job Truss Truss Type Oty Ply Park Sql PEMBROKE 2382B•TRAY
T13712217
PS02382A 84 HOWE 1 1
Job of o Banal
Mid -Florida Lumber. Bartow, FL. a 130 s mar 11 2ul tl Nil tax industries, Inc. rn Apr a 11 A V00 2UIO rape z
ID:7Ob5f8LrjaXlSy2mb8o7a 1 y3oLz-e5adk 1 Y8uMeZSADDt 1 LiarNUl8zilmvnMCIXPzTS 11
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert. 1-4=60, 4-7=-60, 1-10=20, 8-10--21(F=-1), 7-8=-20
Concentrated Loads (lb)
Vert: 8=33(F) 10-1429(F)
AWARNING - Vartly desrgn parameters and READ NOTES ON IMS AND INCLUDED WTEK REFERENCE PAGE at11.7473 rev. 10N14013 BEFORE USE.
Oestgn 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 applkablitty of design parameters and property Incorporate this design Into the overall
bullNnq design Bracing Indicated Is to prevent buckling o11ndlNdual was web and/or chard members Dory. Addalonal temporary and permanent Waring Welk' k' la always rer ulred for stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage• delivery, eredbn and bracing of trusses and truss systems. us ANSIRPII Duality Criteria, OS1349 and SCSI Building Component e904 Parke East Blvd.
Safety Information available from Truss Plate Inslaute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36610
Job Truss Truss Type 0ty Ply Perk Sq/ PEMBROKE 2382E-TRAY
T13712218
PS02382A C1 GABLE 1 1
Job Referenceo tional
Mid•Flonda Lumber, Bartow, FL. 6.130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 11:47:57 2018 Page 1
10:70b5f8LilaXlSy2mbl3o7a 1 yioLz-6H87xNYmeptVBd_naYaFoNXC6ezSN1200yr3rzTS 10
1-0-0 4-10-0 9&4) 10-8-0
1-0-0 4-10.0 4-10-0 1-0-0
4x8 =
e axe = e
I.Sx4 II I.5x4 II
Scale a 1.24 e
4.10-0
4-10-0
0
4.104)
t
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. In loc) I/defi L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -001 6-7 >999 240 MT20 2441190 TCOL
10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 6-7 >999 180 BCLL
0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 6 n/a n/a SCOL
100 Code FBC2017f rP12014 Matrix-R Wlnd(LL) 0.00 7 >999 360 Weight: 60 lb FT - 0% 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 except end verticals. WEBS
2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing. OTHERS
2x4 SP No.3 REACTIONS. (
lb/size) 8=444/0-3-8.6-444/0-3-8 Max
Horz 8=-88(LC 8) Max
Uplift 8=-208(LC 10), 6=-208(LC 11) FORCES. (
lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP
CHORD 2-3=-379/293, 3-4=3791293, 2-8=-395/360, 4-6=-395/360 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind, ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h-15ft; Cat. II; Exp B; Part Encl. GCpi=
0.55; MWFRS (envelope) gable end zone and C-C Extenor(2) zone; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL-1.25 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 studs spaced at 2-0-0 oc. 5)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=
208.6=208. This
item has been electronically
signed and sealed
by Lee, Julius, 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. Jukue
Lee PE No.14669 WTek
USA, Inc. FL Cert 6611 6104
Parke East Blvd. Tampa FL 33010 Date:
April
6,2018 Q
wARmmo • vedly design parameters and READ NOTES ON r10S AND INCLUDED UTEK REFERENCE PAGE MO.7473rev. 10101,2015 BEFORE USE. Design valid
for use only with Mn ekA connectors. This design Is based only upon parameters shown, and Is rot an Individual building component, not a truss
system Before use, the building designer must verify the spit kabi6ty 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 iTek' y andtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingtheIsalwaysrequiredforatabllamfabrication, storage, delivery,
erection and bracing of trusses and truss systems, see ANSVTPh1 Quality Cntana, OSS49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available
from Truss Plate Inatltuta. 218 N Lee Street. Suite 312. Alexandria, VA 22314 Tamps, FL 36610
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 23828-TRAY
T13712219IPSQ2382AC2KINGPOST31
b Reference (optionall,
Mid -Florida Lumber, Bartow, FL 8.130 s Mar 112018 MiTek Industries, Inc Fn Apr 6 11:47:58 2018 Page 1
10:70b5f8LijaXlSy2mbBo7aly3oLz-aUIN9jZOP67MpmKBLI3po7wlyV CBg9CFghObHzTS17
4-0-0 4.10-0 9.84) 10-8-0
r 1004-10-0 ( 4.10-0 1-o 4x6 =
8
4x8 = 6 1.
Sx4 If I Sx4 II Stale =
124.8 1
4.10-0 4.10-0 LOADING (
psQ SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1 25 TC 0.41 Vert(LL) -0 01 6-7 >999 240 MT20 2441190 TCDL
10.0 Lumber DOL 125 BC 018 Vert(CT) -0.02 6-7 >999 180 BCLL
0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL
100 Code FBC2017/rP12014 Matrix-R Wind(LL) 0.00 7 >999 360 Weight: 55 lb FT = 0% 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 except end verticals. WEBS
2x4 SP No 3 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 8=444/0.3-8.6=444103.8 Max
Horz 8=-88(LC 8) Max
Uplift 8=-208(LC 10), 6=-208(LC 11) FORCES. (
lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=379/293, 3-4=379/293. 2-8=-395/360, 4-6=395/360 NOTES- (
6) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cat. II; Exp B; Part. Encl., GCpi=
O 55, MWFRS (envelope) gable end zone and C-C Exterior(2) zone, end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1 25 plate grip DOL=1.25 3)
This truss has been designed for a 10.0 psi 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 tell 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 pt=lb) 8=
208,6=208. 6)
Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. This
item has been electronically
signed and sealed
by Lee, Julius, 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. Julius
Lee PE No. U869 MiTek
USA, Inc. FL Cart 6634 69N4
Parke East Blvd. Tampa FL 33610 Data:
April
6,2018 AWARNING -
Ver/ry design penmaws and READ NOTES ON THIS AND INCLUDED MIT EN REFERENCE PAGE NIP7472 m. 1&V2/2015 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
deslgn Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' batwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication,
storage, delivery. erection and bracing of trusses and truss systems, "a ANSI/rPlt Quality Criteria, OS02e and SCSI Building Component 6904 Parke East Blvd. Safety
Information sval4ble from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36810
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382E-TRAY
T13712220IPS02382ACJ1JACKB1
roil Reference Lionel
Mid -Florida Lumber, Banow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc Fn Apr 6 11:47:59 2018 Page 1
ID:V6io2pWMiYja72S7PO2pOly3nnc-2gFIM3a 1 AO7DOwvNv7a2KDTx 1 vM8vASLTKRy7kzTS 1_
1.0.0 1."
1-0-0 1.0-0
2x4 =
LOADING (ps, SPACING- 2-0-0 CST. DEFL. in loc) Udeft L/d
TCLL 20.0 Plate Grip DOL 125 TC 0.07 Vert(L-) 0.00 7 999 240
TCDL 10.0 Lumber DOL 125 BC 0.01 Vert(CT) 0.00 7 999 180
BCLL 0.0 ' Rep Stress Incr YES W8 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Wind(LL) 0.00 5 999 360
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0-7-8, 4=-0/Mechanical
Max Horz 2=41(LC 10)
Max Uplift 3=-7(LC 10), 2=58(1_C 10)
Max Grev 3-1O(LC 17). 2=130(LC 1). 4=12(LC 3)
FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown.
Scale 2 110
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = Oeh
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1.0-0 oc punins.
BOT CHORD Structural wood sheathing 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; Cat. II; Exp B; Encl..
GCpi=O 18; MWFRS (envelope) gable and zone and C-C Extenor(2) zone;C-C for members and forces S 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 nonooncurrent 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 100 lb uplift at joint(s) 3, 2.
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Judas Lee PE No. UU9
MITek USA, Inc. FL Cert 66U
690/ Perlis East Blvd. Tampa FL 39610
Date:
April 6,2018
WARNING - Vedly design parameters and READ NOTES ON TMS AND INCLUDED ANTEN REFERENCE PAGE AM7473 rev. 14102/2015 BEFORE USE.
Design valid for use only with MlTalt® connectors. This design is based only upon parameters shown, and Is for an Individual building component, nit
a truss system Before use, the building designer must verily 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 k' Is always (squired or stabeny and to prevent collapse with possible personal Injury and property damage For general guidance regarding the
rabrIcatlon. storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPII Quality Criteria. 038419 and SCSI Building Component 6904 Parke East ONO.
Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply erk Scif PEMBROKE 23828-TRAY
T13712221LobPS02382ACJ3JACK81
Reference (oolionall
Mid-Flodda Lumber, Barlow. FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 11:47:59 2018 Page 1
ID:zIFAF9X TrrRg1Bz522xyy3nnb-2gFIM3a1A07DOwvNv9a2KOTxgvLAYASLTKRy7kzTS1_
1-0-0 3-0-0
1-0-0 3-0-0
Scale. 1"=1,
2x4 =
LOADING (psQ SPACING- 24-0 CSC. DEFL. in loc) Udefl Ud
TCLL 20.0 Plate Grip OOL 1.25 TC 0.09 Vert(LL) 0 00 4-7 999 240
TCDL 10.0 Lumber DOL 1.25 BC 007 Vert(CT) 001 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 FBC2017fTP12014 Matrix -MP Wjnd(LL) 0.00 4-7 999 360 LUMBER -
TOP
CHORD 2x4 SP No.2 SOT
CHORD 2x4 SP No.2 REACTIONS. (
lb/size) 3=71/Mechanical, 2=188/0.7.8, 4=36/Mechanical Max
Horz 2285(LC 10) Max
Uplift 3=52(LC 10), 2=64(LC 10). 4=4(LC 10) Max
Grav 3-71(LC 1). 2-188(LC 1), 4=52(LC 3) FORCES. (
lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES
GRIP MT20
244/190 Weight
11 lb FT = 0% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT
CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES-
1)
Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd-108mph; TCOL=4.2psf, BCDL=3.Opsf; h=25ft; Cat. II, Exp 8; Encl.. GCpi=
0 18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces d 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 100 lb uplift at joint(s) 3, 2, 4. This
item has been electronically
signed and sealed
by Lee, Julius, 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. Julius
Les PE No. U869 Wall
USA, Inc. Fl. Cert 6634 6904
Parka Ead Blvd. Tampa FL 33610 Date:
April
6,2018 AWARNING -
Verify design parameters end READ NOTES ON THIS AND INCLUDED aaTEN REFERENCE PAGE 110111-7473 rev. 10,1212015 BEFORE USE. Design
valid for use only with Mrrek® connectors This design Is based only upon parameters shown, and Is for an Indtmual building component. not a
buss system Before use. the building designer must verify the applicability of design parameters and property Incorpotate this design Into the overall buitding
design Bractng Indicated Is to prevent buckling of Individual truss web and/or chord members Dory. Additional temporary and permanent bracing k' MOWIsatwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalInjuryandproperlydamage. For general guidance regarding the fabrication,
storage, delivery. IR ry. erection and bracing of trusses and truss systems, sea ANSPII Quality Criteria, 08049 and SCSI Building Component 6904 Parke East Blvd Safety
Information available (ram Truss Plate Instltule. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tamps, FL 36610
Job Truss Truss Type Park Sq/ PEMBROKE 2382E-TRAYOty
JPty T13712222
PS02382A CJ5 JACK 8 1
b Reference
Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 112018 MTek Industries, Inc. Fri Apr 6 11:48:00 2018 Page 1
ID•zIFAF9X TrrRI1IBz5Z2xyy9nnb-Wsp8aPbfxkF423UZSj5HIO92pJem0iUi AVfAzTSOz
1 40 5-0-0
1-0-0 5-0-0
Scale - 1.17.0
2x4 =
i
5.0.0
5.0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udeft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1 25 TC 0.32 Vert(LL) -0 03 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1 25 8C 0.24 Vert(CT) -0 O6 4-7 >989 180
SCLL 00 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCOL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.04 4-7 >999 360 Weight 18 lb FT = 0%
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 Structural wood sheathing directly applied or 10.0-0 oc bracing.
REACTIONS. (lb/size) 3=128/Mechanical, 2=264/0-7-8, 4=64/Mechanical
Max Horz 2=130(LC 10)
Max Uplift 3=94(LC 10). 2=80(11-C 10), 4=6(LC 10)
Max Grav 3-128(LC 1), 2=264(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: Vuk=140mph (3-second gust) Vesd=108mph; TCDL=4 2psf; BCDL=3.0psf; h=25ft, Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 3 MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi 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 tell 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 100 lb uplift at joint(s) 3, 2, 4.
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Lae PE No.11669
IMTek USA, Inc. FL Cart 68U
6904 Parke Eat Blvd. Tampa FL $3610
Date.
April 6,2018
AWARNING • Verily design parameters and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE MIl•747.1 rev. 10NL2015 BEFORE USE.
Design valid for use only with MITak® connaclors. This design Is based only upon parameters shown, and Is tot 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
bubdng design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary, and permanent bracing M iTe k' Is always required for stability she to prevent collapse with possible personal injury and property damage For general guidance regarding the
fabrication, stotaga, delivery, efaCIW and bracing of trusses and truss systems, sea ANSIrrPI1 Quality Criteria, OS1349 and SCSI Building Component 6904 Parka East Bind
Safety Information available from Truss Plata Institute. 218 N. Lea street. Suite 312. Alexandria. VA 22314 Tampa. FL 36610
Job Truss Truss Type City Ply Park Sq/ PEMBROKE 23820-TRAY
T13712223
PS02382A D1 HIP 1 1
job Reference (optionall
Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 112018 MiTek
ID:RUpYTVXcE9zHNIbOXp4HTAy3nna_3N Wntl
1 0-0 3 9 4 7-0-0 11.4-0 15.8.0 20-0-0
1-0-0 3-9.4 3.2.12 4A-0 4.4.0 44-0
54 MT20HS =
54 MT20HS =
3x4 = 3x4 =
54 MT20HS =
4x8 =
3xS =
Inc. Fri Apr 6 11.48:01 2018
3-94
Scale - 1.47.2
4x8 =
b
0
LOADING (psf)
TCLL 20.0
TCOL 10.0
BCLL 00 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017/TPI2014
CST.
TC 0.66
BC 094
WB 0.69
Matrix -MR
DEFL. in (loc) Udell L/d
Vert(LL) -0 24 12 >999 240
Vert(CT) -048 11-12 >678 180 Horz(
CT) 0.16 9 n/a n/a Wind(
ILL) 0.28 12 >999 360 PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
134 lb FT = 0% LUMBER-
BRACING - TOP
CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc purtins. BOT
CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 44-10 oc bracing. WEBS
2x4 SP No.3 REACTIONS. (
lb/size) 2=2302/03-8, 9=230210.3.8 Max
Horz 2=78(LC 12) Max
Uplift 2--868(LC 8), 9=-868(LC 9) Max
Grav 2-2357(LC 18), 9=2357(LC 17) FORCES. (
lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP
CHORD 2-3=-4659/1841, 3.4=-4542/1848, 4-5=-4082/1695, 5-6=4994/2080, 6.7=-4082/1695, 7-
8=4542/ 1848. 8-9=-4659/ 1841 BOT
CHORD 2-13=1632/4213, 12-13=2052/5020, 11-12=-2033/5001, 9-11=-1587/4155 WEBS
4-13=-268/1092,5.13=-1158/603,6-11=-11581603.7-11--268/1092 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; Cat. 11; Exp B; Encl., GCpi=
0.18; MWFRS (envelope) gable end zone, 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 240.0 wide w
ll fit between the bottom chord and any other members. This Item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2=
668, 9=868. electronically signed and 8)
Girder carries hip end with 7-0-0 end setback. Sealed by Lee, Julius, PE 9)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 590 lb down and 306 Ib up at using a Digital Signature. 20-
0-0, and 590 Ib down and 306 lb up at 7-" on top chord. The design/selection of such connection device(s) is the Printed copies of this 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 (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 copies. Uniform
Loads (plf) Julius Lee PE No.11669 Vert:
1-4-60, 4-7--131(F--71), 7-t 0=-60, 14-17=-44(F=-24) MiTek USA, Inc. FL Cart 6834 Concentrated
Loads (lb) Vert
4=-385(F) 7=-385(F) 8904 Parke East Blvd. Tampa FL 33610 Data:
April
6,2018 Q
wARN/NG - Verify design poramoters and READ NOTES ON THIS AND INCLUDED NUTEK REFEREN E PAGE AfM7473 rev. 149312015 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 D:
ding design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Adddronal temporary and permanent bracing MiTek" IskvaysrequlredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication,
storage, delivery, erection and bracing of (fusses and truss systems, see ANSVrPI7 Quality Crtlerrls, OSS49 and SCSI Building Component 6904 Parka East Blvd. Safely
Information available from Truss Plate Instltule, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36810
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 23828-TRAY
T13712224IPS02382A02HIP11
b Reference (optional)
Mid -Florida Lumber, Banow. FL.
1-"' 4-94
5x5 =
8.130 s Mar 112018 MTek Industries, Inc Fri
ID:RUpYTVXeE9zHNtbOXp4HTAy3nna-SFxu 4cvTLVnHNeyai
4.8.0 4-8.0 4-2-12
1 5x4 II 5x5 =
6 11:48:02 2018
4-94
Seine = 1:47.2
3x4 =
3x4 =
Sx8 =
3x4 =
3x4 =
7-04 136-0 19-11-12 27-0-0
t
7-04 6-5.12 6-5-12 7-04
1
LOADING (psf) SPACING- 2.0-0 CST. DEFL. in loc) I/dee L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 030 Vert(LL) 0.09 11 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.64 Ven(CT) 018 10-11 999 180 BCLL
00 Rep Stress Incr NO WB 0.15 Horz(CT) 0.07 8 file n/a BCDL
10.0 Code FBC2017/rP12014 Matrix -MR Wlnd(LL) 0.07 11 999 360 LUMBER -
TOP
CHORD 2x4 SP No.2 SOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 REACTIONS. (
Ib/size) 2=1140/0.3-8, 8=1140/0.3.8 Max
Horz 2=-97(LC 11) Max
Uplift 2=-317(LC 10), 8-317(LC 11) PLATES
GRIP MT20
244/190 Weight:
135 lb FT = gab BRACING -
TOP
CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins 80T
CHORD Structural wood sheathing directly applied or 7-3-6 oc tracing. FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP
CHORD 2-3-2004/857, 3-4=-1822/804, 4-5=-1626l771, 5-6=-1626/771, 8-7=1822/804, 7-
8=2004/856 BOT
CHORD 2-12=-658/1761, 11-12-450/1433, 10-11-450/1433, 8-10=-658/1761 WEBS
3-12-265/221, 4-12=-130/391, 4-11-134/372, 5-11=-278/173, 6-11= 1351372. 6.
10-130/391, 7-10-265/221 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=25tt; Cat. II; Exp 8; Encl.. GCpi=
0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 6 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 lb uplift at Joint(s) except ()t=lb) 2=
317, 8-317. This
item has been electronically
signed and sealed
by Lee, Julius, 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. Julius
Lee PE No. 34669 Well
USA, Inc. FL Cert 6634 904
Perks East Blvd. Tampa FL $3610 Date:
April
6,2018 QWARNING -
Va lly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 ew. 10/037015 BEFORE USE. Design
valid (or use only with MTek® connectors. This design Is based anti upon parameters shown, and Is for an Individual building component. not a
truss system. Before use, the building designer must venly, me theapplicabilityofdesignparametersand property InCorperala this design Into the overall building
design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members anti. Additional temporary and permanent bracing M iTe k' Isalwaysrequired (or stability and to prevent Collapse wan possible personal Injury and property damage For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, sea ANSITPI1 Quality Criteria, OSS42 and SCSI Building Component 6904 Parka East Blvd. Safely
Information available from Truss Plate Insiduta, 216 N. Lee Street. Suite 312, Alexandda, VA 22314. Tampa, FL 38810
Job Truss Truss Type Oty Ply PEMBROKE 2382E-TRAY
IpartSq/ T13712225
PS02382A D3 HIP 1 1
ob Re e e tionel
Mia-l-lonaa Lumber, Isanow, I-L.
5.9.4
o.r.wamar I LV to MIVCK
I D: RUpYT VXcE9zHNtbOXp4HTAy3nna-wR VGC
18-0-0 21-2.12
o 5.2.12
4x8 =.
04 =
088rf_V3d28 Wafs 11xOyP9FVzTSOw
27 0 0 28-0-0,
5-9 4 1-
Scale - 1:47 2
73 1L IV O
30 = '
1.5x4 11 3x4 = 3x4 3x8 = t.5x4 I) 30 =
LOAOING (psO
TCLL 20.0
TCDL 10.0
BCLL 00
BCOL 100
SPACING- 2-0-0
Plate Grip DOL 1.25
LumberOOL 1.25
Rep Stress Incr NO
Code FBC2017frP12014
CSI.
TIC 0.38
SC 0.60
WB 0.37
Matrix -MR
DEFL. in (loc) Well L/d
Vert(LL) -008 10-12 >999 240 Vert(
CT) -0.16 10A2 >999 180 Horz(
CT) 0.07 7 n/a n/a Wind(
LL) 0.07 12 >999 360 PLATES
GRIP MT20
244/190 Weight:
139 lb FT a 0% LUMBER-
BRACING - TOP
CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins. BOT
CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 7-3-12 oc bracing. WEBS
2x4 SP No.3 REACTIONS. (
lb/size) 2=1140/0-3-8, 7=1140/0.3-8 Max
Horz 2=117(LC 11) Max
Uplift 2=-338(LC 10), 7=-338(LC 11) FORCES. (
lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-1999/846, 3-4=A508f/00, 4-5=-1292/681, 5-6=-1509/700, 6.7=1999/846 BOT
CHORD 2-13=-635/1733, 12-13=635/1733, 10-12=-369/1292, 9-10=635/1733, 7-9=635/1733 WEBS
4-12=-115/384, 5-10=-115/384. 3.12=-513/307, 6.102-512/307 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, Cat. II; Exp B; Encl.. GCpi=
0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown;
Lumber OOL=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 bad nonconcurrent with any other live loads. 5) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will
fit between the bottom chord and any other members 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=
338, 7=338. This item has been electronically
signed and sealed
by Lee, Julius, 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. Julius
lee PE No. 34869 MITak
USA, Ina. Fl. Cart 68k 8904
Parka East Blvd. Temps Fl. 33610 0atc
April
6,2018 AWARNING -
Verify design parameters and READ NOTES ON THIS AND INCLUDED 69TEX REFERENCE PACE M11.7473 rev. 1M03401e BEFORE USE. Design
valid for use only wdh MITak® connectors. This design Is based only upon parameters shown, and Is lot an 4MMdual budding component, not a
truss system Before Use, the building designer must verify the applicability of design parameters and property Incorporate Ihla design Into the overall building
design 8rsdng Indicated Is to buckling of Individual trues web and/or Chord members only. Additional tamporery and permanent bracing M iTek' preventIs
always required rot subllily, and t0 prevent collapse with possible personal kQury and property damage For general guidance regarding the febrkatlon,
storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OS849 and SCSI Building Component 6904 Parka East BM Safely
Infotnrstlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 38810
Job Truss Truss Type 0ty Ply Park Sq/ PEMBROKE 23828-TRAY
I T13712228
PS02382A D4 HIP 1 1
ReferenceJobdoa
Mid-Flodda Lumber, Bartow, FL. S.130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 11:48:04 2018 Page 1
ID.RUpYTVXeE9zHNtbOXp4HTAy3nna-Pd3ePme99ylVXhoKhYAD1GAhavMbPV4dcejoxzTSOv
r1-0 0, 6-9-4 13-0-0 14-0-0, 20-2.12 27-" 28-0-0
it-00 6-94 8.2.12 1-00 6-2-12 6-9-4 1-0-0
4x8 =
4x8 =
1s 1d - .- V
3x4 = 1 5x4 II 3x4 = 1.5x4 II 3x4 =
3x4 =
30 =
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in floc) VdeO Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.08 13-16 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.18 13-16 999 ISO
BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.07 7 n/a n/a
BCDL 100 Code FSC2017/TPI2014 Matrix -MR Wind(LL) 0.09 13-16 999 360
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1140/03-8, 7-1140/0-3-8
Max Horz 2=136(LC 10)
Max Uplift 2=-355(LC 10). 7=355(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1954/841, 3-4=1351/659. 4-5=-1135/655, 5-6=-1351/659, 6-7=19541841
BOT CHORD 2-13=-619/1684, 12-13=-619/1684, 10-12=-293/1135, 9-10=619/1684, 7-9=-619/1684
WEBS 3-13=0/284, 6-9=0/284, 4-12=1521376. 5-10=-152/376. 3-12=-657/373, 6.10=-657/373
Scale - 1 53 0
2
orb
d
PLATES GRIP
MT20 244/190
Weight: 137 lb FT = 0%
Structural wood sheathing directly applied or 3.7-11 oc puffins.
Structural wood sheathing directly applied or 7-3-8 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3.Opsf; h=25tt; Cat. II; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 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 tell by 2-0-0 wide
will rd 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 jolnt(s) except (jt=lb)
2=355, 7=355.
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Lee PE No. U869
WTek USA, Inc. FL Cert 0834
6204 Parke Eat Blvd. Temps FL $3610
Date:
April 6,2018
QWARNIND - Vrffy doslgn parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE MII.1473 rev,. 10A11401e BEFORE USE.
Oeslgn valid for use only with MfTek* connectors This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system Before use, me building designer must verify my of appirstilbtdesignparameters and property Incorporate this design Into the overall bulkeng design
Bracing Indicated Is to prevent buckling or Individual truss web and/or chord members only AdddWal temporary and permanent bracing M iTe k' Is alwaysrequiredforstabilityariatopreventcollapsewonpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage,
delivery, erection and bracing of trusses and truss systems, sea ANSVTPI1 Quality CMaM, 03049 and SCSI Building Component 6904 Parke East Slid. Safety Information
available from Truss Plata Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314 Tamps, FL 36610
Job Truss Truss Type oty Ply Perk Sq/ PEMBROKE 2382E-TRAY
T13712227
PS02382A E1 HIP 1 1
Job Reference(Optional)
Mid-Flodda Lumber, Barlow, FL.
5xS MT20HS =
nM f- 13
8.130 s Mar 11 2018 MiTek Industries, Inc Fri Apr 6 11:48:05 2018
ID RUpYTVXcE9zHNIbOXp4HTAy3nna-tgdld6enmGIM
I1-t-0 15.5.0 19-9-0 22.114
4-4-0 4.4-0 4.4-0 3.2.12
30 = 30 = 4x4 =
4 5 a
1-0-0'
Scale = 145 6
44 = ._
12 .. 10
3PA =
3x8 =
5x5 =
3x6 =
6.9-0 13-3.0 19-9-0 2&9-0
6-9-0 6.8-0 68-0 7.0-0
Plate Offsets (X Y)- 13:0-3-0 0-2-01 111.0-2.8 0-3-41
LOADING (pso SPACING- 1-0-0 CST. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.51 V@n(LL) -0.17 11 >999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.35 10-11 >915 180 MT20HS 1871143
BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.12 8 n/a n/a
SCOL 10.0 Code FSC2017/TPI2014 Matrix-R Wind(LL) 0.22 11 >999 360 Weight: 132 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 4-10-2 oc bracing
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=1705/Mechanical, 8=1708/0-3-8
Max Horz 1-55(LC 13)
Max Uplift 1--725(LC 5), 8=715(1.0 9)
Max Grav 1=1930(LC 18). 8-1909(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3661/1480, 2-3=3690/1516. 3.4=-3311/1389, 4-5=4084/1707, 5-6=337311403.
6-7=374211537. 7.8=-3729/ 1500
BOTCHORD 1-12=1301/3220, 11-12=-1691/4055, 10-11=-1696/4086.8-10=-1294/3285
WEBS 3-12=-187/769, 4-12=-939/462, 5-10=-911/465, 6.10=-189/773
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; Cat. It: Exp B; Encl..
GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL-1.60 plate gnp 001-=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 nontoncurrent 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 M between the bottom chord and any other members. This Item has been
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) electronically signed and
1=725, 8=715. sealed by Lee, Julius, PE
9) Girder carries hip end with 7-0-0 right side setback, 6-6-0 left side setback, and 7-0-0 end setback. using a Digital Signature.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 590 lb down and 306 lb up at Printed copies of this
20-0.0. and 548 lb down and 284 lb up at 6-" on top chord. The design/selection of such connection device(s) is the
document are not consideredresponsibilityofothers
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the
signature must be verified
LOAD CASE(S) Standard
1) Dead F Roof Live (balanced): Lumber Increase=l 25, Plate Increase=1.25 Julius L99 PE No. 34669
Uniform Loads (plf) MiTek USA, Inc. FL Cart 6634
Vert: 1-13=-30, 3.13=101(F=-71), 3-6=-101(F=-71), 6-9=-30, 1-8-34(F=-24)
6904 Parka East Blvd. Tempe FL Mill094ConcentratedLoads (lb)
Van 6=-385(F) 13=-358(F)
April 6,2018
Q WARNING. Verily design parameters and READ NOTES ON "a$ AND INCLUDED MITEK REFERENCE PAGE 1111II.7173 rev. IWa3/201S BEFORE USE.
Design valid to use only with MfTek® connectors. This design Is based only upon parameters shown, and Is for an IndAMMusl building component, not
a 'Piss system. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
o:ding design. Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek'
Is tways 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 ANSVTPI11 Quality Criteria, OSS49 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 Truss Type oty Ply Park Sq/ PEMBROKE 23828-TRAY
T13712228IPS02382AE2HIP11
Job Reference (optional)
Mid -Florida Lumber, Bartow, FL. S.130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 11:48:06 2018 Page 1
10:RUpYTVXcE9zHNtbOXp4HTAy3nna-LOAPgSfOXa70m71gpzCh6hF4 kbn3RzN4wdgsgzTSOt
4-04 8.9-0 13-3-0 17-9-0 , 21-11-12 26.9-0 27-9.0
4-6 4 4.2.12 441-0 48-0 4-2.12 4-94 1-0-0
5x5 =
1.Sx4 II 5x5 =
Scale = 1.45 7
axe =
3x4 =
10
3x4 =
3x4 =
5x8 =
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) uden L/d PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.34 Vert(LL) -0.08 10 >999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.17 9-10 >999 180
BCLL 0.0 Rep Stress Incr NO WB 014 Horz(CT) 0.07 7 n/a n/a
BCDL 10.0 Code FBC2017/rP12014 Matrix-R Wlnd(LL) 0.07 10 >999 360 Weight: 132 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 7-5.11 oc bracing
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=1058/Mechanical, 7=1129/0-38
Max Horz 1=-106(LC 11)
Max Uplift 1--278(LC 10). 7=-317(LC 11)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=1890/812. 2-3=-1724/771, 3-4-1567/749, 4-5=-1567/749, 5.6-1756/776,
6-7=1950/823
BOT CHORD 1-11=-612/1619. 10-11=-428/1369, 9-10=431/1384, 7-9--625/1677
WEBS 3-11=-114/344, 3- 10- 134/374, 4-10=273/172, 5.10=-131/355. 5-9=118/373
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL=3.Opsf; h=25ft; Cat. 11; Exp 8; Encl..
GCpi=0.18: MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces S 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) Refer to girder(s) for truss to truss connections This item has been7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b)
1-278, 7=317. electronically signed and
sealed by Lee, Julius, 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.
Julius Lee PE No. 34969
MITsk USA, Ina. FL Cart 6634
6904 Parke East Blvd. Tamps FL 33810
Date:
April 6,2018
AwARNINO. Verify design parameters and READ NOTES ON TNIS AND INCLUDED AUTEK REFERENCE PAQE AW-7473 rev. 10N341015 BEFORE USE.
Design valid for use only with WT*k* 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
budding design Bracing Indicated is to prevent buckl4p of Individual Was web and/or atom members only Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent Collapse with possible personal Injury and property damage. For general guldsnce regarding the
fabrication, storage, delivery, erection and bracing of tmssas and truss systems, Bee ANSVTPII Quality Ci teria, OS82e and SCSI Building Component 6804 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexendds, VA 22314 Tamps, FL 36610
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 23828-TRAY
T13712229IPS02382AE3HIP11
Job Reference toptional)
Mid -Florida Lumber, Bartow, FL.
3
5.0-0
4x8 =
8.130 s Mar 112018 MiTek Industries. Inc. Fit Apr 6 11:48:07 2018
I D:000_IrPrX6A 17ixkOkOl H4y3oLu-pCkn2og21t7408 WvNhjwtvoCxSxConWJaNN01
4x8 =
5-2-12
30 = 12 11 -- 9 8 3x4
1 5x4 II 3x4 = 3x4 — 3xS = 1 5x4 II
1-0-0
Scale = 1.46.5
5.9.4 it-" i to-0-0 21.2.12 2744
5.9.4 5.2-12 5-0-0 5-2-12 5.94
Plate Offsets (X Y)- 11:0-2-0 Edael 13 0.5-4 0-2-0I 16:0.2-0 Edoel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0 O8 11 >999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.16 9-11 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 007 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Wnd(LL) 0.07 11 >999 360 Weight: 137 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 7.2.1 oc bracing.
WEBS 2x4 SP No 3
REACTIONS. (lb/size) 1-1068/Mechanical, 6=1139/0-3.8
Max Horz 1=-125(LC 15)
Max Uplift 1=-304(LC 10), 6=-339(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-19831840, 2-3=1484/693. 3.4=-1269/673, 4-5=-14831690, 5-6=19671823
BOT CHORD 1-12=-632/1698, 11-12=-632/1698,9-11=-363/1270,8-9=-614/1682,6-8=-614/1682
WEBS 2-11=-500/310, 3-11=-115/375, 4-9=111/373, 5.9=482/290
NOTES-
1) Unbalanced roof live loads have been considered for this design
2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h-25ft; Cat. 11; Exp B; Encl..
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces d MWFRS for reactions
shown; Lumber DOL=1.25 plate grip DOL-1.25
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide
Will rd 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 100 lb uplift at joint(s) except Qt=lb) This item has been1-304, 6=339.
electronically signed and
sealed by Lee, Julius, 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.
Julius Lae PE No. 34869
MITek USA, Inc. FL Cert 6834
6904 Parka East Blvd. Tampa FL 33810
Date:
April 6,2018
QWARNING - Verily design paameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI47472 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 appllcabllly of design parametem and property Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent budding of Individual truss web and/or Chord members onty. Additional temporary and permanent bracing M iTek'
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, ue ANSVTPII Quality Criteria, 031369 and SCSI Building Component 6904 Pena East Blvd.
Safety Information available from Trust Plata Institute. 216 N. Lee Street, Suite 312. AlexandM, VA 22314 Tamps, FL 36610
Job Truss Truss Type 0ty Ply Park Sq/ PEMBROKE 2382E-TRAY
I T13712230
PS02382A E4 HIP 1 1
Job Reference (optional)
Mid-Flonda Lumber, Bartow, FL.
0d
d
6 130 s Mar 11 2018 MiTek Industries. Inc Fill Apr 6 1148 06 Zola
6-2-12 '1-0-0' 6-2-12 6-9.4
44 =
44 =
12 11 9 a
3x4 = 1.5x4 II 3x4 = 1 5x4 II 3x4 =
3x4 =
3x4 =
LOADING (par) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.55 Vert(LL) 0.08 8-18 999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0 17 8-18 999 180
BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 007 6 n/a n/a
BCDL 10.0 Code FBC2017/rP12014 Matrix -MR Wind(LL) 0.09 8-18 999 360
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No 3
REACTIONS. (lb/size) 1=1069/Mechanical, 6=1131/03-8
Max Horz 1=-I49(LC11)
Max Uplift 1=-320(LC 10), 6=354(LC 11)
FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1884/820, 2-3=-1331/653, 3-4=1119/650, 4-5=-1333/654, 5-6=1934/835
BOT CHORD 1-12=-597/1613, 11-12=597/1613, 9-11=-288/1119, 8-9=-613/1666, 6-8=613/1666
WEBS 2-12=0/260, 5.8=0/283, 3-11=146/363, 4-9=-151/373, 2-11=-602/354, 5.9-655/373
Scale a V52.4
PLATES GRIP
MT20 244/190
Weight: 135 lb FT - 0%
Structural wood sheathing directly applied or 3.7-14 oc purlins.
Structural wood sheathing directly applied or 7-3-15 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=4.2paf; BCOL-3.0psf; h-25ft; Cat II; Exp B; Encl ,
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 6 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 bed nonconcuffent 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 tell by 2-0.0 wide
will rd 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 100 lb uplift at joint(s) except (jt=lb)
1=320,6=354.
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Lse PE No. UU9
MiTek USA, Inc. FL Cart 6634
62U Parks East Blvd. Tampa FL 33610
Date:
April 6,2018
QWARNING • verify design penmefers and READ NOTES ON THIS AND INCLUDED aarEN REFERENCE PAGE a111.7473 rev. 10 0312015 BEFORE USE.
Design valid for use only with MRek* connectors. This design Is based only upon parameters shown, and la for an Individual budding component, not
a truss system Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overact
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and pennanam bracing MiTek• is always required for stability and to prevent collapse with possible patsonel Injury and properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrtP11 Quality Collette, 05849 and SCSI Building Component 6904 Parke East Blvd
Safely Informallon available from Truss Plate Inshtute, 218 N. Lee Street, Suite 312. Mexandds. VA 22314. Tampa, FL 38810
Job Truss Truss Type City Ply Park SW PEMBROKE 2382E-TRAY
I T13712231
PS02382A F1 FLOOR 3 1
D Referenceoral
Mid -Florida Lumber, Bartow, FL
0.1-8
H 1III
4x5 =
lx3 =
lx3 = 4x4
1 2
t321
u. iju s mar n zui o mi i ex mausmes, inc, rn rtpr o n n:9o:vv Lu 1st raga i
ID JG33Jta6HOTIrUvgmf9DdOy3nnW-IbsXSUilgVNodSgIU6mOkKISHxYSGddpnusUT9zTSOq
1.64
Scale = 1:48.8
34 =
3x4 = 3x4 = 34 = 34 = 3x3 = 3x8 FP = 30 = 3x4 = 4x4 = 4xa
3 4 5 6 7 a 9 10 11 12 13
30 29 26 27 26 2524 23 22 21 20 19 18 17 16 15 14
1.5x4 II 4x8 = 04 = 3x5 = 3xa MT20HS FP = 18 11 24 II 2.6 II 34 11 10 11 3x5 = 4x4 = 4x8 = 3x3 II
3x4 = 3x3 = 3x9 11 3x3 = 3x4 =
17
27.34
27-3-4
Plate Offsets (X Y)- f 1 •Edae 0-1-81 f21.0-3-0 0.0.01 122 0-3-0 Edael
LOADING (psf) SPACING- 1-7-3 CSI. OEFL. in (loc) I/deb L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 091 Vert(LL) 0.71 21-22 >453 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 SC 093 Vert(CT) 0 98 21-22 >330 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.12 14 n/a n/a
BCOL 5.0 Code FBC2017/TPI2014 Matrix-R Weight 158 lb FT = 0%F, 0%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No. ID(flat) *Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oo purlins,
9-13. 2x4 SP No. 1(flat) except end verticals.
BOT CHORD 2x4 SP No. ID(flat) *Except* BOT CHORD Rigid ceiling directly applied or 10.0-0oc bracing. Except: 18-
26: 2x4 SP No 2(flat) 2-2-0 oc bracing: 25-27,17-19. WEBS
2x4 SP No.3(flat) REACTIONS. (
lb/size) 30=118510-7-8, 14=118510.3.8 FORCES. (lb) - Max Comp /Max. Ten - All
forces 250 (lb) or less except when shown. TOP CHORD 1-30=1179/0, 13-
14=1178/0, 1-2=1190/0, 2-3--3192/0, 3-4=4701/0, 4-5=6056/0, 6713/0, 6-7--6922/0, 7-
8--6724/0, 8-10=-6075/0, 10-11=-4733/0, 11-12=-3236/0, 12-13=-1243/0 BOT CHORD 28-
29=0/2309, 27-
28=0/4045, 25-27-0/5468, 23-25=0/6499, 22-23=0/6922, 21-22=0/6922, 20-21=0/6922, 19.20=0/
6514, 17-19=0/5494, 16.17=0/4083, 15-16=0/2360 WEBS 1-29=0/1617, 2-29=
1558/0, 2-28=0/1227, 3-28=-1187/0, 3-27=0/912, 4-27=-1065/0, 4-25=0/799, 5-25=-600/
0, 5-23=0/454, 6-23 =6531222, 6-22=285/317, 13-15=0/1655, 12-15=1553/0, 12-16=0/
1218, 11-16=-1177/0, 11-17=0/904, 10-17=1057/0, 10-19=0/790, 8-19=-595/
0, 8-20=0/450, 7-20=-644/233, 7-21=-291/312 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 3-110d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. This Item lies been 4) CAUTION, Do not erect truss backwards. electronically signed and sealed by Lee, Julius,
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. Julies Lee PE
No. 31666 MiTek USA,
Inc. FL Cart 6634 6204
Parka Ent Blvd. Tampa FL 32410
Date: April 6,2018 AWARNINO - Verity design
parameters
end READ NOTES
ON TMS AND INCLUDED WTEK REFERENCE PA E 111I1.7473 rev. I8934016 BEFORE USE. Design valid for use, only with MrrekB
connectors This design Is based only upon parameters shown, and is for an Individual building component, no a truss system. Safam use, the bulldog
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 trans web and/or aldd members only. Additional temporary and permanent bracing M iTek' Is always required for stability and topreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of
trusses and truss systems, see ANSVIPII Quality Crites. OSB49 and SCSI Building component 6904 Pit" East Blvd Safety Information available from Truss Plate Institute.
216 N Lee Street. Suite 312. Mexandria, VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Perk Sq/ PEMBROKE 2382B-TRAY
JPly T13712232
PS02382A F2 FLOOR 4 1
D rnail
Mid -Florida Lumber. Barlow. FL.
0-t-0
H 1F3-0
3x4 =
2
a.130 s Mar 11 2018 MI1 ex Industnes, Inc, 1-n Apr 6 11:46:13 2016 Page 1
ID:onWk7XR53jO1ol56V9OmMVy3oLs-eM62ldptjuD63 3ptgKvA2DTYymCTPPhVghcwzTSOm
1t—t4
Scale = 1:32.4
34 = 34 = 1x3 II 1x3 II 34 = 3x3 = 3x4 = 4x8 =
3 4 5 6 7 8 9 10
1.50 II 4x8 = 3x4 = 3Y3 = 3x3 = 34 = 3x3 = 3x4 = 4x8 = 3.3 II
19.4.4
Plate Offsets (X.Y)- f 1:Edne.0.1-81
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. In (loc) Vdefl L/d PLATES GRIP
TCLL 400 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -031 15-16 >742 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 SC 0.76 Vert(CT) -0 42 15-16 >540 240 SCLL
0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.07 11 n/a n/a BCDL
50 Code FBC2017/TPI2014 Matrix-R Weight. 101 lb FT - O%F, 096E LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2(flet) TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, BOT
CHORD 2x4 SP No.l(flat) except end venicals. WEBS
2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (
ID/size) 20-1047/0.7-8,.11=1047/Mechanical FORCES. (
lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD 1-20=-1041/0, 10-11-1041/0, 1-2=1018/0, 2-3=-2621/0, 3.4=-3621/0, 4-5=4102/0, 5-
6=4102/0, 6-7-4102/0. 7-8=3640/0, 8-9=2654/0. 9-10-1063/0 BOT
CHORD 18-19=0/1967, 17-18=0/3249, 16-17=0/3968, 15.16=0/4102, 14-15=0/3978, 13-14=0/3274, 12-
13=0/2008 WEBS
10.12=0/1415, 1-19=0/1384, 9-12=1315/0, 2-19=-1320/0, 9-13=0/898, 2-18=0/910, 8-
13=-862/0, 3-18=-873/0, 8-14=0/509, 3.17=0/518, 7-14=-471/0, 4-17=-481/0, 7-
15=-184/485.4-16=-174/495 NOTES- (
5) 1)
Unbalanced floor live loads have been considered for this design. 2)
Refer to girder(s) for truss to truss connections. 3)
Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-110d (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)
Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements 17
This
item has been electronically
signed and sealed
by Lee, Julius, 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. Julius
Lee PE No. 34869 I
iTek USA, Inc. FL Ceft 8834 6904
Parke Ent Blvd. Tamps FL 13610 Date:
April
6,2018 WARNING -
Verify design parameters and READ NOTES ON 710S AND INCLUDED MITEx REFERENCE PAGE 11111.7472 rev. 1"112013 BEFORE USE. wwww
Design
valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an indtmual building component, not El atrusssystem. Before use, the building designer must verify the applkabaity of design parameters and property Incorporate this design Into the overact busting
design. SWIng Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' IsalwaysrequiredforstabadyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication,
storage, delivery. erection and bracing of trusses and truss systems, see ANSVIPI1 Quality Cnteds. OS1349 and SCSI Building Component 6904 Parke East Blvd. Safety
Information available from Truss Plate Institute, 218 N Lee Shoat. Suite 312, Alexandria, VA 22314. Tamps, FL 36610
Job Truss Truss Type City Ply Park Sq/ PEMBROKE 2382E-TRAY
T13712233
PS02382A F3 FLOOR 5 1
Job Reference (optional)
Mid-Flonda Lumber, Barlow, FL. 6 13u s mar n zu1 n mi f ex Industries, me Fri Apr b i i:46: i4 40td rage f 10:
oSdR WDb12hbaTeULKMgSADy3nnV-6Z(OWBIRe l O4jDZFH(LZRNaPdyiNxmYw9ZF8MzTS01 0.
1.8 Hi
1-3-0 state•
are•=1• 4x4
1x3 =
1x3 =
3x4 = 3x3 = 3x3 = 1x3 11 1x3 II 3x3 = 3x3 = 3x4 = 4x6 = 1
2 3 4 5 6 7 6 9 10 2
1
1.
50 II 4x6 = 3x4 = 3x3 = 34 = 3x3 = 34 = 3x4 = 4x6 = 3x3 II I
18.
11.12 1&
11.12 Plate
Offsets (X Y)- I1 •Edge 0-1-81 LOADING (
psf) SPACING- 2-0-0 CSI. OEFL. in loc) Udell Ud PLATES GRIP TCLL
40.0 Plate Grip DOL 100 TC 0.56 Vert(LL) 0 29 15 786 360 MT20 2441190 TCOL
10.0 Lumber DOL 1.00 BC 0.73 Vert(CT) 0.39 15 572 240 BCLL
00 Rep Stress Incr YES WB 0.66 Horz(CT) 0.07 11 n/a n/a BCDL
5.0 Code FBC2017/rP12014 Matrix-R LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2(flat) TOP CHORD BOT
CHORD 2x4 SP No.l(flat) WEBS
2x4 SP No.3(flat) BOT CHORD REACTIONS. (
lb/size) 20=1027/0-7-8, 11=1027/Mechanical FORCES. (
Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 1-20=-1020/0, 10-11=1020/0, 1-2=996/0, 2-3=2556/0, 3-4=-3514/0, 4-5=-3947/0, 5-
6=3947/0, 6-7=-3947/0, 7-8=-3532/0, 8-9-2588/0, 9-10=1040/0 BOT
CHORD 18-19=0/1924, 17-18=0/3163, 16-17-0/3840, 15.16=0/3947, 14-15=0/3850, 13-14=0/J187, 12-
13=0/1964 WEBS
10-12=0/1384, 1-19=0/1353, 9-12-1285/0, 2-19=-1291/0, 9-13=0/868, 2-18=0/880, 8-
13=-832/0, 3-18=-844/0, 8.14=0/480, 3-17=0/489, 7-14=-442/0, 4-17=-452/0, 7-
1 5=- 193/423, 4-16=- 184/432 Weight,
100 lb FT - 0%F, O%E Structural
wood sheathing directly applied or 5-10-12 oc puffins, 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)
Refer to girder(s) for truss to truss connections. 3)
Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1Od (0 131" X X) nails. Strongbacks
to be attached to walls at their outer ends or restrained by other means. 4)
CAUTION, Do not erect truss backwards This
item has been electronically
signed and sealed
by Lee, Julius, 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. Julius
Lee PE No. 34869 fdiTek
USA, Inc. FL Cert 8634 004
Parke East Blvd. Temps FL 33610 Date:
April
6,2018 O
WARNING • Verify design parameters and READ NOTES ON rrOS AND INCLUDED MITEx REFERENCE PAGE Mn•7473 rev. 1410=016 BEFORE USE. Design
valid for use only with MRek* contractors This design Is based only upon parameters shown, and is for an Individual building Component• not a (
fuss system. Before use. me building designer must ver0y the applicability of design parameters are property Incorporate this design Into Iha overall buading
design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members ony, Addalonal temporary and permanent bracing WOW Isalways (squired for stability and to prevent Collapse with posslde personal Injury and property damage For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems. tea ANSVTPI/ (justify Criteria, OS849 and BCSI Building Component 6904 Parke Fast Blvd Safety
Information available from Truss Plate Insdtule. 218 N. Lae Street, Suite 312. Ale andda, VA 22314 Tampa. FL 36610
Job Truss Truss Type Oty Ply Perk Scil PEMBROKE 2382E-TRAY
T13712234
PS02382A F4 FLOOR 3 1
e u all
Mid-Flodda Lumber, Bartow, FL.
t-0
4x6 = 3x5 =
1 2
8 130 s Mar 11 2018 MiTek Industries, Inc Fri Apr 6 11:48:15 2018 Page 1
I D:oSdR W Dbl2hbaTeULKMgSADy3nnV-alDojXm3PL8xLN7SrMto_b7UdMargM9i9pJohozTSOk
1f =12 I ah8
Scale - 1 34 4
4x4 =
1x3 =
3x3 = 18 FP = 10 = 14 II 3x3 = 3x3 = 34 = 3x5 = ba =
3 4 5 8 7 a 9 10 11
3X3 11 4x5 = 3x5 = 34 = 34 = Ix3 II 3x3 = 310 = 3xS MT20HS FP = 4x5 = 1.5x4 II
1.Sx4 SP =
3x5 =
LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In (loc) Udefl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) 0.39 17-18 628 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) 0.53 17-18 457 240 MT20HS 187/143
BCLL 00 Rep Stress Incr YES WB 0.72 Horz(CT) 0.08 12 n/a nla
BCDL 50 Code FBC2017/TPI2014 Matrix-R
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD
BOT CHORD 2x4 SP No. 10(flat)'Except'
12-15: 2x4 SP No.2(flat) BOT CHORD
WEBS 2x4 SP No 3(flat) 'Except'
1.23,11-12: 2x4 SP No 2(flat)
REACTIONS. (lb/size) 23= 11 14/Mechanical, 12=I I14/0.7-8
FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown
TOP CHORD 1-23=1106/0, 11-12=-1107/0, 1-2=1137/0, 2-3=-2868/0, 3-5=-3981/0, 5-6=4634/0,
6.7=4634/0, 7-8=-4546/0, 8-9=3972/0, 9-10--2829/0, 10-11--1090/0
BOT CHORD 21-22=0/2152, 20-21=0/3553, 19-20=0/4402, 18-19=0/4634, 17-18=0/4634, 16-17=0/4403,
14-16=0/3521, 13-14-0/2 109
WEBS 11-13=0/1482, 1-22=0/1514, 10.13=1417/0, 2-22=1412/0, 10-14=0/1002, 2-21=0/996,
9-14=-962/0, 3-21=-952/0, 9-16=0/628, 3-20=0/596, 8-16--599/0, 5-20=-585/0,
8-17=-43/378, 5.19=113/603, 7-17=431/218
25 p
24 ¢^
Weight: 107 lb FT = O%F, OOAE
Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing: IS- 19.17-18,14-16.
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
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 wells 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 Lee, Julius, 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.
Julius Lee PE No. UN9
Welt USA, Inc. FL Cart 86U
8981 Parke East Blvd. Tampa FL 33818
Oats:
April 6,2018
QWARN/NG - Vrffy design pammerrs and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Ma-7473 rev. 1003/2015 BEFORE USE.
wwwe
Design valid for use any with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual buUding component• not
matrusssystem. Before use, e building designer must verity me applicability design parameters and properly Incorporate this design into the overall
building design. 8nctng Indicated Is ro prevent buckling of Individual truss web and/or chard members only Additional temporary and permanent bracing M iTe k' Is always required for stabUdy 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, sea ANSVrPI1 Quality Criteria. DS849 and SCSI Building Component 6904 Parke Fast Blvd
Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 31Z Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type City Ply Perk Sq/ PEMBROKE 2382E-TRAY
T13712235
PS02382A F5 FLOOR 1 1
b eee i al
Mid-Flonda Lumber, Banow, FL.
1-3-0 0.10.12 I
06 = 04 = 3x10 = 34
1 2 3 4
a 13U s Mar 11 ZUIa MI lel( mausmes, Inc, rn Apr o 1 r90 to xv to rage i
10:oSdRWDb12hbaTeULKMgSADy3nnV-2xnBxtnhAeGozXieO4OlWogfOm TPo4rOT2LDFzTSOi
1.4.0—i 0-ke
Scale = 126.8
3x3 = 3x3 II 30 =
5 6 7
4x4 =
tx3 =
3x4 = 1x3 =
e 9
IIS o oa a L1
a,I lll,oe •e'. sue_
taai.IYaaaaaaaaaY--ar
34 II 4x6 = 4x10 = 34 = 3x3 = Ix3 II 3,61 = 3x4 = 44 = 1 5x4 II
t
3-f0-0 9-t0A 10-74
fi ,
17.2.12
3-10-0 OA 12 743
Plate Offsets (X Y)- f 1 •Edna 0.1-81 13.0.4-8 Edael f9 0-1-8 Ednel f 17:0-4-8 Edael
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Ven(LL) -0 25 14-15 >797 360 MT20 244/190
TCOL 10.0 Lumber COL 1.00 BC 0.76 Vert(CT) -0.35 14-15 >582 240
SCLL 0.0 Rep Stress Ina NO WB 0.81 Horz(CT) 005 10 rile n/a
SCOL so Code FBC2017/TPI2014 Matrix-R
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1(88t) TOP CHORD
SOT CHORD 2x4 SP DSS(Oat)
WEBS 2x4 SP No.3(8at) BOT CHORD
REACTIONS. (lb/size) 19=123610-3-0.10=1015/0-7-8
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-19=-1228/0, 9-10=-1014/0, 1-2=1272/0, 2-3=-3149/0, 3-4=-3540/0, 4-5=-3836/0,
5-6=3666/0, 6-7=-3666/0, 7-8=-2490/0, 8-9=992/0
BOT CHORD 17-18=0/2409, 16.17-0/3181, 15-16=0/3858, 14-15=0/3666, 13-14=0/3666, 12-13=0/3110,
11-12=0/1899
WEBS 3-17=-447/0, 1-18=0/1694, 2-18=1581/0, 2-17=0/1133. 9-11=0/1349, 3-16=0/475,
8-11=-1261/0, 4-16=443/0, 8-12=01822, 7-12=-861/0, 5-15=-234/459, 7-13=0/911,
6.13=-334/0, 5-14=-321/37
21
20
Weight 96 lb FT = 0%F, O%E
Structural wood sheathing directly applied or 5-4-6 oc punins,
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) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each thus 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, Co not erect truss backwards.
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00. Plate Increase=1.00
Uniform Loads (pit)
Vert 10-19=10, 1-9-100
Concentrated Loads (lb)
Vert: 17-390
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Lot PE No. 34669
1UTek USA, Inc. FL Cart 6634
6904 Parka East Blvd. Temps FL 32610
Date:
April 6,2018
QWARNING - verity design parameters and READ NOTES ON rids AND INCLUDED AGTEK REFERENCE PAGE 1111114473 rev 14602/2016 BEFORE USE.
Design valid for use only with M(Tek® Connectors. This design Is !used only upon parameters shown, and Is for an Individual buiding component, not
a truss system. Baton use, the building designer must verily the appibabibty, 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 iTek' 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, sea ANSIrTPI/ Quality Criteria, DS829 and SCSI Building Component 6904 Parke East Blvd.
S4foy Information available hom Truss Plata Institute, 218 N Lee Street, Suite 312. Alexandria. VA 22314. Tamps, FL 38610
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382E-TRAY
T13712236
PS02382A F6 FLOOR 1 1
o all
Mid -Florida Lumber, Banow. FL. a.130 s Mar 11 201a Mtfex Industries, Inc. I-n Apr 5 11:413:10 tote Page 1
ID:M9eWDSMDLgT1LEVd2SERwy3oLq-2xnBxtnhAeGozXieO4O1WogmKm cPuprOT2LDFzTSOj
113 11 —4-12 I--I-
Scale - 122 2
3x4 =
1x3 =
34 = 3x3 = 14 II 34 = 34 = 1x3
1 3xe — 2 3 4 5 6 7
ur1
V4 I •
Ir_e i .r. .ra
som rA
Y Y Y-i Y Y Y-
3x3 II 3x4 = 3rf3 = tx3 II 34 = 3x3 =
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdefl Ud
TCLL 40.0 Plate Grip OOL 100 TC 0.41 Ven(LL) 0.10 10-11 999 360
TCDL 10.0 Lumber OOL 1.00 BC 075 Vert(CT) 0.14 10-11 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.03 8 n/a n/a
SCOL 5.0 Code FBC2017/TPI2014 Matrix-R
LUMBER- BRACING -
3x4 = 1x3 II
PLATES GRIP
MT20 244/190
Weight 71 lb FT - O%F, O%E
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins,
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) 15-720/0-3-8, 8=720/0.7-8
FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=715/0, 7-8--713/0, 1-2=-693/0, 2-3-1602/0, 3_4=-1918/0, 4-5=1918/0. 5-6--1591/0, 6-7-664/0
BOT CHORD 13-14=0/1299, 12-13=0/1918. 11-12=0/1918, 10-11=0/1865, 9-10=0/1279
WEBS 7-9=0/902, 1-14=0/923, 6-9=-856/0, 2-14=-842/0, 6-10=0/434, 2-13=0/431, 5-10=-381/0, 3-13=504/0,
5-11=-122/308
NOTES- (4)
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 Y') nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means
3) CAUTION, Do not erect truss backwards.
4) Truss Is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements.
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Lee PE No. U%9
MiTek USA, Inc. FL Cert 81131
6904 Parks East Blvd. Tampa FL 33610
Date:
April 6,2018
AWARWNG - VaAfy design parameters and READ NOTES ON INS AND INCLUDED MIIEK REFERENCE PAGE MI147473 rev. 1"312015 BEFORE USE.
Oesign valid for use only with MlTalt® connector$ This design Is based only upon pararmtere shown, and Is for an Individual building component, not
truss system Before use. the budding designer must verity the applicablury of design parameters and property Incorporate this design Into the overall
eulkeng design Bracing Indluted Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M 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 ANSVTPII Quality Criteria, OSB42 and SCSI Building Component e904 Parks East BIM
Safety Information available hornTruss Plate Institute. 21e N. Lee Slraet, Suite 312. Mexandds, VA 22314. Tamps, FL 36610
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382&TRAY
1 T13712237
PS02382A F7 FLOOR 3 1 Job
Reference clfo Mid -Florida
Lumber, Bartow, FL. 1f.0
ti.lju
s mar n zulo mueK mausmes. Inc rn Ppr o t l:go:to zuto rage i ID:M9eVYDSMbLgT1LEVdZSERwy3oLq_
KvxLZpxiGWWCrs1WV0VbD15HZ(NtoD8mXSH7ZTSOh 0" Scale -
1.
22.4 3x4 = lx3
3x3 =
3x3 =
1x3 II 3x3 = 3x3 = 1x3 = 1 3x8
2 3 4 5 6 7 z7Kz:&z -
15 14
13 12 11 10 9 3x3 II
3x4 = 3x3 = tx3 II 3x3 = 3x3 = 3x4 = 1.311 13.64
r 13-
6-
4 Plate Offsets (
X Y)— 17.0.1-8 Edaei LOADING (pso
SPACING- 2.0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 40.
0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.11 10-11 >999 360 MT20 244/190 TCDL 10.
0 Lumber DOL 1.00 BC 079 Vert(CT) -0.15 10-11 >999 240 BCLL 0.
0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.03 8 n/a n/a BCDL 5.
0 Code FBC2017frP12014 Matrix-R Weight: 71 lb FT = 0%F, 0%E LUMBER- BRACING -
TOP CHORD
2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, 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) 15=726/Mechanical, 8=726/0-7-8 FORCES. (lb) -
Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD
1-15=722/0, 7-8=-720/0, 1-2=701/0, 2-3=1624/0, 3-4=-1953/0, 4-5=-1953/0, 5.6=-1613/0, 6-7=-671/0 BOT CHORD
13-14=0/1313, 12-13=0/1953, 11-12=0/1953, 10.11=0/1893, 9-10=0/1294 WEBS 7-
9=0/912. 1-14=0/933. 6-9=-86610. 2-14-851/0, 6-10=01444, 2-13=0/443, 5-10=-389/0, 3-13=523/0, 5-11=-
117/323 NOTES- (5)
1) Unbalanced
floor live loads have been considered for this design. 2) Refer
to girder(s) for truss to truss connections. 3) Recommend
2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means. 4) CAUTION,
Do not erect truss backwards 5) Truss
is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. This item
has been electronically signed
and sealed by
Lee, Julius, 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. Julius Lee
PE No. 34669 MiTek USA,
Inc. FL Cert 6634 6104 Parke
East Blvd. Tampa FL 33610 Date: April
6,
2018 AWARNING • Verily
design parameters and READ NOTES ON TNIS AND INCLUDED earrEK REFERENCE PAGE M/F7473 rev. 1060MOfS 6EFORE 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 trues
system. Galore use, the building designer moat verify the applicability 01 design parameters and property Incorporate this design Into the overallOu"ding designBracingIndicatedIstopreventbucklingofIndivWttaltrussweband/or chord members only. Additional temporary and permanent bracing M iTe k' Ia 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 ANSIrrPI1 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information
available from Truss Plate Institute, 21a N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382E-TRAY
T13712238IPS02382AF8FLOOR31
Job Reference (optional)
Mid -Florida Lumber, BenOw, FL. 5.130 s Mar 11 2010 Mi lek Industries, Inc. I-n Apr d 11:45:19 2010 Page 1
IO:rMBtmZT_MeoKfVphBHzT 8y3oLp-SWTJZupaTZeNq_RD4Cxk8RIHdzlHcfmH4RHOgazTSOg
1I3.0 F 1-0—t Olaf
Scale = 1 21 A
1 3x8 =
3x3 =
2
3x3 = Ix1l II 34 =
3 4 5
3x3 =
6
3x4 =
tx3 =
71x3 =
34 II 30 = 34 = tx3 II 34 = 34 = 30 = Ix3 II
LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 40.0 Plate Grip OOL 100 TC 0.41 Vert(L-) 0.08 10-11 999 360 MT20 2441190
TCOL 100 Lumber OOL 100 SC 0.62 Ven(CT) 011 10-11 999 240 BCLL
0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.02 8 We n/a BCOL
5.0 Code FBC2017/TPI2014 Matrix-R Weight: 70 lb FT = O%F, 0%E LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2(flat) TOP CHORO Structural wood sheathing directly applied or 6.0-0 oc punins, SOT
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. (
Ib/size) 15=699/0.3.8, 8=699/0.7-8 FORCES. (
lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown TOP
CHORD 1-15=694/0, 7-8=693/0, 1-2=-670/0, 2-3=1535/0, 3-4=-1816/0, 4-5=1816/0, 5.6=-1525/0, 6.7=-642/0 BOT
CHORD 13-14=0/1256, 12-13-0/1816, 11-12=0/1816, 10.11-0/1780, 9-10=0/1235 WEBS
7-9=0/873, 1-14=0/893, 6-9=-825/0, 2-14=-815/0, 6-10=0/403, 2-13=0/395, 5-10=-356/0, 3-13=445/0, 5-
11=136/268 NOTES- (
4) 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. 4)
Truss Is designed with, and confirms to the 2007 Flonda Building Code w/2009 supplements. This
item has been electronically
signed and sealed
by Lee, Julius, 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. Juhue
Lee PE No.11669 WTek
USA, Inc. FL Cart 6694 1101
Parka East Blvd. Tampa FL $3610 bate:
April
6,2018 Q
wARNINO - Verify design parameters and READ NOTES ON TMS AND INCLUDED NITEK REFERENCE PAGE NO.7473 rev. 1"341015 BEFORE USE. Oesign
valid for use anti with Mf rak® connectors. This design Is based only upon parameters shown, and Is for an IndtMusl building Component, not a
truss system Before use, the building designer must vent' Ina 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 chard members only. Additional temporary and permanent bracing M iTek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, OS840 and SCSI Building Component 8304 Parke East BIM Safety
Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 38810
Job Truss Truss Type Oly Ply Perk Sq/ PEMBROKE 23828-TRAY
Tt3712239IPS02382AF9FLOOR21
Job Reference loptionall
Mid -Florida Lumber, Banow, FL
1 1.3.0
It, 1:AI a Mar 11 Lu10 MI I ex industries, inC Fri NPr 0 11 40 zu Lu 10 raga r
I D:uz46LtSiq 1 YcOBgJ3sx?vjy3oLr-xi 1 hmEgCEtmES80PdwSzhegRONM6LhORI50ZMOzTSOf
1.04 0-0
Scale = 133 9
34 =
lx3
3x3 = lx3 II 3x3 = 3x8 FP= 3x8 = 3x3 = 3x3 = 1x3 II 3x3 = 34 = 1x3 =
2 3 4 5 6 7 8 9 10 11 12
EVENaIn. PA /I&E i 1: OF
II
fx3 II 3x3 = 3x3 = lx3 II 3x3 = 3x3 II 4x4 = 13 = lx3 II 31A = 34 FP = 3x3 = tx3 II
3x3 =
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) 0.07 15-17 999 360 MT20 2441190
TCDL 10.0 Lumber DOL 100 BC 0.65 Vert(CT) 0.10 15-17 999 240
SCLL 0.0 Rep Stress Ina YES WB 0.47 Horz(CT) 0.01 13 n/a Na
BCDL 5.0 Code FBC2017/TP12014 Matrix-R
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(ftat) TOP CHORD
BOT CHORD 2" SP No.2(flat)
WEBS 2x4 SP No 3(flat) BOT CHORD
REACTIONS. (lb/size) 26=238/0.3.8, 13=605/0-7-8, 21=1357/0.7-8
Max Uplift 26=31(LC 4)
Max Grav 26=335(LC 3), 13=619(LC 4), 21=1357(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-26=-332/27, 12-13=-611/0, 2-3=-369/329, 3-4=-369/329, 4-6-14/582, 7-8=-950/0,
8-9=1357/0,9-10=-1357/0, 10-11=-1278/0, 11-12=553/0
BOT CHORD 24-25=-1411458. 23-24--329/369, 22-23=329/369. 21-22=-922/0, 20-21=-92210. 19-20=0/
576, 18-19=0/1357, 17-18=0/1357, 15-17=0/1444, 14.15=0/1066 WEBS 12-14=
0/752, 11-14=-713/0, 11-15=0/295, 10-17--2581103, 6-21=-1321/0, 1-25 68/338, 2-25=-291/
126, 2-24=-363/0, 6-22=0/620, 4-22-655/0, 6.20=0/978, 7-20=907/0, 7-19=0/
547.8-19=-586/0 28 q 27
Weight: 108
lb
FT 2 O%F, C%E Structural wood sheathing
directly applied or 6-0.0 oc purlins, except end venicals
Rigid ceiling directly
applied or 6-0-0 oc bracing. NOTES- (5) 1)
Unbalanced Boor
live loads have been considered for this design. 2) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 26 3) Recommend 2x6
srongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means 4) CAUTION, Do
not erect truss backwards 5) Truss is
designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. This item has
been electronically signed and
sealed by Lee,
Julius, 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. Julius Lie PE
No. 34868 MITek USA, Inc.
FL Cart 6634 490/ Parka East
Blvd. Tampa FL 31610 Date: April 6,
2018
O WARNING - Vault'
design peramerors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ma-1/73 mv. 1M1l1013 BEFORE USE. sesses Design valid
for
use only with Mrraklb connectors This design Is based only upon parameters spawn, and Is for an Individual building component. not a truss system
Before use, Ina building designer must vent' the applicability of design parameters and property Incorporate this design Into me overall bullCing assign. Bntlnp
kWlcaled Is to prevent buckling of Individual truss web and/« chord members only. Additional Temporary and permanent bracing M iTe k' I,always requiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance tagalong the fabrication, storage, delivery,
exaction and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OS849 and SCSI Building Component 8904 Parke East Blvd Safety Information available
from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 223 M Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382E-TRAY
T13712240IPS02382AF10FLOOR11
Job Reference (optional)
Mid -Florida Lumber, Bartow, FL. 6.130 s Mar 11 2010 Mi l ek Industries, Inc. Fn Apr 0 11.40:10 2015 Page 1
ID•uz46LISlg1YcOBgJ3sx?viy3oLr-DnOvgpiwboVfFcFU2pHdHXOgRL5k?8fz?Xbl?bzTSOp
1 3.0 1.3.12 0"
Scale - 1:17.9
34 = 3x4 II 34 =
34
1x3 =
1 3x6 — 2 3 434 — 5 e,x3 =
34 11 34 = 4x4 = 14 II 34 =
12
16-0 2.6-0 1$-12 1.3.0 26.0 1-46 0-1
Plate Offsets (X Yl— 111 0-1-8.Edgel
LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 400 Plate Grip DOL 100 TC 0.76 Ven(LL) 000 8 "" 360 MT20 244/190
TCDL 100 Lumber DOL 1.00 BC 007 Vert(CT) -0.00 11-12 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.00 7 n/a n/a
BCDL so Code FBC2017/TPI2014 Matrix-R Weight. 58 lb FT = C%F, 096E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(8at) TOP CHORD Structural wood sheathing directly applied or 10.0-0 oc purlins,
BOT CHORD 2x4 SP No.2(8at) except end verticals.
WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing
REACTIONS. All bearings 10-8-4
lb) - Max Grav All reactions 250 lb or less at joint(s) 13, 7, 7 except 8=308(LC 1), 9=356(LC 1). 12=315(LC 1),
11=2619(LC 1), 10=319(LC 1)
FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown.
WEBS 5.8=-342/0, 5-9=-398/0, 2-12=369/0. 2.11--331/0, 3-11=-2384/0, 4-10=-316/0
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 T') nails
Strongbacks to be attached to walls at their outer ends or restrained by other means.
3) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=l 00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 7-13=5, 1-6=-174
Concentrated Loads (lb)
Vert,3=-2296
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Lee PE No. 34969
MITek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 6,2018
AWARNINO - Verify design parameters and READ NOTES ON Ties AND INCLUDED ANTEK REFERENCE PACE M/l-7473 rev 10M3/2015 BEFORE USE.
Design valid for use only with WSW connectors This design Is based only upon parameters shown, and Is for an Individual budding component, not
a truss system. Before use, the budding designer must verity, the applicability of design parameters and properly Incorporate this design Into the averse
building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Adddlonal temprary and permanent bracing M iTek' Is always required for etabedy and to prevent collapse On possible personal Injury and property damage For general guidance regarding the
fabrication, storage, deilvery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Crlterla, OS842 and SCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate Institute. 210 N. Lee Street. Suite 312. Mexandds, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382E-TRAY
T13712241
PSO2382A F11 FLOOR 2 1
Job Referenoe o to I
Mid -Florida Lumber, Bartow, FL
0.1.8
H F 1 3 —I
3x4 =
2
34
3
a.1su s mar it zu1 c ml t ex mausmes, roc. rn twr o 1 1:9o- 1 1 zu la raua i
I0:uz46LtSjq 1 YcOBgJ3sx7,4y3oLr-h_It9jYL6eWsmggcXospMTIGEkZj6EBLbX t zTSOo
1f— 5.0
3x3 = 1x3 II tx3 II 3x3 =
4 5 6 7
Scale - 133 0
3x3 = 3x4 = 44 =
6 9 10
q4
1 5x4 II 4x6 = 30 = 3x3 = 3x3 = 3x3 = 3x3 = 3x4 = 4x6 = 3.3 II
LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0 33 15-16 >709 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Veft(CT) -0 45 15-16 >516 240
BCLL 00 Rep Stress Incr YES WB 0.69 Horz(CT) 008 11 n/a n/a
BCDL so Code FBC2017/TPI2014 Matrix-R Weight. 102 lb FT = 0%F, 0%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins,
BOT CHORD 2x4 SP No 1(Oat) except end verticals.
WEBS 2x4 SP No.3(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
1-20,10-11: 2x4 SP No 2(flat)
REACTIONS. (lb/size) 20=1064/0-7-8, 11=1064/0.7-8
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-20=-1058/0, 10-11=-1058/0, 1-2=1037/0, 2-3=-2675/0, 3.4=3711/0, 4-5-4233/0.
5-6=4233/0, 6-7=-4233/0, 7-8=-3730/0, 8-9=2709/0, 9-10=-1082/0
BOT CHORD 18-19=0/2003, 17-18=0/3321, 16-17=0/4074, 15-16=0/4233, 14-15=0/4086, 13-14=0/3347,
12-13=0/2046
WEBS 10-12=0/1441, 1-19=0/1409, 9-12=1339/0, 2-19=-1345/0, 9-13=0/923, 2-18=0/935,
8-13=-887/0, 3-18=-898/0, 8-14=0/533, 3-17=0/542, 7-14=495/0, 4-17=-505/0,
7-15=173/539, 4-16=-162/549. 5.16=-254/33
NOTES- (4)
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.
4) Truss is designed with, and confirms to the 2007 Florida Building Code w12009 supplements.
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Lite PE No. 34669
MITek USA, Inc. FL Cart 06U
6904 Parke East Blvd. Tampa FL 33610
Date:
April 6,2018
AWARNING - WAry design parameters and READ NOTES ON rMS AND INCLUDED MITEK REFERENCE PAGE 01.7473 rev. 10A13/2016 BEFORE USE.
asseas
Oeslgn valid for use only with MITex® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Sefore use, the building designer must vent' 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 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 ANSI/TPI1 Quality Criteria, OS13-89 and SCSI Building Component 6004 Parke East Blvd
Safety Information available from Truss Plate Insbtule, 210 N Lee Street, Suite 312. AlexandM, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sy PEMBROKE 2382E-TRAY
T13712242
PS02382A F12 FLOOR 5 1
b Reference Lionel
Mid-Flonda Lumber, Bartow, FL
4
a.t,1u s mar n tuto mneR Inausutes, me rn Apr a i i:ao:n zuto rage t
ID Clla8EedLrs9K6DW?UD9osy3nnS-h_It9jYL6eWsmggcXosp"SvkjR6EBLbX1zTSOo
t 6-0
3x6 = 2 34 II
3x3 II
3
3x6 =
Seale = 1.9 5
LOADING (psf)
TCLL 400
TCDL 10.0
BCLL 0.0
BCOL 5.0
SPACING- 1.0-0
Plate Grip DOL 1.00
Lumber DOL 1.00
Rep Stress Incr NO
Code FBC2017/TPI2014
CSI.
TC 047
BC 0.01
WB 0.00
Matrix-P
DEFL. in
Vert(LL) 0.00
Vert(CT) -000 Horz(
CT) 0.00 loc)
Well Ud 4 ""
360 4 >
999 240 n/
a n/a PLATES
GRIP MT20
244/190 Weight:
15 lb FT - 0%F, 0%E LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2(8at) TOP CHORD Structural wood sheathing directly applied or 2-0-0 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) 4=1553/Mechanical, 3=157/Mechanical FORCES. (
lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 14=-1549/0 NOTES-
1)
Refer to girder(s) for truss to truss connections. 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 (8). LOAD
CASE(S) Standard 1)
Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase-1.00 Uniform
Loads (plf) Vert:
3.4=5, 1-2-174(F=124) Concentrated
Loads (lb) Vert:
1=1397 This
item has been electronically
signed and sealed
by Lee, Julius, 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. Julius
Lee PE No. 34369 WTek
USA, Inc. FL Cart 0034 904
Parka Eau Blvd. Tampa FL 33610 Date:
April
6,2018 AWARNING •
Verity design parameters and READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PACE Af&7473 rev. Id03r2015 BEFORE USE. Design
valid for use only with MlTak* 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 trust web and/or chord members only. Additional temporary and permanent bractng M iTe k' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the labrkatlon.
storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Cdteds, OSS29 and SCSI Building Component 6904 Parke Fast SW Safety
Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tsmpa, FL 36610
Job Truss Truss Type Oty Ply Perk Sg/ PEMBROKE 2382&TRAY
T13712243
PSO2382A F13 FLOOR I 1
Job tional
Nuci-I-lonoa Lumber, uanow. I-L.
1-3-0
d. i ju a mar it cw i o rm i eoo muubut—, ,— — two u r .-ro. 4 o r yo
10•uz46LtSigIYcOBgJ3sx7viy3oLr-AAYg5VkA6omNUwP19EJ5MyV 19cgT71FTr484UzTSOn
Scale - 1.16 7
6x8 = 6x8 MT18HS = 2.6 II 2xe II 6x8 MTISHS = 6xS =
1 2 3 4 5 13 6
34 II
04-0
0 4-0
8.6-12
8.6-12
Plate Offsets (X Y)- 13:0.3-0 Ednel 14 0-3-00-0-01 16 0-3-O Edoel 19.0-3-0 Edael 110:0-3-0 Edoel LOADING (
psi) SPACING- 1-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TC 088 Vert(LL) 0.04 10-11 999 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 0 80 Vert(CT) 0.06 10-11 999 240 MT18HS 244/190 8CLL
0.0 Rep Stress Incr NO WB 0 73 Horz(CT) 0.01 7 n/a n/a BCDL
5.0 Code FBC2017/TPI2014 Matra-P Weight: 72 lb FT - WAIF. 048E LUMBER-
BRACING - TOP
CHORD 2x4 SP No 1(flat) TOP CHORD BOT
CHORD 2x4 SP No.2(ftat) WEBS
2x4 SP No.2(flat) 'Except' BOT CHORD 1-
12,6.7,3-10,4-9: 2x4 SP No 3(flat) REACTIONS. (
lb/size) 12=2413/0.7-8, 7=-391/1-7-4, 8=4190/1-7-4 Max
Uplift 7=-391(LC 1) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 1-12=-2405/0, 6.7=6/358, 1-2=-2028/0, 2-3=-3164/0, 3.4--3164/0, 4-5=-3164/0, 0/
1461 BOT
CHORD 10.11=0/3816, 9.10=0/3164, 8-9=0/1974 WEBS
1-11=0/2582, 6.8=1860/0, 2-11-2369/0, 5-8=4545/0, 2-10=-1203/232, 5-9=0/1608, 3.
10=-147/334, 4-9=718/0 Structural
wood sheathing directly applied or 6-0-0 oo puffins, 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 MT20 plates unless otherwise indicated. 3)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 Ili uplift at joint 7. 4)
Recommend 2x6 strongbacks, on edge, spaced at 10d10 oc and fastened to each truss with 3-1Od (0.131" X Y) 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 (plf) Vert
7-12--5, 1-6=-742 This
item has been electronically
signed and sealed
by Lee, Julius, 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. Julius
Lee PE No.34669 IdiTek
USA, Inc. FL Cart 6634 6904
Parke Ent Blvd. Tampa FL 31610 Date:
April
6,2018 AWARNING -
Verify design parameters and READ NOTES ON rMS AND INCLUDED h9TEK REFERENCE PAGE 61/147473 rev. 10103/2015 BEFORE USE. Design
valid far use only with Mrrakel conneclora This design Is based only upon parameters $town, and Is for an Individual building component. not truss
system. Before use, the building designer must verify the applicability of design parameters and property mcorporate this design Into the overall budding
design. Bracing Indicated Is to prevent buckling of Individual truss web andfa chord members onty. Additional temporary and permanent bracing WOWI$ alwaysrequiredforstablldyandtopreventcollapsewithpossiblepersonalInjuryandprspertydamage. For general guidance regarding the fabrication.
storage, delivery, erecllon and bracing of trusses and truss systems, ass ANSUTPH Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety
Information available from Truss Plate Institute, Vil N. Lee Street. Suds 312. Alexendria, VA 22314. Tampa, FL 36610
Job Truss Truss Type 0ty Ply Park Sq/ PEMBROKE 2382B•TRAY
T13712244
PS02382A G1 HIP 1
b Reference (oolionall
Mid -Florida Lumber, Bartow, FL.
3.9.3 13.0.3
ID
6x8 MT18MS = 1 5x4 II 7x8 =
4x10 =
c. It
4 S 6 7
8.13u a Mar 11 Zulu MIJ eK Inaustnes, Inc Fn Apr b 11.41122 2018 1.
11.11 '1.11•t3 ' 3.0.3 3.0.3 34-3 t
Sx4 11 4 9 =
6x8
MT18HS = e
10 1_5x4 II 400112
24
23 22 21 20 19 18 17 16 15 14 34
II 4x8 = 8x8 =
34
II 1Ox10 = 34 II axe =
4x8 =
3x6 11 34
II axe II Scale -
167 4 LOADING (
psf) TCLL
20.0 TCDL
10.0 BCLL
0.0 ' BCDL
10.0 SPACING-
1.4-0 Plate
Grip DOL 100 Lumber
DOL 1.00 Rep
Stress Incr NO Code
FBC2017/TPI2014 CSI.
TC
0.87 SC
0.96 WB
0 96 Matrix-
R DEFL.
in (loc) Uden L/d Vert(
LL) 0.19 20 >999 360 Vert(
CT) -0.34 20-21 >935 240 Horz(
CT) -0.03 1 n/a n/a PLATES
GRIP MT20
244/190 MT18HS
244/190 Weight:
877 Ill FT = 0% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT
CHORD 2x8 SP No.2 'Except' BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. 16-
22: 2x8 SP No 1 WEBS
2x4 SP No 3 *Except* 25-
26,27-28,10-17,4-21,9-28,5-26: 2x4 SP No.2 19-
26.19-28: 2x4 SP No.1 REACTIONS. (
lb/size) 13=361/0.7-8, 1-3705/0-7-8, 17=11433/0-5.8 Max Horz 13=54(
1-C 9) Max Uplift 13=-574(
LC 18). 1=1354(1-C 4), 17=-4106(LC 5) Max Gram 13=168(
LC 4), 1-3801(LC 18). 17=12123(LC 17) FORCES. (lb) - Max. Comp /
Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10.11-
1571/4957, 11-12=-1582/4800. 12-13=-644/2201, 4-5=7633/2646, 5-6=4481/1393,
6-7=4679/1465, 7-8=1186313917. 8-9=12193/4024, 9-10=1643/4955, 1-2=10969/3873.
2-3=9221/3200, 3-4=9204/3264 BOT CHORD 1-24=
3614/10352. 23-24=-3614/10352, 21-23=242en646, 20-21=-2439/7685, 19-20=-2430/7661,
18-19=-3650/1419, 17-18=-3588/1397, 15-17-3860/1487, 14-15=-2053/676,
13-14=-2053/676 WEBS 12-14=165/
606. 12-15=328311272, 2-23=-2213/892, 2-24=270/135. 20-26=-966/311. 6.26=-1679/565, 7-19=3984/1283, 25.26=-
516/241, 18-28--5269/1766, 8-28-1352/456, 27-28=-2315/7074, 17-27=-6772/2369, 10-27=-
2494/957, 21-25=-145/613, 4-25=-69/517, 10-15=-1221/279, 4-23=-802/1973, 5-25-
239/528, 9-27=9749/3210, 9-28=3159/9565, 5-28=-3176/1174, 7-28--2147/6598, 7-28=-
913/394, 19-26=-3192/1184, This item has been 19-28=-4278/12900 electronically signed
and NOTES- sealed byLee, Julius, PE 1)
3-ply truss
to be connected together with 10d (
0.148"4") nails as follows using a Digital Signature. Top chords connected as follows: 2x4 - 1 row at 0-
9-0 oc. Printed copies Of this p Bottom chords connected as follows 2x8 - 2 rows staggeredat0-" oc. Webs connected as follows: 2x4 - 1 row at 0.9-
0 oc. document are not considered 2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to signed and sealed and the ply connections have been provided to distribute only loads noted
as (F) or (8), unless otherwise indicated signature must be verified 3) Unbalanced roof live loads have been considered for this
design. On any electronic copies. 4) Wind: ASCE 7-10: Vull=
140mph (3-second gust) Vasd-108mph; TCDL=4 2psf; BCDL=3.Opsf, hail 5ft, Cat. 11, Exp B; Encl., Julius Lee PE No. Y1869 GCpi=0.18, MWFRS (envelope) gable end zone; Lumber DOL=
1.25 plate grip OOL=1.25 Cott6 MITek USA, Inc. fL Ce834 rt8 5) Provide adequate drainagetopreventwaterponding. 6) AllplatesareMT20platesunlessotherwiseindicated. 890/
Perko East Blvd. P fl k 810 7) This truss has been designed for a 10.0
psf bottom chord live load nonconcurrent with any other live loads. Gate 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 April 6,2018 AWARN/NO - Verity design parameters and READ NOTES ON INS
AND INCLUDED 88rEK REFERENCE PA E NIH7473 rev. /0N312015 BEFORE USE. Oesrgn valid got use only with MiTak* 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 appllcabllity, of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent budding of Individual
truss web and/or chord members only Addi lonal temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse withpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss
systems, see ANSVTPII Quality Criteria, OS849 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee
Street, subs 312. Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 23828-TRAY
T13712244IPS02382AG1HIP1
Job Reference o do el
Mid-Flonda Lumber, Bartow,FL. 8.130 It Mar 11 2018 MiTek Industries, Inc Fri Apr 6 11:46:22 ZU16 rage 2
10:JYIFzvUc7ywBHeOuk UiXLy3oLo-t58SBwsSmUOyhSAoIKVRm3whiB IpT7kmPVgOuzTSOd
NOTES-
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 574 lb uplift at joint 13, 1354 lb uplift at joint 1 and 4106 lb uplift at joint 17.
10) Girder carries tie-in span(s): 2.6-0 at 0-0.0 to 7-0-0 at 12-9-12 ; 74).0 at 27-0-12 to 2-6-0 at 39-10-8.; 27-0-0 from 12-9-12 to 27-0-12
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1727 lb down and 657 lb up at 7-0-12. and 1727 lb down and 657 lb
up at 32-9-12 on top chord The design/selection of such connection device(s) is the responsibility of others
LOAD CASE(S) Standard
1) Dead Roof Live (balanced): Lumber Increase=1.00, Plate Increase-1 00
Uniform Loads (plo
Vert: 4-10=-599, 1-13=-13
Concentrated Loads (lb)
Vert: 12-1727 2=-1727
Trapezoidal Loads (plf)
Vert: 10=1344o-13=46, 1-46-to-4=-134
AWARNINO - Verlry d*afgn psnmafars and READ NOTES ON rids AND INCLUDED WFEK REFERENCE PAGE MIA7472 rev. 10N212016 BEFORE USE.
Oesign valid for use only with MITak® oonnactars. This design Is based only upon parameters Shawn, and Is for an IndMduSl building component. not
a truss system Before use, the building designer must verify the applircablbly of design parameters and property Incorporate this design Into the overall
ouuding design Bracing indicated Is to prevent budding of Individual Me web andfor lard members only Addelanal temporary Snd permanent brardng M 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, delMry, erection and bracing of trusses and truss systems, sea ANSUTPII Quality Criteria, OS849 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312, AlexandM. VA 22314. Tampa, FL 36610
Job Truss Truss Type oty Ply Park Sq/ PEMBROKE 2382E-TRAY
T13712245
PS02382A G2 FLAT 1
b Reference (ontionall
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc Fri Apr 6 11:48:23 2018 Page 1
ID:nkJdAEVEuF22uoz4liOx32y3oLn-LHigPGs4Xo8pJd_J20glHS1JaLHY tl?3FDzLzTSOc
2 3.11 4-5-10 8-76 8.9.3 10.10.14 13-0.8 15.26 174-5 19.8-0
04 2-3-11 2.1.15 2-1-14 2-1-t1 2-1-11 2-1-10 2.1.14 2.1.15 2-3.11
Scale - 1:34.3
US II 4x10 = 1x4 11 3x4 = 3x8 = 1x4 11 3x12 = US II 3x10 =
13x10 = 2 3 4 5 B 7 21 6 9 10
US
5x12 = 2x4 II dx10 =
6x12 MT20HS = 2x4 11 3x10 =
2x4 II Sxt2 =
5x8 MT20HS II
1 2-3-11 d-5.10 ( n-7A &9.3 10.10.14 1 13-06 15.2$ 174-5 19^a
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 40.0 Plate Grip OOL 1.00 TC 0.81 Vert(L-) 0.44 15-16 >532 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.87 Ven(CT) 0.73 15-16 >316 240 MT20HS 187/143
BCLL 0.0 Rep Stress Ina NO WB 0.74 Horz(CT) 0.08 20 n/a n/a
BCDL 5.0 Code FBC2017frPI2014 Matnx-R Weight: 440 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP DSS TOP CHORD Structural wood sheathing direly applied or 2-9-3 oc purllns,
BOT CHORD 2x6 SP DSS except end verticals.
WEBS 2x4 SP No.3 'Except' BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing.
10-11, 2x4 SP No.2
1-19.3-19.3-17.5-17.8-12,10-12.8-14,E-14,6.16: 2x4 SP No.1
REACTIONS. (lb/size) 11-7804/0-7-8, 20=573610.7-8
Max Uplift 11-2471(LC 4), 20=-1915(LC 4)
FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown.
TOP CHORD 10-11=6745/2146, 1-2--11344/3816, 2-3=-11344/3816, 3-4=29808/10213,
4-5=29808/10213, 5-6=31529/10654, 6.7=-29895/9925, 7-8-29895/9925,
8-9=13985/4482. 9-10=13985/4482
BOT CHORD 18-19=7675/22578. 17-18=7675/22578, 16-17=10654/31529, 15.16=-10642/31864.
14-15=-10642131864, 13-14=8340/25571, 12-13-8340/25571. 11-12--576/1828
WEBS 4-17=-3686/1384, 7-14--2100(782, 2-19=488/235. 3-18=288/856. 1-20=5330/1788,
9-12-1633/687, 8-13=217/694, 5-16-3911704. 6.15=-255/887, 1-19=-4174/12409,
3-19=-12288/4221,3-17=2778/7912,5-17=-1915/860,8-12=-12673/4220.
10-12=-4273/13298,8-14=-1917/4732,6.14=2245/1411,6.16=1925/1577
NOTES-
1) 4-ply truss to be connected together with 10d (0.148"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9.0 oc.
Attach TC w/ 1/2" diam. bolls (ASTM A-307) in the center of the member w/washers at 4-0-0 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 (8). unless otherwise indicated.
3) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vesd-108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft: Cat. II: Exp B, Encl.,
GCpi=0.18: MWFRS (envelope) gable end zone: Lumber DOL=1.25 plate grip DOL=1.25
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise Indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2471 lb uplift at joint 11 and 1915 lb
uplift at joint 20.
9) Girder carries tie-in span(s): 2-8-0 at 0-0-0 to 6-6-0 at 6.9-4.; 27-0-0 from 13-2-12 to 19-8-0
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Lee PE No. UH9
WTak USA, Inc. FL Cart 6634
61104 Parka East Blvd. Tampa FL 33610
Date:
April 6,2018
Q wARN/No - Verify design parameters end READ NOTES ON TWS AND INCLUDED SUNK REFERENCE PAGE MII.7473 raw. 10A343015 BEFORE USE.
Design valid for use only with MITak® Connectors This design Is based only upon parameters shown, and is for an IndNWual budding Component, not
a truss system. Before use, the budding designer must verity the appllabWN of design parameters and property InCorporate this design Into the overall
budding design. Bracing Indicated Is to prevent bueWIng of Individual vest web andfor Chord members oroy Additional temporary and permanent lxecbv M iTe k' Is always required for stability end to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, dait"ry, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd
Ssfaty Intorma tion available from Truss Ptate Institute, 216 N Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36810
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382&TRAY
T13712245IPS02382AG2FLAT1
job Reference (optional)
Mid-Flodda Lumber, Barlow. FL. 8 130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 11 48:23 201E Page 2
ID.nkJdAEVEuF22uoz4liOx3ZyJoLn-LHigPGs4Xo8pJd J20glHStJaLHY tt73FDzLzTSOe
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3724 lb down and 1390 lb up at 6-7-8. and 1790 lb down and 692 lb
up at 13-4-8 on top chord, and 152 lb down at 6-7-8. 152 lb down at 8-7-8. 152 lb down at 10-0-0, and 152 lb down at 11-4-4, and 152 lb down at 13-4-4 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1 00, Plate Increase=1.00
Uniform Loads (pIQ
Vert. 4-21=-100.10-21--894,11-20=-10
Concentrated Loads (lb)
Van: 16=38(F) 4=-3508 17=38(F) 21=-1689 22=-38(F) 23=38(F) 24=-38(F)
Trapezoidal Loads (plf)
Vert: 1=225-to-4=-328
WARNINO • Verify design parameters and READ NOrES ON IMS AND INCLUDED afITEX REFERENC PAGE aAll•70.1 rev. 10N2/2016 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual budding component, not
a truss system Before use, the building designer must verify the applicable ty of design parameters and property Incorporate this design Into the overall
building design BtscbV 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, sea ANSI/TP11 Ouallty Criteria, 03049 and SCSI Building component 6904 Parke East Blvd
Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36810
Job Truss Truss Type 0ty Ply Park Sq/ PEMBROKE 23828-TRAY
T13712248
PS02382A G3 FLAT 1
Reference o t o a
Mid-Flonda Lumber, Bartow, FL.
2-1-8 G II
I.
1
6x8 = 2 4x4 = 3
5x4 I I
8.130 s Mar 112018 Mrrek Industries. Inc. Fri Apr 6 11:48:24 2018
2-1-6
1.5x4 II 4x4 = axe =
4 5 6
Scale - 1:16.9
x10 = 11 10 9 4x4 = 8 5X =
5x5 = 4x4 =
7
12
3xl0 =
2-1-0 1.11.12 1-11.12 1-11-12 2-1.8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 055 Vert(LL) -0.10 9.10 >999 360 MT20 2441190
TCDL 10.0 Lumber DOL 100 SC 0.78 Vert(CT) -014 9-10 >817 240 BCLL
00 Rep Stress Incr NO WB 0 63 Horz(CT) 0.02 7 n/e Na SCOL
50 Code FBC2017/TP12014 Matrix-R Weight, 165 lb FT = 0% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins. 80T
CHORD 2x6 SP No.1 BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing. WEBS
2x4 SP No.2 OTHERS
2x6 SP No.1 REACTIONS. (
lb/size) 12=5096/0-3-8, 7-3855/0-" Max
Uplift 12=-1484(LC 4), 7=1121(LC 4) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 1-12=-4303/1261, 1.2=748012178. 2-3=1057313077. 3.4=10573/3077. 4-5=10573/3077, 5-6=-6008/1747,
6-7=-3229/946 BOT CHORD 11-12=
437/1496. 10-11=-2178l7480, 9-10=3077/10573, 8-9=-1747/6008. 7-8=327/1123 WEBS 1-11=-1951/
6705, 2-11=-3487/1032. 2-10=999/3437, 3-10=2160/647, 4-9=1805/543, 5-9=1478/5072,
5-8--3073/911, 6-8=1590/5473 NOTES- 1) 3-ply
truss
to be connected together with 10d (0.148"4") nails as follows: Top chords connected as
follows. 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as
follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows:
2x4 - 1 row at 0.9-0 oc. 2) All loads are
considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-
10, Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3 Opsf; h=15111, Cat. 11; Exp 8; Encl., GCpi=0.18; MWFRS (
envelope) gable end zone: Lumber DOL=1.25 plate grip OOL-1.25 4) Provide adequate drainage
to prevent water ponding. This Item has been 5) This truss hasbeendesignedfora10.0 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 wide electronically signed and will rd between the
bottom chord and any other members. sealed by Lee, Julius, PE 7) Bearing at joint(
s) 12, 7 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verity using a Digital Signature. capacity of bearing surface.
Printed copies Of this p 8) Provide mechanicalconnection (by others) of truss to bearing plate capable of withstanding 1484 lb uplift at joint 12 and 1121 lb uplift at joint 7.
document are not Considered 9) Girder carries tie-
in span(s): 20-7-12 from 0-0.0 to 5-9-12: 19-1-4 from 0-0.0 to 10-2-4 signed and sealed and the signature must be verified
LOAD CASE(S) Standard
on any electronic copies.
1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Julius Lee PE No. 34869 Uniform Loads (plf) MITek
USA, Inc. fl CeR 8834 Vert: 1-4=1122(F=532, B=-490), 4-6= 590(B=-490), 7-12=-10 904 Parke East Blvd.
Tampa FL 33610 Date: April 6,2018
Q
WARNING • Verify design
psnmerars and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PACE Mll•7473 ray. 1440343015 BEFORE USE. Design valid for use
only with MlTekib connectors. This design Is based only upon parameters drown, and Is for an Individual building component, net a truss system Before
use, the budding designer must verify the applicability of design parameters and property Incorporate this design Into the overall budding design. Bracing Indicated
Is to prevent buckling ofindividual truss web ondfr chord members" Additional temporary and permanent tracing M iTek' Is always required for stabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingtitsfaWkation. storage, delivery, erection and
bracing of trusses and truss systems, see ANSVTPII Quality Criteria, 038419 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss
Plate Institute. 218 N. Lee Straat. Suhe 312. Alexandria, VA 22314 Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sy PEMBROKE 23828-TRAY
T13712247IPS02382AG4FLOOR11
job Reference toollonall
Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 112018 MTek Industries, Inc Fri Apr 6 11:48 24 2018 Page 1
I D.gDsyMaeF6w5OyGn6ZCkOK3y3nnR-pUGCectiH6GgwmJASIXwU9DS_MHeeODLnVnzTSOb
2.5.4
2.5.4
3x4 = 2 1.5x4
2x4 II 4x4 =
5
Scale = 1 9.5
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING- 1-0-0
Plate Grip DOL 1.00
Lumber DOL 1.00
Rep Stress Incr NO
Code FBC2017rTP12014
CSI.
TC 0.09
BC 0.22
WB 0.00
Matrix -MP
DEFL. in
Vert(LL) -0.00
Ven(CT) -0.01
Horz(CT) 0.00
loc) Well Ud
3-4 >999 360
3-4 >999 240
3 n/a n/a
PLATES GRIP
MT20 2441190
Weight. 14 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-5.4 oc purlins,
80T CHORD 2x6 SP No 2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 10-" oc bracing.
REACTIONS. (lb/size) 4=390/0-3-8.3=390/Mechanical
FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Refer to girder(s) for truss to truss connections.
2) Girder carries tie-in span(s): 13-6-4 from 0-0-0 to 2-5-4
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 wells at their outer ends or restrained by other means.
4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8).
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced) Lumber Increases 1.00, Plate Increase=1.00
Uniform Loads (plr)
Vert: 3-4-314(F=-309), 1-2=50
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Lee PE No. 34669
Well: USA, Inc. FL Ceft 6034
6204 Parke East Blvd. Tampa FL 33610
Date:
April 6,2018
AWARNING - Varily design parameters and READ NOTES ON INS AND INCLUDED WrEK REFERENCE PAGE 1108-7412 rev. IOM312015 BEFORE USE.
easeas
Oeslgn valid for use only with MITek® connectors This design Is Dosed only upon parameters shown, and Is for an Individual building component, not e a trues system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overact
Dullding design. Bracing Indicated Is to prevent bueMing of Individual truss web and/or Card members only Additional temporary and permanent bracing M 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 ANSUTPH Quality Criteria, OSS-ee and SCSI Building Component 6004 Parke East Blvd
Safety Information available from Truss Plate Institute, 210 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382E-TRAY
T13712248
PS02382A H1 FINK 6 1
Job Reference o do a
Mid-Flodda Lumber, Banow, FL. 8.130 a Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 11:48:25 2018 Page 1
ID:RUpYTVXcE9zHNtbOXp4HTAy3nna-HggapyuK2POWYvuNOT28oiYFS00o0 7ASNkK1DzTSOa
111179 7.O 4 13 8 0 19-t t-12 + 27•tl0 2B 0 0,
1 0-0 7 0 4 6-5-12 8 S12 7.0.4 1.0-0
Scale = 1:47.3
4x8 =
l$
3x4 = 5x6 = 3x4 =
3x4 =
9.0-0 i 18-0.0 27.0.0
9.0.0 9-0-0 941-0
Plate Offsets (X.Y)- 18:0-3-0.0-3-01
LOADING (psQ SPACING- 2-04 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 064 Vert(LL) -0.27 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 8C 0.93 Vert(CT) -0.40 8-9 >808 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.37 Horz(CT) 0.06 6 n/a Na
BCDL 100 Code FBC2017frPI2014 Matrix -MR Wlnd(LL) 0.13 9-15 >999 360 Weight: 124 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5.11 oc purlins
BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 7-3-8 oc bracing.
WEBS 2x4 SP No 3
REACTIONS. (lb/size) 6-1140/0.3-8, 2=1140/0.3.8
Max Horz 2=140(LC 10)
Max Uplift 6=-359(LC 11), 2=359(1_C 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=1888/840, 34=1707/843, 4-5=-1707/843, 5-6=-1888/840
BOT CHORD 2-9-615/1642. 8-9=-291/1091. 6-8=-615/1642
WEBS 4-8=287/663, 5-8=406/328, 4.9=-287/663, 3-9=406/328
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; Cat. II; Exp B; Encl.
GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown, Lumber DOL=1.60 plate gnp DOL=1.60
3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL - 10.0psf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 6 and 359 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Jullue La PE No. 34669
Wek USA. Inc. FL Cert 66U
204 Parke East Blvd. Tampa FL 33610
Date:
April 6,2018
Q w—No • Vartty design parameters and READ NOTES ON TMS AND INCLUDED A9TEK REFERENCE PAGE A61.7471 rev. t&W4016 BEFORE USE.
Design valid for use only with MITekS connectors. This design Is based only upon parameters Shawn, and Is for an Indhrldval building component. not
a truss system. Before use, the building designer must v" the applicability of design parameters and property Incorporate this design Into the overall
buaNng design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Adddlenal temporary, and permanent bradng M iTe k' Is always required for Stability and to prevent collapse with possible personal Injury and property damage For general gutaana regarding the
fabrk:alon, Storage, delivery, erection and bracing of trusses and truss systems, sea ANSVrPl1 Quality Cdtada, OSS49 and SCSI Building Component 6904 Parke East Blvd
safety Information available from Truss Plata Institute. 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 36810
Job Truss Truss Type Oty Ply Perk Sq/ PEMBROKE 2382E-TRAY
T13712249
PS02382A J7 JACK 16 1
Job Reference ial
Mid-Flodda Lumber. Bartow, FL
1-0-0
3x4 =
0-0
8.130 a Mar 11 2018 MiTek Industries. Inc. Fri Apr 6 11:48:26 2018 Page 1
ZxVgdnsOUv3nnP-IsOzl lvzpiWNA3TZ_AZNwv4PGoRWIWBJh 1 TtZgzTSOZ
Scale = 1.22.3
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.70 Ven(LL) -0.10 4-7 >836 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.24 4-7 >349 180
SCLL 00 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCOL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.14 4-7 >580 360 Weight: 24 lb FT = 0%
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 Structural wood sheathing directly applied or 10-0-0 oc bracing
REACTIONS. (Ib/size) 3-183/Mechanical, 2=342/0.7.8, 4=90/Mechanical
Max Horz 2=175(LC 10)
Max Uplift 3=-135(LC 10), 2=-98(LC 10), 4=-8(LC 10)
Max Grav 3=183(LC 1), 2=342(LC 1). 4=129(LC 3)
FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vesd=108mph, TCOL=4.2psf; BCDL=3.Opsf; h=25ft; Cat II; Exp B; Encl.,
GCpi=0.IS; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 6 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 135 lb uplift at joint 3, 98 lb uplift at joint
2 and 8 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius lee PE No. 309
IdiiTek USA, Inc. FL Cart 6634
6904 Parke Eau Blvd. Tampa FL 33610
Date:
April 6,2018
QWARNING - VwHy design pemmetera and READ NorE3 oN 7k0S AND INCLUDED NITEK REFERENCE PAGE NIf-7473 rw. 1W341018 BEFORE USE.
Design valid for use only with MReke1 connectors This design is based only upon parameters shown, and la for an Individual building component• not
e truss system Before use, the building designer must verify the applicablkty of design parameters and property Incorporate this design Into the overall
budding design. Bracing Indicated Is bo prevent buckling of Individual trussss web andlor chord members only Additional temporary and permanent bracing M iTek'
Is always required for stsbaey end to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses end truss systems, sae ANSVIPI1 Quality Crltede. OS829 and SCSI Building Component 6904 Parka Fast Blvd.
Safety Intormetlon available from Truss Plate Institute. 218 N. Lee Street. Suite 31Z Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Oty Ply Perk Sq/ PEMBROKE 2382&TRAY
T13712250IPS02382AKJ7MONOTRUSS41
ReferenceJobi
Mid -Florida Lumber, Banow. FL. 8.130 s Mar 11 2018 MfTek Industries, Inc. Fri Apr 6 11:48:27 2018 Page 1
ID:4oY5 ch8PrUepjWhEKl5yiy3nnO-D3yLEdwbalfEnD21Yu4cT7dczCoDUlaTvhDR66zTSOY
1.5-0 54-0 9.10.13
1.5-0 54-0 46.13
l
2x4 =
1.bx4 u 5
3x4 =
Sale - 1,210
54-0 46.13
LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Veri(LL) 0.03 7-10 999 360 MT20 244/190
TCOL 100 Lumber DOL 125 SC 0.49 Ven(CT) 0.07 6.7 999 ISO
BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight 42 lb FT - 04/6
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=416/0-7-8. 5=399/Mechanical, 4=244/Mechanical
Max Horz 2=227(LC 4)
Max Uplift 2=-149(LC 4), 5=126(LC 8), 4=184(LC 4)
Max Grav 2=416(LC 1), 5=399(LC 1). 4=255(LC 18)
FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-810/180
BOT CHORD 2-7=352/760, 6.7=352/750
WEBS 3.7=0/275, 3-6=-821/385
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 9-11-5 oc bracing.
NOTES-
1) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph; TCOL=4.2psf; BCDL-3 Opsf; h=25ft; Cat II, Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone; 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 149 lb uplift at joint 2, 126 lb uplift at
joint 5 and 184 lb uplift at joint 4.
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: 8-0(F=10, 8=10)•to-5=49(F=-15, B=15), 2=0(F=30, B=30)-to-4=-148(F=44, 8=44)
This item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Lee PE No. 14669
Wilk USA, Inc. FL Cart 669/
6904 Parka East Blvd. Temps FL 33610
Date:
April 6,2018
WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAOE 1114I1.7473 rev. I"MOIS BEFORE USE.
wwww
Design valid for use only with MITak® connectors. This design 1t bated only upon parameters shown, and Is for an Individual building component, nor
a truss system Betore use, the building designer must verify the applbebikty, of design parameters and properly Incorporate this design Into the overall
budding design Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only. Adddlonal temporary and permanent bracing M iTe k' Is always required tot 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, tee ANSVMII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd
Safety Information available from Truss Plate Institute. 218 N. Lee Street, Subs 312, MexandAa, VA 22314 Tampa, FL 36610
Job Truss Truss Type DIV Ply Park Sq/ PEMBROKE 2382E-TRAY
T13712251
PS02382A L1 GABLE 1 1 I Job Reference (optional)
Mid -Florida Lumber, Barlow, FL.
364
4x4 =
8.130 s Mar 112018 MiTek Industries, Inc Fd Apr 6 11:48.27 2018
364
2x4 = 2x4 =
1-0-0
Scale-1:18.8
1$
364 364
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.24 Verl(LL) -0.00 2-6 >999 240 MT20 244/190
TCDL 100 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 2-6 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix-P Wnd(LL) 000 6 >999 360 Weight 28 lb FT - 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins.
BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-" oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=339/0-3.8, 4=339/0-3-8
Max Horz 2-44(LC 10)
Max Uplift 2=-118(LC 10). 4=-118(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
TOP CHORD 2-3=-328/148, 3-4-328/148
NOTES- (8)
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; Cat II; Exp B, Encl..
GCpi=0.18: MWFRS (envelope) gable end zone and C-C Exlertor(2) zone;C-C for members and forces & MWFRS for reactions
shown, Lumber OOL=1.25 plate grip DOL-1 25
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 studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell 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 118 lb uplift at joint 2 and 118 lb uplift at
joint 4.
8) Truss Is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. This Item has been
electronically signed and
sealed by Lee, Julius, 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.
Julius Lot PE No. 34660
MITak USA, Inc. FL Cart 66U
6604 Parka East Blvd. Temps FL 33610
Date:
April 6,2018
QWARNING . verify design parameters and READ NOTES ON TIMS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10N312016 BEFORE USE.
seesee
Oesign valid for use only with MlTek* connectors. This design Is based only upon parameters shown, and Is for an Individual budding component, not
Ituaa system. Beira use, the building designer moat verify the applicability of design parameters and properly Incorporate this design Into Ina overall
design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTek'
is:
ding
If always required for stablldy and to prevent Collapse with possible personal Injury and properly damage. For general guidance regarding the
fabrication, storage, delivery, arectlon and bracing of trusses and truss System$, we ANSVTPl1 Quality Criteria, OS1349 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Ttuss Plate Inatllule, 218 N Los Street, Suite 312. AlexandM, VA 22314 Tamps, FL 3WI0
Job Truss Truss Type Oty Ply Park Sq/ PEMBROKE 2382B•TRAY
T13712252
PS02382A L2 KINGPOST 1
Job Reference (optional
Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fn Apr 6 11:48:28 2018 Page 1
I D:j7RObwW UOtim867TO72P8_/JoLI-iFVASzwOLKn5PNdy5bcr?K9vHb6i0Jgc8Ly_eYzTSOX
364 7-06
364 364
04
2
3x4 =
Scale - 1.14.3
364 344
LOADING (psf) SPACING- 1-0-0 CSI. DEFL. In loc) I/de0 Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.02 1-4 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.04 1-4 >999 180
BCLL 0.0 ' Rep Stress Inca NO WB 0.44 Horz(CT) -0.01 1 n/a n/a
SCOL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.01 1-4 >999 360 Weight: 61 lb FT - 0%
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 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 3-2367/0-3-8, 1=2799103-8
Max Horz 3=17(LC 12)
Max Uplift 3=-403(LC 8), 1=-487(LC 8)
FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2655/458, 1-2=-2655/449
BOT CHORD 1-4=-378/2350, 3-4=-378/2350
WEBS 2-4=-364/2291
NOTES- (9)
1) 2-ply truss to be connected together with 1 Od (0.148"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0.9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-2-0 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 (8) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute any loads noted as (F) or (8). unless otherwise indicated
3) Unbalanced roof live loads have been considered for this design
4) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.0psf; h=15ft; Cat. 11; Exp B. Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1 25 plate grip DOL-1.25
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 tell by 240 wide
This item has beenwillfitbetweenthebottomchordandanyothermembers.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 403 lb uplift at joint 3 and 487lb uplift at electronically signed and
joint 1. sealed by Lee, Julius, PE
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1068 lb down and 179 lb up at using a Digital Signature.
6-7-0, 1068 lb down and 179 lb up at 4-7-0, and 1068 lb down and 179 lb up at 2-7-0, and 1692 lb down and 283 lb up at 0-7-12 on Printed copies Of illspbottomchord. The design/selection of such connection device(s) is the responsibility of others.
9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements 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 copies. Uniform Loads (plf)
Van: 1-3=10, 2-3=-30, 1-2=-30
Julius Lee PE No. UK9
Concentrated Loads (Ile) Mick USA Inc. FL Carl
Vert. 5=-1692(F) 6-1068(F) 7=-1068(F) 8=1068(F) 6904 Parka East Blvd. Tamps FL 33810Oate:
April 6,2018
Q wARN/No - Verity design parsmaters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE aUP7473 rev. t0Ai3/f01S BEFORE USE.
Oeslgn valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a was system Before use, the building designer must vanly the applicability of design parameters and property Incorporate this design Into the overall
budding design Bracing Indicated is to prevent bueldhV of Individual truss web and/or chord members ordy Additional temporary and permanent bracing M iTek' Is always required for stabday and to prevent Collapse with possible personal Injury and property damage For general guidance regarding the
fabricallon. storage, delivery, erection and bracing of uussas and truss systems, see ANSVTPII Quality Criteria, OSS419 and BCSI Building Component 6904 Parke Fast BIM.
Safety IMomtstion available from Truss Plate Institute. 218 N. Lae Street, Suite 312. Nexendda, VA 22314. Tamps, FL 36610
Symbols
PLATE LOCATION AND ORIENTATION
3/4 Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft4n-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
0';16 r
For 4 x 2 orientation, locate
plates 0- '114' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20120
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.
BEARING
Indicates location where bearings
supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
Drawings not to scale)
2
TOP CHORDS
O
C1-2 C2a
WEBS
cc yiYt bc. a
0
H
BOTTOM CHORDS
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
IMES 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.
2012 MiTek® All Rights Reserved
MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015
A General Safety Notes
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 SCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alterative Tor I
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut members to bear tightly against each other.
6. Place plates an each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
8. Unless otherwise noted, moisture content of lumber
shag 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, sae, 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
speed.
13. Top chords must be sheathed or purkns provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing.
or less, if no ceding is installed, unless otherwise noted.
1 S. 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
ANSI/TPI 1 Quality Criteria.
CJ
CJ
40.0-U 604
6-512 7-" 26.512
SO i as _E04
PARK SQ HMS / PEMBROKE 2382 - A
20 - HHUS46 FLR HGR
5 - HUS26 1-PLY HGR
Mid Florida
6
1L
O
w
U
LL
O
4C
4(
b
N
12-4-0 27$-0
I I I I I I I I I I I I I
M10 ma 101m
11 I,
1 ATTIC ACCES, ATTIC ACCESS 11
a
GARAGE 9-6-0
9408
11-0 0
oo 20.0-0 tf 1 Doke 13-4-0
04
Floor Loading
TC Live: 40.00 psi
TC Dead: 10.00 psi
BC Live: 0.00 psi
BC Dead: 5.00 psi
TC Stress Inc: 1.00
BC Stress Inc: 1.00
Spacing: variable
Roof Loading
TC Live: 20.00 psi
TC Dead: 20.00 psi
BC Live: 0.00 psi
BC Dead: 10.00 psi
TC Stress Inc: 1.25
BC Stress Inc: 1.25
Spacing: 2- 0- 0 o.c.
J1
J3
Account:
Job: PS02382A
Designer:
Checker:
Date: 10-05-17
RECORD COPY
f
D; City of Sanford
Building and Fire Prevention
Product Approval Specification For r
4z;
DING`
1 8- 1 9 19 sc NFORD
Permit #
Project Location Address
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.floridabuildina.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging Therma - Tru Single Door FL8871.5
Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4
Sectional Clopay Building Products 94/T40-W4 FL15279.20
Roll U
Automatic
Other
2. Windows
Single Hung MI Windows 8 Doors Series GA 185 Aluminum SH FL 17499.2
Horizontal Slider
Casement
Double Hun
Fixed MI Windows 8 Doors Series GA 185 Alum Picture Fixed FL15349.1
Awning
Pass Through
Projected
Mullions MI Windows 8 Doors 5764 Verical Alum Mullion FL 15353.2
Wind Breaker
Dual Action
Other
June 2014
Category/Subcategory Manufacturer Product
Descri tion(including
Florida Approval #
decimal
3. Panel Walls
Siding 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 / Cambridge FL7006.1
Underla ments Warrior Roofing 15 and $30 Roofing Fell FL2346.1
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofina tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coatin
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
En ineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Park Square Homes
Please Print)
June 2014
Florida Building Code Online
1
liups://www.floridabuilding.org/pr/pr_app_4ti.aspx?param=wGEVX .
I tE
RegulationProfessional
r ras m
SCIS Home I log in I user RegtstraWn I Not Thaim I Submt Surcharge I Stats Q Fads i PubrcatkM I F8C Stag I aCLS Ste Map I U*1 I Search I
F ricUS
h
r
0oduct Approval usea:
Public user i?
@ll & Aoaoval Menu > Product pr A{I„r,n•I, > &WkAtbn & > AppGmtion Detail FL #
FL8871-R8 Application '
type Revision Code
Version 2017 Application
Status Approved Comments
Archived
Product
Manufacturer Therma-Tru Corporation Address/
Phone/Email 118 Industrial Drive Edgerton,
OH 43517 419)
298-1740 rickw@rwbldgconsultants.
com Authorized
Signature Vivian Wright rickw@rwbidgconsultants.
com 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 - Hardcopy Received Florida
Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the
Evaluation Report Florida
License PE-43409 Quality
Assurance Entity National Accreditation and Management Institute Quality
Assurance Contract Expiration Dale 12/31/2021 Validated
By Ryan J. King, P.E. Validation
Checklist - Hardcopy Received Certificate
of independence FL8871 R8 COI (b) CertlJttat Lindsp_e Ql 45: Referenced
Standard and Year (of Standard) Standard Hear ASTM
D1929 1996 ASTM
D2843 1999 ASTM
063S 2003 ASTM
E1300 1998 ASTM
E84 2000 ASTM
G26 1995 TAS
201, 202, 203 1994 I
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Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending F8C Approval
Date Approved
Florida Licensed Professional Engineer or Architect
EWjZ; R$ E ugIv (b) Egulvaiency of Standards.odf
Method 1 Option D
10/17/2017
10/17/2017
10/19/2017
12/12/2017
Summary of Products
fL !t Model, Number or Name Description
8871.1 a. "ClasslcCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door
i (
X) - Inswing or Outswing
i Limits of Use Installation Instructions
i Approved for use In HVH2: Yes FL8871 R8 1I (b) Inst 8871.1.pdf
Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.1 for Design Pressure Ratings by F0871 R8 AE L) Ev_al 8871.1.p_df
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and Installation instructions.----
r—--_
1 - — _ - -- _--- — -
8871.2 -_ b. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - -
Rustic" Series - Inswing or Outswing — -
Limits of Use - Installation Instructions
Approved for use in HVH2: Yes f18871 R8 1[ (b) Inst 8871;2.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
f Design Pressure: N/A Evaluation Reports
Other: See INST 8871.2 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.2.pdf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation Instructions- -- - - - — - - -- -- -- — —
8871.3 , c. "ClassicCraft" or "ClassicCraft
I Rustic" Series
Limits of Use
Approved for use in HVH2: Yes
Approved for use outside HVH2: Yes
i Impact Resistant. Yes
Design Pressure: N/A
Other: See INST 8871.3 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and installation Instructions. (For FlberClassic and
SmoothStar sidelites, this product approval requires the use
of "Y part numbers for these sidelites, which have been
I stained or painted within six months of Installation.)
8871.4 d. "ClassicCraft" or "ClassicCraft
Rustic" Series
Limits of Use
Approved for use in HVH2: Yes
Approved for use outside HVH2: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 8871.4 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
3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with
Sidellte (OX or XO) - Inswing or Outswing
Installation Instructions
FL8871 R8 11 (b] Inst 8871.3.134f
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL8871 R8 AE (b) Eval 6871.3.0f
Created by Independent Third Party: Yes
3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with
Sidelites (OXO) _Inswing or Outswing _ ---
Installation Instructions
FL8871 R8 If (b) Inst 8871.4.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL8871118 AE (b) Eval 8871.4.g_df
Created by Independent Third Party: Yes
2 of 4 4/15/2018, 5:00 PM
Florida Building Code Online https:HwNvw. floridabu ilding.org/pr/pr_app_dtl.aspx?param=wG EV X.:.
stained or painted within six months of Installation.)
8871.5 e. "FlberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) -
Series _ - - — - 7TInswing or Outswing-
iLimits of Use i Installation Instructions
Approved for use in HVHZ: Yes ELa$71 R8 11_(b) In$t 0 71.S.pdf
l Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant., Yes Created by Independent Third Party: Yes
Design Pressure: N/A , Evaluation Reports
Other: See INST 8871.5 for Design Pressure Ratings by I FL8871Jt8 AE (bl Eval 8871.! .gdf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation Instructions.
8871.6 f. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with
Series Sldelite (OX or XO) - Inswing or Outswing
ILimits
of Use Installation Instructions
Approved for use in HVHZ: Yes MW2-8-8 1UbJ_In5SQ_Q71.6.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.6 for Design Pressure Ratings by EL,8Q71 RQ AE_(tt) Eval 8871 _6_pGf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation Instructions. (For FiberClassic and
SmoothStar sidelites, this product approval requires the use
of I* part numbers for these Sidelites, which have been
stained or painted within six months of Installation.)
8871.7----- g. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with -
Series Sidelites (OXO) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes EI.,8Q71 R8 LI (b)_IpS_ $ 7g1.7.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.7 for Design Pressure Ratings by F•L8871 R8 AE_(b) Eval 887.1.7.pdf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions. (For FiberClassic and
SmoothStar Sidelites, this product approval requires the use
of "1" part numbers for these Sidelites, which have been IstainedorpaintedwithinsixmonthsofInstallation.)
8871.8 h. "FiberClassic", "SrnoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) -
ClassicCraR" or "ClassicCraft Inswing or Outswing
Rustic" Series
Limits of Use — Installation Instructions
Approved for use in HVHZ: Yes F18871 R8 Il (b) Inst 8871.8.Qdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant, Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.8 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.8.pd1
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
i and installation Instructions.
1 8871.9 I. "FiberClassic", "SmoothStar",
i "ClassicCraft" or "ClassicCraft
I Rustic" Series
60 x 8'0 "Impact" Opaque Fiberglass
Sidelites (OXXO) - Inswing or Outswln
Double Door with
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL8871-_RgIt (b)Jnst 8821.9_RCLf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.9 for Design Pressure Ratings by I FL8871-ke E1bL v_al 0871,p l f
specific Model and for any other additional use limitations I Created by Independent Third Party: Yes
and installation instructions. (For FlberClassic and
SmoothStar sidelites, this product approval requires the use
of "1" part numbers for these sidelites, which have been
stained or painted within six months of installation.) 1 ----
Back next
3 of 4 4/ 15/2018, 5:00 PM
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Contact Us :: 2601 Mir Stone Road, Tallahassee FL 32399 eh;MASO.487-1824
The State of Florida is an WEED employer. QpyAaM 2007.2013 State pf Florda.:: Prval;y StitgnjClt :: AccesSWay Statement :: Refund Statement
Under Florida taw, emad addresses are public records. If you do not went your emad eddness released In response to a public -records request, do not send electronic
mail to this enity. instead, contact the office by phone or by tradtlonal mall. ff you have arty questlons, please contact 8SO.487.139S. 'Pursuant to Section
4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS. F.S. must provide the Department than emad address f they have
one. The emaas provided maybe used for offetal communlcatlon with the licensee. However emad addresses are public record. If you do not wish to buppty a
personal addreSS, please provide the Department with an emal address which can be made avalable to the public. To determine (you area licensee under Chapter
4SS, F.S., please dick hM.
Product Approval Accepts:
Iowa
Credit Card
Safe
4 of 4 4/ 15/2018, 5:00 PM
THERMAITRU
0
THERMA TRU DOORS
1 IS INDUSTRIAL DR.. EDGERTON. OH 4351 7
SMOOTH STAR & FIBER CLASSIC
FIBERGLASS SINGLE 'IMPACT' DOOR
w/ "NON -IMPACT' SIDELITES
INSWING / OLITSWING
GENERAL NOTES
I. This producl has been evaluated and Is In compslonce with the loth Edition 12017) Rondo Building Code (FBC) structural
requirements Including the'lio Velocity Hutricone Zone' (HVHZ)•
2 Product anchors shall be as hied and spaced as shown on detoils. Anchor embedment to base material stall be
beyond wall dressM or stucco.
3. When used in ths'WKr the opaque door complies W ilh Section 1626 of the Fbido Builft Code and does not require
an impact resistant covering. The nor impoct dMte must be protected with an Impact resistant covering comptying
with Section 1626 of the FBC.
4. When used in areas outside of the 9iVHT regseMg wind bome debris protection. The opaque door compiles with FBC
Sections 1609.I I & 13012.12 and does not require an impact resistant covering. The opaque door meets missie Ievel-D'
and Includes Wind Zahe 4 as defined In ASTM E 1996 and FBC Sections 1609.122 6 R3D12.12-1. The nontrnpocl slde6fe3
mud be protected with an Impact resistant covering complying with FBC Sections 1609.12 A R30111.2.
S For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2( buck masonry
construction.
6. Ste condltlons that deviate from the defats of Iha drawing require further engineering analysis by a gcersed engineer ar
registered architect.
7. Oubwing conf9uro6om using coosld sit Dem 04 under active doors, and at sit used under the sldeStes. meet water
lnfdfration requirements for?gVW.
8.
kswing confgseatfors and oulswirg configuroslons using A Item AS under the door do not meet the water Ingirotionrequirementsfdtthe •IWW and shag be Installed only In non•hobllable areas or at habitable locations protected by on
Overhang of canopy such that the angle between the edge of canopy or overhang to s8'is less than 45 degrees.
TABLE OF CONFENIS
design pressures I: general notes
detain (Smooth star) RSHEETMIDI.
ESCJUFWNatiors.
det ds (Fiber classic(
el detaGsrass sections
sections
7 Vefficdl sass secfrors
8 Buck and home anchonno - 2X buck masonry construction
9 Frame axtw g -1 X buck masonry construction
to Can enh a Gloarh defogs
I I Bug of Moteriats
71.75' MAX.OA. FRAME WIDTH %,, ''••.
37.7SMAX. 1550 MAX.'i
FRAME WIDTH FRAME WIDTH rwrrrrt 11
36r)Q MAX. 13.75'MAX.
PANEL WIDTH PANEL WIDTH N
V
E 5
z =
T P
O
f
T
JY
OVERALL - DESIGN PRESSURE (PSG
I
DOOR TYPE , SWING " FRAME;:; -
DIMENS)ON-- P.OSITIVE NEG:4TIVE_
INSWING 71.75" x 98.00' 60.0 60.0
SMOOTH
OUTSWING 71.75" x 96.SW 65.0 65.0STAR
INSWING 71.75" x 98.00' 60.0 60.0
F18ER
OUTSWING 71.75' x 96.50' 65.0 65.0CLASSIC
See Sheol 10 for desgrh Pressure Imracas.
0
n
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aY 2r
2000 O
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Y ii Z Cl
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o f m d LL
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e N.LS. 4
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FL-8871.7 a
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MAX EXTERIOR
INTERIOR 47
CAL
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er
DWS er
LFS FL--
887t.7
64
66
67
61 EXTERIOR 67
INTERIOR
1 HORIZONTAL CROSS SECTION
3
L— DETAIL A A J
60 DOOR FIbC
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DETALL A -A
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CORNERSMHOF PANEL c H 110
sz ro RA L @-,QMM
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28.86% OPEN
AREA MAX.
EXTERIOR INTERIOR
2 VERTICAL CROSS SECTON
3
Ell-I2:5I1I 1 1=
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05 22 08 0z
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w0 ND.
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a
FL-8871.7 0
N
T 3 OILl A
13,IS' 1,
PANEL
WID1H
I '
1
v
rL
d
P
L
7D S1D A E
71 tn tta Sltleite
72 SideDe
O
F
73 S+deRe
6t
r MAX D.L,
DQEWOR
ZY INMOR U
1 HOWONTAL CROSS SECTION
4 Idassx crott a moic)
D.L.
N
IMERIOR
2 HORIZONTAL CROSS SECTION
4 (Fbw clomieI
1' MAX. D.L
EXTERIOR
INTEWR
3 HOMONTAL CROSS SECTION
q (Smooth 0-1
EXTERIOR INIE1t10R O EXTERIOR
8
IN MIOR EXTERIOR
t
A.
C: n
r A• J=r;
0:05 i
47
49 r`
V 4 a
n
4 VERWAL CROSS SECTION 5 VERRCAL CROSS SECTION 6 VERiICAI CROSS SEC"ON
4 )mom aaF1 a rustic) 4 (Rbe d k) 4 (Smooth stor)
p'N4Qoo
20
pzo
OS 22 O8 7
s N.T.S.
or. DWS m
W. LFS ;
R40 No_
V
0
FL-8871.7 0
o -C oa 1L n
NOTE:
1. S•rdelite ass'y fastener: 6' from
each end and 6 more screws
equally spaced between.
8 screws total per jamb.)
T HORIZONTAL CROSS SECTION
kl-!,/ g stwd - Inswing
2 HORIZONTAL CROSS SECTION
S a,lswo,g slwnm - ir-*v
ado opptovetl
4 HORIZONTAL CROSS SECTION
Slwwnw/IXsvDb1a
3'N HORIZONTAL CROSS SECTION
Q,j -inswing
1=14491si . I I i
Iffiziu
OS 22 08 i
t N.T.S.
M, Dn is
er In 3
FL-8871.7 u
n 5 ar I t
EXTERIOR y INTERIOR
T VERTICAL CROSS SECDON
6 Eldrd - inswing EXTERIOR
INTERIOR I
EXTERIOR "
T`... INTERIOR 2
VERTICAL CROSS SECTION 6
Shown w/Ix wl>budc EXTERIOR
INTERIOR I
ll-/
see gerd notes shee2 O
o0 j
O m INTERIOR
n
g
u
xis z
Po v R
m g
p o a i
40
un
60
0 F:, e> 3
VERTICAL CROSS SECTION 6
Outswingconfip Wn see
ggeenner' noises 9ree1 1 fa1IVIITwder
tni'iltmtion requhements
INTERIOR
EXTERIOR we
oeneml notes sheer 1 9I,
11hhl 1 1= Ile1.
4
e
i
OS
22 08 i E
N.r.& s 9Y:
UWS e.:
LFS i FL-
8871.7 0 n
6 a 11 n
SEE h
70 NOTE 1 9 8 0j
EXTERIOR INTERIOR
T VERTICAL CROSS SECTION
Ou tswin9 01awn . Inswing
oho appoved NOTE:
1. Screws tW head and sm
lamb located 3• from each
and and O.C. (IYP.) Ine.
EXTERIOR INTERIOR
4 VERTICAL CROSS SECTION
7 u ing conOwm-
EXTERIOR-%1— INTERIOR
2 VERTICAL CROSS SECTION
Shown w/Msub-mutt
EXTERIOR
rS'*N VERTICAL CROSS SECTION
Cawing conrowallon
INTERIOR
INTERIOR ALL 111-
SEE
TE
70
3-'\ VERTICAL CROSS SEC
vOuiswinqcanApwffon
INTERIOR DMIOR
a N.T.s.
eLc DWS
l.f'S
FL-8871.7
7 7 a 11
r
ir
TYP. HEAD &
MASONRY
II
JAMBS IIOPENING
II II
II II
II II
2X BUCK-N, I 11-1 MULUONOWNFOR
RMENCE
II ONLY
II II
II II
II II
II II
II II
BUCK ANCHORING
Tr—T
R4MASONRY
r- i 0
Tjl
OPENING
FRAME
TYP. SILL
TYP. ti
2)(BUCK I F MULLIONLT
TYP. SILL
A
HINGE JAMB FRAME ANCHORING STRIKE JAM!
Masonry 2X Wd construidlon
CONCRETE ANCHOR NOTES
1. Concrete anchor tocalkwu of The comers may be odpAted to maintain the min.
edge distance to mono )olnk
Z Concrete anchor location; noted os'MA)L ON CENTER' must be o*Wed to
matntoin the min. edge distance to ffort0ri0ift additional concrete anchors
may be recluked to ensure Me "MAX. ON C&4Wdrftnston are not exceeded.
3. Concrete anchor table
o:.::
l*---'-
ANCHOR .NCHOR.
1 -. :, m IN.CLEMANCE Y
ECd w
T0
114* 2" TAPCON
EICO
C, U
TRACON I
WOOD
SCREW ffiWALLAIKUN Ult.%. 1.
Maintain 0 nqrdmwn AW edge d1slance, I* end dksfonce, & I- 0-c- SPGchg Of wood
screws to prevent the splitting of wood. HINGE
WAIL Z-
XF a E54
it r W.
6 Z
g1D. 90
i—
xAtyyyU ILad
S
0F1icmiUTCH
A DEADBOLT DETAIL at,
U15 gm
FL-
B871.7
THESE (2) ANCHORS REQ'D
ONLY WHEN DP > 60.0 PSF
MASONRY
OPENING
FRAME
i1X BUCK F
a TYP. sn.l
K (
TYP. SILL
HINGEJAMB fIL4MEANCHORING
Masonry IX buck construction
CONCRETE ANCHOR NOTES:
1. Corlaxete anchor locations of the comers may be adjusted to rtwbltoln the min.
edge distance to morforjolnts.
2. Concrete anchor locations noted as MAX. ON CENTER* must be odlusfed to
maintain the min. edge distance to mortarloints. additional concrete anchors
may be required to ensure the MAX ON CENTER' dimension are not exceeded.
a Concrete anchor table:
MIN;CLEARANCE
I-. S12f=%: EMBEDMENT:
EIm4" 2" 4"
TAPCON
1. wnnn er,,REW M4TALLAIION NOTES:
Maintain o mfnMwn S/8"edge distance. 1"end distance. d 1"0.c spoc'ng of
wood screws to prevent the spitting of wood•
a
I
61U
O
I
SIRIRE JAMB
1 lox
N d
s
rrrrl • I1111
171,````
t N
i
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HINGE DRAR
Cal
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en DYVS m'
en LFS 3
nm xo: a
FL-8871.7 0
0
matt
r sas
r
2 iHRES OLD
5.75
o
ra a oLD
stondord
214
rF J i
i :
2D INSWING SIDELITESpneei
I/T GLASS 3/4- THK.
BRE — GLASS
1 /Ir TEMP.
AIR SPACE
1 /8" TEMP.
SWIGGLE GLAZING
24 SPACER
ALNG DETAIL
1 Mi
7/16- GLASS
WE
G4 GI F1pA01 pbss
L G 0 IL
RESH
Irovh+g selWdlust
Nvnnp
6AAl( DESIGN PRESSURE
I' THK.
GLASS
IX TEMP.
AIR SPACE
1 /8- TEMP.
SWIGGLE GLAZING
SPACER
E2= h
8 HE D t SID
1
bmD
21T--{
ci
r I
O 1 fG SIDSlD
Spoca
7/16' GLASS
BITE
Gllo
sd
LNG IL
1 /T THK.
GLASS
1 /8" TEMP.
AIR SPACE
1 /T TEMP.
25'STEEL
INTERCEPT
SPACER
it
un
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or. LFS
oa PW
FL-8871.7
n 10 or JJ
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A rida
r Product Approval
R It USER: Pudk User
HoAutl Annroval Meny > Pmgttt or ApgJ tbn 54drrh > e 0! lillp 64I > Application Detail
Ft. # FL15332-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
bsitlinger@miwd.com
Authorized Signature Brent Sltlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/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. Urlch, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
EL15332-_P_4 COI FLCOI.pdf
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
Year
2008
I of 4/1512018, 5:03 PM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_otl.aspx?pamm=wGEVX,.
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
08/11/2017
08/13/2017
08/1S/2017
10/10/2017
Summary of Products
FL # - Model, Number or Name - Desc-ription
15332.1 SERIES 420 ALUMINUM SGO SERIES -3/4"x80" NO420ALUMINUMSGOOXO145N- -
REINFORCED- - -
Limits of Use Installation Instructions
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- `_-----_--
15332.2 SERIES 420 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
15332.3 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 TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
FL15332 R4 II Q8-00500E.od<
Verified By: Luis Roberto Lomas 62S14 I
Created by Independent Third Party: Yes !
Evaluation Reports
FL15332_R4 E S108Q7Q.pdf — —
Created by Independent Third Parry: Yes
SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80' NON -
REINFORCED -- ----
Installation Instructions
F_41i 32 4_Il_0049$-E,PS[
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
Q05332 R4 AE 510805D.odf
Created by Independent Third Party: Yes
SERIES 420 ALUMINUM SGD REINFORCED OXO
145-3/4"x96"
Installation Instructions
EU5332_R_1t 0_Q2Z49C pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
F_LI5332 R4 AE_512% -8_CCSIf
Created by Independent Third Party: Yes
15332.4 _ 1 SERIES 420 ALUMINUM SGD 1 SERIES 420 ALUMINUM SGD REINFORCED OX,
REINFORCED 196'x96"
Limits of Use - — - - Installation Instructions - -- - - -
Approved for use in HVHZ: No FL15332 R4 11 08-02249C.pdt
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN F_15332 R4 AF 512969C.
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.S SERIES 420 ALUMINUM SGD -
RE[NFORCED
Limits of Use - - --__.-
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX
ALUMINUM SGD 96"x96"
Limits of Use Installation Instructions
Approved for use In HVHZ: No ELI5 11 _R4 [[ OB-OQ499Epdf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96"
Installation Instructions -
F.LUX32 R4 f l Q$: Q2250C Pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FLl 3 R4 AE 51297Q.pdf
Created by Independent Third Party: Yes
2 of 3 4/15/2018, 5:03 PM
Florida Building Code Online https://www. floridabti i lding.org/pr/pr_app_dtl.aspx?param=wG EVX...
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN f t Si32 R4 AE 510ffi_M,pdf
PRESSURE RATINGS Created by Independent Third Party: Yes
i 15332.7 I SERIES 420 REINFORCED — SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96"
ALUMINUM SGD
Limits of Use --- Installation Instructions -- — --- -
Approved for use in HVHZ: No E115332 R4 II W-QQ501E,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 TO APPROVAL DOCUMENT FOR DESIGN EL15332 R4 AE S1Q_80BD.odf
PRESSURE RATINGS Created by Independent Third Party: Yes
15332.8 1 SERIES 430/440 ALUMINUM SGO
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 1 SERIES 430/440 REINFORCED
i 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
SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON -
REINFORCED
Installation Instructions
ELIS332 R4 If 08-00503E.14f
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
fL15332 R4 @ESa0809D,pdf
Created by Independent Third Party: Yes
SERIES 430/440 REINFORCED ALUMINUM SGD XXX
143"x96"
Installation Instructions
FL1S332—R4 11-08=00503E,Pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
RUM R4 AE 510810D.0f
Created by Independent Third Party: Yes
Bark Next
Conlin. a :: 2601 8lalr Stone Read. Tallahassee FL 32399 P pne: 850.487-1824
The State of Florida N an AA/EEO empbyec copynotit 2007-aq L_St+1e of Florida- :: Epsy.2OjtaeOt :: Accessibility Statement :. fkllmdjcAatcal t
Under Florida law, email addresses are pubic records. r you do not want your a -mar address released In response to a publik.records request, do not send electronic
mar to this entty. Instead, contact the office by phone or by traditional mall 9 you have any questions, please contact 8S0.497.139S. -Pursuant to Section
4S5.275(1), Florida Statutes, directive October 1. 2012, kensees licensed under Chapter 4SS, F.S. must provide the Department with an emar address r they have
one. The *mails provided may be used for omtlal communkalbn with the licensee However email address!$ are public retard. V you do not wish to supply a
personal address, please provide the Oepartment with an email address which can be node available to the pubic. To determine R you are a licensee under Chapter
4SS, F.S., please tick b1R.
Product Approval Aooepte:
FOR dlKr
Credit Card
Safe
3 of 3 4/15/2018, 5:03 PM
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 TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X 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.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL- EXTRUDED ALUMINUM 6063—T5.
6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WPM LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-.
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE
OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS
11.FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12.FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 .048" THICK MINIMUM
15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, FIX
TABLE OF CONTENTS
SHEET NO.1 DESCRIPTION
1 I NOTES
2 - 3 ELEVATIONS
4 - 10 INSTALLATIO
I1rcv I OESCRFTM I DATE 1 APPROVED
A ADDED FLANGE AND FIN INSTALLATION 12/10/13 ILL
B REVISED INSTALLATION DETAILS 08/03/15 R.L.
C REVISED INSTALLATION DETAILS 06/21/17 R.L.
SIGNED: OS21/2017
MI WINDOWS AND DOORS LLC 0111111111// 650 WEST MARKET STREET
GRATZ, PA 17030 NJ
419 G E N s . ,p 0 5 * = SERIES 420
SGD REINFORCEDWITHOUTADAPTER96" X 96" NOTES
pTATE OF ; i
F•• (OR10P• '' O/ONA1`
laG mA1nr, D+
rc
10. REV
V.LE 08-02249 C
Luis
R.
Lomas P.E.
FL No.: 62514 DATE NTS
10/30/13
021OF 10 LR09ER70LOMASPE 1492 WOODFORD AD LEWISVELE.
NC
270M 474-64a4609 Abmarft4mAwaam
I
F1
HE
6' MAX
96" MAX FRAME WIDTH
2) ANCHORS PER LOCATION
SEE CHART #3
FOR NUMBER OF LOCATIONS
REQUIRED
17' MAX
r I I
Q.C. -1
6' MAX
17' MAX
O.C.
16' I
tAX
AME
IGHT
6' MAX
6' MAX
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
35.OPSF NONE
SEE CHARTS /1 AND 02 FOR OTHER UNITS RATINGS
NOTES:
1. MAXIMUM PANEL SIZE: 491/Y x 9S'
2. MAX/MUM D.LO.: 44 58' x 90 &8'
HARDWARE SCHEDULE
MOUNTED HANDLE SET (99.04.145) AT 38 314' ON CENTER FROM PANEL 90
LLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PXlEL BOTTOM RAILS
1M 6053.Te REINFORCEMENT (000) AT ALL PANEL INTERLOCKS
tMVISDIS
RLV DESCPoFl10N D4¢ AiVROrm
A ADDED FLANGE AND FIN WSTALLATIDN 12,110/13 R.L.
6 REVISED INSTALLATION DETAILS 08/03/15 R.L.
C REVISED INSTALLATION DETAILS 06/21/17 R.L.
CHART rI
WHERE WATER INFILTRATION RESISTANCE 1S REQUIRED.
CtF ALM= a Q"rAT r
Design press - chail (ps0
Frame
Woe Panel and Total Frarre WatA (m)
1
30.0
8000
360
7200
420
84.00
4&0
98.00
P. I Nap I P. Np Pot Meg
84.0 40.0 58.4 40.0 509 40.0 42.0
SAO 40.0 552 40.0 4fl0 T40LO43.0 39.4 39.4
40.0 52.4 40.0 45.4 37.1 37.1
D40 400 49.8 4Q0 431 36.0 35.0
CHART I2
WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
SEE NOTE 9 SHEET I
Design pressure chart (psq
Frarna Stole Panel and Total Frame VWth t1)
H*tg
M
30.0
8R00
3&0
7200
120
scoo
4&0
9&00
Pas I Nay I os Nap Pot Nag Pot Nag
84.0 58.1 1 58.4 1 5D.9 509 45.7 45,7 42.0 420
8&0 M21 65.248.D 4&0 43.0 43.0 39.4 39.4
920 52.4 524 45.4 454 4" 40.8 37.1 37.1
96.0 49.8 49.8 43.1 43.1 38.4 14 35.0 35 0
CHART 03
Number of anchor locations required
Frame
Snye Rand and Total Frame V th in)
He9h1
In!)
800
30.0 1 no
72.0
420
a
4&0
P&O
HLS I Jamb I HaS I Jamb HAS I Jamb H&S bmb
84.0 4 1 e 1 5 1 e 6 1 8 6 a
85 4 e 1 5 0 e e e e
920 4 1 e 5 1 e e e 86
0&0 4 0 5 9 8 6 8 6
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
96" X 96"
ELEVATION
OPAWN. DWC NO REV
V.L. 08-02249 C
seat NTS JDAV 10/30/13 1 SHED OF 10
L. RMRTO LCMAS P.F.
r432 wOODFORD RD LEKISVLL& NC 27023
434-m-o 09 rl ffAsv &%Aw tom
SIGNED. 06/21/2017
09 /
GENSF •LP
ey8j25 '•
o (TATl E OF
O'. . w
Luis R. Lomas P.E.
FL No.: 62514
c
M
FR
HE
FLAT MOUNTED HANDLE
METALLIC TANDEM ROLL
96' MAX FRAME WIDTH
1)•ANCHOR PER LOCATION
AT HEAD do JAMBS
SEE CHART 94
FOR NUMBER OF LOCATIONS
REQUIRED
6.( 1L 17" MAX _
Ir O.C. 6 MAX
6' MAX
17' MAX
O.C.
6' TT-,
4X
WE
GHT
6" MAX
2) ANCHORS PER LOCATION
REVISIONS
aVI OESOIP110N GATE APPROVED
A ADDED FLANGE AND FIN wwALLATON 12/10/13 R.L.
B REVISED INSTALLATION DETAILS 08/03/15 R L
C REVISED INSTALLATION DETAILS 06/21/17 R.L.
NOTES:
I. MAXIMUM PANEL SIZE., 46 I/T x AS'
2. MAXIMUMDLO.:445.8'x9D&9•
CHART fl4
Number of anchor locations required
SkVb Panel and Total Una VVidIh (in)
Frame
HepM
in)
30.0
60.0
30.0
720
2.0
4.0
0.0
0&0
H65 lamb N6S Jamb Hss Jamb NSS Jamb
6A0 4 6 5 6 8 1 6 6 6
80.0 4 6 5 6 6 6 6 6
910 4 6 5 6 6 6 6 8
90.0 4 6 5 8 6 6 6 6
SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL
EXTERIOR VIEW SEE CHART #4
FOR NUMBER OF LOCATIONS
DESIGN PRESSURE RATING IN.PACT RATING
REQUIRED
335.0PSF NONE
MI WINDOWS AND DOORS LLC
SEE CHARTS IT AND #2 SHEET 2 FOR OTHER UNITS RATINGS
650 WEST MPA
17 STREET
GRATZ,
PA 030 SERIES
420 SGD REINFORCED WITHOUT ADAPTER 96"
X 96" FIN
ELEVATION OW'":
a" NO. R V.
L. 08-02249 ARE
SCHEDULE 146)
AT363(4'ON CENTER FROM PANEL BOTTOM $tN[
NTS a' 10 30 13 3 OF 10 E
195)
AT EACH END OF PANEL BOTTOM RAILS L.
AOBERD LLWIAS P.E I>
Z ri'OOOFOAD AD EWLSVILLE. AC270t7 MS)
AT ALL PANEL INTERLOCKS _ -__ 434-W-OM nbmast9aMmas?atom SIGNED:
06/21&017 IR!
Itlo/% s . VGENS!
q`P STATE •
0„
61251 r
OF •
cZORMt•
M10NAtill
11E G. Luis
R. Lomas P.E. FL
No.: 62514
SONS
1/2- MIN. REV DESC FWN DATE APPROVED
EDGE DISTANCE
A ADDED (LANCE AND FIN INSTALLATION 12/10/13 Rl
B REVISED INSTALLATION DETAILS 08/03/1S R.L.
1 3/8" MIN. C REVISED INSTALLATION DETAILS 06/21/17 R.L.
WOOD FRAMING
OR 2X BUCK
EMBEDMENT
i
BY OTHERS
1/4•
MAX.
SHIM
g10 WOOD
SPACE 1 3/8" MIN 4• MAX.
SCREW EMBEDMENT IF'HIMSSPACE INTERIOR
1/
2• MIN. EDGE
DISTANCE r1 110
WOOD SCREW
WOOD
FRAMING OR
2X BUCK BY
OTHERS EXTERIOR
11 11 11 11 INTERIOR SILL
TO BE SET IN A
BED OF APPROVED
SEALANT MIN.
ENT
11N.
VERTICAL
CROSS SECTION WOOD
FRAMING OR 2X BUCK INSTALLATION NOTES:
1.
INTERIOR AND EXTERIOR FlNISHES, BY OTHERS, NOT
SHOWN FOR CLARITY. 2
PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED
IN ACCORDANCE WITH ASTM E2112 g10
WOOD SCREW
WOOD
FRAMING OR
2X BUCK BY
OTHERS JAMB
INSTALLATION DETAIL WDOD
FRAMING OR 2X BUCK INSTALLATION SIGNED:
0621/2017 MI
WINDOWS AND DOORS LLC 650
WEST MARKET STREET 0%
IIII1/1/,, 0
GRAT2,
PA 17030se; P ; I40yC
5 1 * = SERIES420SGDREINFORCEDWITHOUTADAPTER96"
X 96" yv, FRAME
INSTALLATION DETAILS SSTAT E OF OR1GUNTS
oRAwN:
owc No. AD 08Luis
R. Lomas P.E. FL
No.: 62514 o"
h 10/30/13 =49 OF L
ROBERTO LOM4S P.E. I/
92 MIOODFORD RD LEK SV01E AC 27023 4ZU40460
doff SV*kM *c=
METAL
STRUCTURE
BY OTHERS
1/2- MIN.
j EDGE
DISTANCE
1/4- MAX.
B r SHIM SPACE
OR
LING
SILL TO BE SET IN
A BED OF
APPROVED SEALANT
10 SMS OR
SELF DRILLING
SCREW
METAL
STRUCTURE
BY OTHERS
1/2- MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCEW/THASTM E2112
TT
1/2- ME
EDGE DIST)
I
110 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
RLVmORS
REv orscRpne" DATE A PNOVm
A ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL
8 REVISED INSTALLATION DETAILS 08/03/15 R.L.
C REVSED INSTALLATION DETAILS 06/21/17 RL
JAMB INSTALLATION DETAIL
METAL STRUCTUREWSTALLATON
SIGNED: 0612112017
MI WINDOWS AND DOORS LLC juIIIIII/j,,
650 WEST MARKET STREET J\? .G fi 04fGRATZ, PA 17030 1 b, 9F •S
DAt5SERIES420SGOREINFORCEDWITHOUTADAPTER
9X 96" INSTALLATION
DETAILS 7• Of; ,*= TATEFRAME F • °C
0R10P • ' jsiS,01VA1`E G Luis
R.
Lomas P.E. FL No.:
62514 auwN 01rc
ND. OB-022249
as C
scut
aTE
NTS 10/30/13 5 OF 10 L ROBERTO
LOMAS PZ IkVV0OOOFORDRDLEV4SVILLENC27= ViM-
O509
rftffaL '+Y cm
1 1/2- MIN 1' MIN.
SEPARATION EDGE DISTANCE
1 1/4' MIN.
a• . ' EMBEDMENT
CONCRETE/
MASONRY
1/4' MAXBYOTHERS
SHIM SPACE
OPTIONAL
1X BUCK
TO BE
PROPERLY
SECURED
SEE NOTE 3
SHEET 1
3/16- TAPCON
3/16- TAPCON
MASONRY/
CONCRETE
BY OTHERS
EXTERIOR II II II II INTERIOR
SILL TO IN
A BED OF
APPROVED`SSEALANT
s 1 1/4' MIN.
a' EMBEDMENT
e 1
a
2 7/8- MIN 1- MIN.
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY WSTAL LATION
REWSOM
OESpEPIION DATE APPROVED
ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L
REVISED INSTALLATION DETAILS 08/03/15 R.L.
REVISED INSTALLATION DETAILS 06/21/17 R.L.
1 1/4' MIN.
EMBEDMENT
1/4' MAX.
1- o
SHIM SPACE
MIN • INTERIOR
EDGE
DISTANCE
3N o
MIN
SEPARATION
3/16- TAPCON EXTERIOR
CONCRETE/MASONRY
BY OTHERS JAMB INSTALLATION DETAIL
C4NCRETEQLL4SCNRY INSTALLATION
OPTIONAL 1 X BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
NOTES.
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY 0771ERS TO BE
DESIGNED INACCORDANCE WITH ASTM E2112 SIGNED: O6/21/2017
MI WINDOWS AND DOORS LLC xx%%IIII III"
650 WEST
GRATZ.
MPAKET17030REET `J S\GENS 9+% F
SERIES 420 SGD REINFORCED WITHOUT ADAPTER - *• 0 5 ,< =
FRAME INSTALLATION DETAILS Dom, $TAT OF
oRAILN: or, NO. KV RIO a08-02249
SCALE NTS 1611E 10/30/13 JOW6 OF 10 //OIIIAIIt\\
L ROSERMLALISAS LDIS R. Lomas P.E.
4v VA2ODFORDRDLENTSNLLE.NC27X2 FL No.: 6251413V.60b-0FM .V:ORI
r
1/2- MIN.
EDGE DISTANCE
WOOD FRAMING 1 3/8' MIN.
OR 2X BUCK EMBEDMENT
BY OTHERS
1/4" MAX.
SHIM SPACE
10 WOOD
SCREWS
EXTERIOR LL LI LL_ll INTERIOR
0 BE SET IN
I OF
NED SEALANT
10 WOOD
SCREW
WOOD FRAMINC
OR 2X BU0
BY OTHER!
MIN.
TENT
LWL V I/YYI.L
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK I/VSTALIAi10N
NOTES.,
I. BVTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
IIEVO WS
D[scRmoN DATE APPBO m
ADDED FLANGE AND FIN NSTALLATION 12/10/13 R.L.
REVISED INSTALLATION DETAILS 08/03/15 R.L.
REVISED INSTALLATION DETAILS 06/21/17 R.L.
1 3/8• MIN. 1/4- MAX.
EMBEDMENT SHIM SPACE
INTERIOR
1D MIN. EDGE
DISTANCE R hP F=— c 10
WOOD SCREWS
t--
EXTERIOR JAMB
INSTALLATION DETAIL OR
2X BUCK WOOD
FRAMING WOOD FRAMING OR2X BUCK INSTALLATION BY
OTHERS SIGNED:
0&l21/2017 MI
WINDOWS AND DOORS LLC V 11a Ilirrl//// 650
WEST GRATZ,
MPAK170ET
30REET EN o5SA' ,.
612SERIES420SGDREINFORCEDWITHOUTADAPTERTATE
FLANGEINSTALLATIONDETAILSZ10OF ; o Zc" '
cLORIOP• i!ip oarN: o>rc na IiEV V.
L. 08-02249 C ONAL EaG` rrI1111110
Luis
R. Lomas P.E. FL
No.: 62514 SME
NTS -m 10/30/13 ISHM7 OF 10 L
ROBERTOLOIMSA& IA3v
WOODFORD RD LFWLSVMLE AIC 27aM 434,
60.OW9 AbffA3dDkbm&%w-=m
1/2' MIN.
EDGE
DISTANCE
METAL
STRUCTURE
BY OTHERS
1 /4" MAX.
SHIM SPACE
otse neN ate APPROlLD
ADDED FLANGE AND FIN INSTALIATION 12/10/13 R.L.
REVISED INSTALLATION DETAILS 03/03/15 R.L.
REVISED INSTALLATION DETAILS 06/21/17 1 R.L.
1/d' MAX.
SHIMSHIM SPACE
SFORL- SEL DRILLINGSEL
SCREW 1/2-
MIN. INTERIOR
EDGE
EXTERIOR INTERIORFill
DISTANCE
SILL TO BE SET IN
A BED OF 10 SMS OR
APPROVED SEALANT SELF DRILLING
SCREWS
10 SMS OR METAL
STRUCTURESELFDRILLING
BY OTHERSSCREW
EXTERIOR
METAL
STRUCTURE
BY OTHERS JAMB INSTALLATION DETAIL
METAL STRUCTURE UJSTALIATION
1 /2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLA 7701V
NOTES:
1. INTERIOR AND EXTERIOR FINLSHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 06/21/2017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
111111II,,,
J S R. LO,,
GRATZ. PA 17030 G E Af '. +
0 51 +1r =
o lai,coa_
SERIES 420 SGD REINFORCED WITHOUT ADAPTER
96' X
FLANGE INSTALLATION DETAILS p TAT OF Lug
0
OF• cCOR10P• DRAW.DWG No. RCV
C s l4 IG
LUIB R. Lomas P.E.
FL No.: 62514
scat08-02249
NTS ate 10/30/13 8 OF 10
L AWERTO LCUAS AE
74Y WOOOFCWRDLEYNSVUEAC27 7
43.W4s09 nAom bbm&ve mm
REWSONS
1 1/2" MIN. 1' MIN. REV DESCFWTQN D= APPRWED
SEPARATION EDGE DISTANCE
A ADDED fLu+CE AND FlN INSTALLATION 12/10/17 R.L
B REVISED MSTALIA71ON DETALS 08/03/15 R.L.
I C REVISED INSTALLATION DETAILS 06/21/17 R.L.
1 1/4" MIN.
CONCRETE/ '
e• •'e EMBEDMENT
EMBEDMENT
MASONRY 1/4' MAX
BY OTHERS SHIM SPACE
IOnBUCK
ONAL- . 1/4" MAX.
X
TO BE .o ' r SHIM SPACE
PROPERLY MIN . I
INTERIOR
SECURED EDGE
SEE NOTE 3 DISTANCE
SHEET 1 _ ••
3/16" TAPCON
o'
EXTERIOR INTERIOR MIN.
SEPARATION
o
IL
SILL TO BE SET IN
o
A BED OF 3/16" rAPcoN
EXTERIOR
APPROVED SEALANT
3/16" TAPCON
CONCRETE/MASONRY JAMB INSTALLATION DETAIL
BY OTHERS CONCRETE/MASONRYINSTALLAnON
MASONRY/ OPTIONAL 1X BUCK
CONCRETE TO BE PROPERLY
BY OTHERS SECURED
SEE NOTE 3 SHEET 1 NOTES:
a 1 1.INTER/ORAND EXTERIOR FINISHES, BYOTHERS a,
1 1/4' MIN. NOT SHOWN FOR CLARITY. a'
EMBEDMENT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE a . • • .
I DESIGNED IN ACCORDANCE WITH ASTM E2112 e'
a
SIGNED:
06/21/2017 MI
WINDOWS AND DOORS LLC v11Rllylt/ 2
7/8' MIN. 1' MIN. 650 WEST MARKET STREET 5'C EN SEPARATIONEDGEDISTANCEGRATZ. PA 17030 , 'N e, ,J+ VERTICAL
CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT ADAPTER = *4TAT 05 1CONCREIE/INASONAYINSTALLATION96" X 96" FLANGE
INSTALLATION DETAILS EE OF tl, DRWW.
Dxc NO. 08-
02249 RLV
s3 sca
NTS o`7c 10/30/13 19 OF 10 /////ONA110 LAWRTOLOILASP.
E Luis R. Lomas P.E. 00-
M-06V9 fa "awbnlecmm 1432
WOODFORD RD LEVAWXLE, NC 27= FL Na.: 62514
WOOD FRAMING
BY OTHERS
1 1/4"
MIN.
EMBEDMENT
APPROVED
SEALANT
BEHIND FIN
NB WOOD
SCREW
APPROVED
SEALANT
BEHIND FIN
18 WOOD
SCREW
7/16" MIN
EDGE DISTANCE
EXTERIOR
1/4• MAX
I
SHIM SPACE
7/16" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4• MIN.
EMBEDMENT
WOOD
FRAMING
BY OTHERS INTERIOR TRIM
1/4' MAX.
SHIM SPACE
INTERIOR
VERTICAL CROSS SECTION
WOW FRAMING OR 2X BUCK INSTALLATION
FOR SILL INSTALLATION SEE SHEETS 4•9.
REVISIONS
REV DESCRPWN DUE I APPROVED
A ADDED FLANGE AND FIN INSTALLATION 12/10/17 R L
B REVISED INSTALLATION DETAILS 03/03/15 R.L.
C REVISED INSTALLATION DETAILS 06/21/17 R.I.
1 5/8' MIN.
EDGE DIST,
TRIM : °
1 1/4" MIN.
INTERIOR EMBEDMENT
MASONRY/CONCRETE
BY OTHERS
u-5
1X BUCK BY OTHERS.
HOOK STRIP 1X BUCK TO BE
PROPERLY SECURED
3/16"
EXTERIOR a i PANEL INTERLOCK
HOOK STRIP INSTALLATION
MASDNRY)CONCRETE
1/2" MIN. METAL STRUCTURE
1/2" MIN. EDGE
DISTANCE
BY OTHERS EDGE DISTANCE
TRIM
INTERIOR
MIN.
EMBEDMENT
HOOK STRIP
HOOK STRIP —
I I 010 SELF DRILLING
SCREW
10 WOOD PANEL
SCREW EXTERIOR INTERLOCK
EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION
METAL SJHUCI UHE
HOOK STRIP INSTALLATION SIGNED. 0612112017
2X BUCWWOOD FRAMING
MI OWS DOOREETRS LLC
650Dw ESMARDE 5 GRATZ,
PA 17030 GENs 9+ SERIES
420 SGD' REINFORCED WITHOUT ADAPTER zr* 14a 625 * = 96"
X 96" NAILFIN
Q HOOK IMSTALLATION DETAILS 7-pFTATE OF ; NOTES.
EXTERIORI.
INTERIORANDFINISHES, BY OTHERS, oRAtrtr
oec No Rtv 0.
i" •'°
LpR1OP• 08-
02449 C pNAiitrt G NOTSHOWNFORCLARTIY. 2.
PERIMETER AND JOINT SEALANT BYOT 14ERS TO BE SGu.E NTS MtE 10/30/ 13 1 O OF 10 DESIGNED
IN ACCORDANCE MTHASTME2112 L R49ERTOLO1114SP.E. Luis R. Lomas P.E. t4VKVODFORDROK7SVXLENC270M
L434-
M-O I? A a.mm FL
No.: fi2514 c
Florida Building Code Online https://www. Floridabui (ding.org/pr/pr_app_dtl.aspx?param=wG EVX...
MIMI
i
Professional -Replation
r
SCIS Home I Login I User Registraton I Hot Topics ! Submt Surcharge 1 Stacs s Facts I PubU atom. I FSC staff i WIS Site Map j Links 1 Search I
Flofida
p r GO Product Approval
USER: Pubic User
r'? Tinri eci
Product Aooroyal Men > Product or Aogl„ratlon Search > AppRaLn -wL > Application Dotal
FL # FL1S279-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
mwesterriield@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Certification Mark or Usting
Certification Agency Intertek Testing Services NA, Inc.
Validated By Gary Pfuehler
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
ANSI/DASMA 108 200S
ANSI/DASMA 115 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM F330 2002
Equivalence of Product Standards
Certified By Florida Ucensed Professional Engineer or Architect
FL15279 RS Equ 20170809 - FBC- DASMA 109 equl"-df
FL1S279 RS FqA% 20170809 - fBC - DASMAj15 equlv.Rdf I
of 7 4/15/2018, 5:17 PM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVX...
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page ! a
Method 1 Option A
08/10/2017
11/29/2017
12/05/2017
Model, Number or Name -
15279.1 001 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
DOES NOT meet the impact resistant requirement for
windbome 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 DSIE-1A471 : GD1SP,
GR1SP, GD1LP, GR1LP, AR1SP,
AR1LP, ED1SP, ED1LP, 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).
15279.3 ` 003 W3-09 DSIU 1A171: 9130,
9131, 9133, HDP13, HDPF13,
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 (ref 1609.1.4 FBC).
0 0 Page 1/ 8 0 0
Description
1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.;
interior skin 29 ga. min.) Single -Car (up to 9'0" wide)
WINDCODE® W3 Garage Door
Certification Agency Certificate
FLl Z79 R5 C_SAS_L4LCgf w15C-proof_of contrAd_&nd.QCQgf
gODSP-er-cioatl?df
FL15279 RS C CAC W}-Ii,,tigg_Ins rte;k.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL352.Z9_R5_11 10165 S-Revl2. odf
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 (up to 9'0" wide) WINDCODE® W3 Garage Door
Certification Agency Certificate
f1152Z2 R5 C CAC Letter with proof of contract and proof
gfjpi=U.gg,QQf
FL)S279 R5 C CAC W3 Listing Intertek,01
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FjI52Z9 "_U_103952-_&v-Q.LQdf
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® W3 Garage Door
Certification Agency Certificate -
F115279 RS C CAC Letter with flrgof of i:Q tMi; &nAoroof
gf In5Qe_cUgn W
FL15779 R5 C CAC W3 Listing Inttertek.flof
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 RS II 104175-Rgy01.p
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.4-^ 004 W3-16 DSIE-IA171: 20S0, 1-3/8" Double -skin Insulated EPS (ext
2051, 2053, 4050, 4051, 4053, 62, Interior skin 29 ga. min.) Double -Car
64, 65, 62G, 62LG, 64G, SDP38, WINDCODE(D W3 Garage Door
SFL38, SRP38, 134, 135, 136,
6130, 6131, 6133
erlor skin 27 ga. min.;
9'2" to 16'0" wide)
2 of 7 4/ 15/2018, 5:17 PM
Florida Building Code Online https://www. floridabu ilding.org/pr/pr_app_dtl.aspx?param=wGEVX...
j 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
Others 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
4 windborne debris regions. The product without glazing DOES
I comply with the impact resistant requirement for windborne
I debris regions (ref 1609.1.4 MC).
15279.5 -- - 005 W3-16 DSIE-1A471: GD1SP, -
GR1SP, GD1LP, GR1LP, AR1SP,
ARILR ED1SP, ED1LP, 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 DSIU-1A171:9130,
9131, 9133, HDP13, HDPF13,
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/-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).
i .
Certification Agency Certificate
f_115279 RS C CAC Letter with proof of contract and proof
ofJnsgjgQD_rlpif
FLIS279 RS C CAC W3 sting_I toertek.pdf
Quality Assurance Contract Expiration Date
OS/21/2028
Installation Instructions
FLI5279 115 11 iQJ$29-Re t3 pdf
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.)
Double -Car (9'2" up to 16'0' wide) WINDCODE® W3 Garage
Door
Certification Agency Certificate
FLt5279 RS CUC Letter w tF proof of corLtr_act and proof
of inspgction.pdf
FLIS279 R5 C CAC W3 Listing Inlertek.pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 RS II 104028,RevOl.0f
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)
WINDCODEO W3 Garage Door
Certification Agency Certificate
17Q RS G G C-I fitter with roofof contract and proof
ofinspectlon.pdf
FLIS279 RS C CAC W3 Listing I[1t9j ek pdf
Quality Assurance Contract Expiration Date
OS/21/2028
Installation Instructions
FL1 279 RS U 104168-RevOf pd_f
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.7 148B4O07W3-16 PAN-2P153: 73, 1500, I Steel Pan (min. 25 ga.) Double -Car (9'2' to 16'0'wide)
75, 190, 84A, 94, 42, 48, 55, 420, WINDCODEQ W3 Garage Door
SSS, 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).
15279.8- - 008 W4-09 DSIE-1F171: 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: +28 PSF/-29 PSF
1 Other: The OPTIONAL glazing available for this product
Certification Agency Certificate
EL$279 S C_L tter wi proof ofron r Pnd jamif
OfJnsP_%ugn_.pd(
FL}.52Z985__C_CAC_W 3_Li5ti gg_IOtertek,pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
L15 79 II 101$O8_Rgvj7„g_df
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.) Single -Car (up to 9'0" wide)
WINDCOOEQ W4 Garage Door
Certification Agency Certificate
FLI5279 RSCC_Letterwith proof of cgrltr ct_and-proof
o i spect, ion ilf
FLIS279 R5 QC W4 Listing InAi+rtek.pQ
Quality Assurance Contract Expiration Date
05/21/2028
3 of 7 4/15/2018, 5:17 PM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_otl.aspx?param=wG EVX...
meets the wind load requirements of the budding code but
DOES NOT meet the impact resistant requirement for
I windborne debris regions. The product without glazing DOES
I comply with the impact resistant requirement for windborne
I debris regions (ref 1609.1.4 FBC).
i
115279.9 1009 W4-09 DSIE-1F471: GD2SP,
i GR2SP, GD2LP, GR2LP, AR2SP,
AMP, ED2SP, ED2LP, 4302, HOGC,
6202, SFC68, MFC68 _-
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVH2: Yes
Impact Resistant: No
Design Pressure: +28 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.
15279.10 010 W4-09 DSIU-1F171: 9200,
9201, 9203, HDP20, HDPF20,
HDPL20, 7200, 7201, 7203, 8200,
8201, 8203
Installation Instructions
I'L15279 R5 It 1Q1($_L-B-Rg-v1j_,P0f
Verified By: Intertek "lesting Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Gallery/AriLlstry/Expressions: 2" Double -skin Insulated EPS
exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -
Car (up to 9'0" wide) WINDCOOEO W4 Garage Door
Certification Agency Certificate - -
F11-5279-95 C--CAr-Lgtt_ r w th orooj of Cgntract and_prooff
of inspe tcion.ndf
E615372f35-C CA(;-N/3 19t1ng_IrlSertek.P_df
Quality Assurance Contract Expiration Date
O5/21/2028
Installation Instructions
h 1-7,7y R}_I1 Q 96y-B-Rev02.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by independent Third Party:
Double -skin Insulated PUR (exterior skin 27 ga. min.;
interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
WINDCODE® W4 Garage Door
Limits of Use - Certification Agency Certificate
Approved for use in HVH2: No f_LI,527295C CAG 4etter with proof of contract and prgpf Approved
for use outside HVH2: Yes off inSgection.pQf Impact
Resistant: N/A FL15279 R5 C CAC W4 I- Sting I tertek.lf Design
Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date I
Other: The OPTIONAL glazing available for this product 05/21/2028 f
meets the wind load requirements of the building code but Installation Instructions DOES
NOT meet the impact resistant requirement for EW5.2- 9 R$ II_J_04183-&v l.pff i
windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. i
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: 15279.
11 011 W4-09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/
Brookstone Interior skin 27ga. min.) with Overlay Single -Car (up to 9'0' wide)
WINDCODE® W4 Garage Door Limits
of Use Certification Agency Certificate Approved
for use in HVH2: No FL15379 5-C CAC Leer wlttLpLQPLQf C4IlVdCtAn0_i2rs f Approved
for use outside HVH2: Yes Qf_ i1Sg2St1MPdf Impact
Resistant: N/A FL15279-RS-C-CAC W9-Usting_Intertek,Wf Design
Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other:
The OPTIONAL glazing available for this product OS/21/2028 meets
the wind load requirements of the building code but I Installation Instructions DOES
NOT meet the Impact resistant requirement for i EL15279 R5 II 104456-RevOl.adf I
windbomedebrisregions. 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: 15279.
12 012 W4-09 PAN-21`151: 73, 1500, 7S,
190, 84A, 94, 76, 42, 48, 55, 428,
488, 555, 4RST, 611ST, 4RSF, 6RSF,
211ST, GDSS, GOSSV, GRSS, GRSSV,
ARSS, ARSSV, EDSS, EDSSV Limits
of Use - Approved
for use in HVH2: No Approved
for use outside HVH2: 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 meet the Impact resistant requirement for windborne
debris regions. Steel
Pan (min. 2S ga.) Single -Car (up to 9'0" wide) WINOCODE®
W4 Garage Door Certification
Agency Certificate FL15279
115 C CAC Letter with proof of contract and proof of
inspe ction.p f F1.
15279 95 C CAC W4 Lig i ig Int9d9k P-Of Quality
Assurance Contract Expiration Date O5/
21/2028 Installation
Instructions FLI5Z?
9 R5_1 00159_B_6evl6,pdf Verified
By: Intertek Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: 4
of 7 4/15/2018, 5:17 PM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVX...
IS279.13
i
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 produc
meets the wind load requirements of the building code
DOES NO•r meet the Impact resistant requirement for
windborne debris regions.
1013 W4-09 PAN-21`441: G4S, GS4,
G4L, GL4, GD4S, GD4L, GR4S,
GR4L, G4SV, GS4V, G4LV, GL4V,
GD4SV, GD4LV, GR4SV, GR4LV, E4S,
E4L, ED4S, ED4L, E4SV, E4LV,
1 ED4SV, ED4LV, SS4, SL4, AR4S, yAR4L, SS4V, SL4V, AR4SV, AR4LV-
t
but
15279.14 - 014 W4-09 SPO-2F449:
Harbor, Stone Manor
Grand
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +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 wlndborne
debris regions (ref 1609.1.4 FBC).
Gal lery/Artistry/Expresslons:-Steel Pan (min. 24 ga.) Single -
Car (up to 9'0" wide) WINDCODEQ W4 Garage Door
Certification Agency Certificate - ^-
E - 527.9 R5 C CAC Letlef witlLRCgof of contract sand proof
of inspectton,pdf
EW_279 RS C CA_C_W4 Ligin Ignt ,Pk_.p_d(
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
EL15279-R5_I I-103.486_B_t3ev_08.adf
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
1 9'0_wide) WINDCODE® W4 Garage Door -_-- _ - -
Certification Agency Certificate
FLIS272 R$ CAC Letter with proof of contr t and proof
of Inspectlon.od
FLIS27985 C CAC W4 Listing Intertek,pdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 RS II 103549-9ev-Orl.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279AS 01S W4-16 DSIE-1F171: 4300, 12" Double -skin Insulated EPS (exterior skin 27 ga. min.;
4301, 4310, 4400, 4401, HDG, Interior skin 27 ga. min.) Double -Car (97' to 16'0" wide)
HDGL, HDGF, 66, 66G, 67, 67G, 68, WINDCODEO W4 Garage Door
Ifl SP200, SF200, SE200, 6200, 6201,
6203
Ai-p- its of Use _ _ - - } Certification Agency Certificate
proved for use in HVHZ: No FuS279 RS_C CAC Letter with proof of contract aQctp ogf
proved for use outside HVHZ: Yes plot inspection
Impact Resistant: No FL15279 RS C CAC W4 Llslina Intertek.pdf
Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date
I Other: The standard glazing available for this product 05/21/2026
i meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the Impact resistant requirement for FLIS279 RS tt 101481-B-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 DSIE-IF471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS
GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double-
AR2LP, ED2SP, ED2LP, 4302, HDGC, Car (9'2" up to 16'0" wide) WINDCODES W4 Garage Door
6202, SFC68, MFC68
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No E11.15279 RS._C_CI C Letter with of of contract aid prop(
Approved for use outside HVHZ: Yes of inspectlon.pdf
Impact Resistant: No FL15279_RS C CAC W4 Listing Intgrlek.pdf
Design Pressure: +25.5 PSF/-25.5 PSF ( Quality Assurance Contract Expiration Date
Other: The standard glazing available for this product 1 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the Impact resistant requirement for FL1,527)1 RSJt 104P2.9_0-Rev03.pdf
windborne debris regions. Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.17 017 W4-16 DSIEO-IF479, Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior
Coachman/Settlers/Affir skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide)
WINDCODEp W4 Garage
5 of 7 4/15/2018, 5:17 PM
Florida Building Code Online https:/hvww. fl oridabu ilding.org/pr/pr_app_dt l.aspx?parain=wGEVX...
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
I Othert The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but II
DOES NOT meet the Impact resistant requirement for i
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 - r920HDPL20, 4-16 DSIU-1F171: 9200,
1, 9203, HDP20, HDPF
7200, 7201, 7203, 8200,
8201, 8203
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +21.1 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
windbome 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
f:j_15179_R5_C CAC Letter with proof of contract and proof
of Inspection.pr4f
FL15279 95 C CAC W- 1 it ng Intertel &df
Quality Assurance Contract Expiration Date
OS/21/2028
Installation Instructions
FI157•9—II 10 046-Rev 7.pQf 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- f
7r R5 C CAC I.Pdtef w1t11_proof p(_Gont[aS an _Drool of
Inspectlon_Qdf FLI$_
2Zy_RS C (ate W4 LI,ting_lntertek.pof Quality
Assurance Contract Expiration Date 05/
21/2028 Installation
Instructions FL15279
R5 Il 104169-t3gy01 pdf Verified
By: Intertek Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: 15279.
19 019 W4-16 DSIUO-LK479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/
Brookstone interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'
0" wide) WINDCODE@ W4 Garage Door Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: No FL __ RS C CAC Letter with omof of contract and proof Approved
for use outside HVHZ: Yes I of Inspection.pdf Impact
Resistant: N/A FL15279 R5 C CAC W4 Listing lntertek.Ddf Design
Pressure: +25.5 PSF/-25.5 PSF I Quality Assurance Contract Expiration Date Other:
The OPTIONAL glazing available for this product j 05/21/2028 meets
the wind load requirements of the building code but Installation Instructions DOES
NOT meet the Impact resistant requirement for I FL1S279 RS It 3044S7-Rev02.pdf windbome
debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply
with the impact resistant requirement for windbome Created by Independent Third Party: debris
regions (ref 1609.1.4 FBC). Evaluation Reports Created
by Independent Third Party: 15279.
20 020 W4-16 PAN-21`153: 73, 1500, 7S,
190, 84A, 94, 42, 48, 55, 4RST, 6RST,
4RSF, 6RSF, GDSS, GOSSV, GRSS,
GRSSV, ARSS, ARSSV, EDSS, ED5SV
Limits
of Use Approved
for use In HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +24 PSF/-24.5 PSF I
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 windbome
debris regions. Go
to Page 0 Steel
Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) WINOCODE®
W4 Garage Door Certification
Agency Certificate Lgttc
wJLl`alQprocif of insoection.
odf W52Z9_&5C
CAC Yva Llsting-1Menek.Pdf Quality Assurance
Contract Expiration Date 05/21/
2028 Installation Instructions
f1152799 115JL
3017AL-B_Rev-15_-pdf Verified By:
Intertek Testing Services NA, Inc. Created by
Independent Third Party: Evaluation Reports
Created by
Independent Third Party: tladt Ne=
t 0 0
Page 1 / 8 0.m The Slate
off rida ban AA/EEO employer. t-Apybgt,t3ll4L•3111 S%a 4_"F rUL :: PrrlydCY Statement :: ArcossIhKV statement :: Refund Statement Under Florida
law, email addresses are public records. If you do rat wart your e-mad address released in response to a pubat-records request, do not send electronic 6 of
7 4/15/2018, 5:17 PM
Florida Building Code Online littps:/hvww.floridabuilding.org/pr/pr_app_dti.aspx?paratn=wGEVX...
mall to this entity, instead, contact the omce by phone or by traditional mall. If you have any questions, please contact 650.497.139S. *pursuant to Section
4S5.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an emal address If they have
one. The emals provided may be used for official communication with the licensee. However emal addresses are public record. If you do riot wish to supply a
personal address, please provide the Department with an emal address which con be made available to the public. To determine if you are a licensee under Chapter
ASS, FS., p',ease clkk he10_
Product Approval Accepts:
Ili BE
Credit Card
Sale
7 of 7 4/15/2018, 5:17 PM
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TRACK AND JAMB DETAILS.
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OTRICW. GLAZDNO MAY BE STANDARD OR OIPACT
HES MANT GLAZING. SEE SECTION B-B MR
DETAILS.
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CALV- STM MIN. TEPID
STRENGTH: 50 KS 2* THICK 4: ,-1 Hj T
12 G
CALV. STEEL TOP
ROLLER
BRACKET. EACH BRACKET ATTACHED W/(
4) 4 - SWEET
METAL 14 CA CALV.
ROLLER HINGE.. EACH
HINGE FASTENED TO END SLIMES
WITH (4) 114."- SEET METAL
SCREWS AND (4) 1/
415/4- SELF TAPPING SCREWS.
SEE MEW 'B a\ TALL
a 20 GL CAM
STEEL
U-BARS IN A 2-1-2-1 PATTERN (
I.E. TWO U-BARS ON BOTTOM SECTION. ONE U-w
ON NEXT a SECTION. ETC.). EACH U-SAR
ATTACHED
WITH (2) 1/4'a3/4-
SELF TAPPING SCREWS PER STILE LOCATION. 15 GA- CALV.
STEEL. BOTTOM BRACKET.
ATTACHED WITH (2) /14.5/B-
SHEET METAL SCREWS. ALLIMM EXTRUSION t MI11'L WEATHERMCP
DESIGN LOADS: +24.0 PSF t -
245 PSF TEST LOADS: -36.0 PSF It -
37.0 PSF VD AIa MATING NAIL man sm
W 4 16'0'w K
16'0' H rs00"Inm CLASSIC AND CH RP
STEEL PAN DOUBLE -CAR. 18'W +24/-24.
5 PSF B NUNa<w 101711 1 BC
qmAss MUSH Arm Dow .Con ®1 4ma • S Maw
wlE TIOI
Amt 24 CA !a u a CAa CAas
aA /_IK m awn
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IMPACT RESISTANT ASSEMBLY DETAILS A. G Caa .pfa IOCL aA01 NMrcaromIMarAfmmmAmmomovAfnapmN) a )RAIx cowaAw"
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Ima I ..4/.R llf •eras Ij fGI Irl%R a f oi (1 DOESASM ENE DOOR oPEU/CND
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DETAILS ORYWINO 1
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24.
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0 PSF t -37.0 PSF uoarc Acme andw.
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RRa O oun aemle pcpma swat sl pp P u* Nw• uarM m DOuBIE-CAR. ) BYi +24/-24.3 PSF P, .a„ Building Products
MAsaN. off 4w4o ,)Ac Company (313) »D-4e00
wAwe< la.lma lac Dwso 27ro 17 -- - -
M— B )o»Ii b
Florida Building Code Online https://www. floridabu ilding.org/pr/pr_,ipp_dtl.aspx?param=wG E V X...
III
ness • - •
rca SCIS
Home ; Log In I user RepStratbn I Mot. Topics ; submt Surcharge ( Stats a Facts I publications I F8C Staff I acts Site Map I Links I search I ridUS
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Approval USER: Pubfr<
User Product Anruoval
Menu > PredUa or Apphretlon jparcn > dpoNca[lo^•yyt > ADprralbn OataU FL # FL17499-
R3 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/
Emall Category Subcategory
Compliance
Method
Certification Agency
Validated By
Referenced Standard
and Year (of Standard) Equivalence of
Product Standards Certified By
Product Approval
Method MI Windows
and Doors 650 West
Mafket Street Gratz, PA
17030 717) 365-
3300 Ext2560 bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows Single
Hung
Certification Mark
or Listing American Architectural
Manufacturers Association Steven M.
Urich, PE Validation Checklist -
Hardcopy Received Standard AAMA
506
AAMA/WDMA/
CSA 101/I.S.2/A440 AAMA/WDMA/
CSA 101/1.S.2/A440 Method 1
Option A Year 2011
2008
2011
1
of
4 4/13/2018, 7:05 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dti.aspx?param=wG EVX...
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
summary of Products
FL Qt _ Model, Number or Name
117499.1 185 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: R-PG55*, Missile Level D, Wind
bedded in Pecora 896 sealant.
17499.2 1 185 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
117499.3 _-
1 Limits of Use
185 SH
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
i Other: R-PG60*
i
I
17499.4 — 1185 SH —
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-67
Other: R-PG60*--^----
01/15/2018
01/15/2018
01/21/2018
Zone 3. Glass to be
Description
36x84 Fln/Flange Frame IG/SG Impact Single Hung
Certification Agency Certificate
FL17499 R3 C_rgC MI Windows - 185 SH (Fin} I r pact
4),pdf
fL17499 R3 C CAC_{,1I Win ov_ys - ]B(Fin) impact (5)
Don—e.p& f
FL17499 R3 CCAC_Ml Windows -,1885 SM fFlange Impact
3).pdf
FL17499 R3 CCACTI Windows - 185 SH (FlCngel Impact
4),pdf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R3 II OS_Q2545B.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL 1749_R3-AE_513321 8-3_pdf
Created by Independent Third Party: Yes
5202 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Certification Agency Certificate-
1`117499 R3 C CAC APC(,13361 l}726.01_109-M17_ go 185
SH FLG wa ver),pdf
fL17499 R3 C_CA C MI Windows_}85 SH (EKI)-(1 LD.Of
Ii F t 499 R3 C CAC MI Wjndows - 185 SH (Fin) (12),o
I F17,7499 R_S-CgC MI Windows - 185 511_(tJange)
I .=--Pdf
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 R3 It 04-02541)B,pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
EL1749_9 R3 AE $133278-4.pdf
I Created by Independent Third Party: Yes —
36x84 Fln/Flange Frame IG/SG Single Hung Laminated Glass
Certification Agency Certificate
FL17499 R3 G CAC APC(13303)E1729.Q1-109.-47_U_18$
S_(FLG waiverl.pdf
FL77499 R3_C CAC I Windows 185 SH fflp _(t3),pdf
r7499 R3 C CAC MI Windows 185 SH FL17499
R3 C CAC MI Windows t85 5-H(Flange) 11},
pdf Quality
Assurance Contract Expiration Date 10/
17/2018 Installation
Instructions i
FL17499 R3 II 08_Q2550B,pdf VerifiedBy: Luis R Lomas PE-62S14 Created
by Independent Third Party: Yes Evaluation
Reports FL17499
R3 AE 513328E-5.pdf Created
by Independent Third Party: Yes 3601
Fin, Finiess, Flange Frame IG Single Hung Certification
Agency Certificate FL17499
R)C C8 AE( H0j§jM.-1U9-47-R0-A85 5j Q4Z522)--
P9f Quality
Assurance Contract Expiration Date 04/
25/2022 Installation
Instructions - 2
of 4 4/ 13/2018, 7:05 AM
Florida Building Code Online https://www.floridabuildiiig.org/pr/pr app dtl.aspx?param=wGEVX...
17499.5 — 1185 SH i-
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be
bedded in Pecora 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
1 _
17499.7 - fTriple 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•
FL17492 R3 If 08-03163,,p_df
IE Verified By: Luis R. Lomas, PE PE-62514
Created by independent Third Party: Yes
Evaluation Reports
FL17499 R3 A 514 pelf
Created by Independent Third Party: Yes
52x72 Fin/Flange Frame IG/SG Impact Single Hung
Certification Agency Certificate
FL17499 R3 C CAC MI Windows - 185 5(_I_(EjflLImpactapaff
FL17499
R3 C CAC MI Windows - 16.5 SH (EM) ImpaC1 L31•
9-0-f E417499
g3 c CAC MI Win ws - 185 5AjFI nog) Imoact zlpdf
FL17499-
K-C-CAC 01 Windows - lg S i nge) L -&- S).
p.4fQuality
Assurance Contract Expiration Date 10/
10/2018 Installation
Instructions FL17499
R— II Og-02544B:,pQf Verified
By: Luis R Lomas PE 62514 Created
by Independent Third Party: Yes Evaluation
Reports FL17499
R3 AE 513320E-1.gdf Created
by Independent Third Party: Yes 52x84
Fin/Flange Frame IG/SG Single Hung Certification
Agency Certificate F117g99-
R3 C CAC APCQ 3.62)E172 ..Qt:AQq 7-g0_j65 H(
ELSzWeaiveTlS-Air 1-BA 5% 1-8X84 R6Q{}QQj1,Rdf FL17499
R3 CCAC MIW,Indowc - QS H_(pjn}_(,p f EL17422
6k3 C CAC MI_WjRdQWS_3fl5 SH fFln)_(2).g!j( EL1.
Z429 R3_C CAC MI Wy!dgws_z 1$5 511_(FlAgg W).Nf Quality
Assurance Contract Expiration Date 10/
09/2018 Installation
Instructions ELdZ422_
B3! I @_4359.5 2.pd_fVerified
By: Luis R Lomas PE 62514 Created
by Independent Third Party: Yes Evaluation
Reports Created
by Independent Third Party: Yes 111x72
Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/
SG Single Hung Certification
Agency Certificate V
171-
17499 R C CAC MI WiOdQ y F_
i-17499 R3 C CAC M( Wind Ws - 185 5 I TFIp,J jFL)n4Lgdf
F
7499-R3 r CAC-MLWiOQows--1Q5:SJF TH121t Flan 3).
Qdf FL1749%
R3_C_CAC__Mi Wlrtd4W5_:_j@5 SH Tnpsl rjgel 41.
Odf Quality
Assurance Contract Expiration Date 10/
20/2018 Installation
Instructions ELUA."- .
3-I1_R6L%Q2599@.Riif Verified
By: Luis R Lomas PE 62514 Created
by Independent Third Party: Yes Evaluation
Reports ELIZ-
E 513324B-6odt Created
by Independent Third Party: Yes 17499.
8 185 Twin SH i 106x72 Fin Frame IG/SG Single Hung 10502 Flange Frame G/
SG Single Hung Limits
of Use - Certification Agency Certificate Approved
for use in HVHZ: No fL17493 R3 C CAC MI Windows - 185 SH'r1Mn (Fin) Approved
for use outside HVHZ: Yes Uhaw Impact
Resistant: No F13749 it3 CAC Ml indowy__i85 SH llaln_(tin) Design
Pressure: +45/-45 WIPAr Other:
R-PG45 EL17499 R3 C Cq_MI Windows - 185 SFi Twin llang0 3)-
PAf 3
of 4/13/2018, 7:05 AM
Florida Building Code Online 1)ttps://www.Floridabuilding.org/pr/pr app_dtl.aspx?paramwGf VX...
f".74 9 _S_4,4C MI Windows - W SHTwin (Flangr)
l (4)_pdf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
fL1.7499 R3 LI 09.025478.7.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FLJ2j22_R31tE 513323B-7 Ddf
Created by Independent Third Party: Yes
Contact us :: 2fi01 Blair Stone Read. T>tlana se FL 32399 Phone: 8So•48]_}821
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455, F.S., please click (le[L.
Product Approval Accepts:
Rig R M t
Credit Card
Safe
4 of 4/13/20t8, 7:05 AM
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REOUIREMENTS OF THE FLORIDA BUILDING CODE.
2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED 70 PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2- WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
S. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR 01HER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS
6. WHERE 1X 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 INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
S. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOuIRED 41
EACH ANCHOR LOGITKIN WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE i/4
9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS
10. WIND LOAD DURATION FACTOR Ce=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL- EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. SEF SHEET 11 FOR GLASS DETAILS.
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 IS WOOD SCREWS
WITH SUFFCIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE
LOCATE ANChORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
RCVISRINS
USCRP110v DATE APPRJY'D
REVISED ANCHOR SPACING & CHARTS 1 07/11/18 RL
REUSED GLASS 10/02/17 1 R.L.
15 FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WIIH
SUFFICIENT LENGTh TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WRrl 2
1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. 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 INSiRUCHONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B CONCRETE: MINIMUM COMPRESSAIE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.ODOPSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (0487 FY=33:cS1/FU=52KSI OR
ALUMINUM 6063—TS FU-30KSI 048" THICK MINIMUM
iASLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS
4 — 10 INSTALLATION DETAILS
11 1COMPONE147S
SIGNED: 1211412017
MI WIN650DO DEDOORDOORS, LLC IIL04f,/,, SS MA SIR
GRATZ. PA 17030-0370 NGEN,F 9 1
0 5 * - SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" X 72" NON —IMPACT
OENOTESo , TAT OF
cIORICr•
i
iSS/ONA11
1C`\.
oaun• ows No. eEv
N.G 08--00E2r549 B
BATENTS 12/29/14 1 OF 11
Luis R. Lomas P.E.
FL No.: 62514
L ROBERTO LO""AL
14.V WOODPoAD RD LEVASVRIE NG 27=
434-w.om dwAwktfiwM=M
2" MAx
I
1
16'
o C.
72' —
AAx
U+ME
TIGHT
52- MAX FRAME WIDTH
16 MAX O.C. --{
i
OMAX
Ay n
X
52' MAX FRAME WIDTH
2' MAX 2" MAX 16' MAX O.C. 2" MAX
2' '
16" I 0 IMAX — /
D.C.
72' T—
Mnx
FRAME
HEIGKT
rj 4
X
i
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR NEW
FLANGE 6 FINLESS INSTALLATION FLANGE 6 FINLESS INSTALLATION
SEE CHART /1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART ei FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
t60.0PSF NONE
NOTES:
1 MAXIMUM SASH SIZE: 51" X 36".
2. MAXIMUM SASH D L.O.. 47 5/8" X 32 1 /2'
3. MAXIMUM FIXED 0 L.O.: 49 3/8' X 32 1/2".
SWEEP LOG
AND TACKLE
I REr1iIDN5
REV DESCRiTiN:+ GiE APPRDK_D
A REVISED ANCHOR SPACING Y CHARTS 1 07/11/16 1 R.L.
B REVISED GLASS 1 10/02/17 IRA
CHART 191
Number of anchor locations required
Frame Frame Width In
Height 1&00 2A00 30.00 3400 42.00 4&00 52.00
in) Head Jamb
HeadM513
Jamb Head Jamb Head Jamb Head Jamb Head Jamb
24.00 2 3 3 3 3 3 4 3 4 3 4 3
30.00 2 3 3 3 3 3 4 3 4 3 4 3
36.00 2 3 3 3 3 3 4 3 4 3 4 3
42.00 2 4 3 4 3 4 4 4 4 4 a q
1000 2 4 3 4 3 4 4 4 4 q 4 4
54.00 2 5 3 5 3 5 4 5 4 5 4 5
00.00 2 5 3 5 3 5 4 5 4 5 4 5
66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5
7200 2 6 1 3 1 6 1 3 1 6 1 3 1 6 4 6 1 4 1 6 14 6
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52' X 72" NON -IMPACT
FLANGE k FINLESS ELEVATIONS
N.G. 1 08-02549
xrar NTS oAr 12/29/14 sr¢c12 OF 11
L ROBERTO LQ'AAS P.E.
UN KOODFORD RD LE1019VILLE NC 27M
430-M- 09 n4WrASp kmepecwn
SIGNED. 1211412077
IR I
LOW/,, i
G E NSFqLp
a}
0„61251 ••
o' STTAttTttE OF
OE ei
Luis R. Lomas P.E.
FL No.: 62514
52" MAX FRAME WIDTH
2" MAX 10' MAX O.C.
10'
MAX O.C.
0
72"
1
MAX
FRAME
2" MAX 2" MAX
52" MAX FRAME WIDTH
F 10" MAX O.C.
2"
I
10'
MAX O.C.
MAX
FRAME IIHEIGHT II
HEIGHT y
4 Q it
KvIslows
RLV DCSCMPMN CAI. MPROtTA
A REVISED ANCHOR SPACING h CHARTS 07/11/i6 R.L.
1AX
8 REVISED GLASS 10/02/17 R.L.
CHART #12
Number of anchor locations required
Frame Frame Width In
Height
pn)
18.00
H 6 S Jamb
24.00
HAS Jamb
30.00
HAS Jamb
36.00
HAS Jamb
42.00
HAS Jamb
48.00
HAS Jamb
S2.00
HAS Jamb
24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3
201.00 3 4 3 4 4 4 5 4 5 4 6 4 B 4
36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5
410D 3 5 3 5 4 5 5 5 5 5 6 5 6 5
48.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6
54.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6
60.00 3 7 3 1 7 1 4 7 5 1 7 r 5 7 6 7 6 7
66.00 1 3 1 8 1 3 1 8 4 1 6 1 5 1 8 1 5 1 8 1 6 8 6 8
T2.00 3 8 3 8 4 8 5 8 5 8 6 8 6 8
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW EXTERIOR VIEW
FW IMSTALLA770M FIN INSTALLAT)ON
SEE CHART 02 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 02 FOR SMALLER UNITS REOUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
t60.OPSF NONE
INOTES: I. MAXIMUM SASH SIZE: 51" X 35
2. MAXIMUM SASH D.L.D.: 47 5/8" X 32 1/2'.
3. MAXIMUM FixED D.L.O.: 49 3/B' X 32 1/2'.
N.1(2) METAL SWEEP LOCK AT 6• FROM EACH END INTERIOR MEETING RAIL I
SIGNED: 12/14/2017
MI WINDOWS AND LLC
TR650WESTMARKETSTREETET
GRATZ. PA 17030-0370 GEH,r 9dh'ii
y b„625 *= SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" x 72" NON -IMPACT
FIN ELEVATIONS p • STATE OF
i'°••'(ORID" DnxwN: arc No. nn
N.G. 08-02549 B SS • IOIIIAl11l\\
Luis R. Lomos P.E.
FL No.: 62514
sr LE NTS D"rz 12/29/14 S'ER3 OF 11
L RDaERTCLOMASP.E
In2µt10DfORDRDLEWISVILLE.NC27W3
43f W41 0a Aomesp*lwkame.om
PEVISaNS
1/2" MIN REV CESCR7PRON DATE APPR(*q
EDGE DISTANCE
REVISED ANf.YAR SPACING d[ CI'1.RT5 0/Ili/1E R.L
WOOD FRAMING
Wl/4'
D REVISED GLASS 10/02/17 R.L.
OR 2X BUCK
BY OTHERS1 1/4" MIV.
MENT
BACKER ROD
APPROVEDMAX'
SEALANT PACE
II III #10 WOOD SCREW
1 MIN.
EMBEDMENT
1_
1/2'
INTERIOR MIN
EDGE
DISTANCE
As
I 10 WOOD 10
SCREW
WOOD FRAMING
OR 2X BUCK
EXTERIOR
I
BY OTHERS
BACKER ROD
APPROVED
SEALANT
MOOD FRAMING
OR 2X BUCK
BY OiHERS
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
4- MAX.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUG( INSTALLATION
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITH AS FM E2112
1/4' MAX.
SHIM SPACE
INTERIOR
BACKER ROD
APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 1211412017
MI WINDOWS D LLC
T650WESTMARKETSTREET
GRATZ, PA 17030-0370 GEN, U+
10y,.8 i5 * - SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" X 72" NON -IMPACT t+O
FLANGE INSTALLATION DETAILS DO,• $STATEEEES Of
o S'PcoRTo G\. wurM 0wc No. RLV
N.
Lc
08 B iO
Luis R. Lomas P.E.
FL No.: 62514
DATE sNEE1549NTS12/29/14 4 OF 11
L R01WRTOL01114SP:E.
WWWOODFORDROLEINSVILLENC27023
434{dB g dWrelPlIOMM& WM
1/2' MIN
EDGE DISTANCE
MET
STRUCTU
BY OTHE
APPROVED
SEALANT
1/4' MAX.
SHIM SPACE
1T ICI f10 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
APPROVED
SEALANT i/4' MAX.
SHIM SPACE
METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES.,
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE W UN ASTM E2172
REV6gNS
DESCRIPTION DATE N'PR0vm
REVISED ANCMDR SPACING & CHARTS 07/11/16 R.I
REVISED GLASS 10/02/17 R.L.
1/4' MAX.
SHIM SPACE
10 SMS OR
INTERIORSELFDRILLING
SCREWS
EDGE
DISTANCE
T -
EXTERIOR
METAL
STRUCTURE BACKER RODBYOTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" X 72" NON —IMPACT
FLANGE INSTALLATION DETAILS
DR+uoN: DNC nro.
N.G. 08-02549
srxE NTS IDA" 12/29/14 Is"`-E' S OF 11
L ROBERTO LOSLISAE
mV%lDOOFDRDRDLEK7SVaLF, NC2?0n
439-M-0809 tft m*&bmms;w com
SIGNED: 1211412017
p T4AATT rrE OF ; e*1
i/
FSSIO0A 1'aG\`\
Luis R. Lomos P.E.
FL No.: 62514
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
1 1/A- MIN
OPTIONAL IX BUCK ° EMBEDMENT 1 1/4' MIN.
SEE NOTES 3 - 7 EMBEDMENT
SHEc1
tfi
1
i CONCRETE/MASONRY
1
BY OTHERS
J1/4" MAX.
BACKER RODSHIM SPACE
APPROVED °
SEALANT
3/16" IAPCON
3/16' TAPCON _\ II
o ,
2 1/2'
MIN
EDGE o
DISTANCE
MSCMPWN WE I APPRWO
REVISED ANCHCR SPACING & ChARTS 07/11/16 RL
REVISED CLASS 10/62/t7 R.L.
t 1/4" MAX.
SHIM SPACE
INTERIOR
1 BACKER ROD
EXTERIOR
APPROVED
OPTIONAL 1X BUCK SEALANT
SEC NOTES 3 - 7
SHEET I
JAMB INSTALLATION DETAIL
C0NCRETE4MSONRY INSTALLATION
SILL TO BE SET
IN A BED OF
NOTES:
i.INTERIOR AND EXTERIOR FlWHES, BY OTHERS,
BACKER ROD APPROVED NOTSHOWNFORCLARtTY
APPROVED STRUCTURAL 2 PERIMETER AND JOINT SEALANT BY OTHERS TOBE
SEALANT SEALANT DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED: 12/14/2017
OPTIONAL 1X BUCK 1/4- MAX. MI WINDOWS AND DOORS, LLC 11 II11///
SEE NOTE 3- 7
SHEET 1 F SHIM SPACE 650 ST MARKET YS R L O J\
4/ 9 GRATZ,PA 17030-0370T GENSF CONCRETE/
MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW D 5 BY
OTHERS r
52"
X 72" NON -IMPACT FLANGE
INSTALLATION DETAILS 0E TATOf i
0'
FS,
r•
10ROt
OIGwN• we 40. REV G\w
e °
06190-
T69 B s/0111 111?\\`\ suENTSo"I` 12/29/14 OF 11 VERTICAL
CROSS SECTION LE
Luis R. Lomas P.E. CONCRETEMASONRYINSTALLATTaN04YWOMFORDRDLE1uVas3PNC27023FLNo.: 62514 43't-W5,06"dunasobvinavocam 13
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
R APPROVED
SEALANT
BACKER ROD
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY 07HERS
1/2• MIN
EDGE DISTANCE
SPACE
110 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4• MAX.
SHIM SPACE
r
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
I. W-JERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE MTN ASTM E2I 12
1 1/4' MIN.
EMBEDMENT
1
1/2"
MIN
EDGE
DISTANCE
t O WOOD J
SCREW /
RENSIDNS
DESCRPTCN MTE APPROVED
REVISED ANCHOR SPACING k CHARTS 107/11/16 I R.L.
REVISED CLASS 10/D2/17 R.L
1/4' MAX.
SHIM SPACE
INTERIOR
WOOD FRAMING EXTERIOR
OR 2X BUCK
BY OTHERS BACKER ROD
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLADON
SIGNED: 1211412017
MI WINDOWS AND DOORS,LLC II 1flRLS0WESTMARKETEt5
EGRATZ, PA 17D30-0370 G NSA91P'
p,.6 5 *= SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" X 72" NON -IMPACT k/if
FINLESS INSTALLATION DETAILS STATE OF
Dawn. INC No Rcv
N.G. 08-02549 B SIOttiP Z OCNOAR`
NTS
Luis R. Lomas P.E.
FL No.: 6251 a
AE 12/29/14 027 OF 11
L ROBERTOLOVAS RE
IM WtOODFO W RD LEVASVILLE. NC 2TA23
s,.aps w Idwres,i•Homaspemm
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
BACKEI
APP
SE
STRUT
BY 0
1/2• MIN
EDGE DISTANCE
1/4' MAX.
SHIM SPACE
ft.. — OR
SELF DRILLING
SCREW
R
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES,
I. INTERIOR AND EXTERIOR FINLSHES, BY OTHERS,
NOT SHOWN FOR CURT:
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4' MAX.
SHINI SPACE
11LV190:15
DLxR IrM DOE •DPRWO
REVISED ANChOR SPACING R CHARTS 07/11/15 R.L.
REVISED CLASS 10/02/17 R.L.
1/4• MAX.
SrIlm SPACE
10 SMS OR INTERIOR
SELF DRILLING
SCREWS
T_
1/2'
MIN.
EDGE
DISTANCE
1
EXTERIOR
METAL BACKER ROD
STRUCTURE h APPROVED
BY OTHERS SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE WSTALLA77ON
SIGNED: 1211412017
MI DOORE LLC 11 111LJ0ssoDOWTMARKETD 'T cSTR9 ///
GRATZ, PA 17030-0370 GENSF s+y y
o,,61251 SERIES185ALUMINUMSINGLEHUNGWINDOW52"
X 72" NON -IMPACT FINLESS
INSTALLATION DETAILS Z o', g$TAT OF O.
F••'(
0RIOP• oHpwrtLmcno. REv US
02 B s /0NA `1
1G`
scut
are s Lcr549 NTS12/29/14 8 OF 11 Luis
R. LomOs P.E. FL
NO.: Ei251d L
ROBERTO LOMS PE SAW
WOODFORD RO LEIWSVRLE NC 27023 439-
w'aw r0ara Jummo m"
2 1/2- WIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS e
a
e
OPT1
1/4" MIN IONAL
1X BUCK ' . ` EMBEDMENT SEE
NOTES 3 — 7 SHEET
1 H
1/
4- MAX. BACKER
ROD SHIM SPACE h
APPROVED SEALANT
3/
16- TAPCON 1
1/4" LAIN. EMBEDMENT
CONCRETE/
MASONRY BY
OTHERS 3/
16' TAPCON 2
1/2" MIN.
EDGE
DISTANCE
i
o
Jiv
REIISIONS
DESCIaPWN
GUE APPRWED REVISED
ANOM SPACING & CHARTS 07/11/16 R.L. P-
l4SEDGLASS 110/02/17 J R.L. OPTIONAL
1X BUCK SEE
NOTES 3 — 7 SHEET
1 MAX.
SHIM
SPACE INTERIOR
EXTERIOR
BACKER
ROD k
APPROVED SEALANT
JAMB
INSTALLATION DETAIL CONCRETFAMSONRY
INSTALLATXNI r
SILL TO BE SET BACKER
R00 APPROVED
IN
A BED OF APPROVED
NOTES:
1
INTERIOR AND EXTERIOR F/NISHES, BY OTHERS, SEALANT
STRUCTURAL
SEALANT
NOT
SHOWN FOR CLARITY. 2.
PERREE7ER AND JOWT SEALANT BY OTHERS TO BE OPTIONAL
IX BUCK 1 / 4 - MAY DESIGNED
INACCORDANCE WITH ASTAf E2112 SEE
NOTE 3 — 7 SHIM SPACE SIGNED: 1211412017 SHEET
1 T
MI WINDOWS AND DOORS, LLC 1
1
11111/If/, LO
CONCRETE/
MASONRY 650 WEST MARKET STREET GRATZ, PA
17030-0370 SIR BY
OTHERS
y SERIES 185
ALUMINUM SINGLE HUNG WINDOW F 0,,
6126
a - • 52"
X 72" NON —IMPACT 1 n •,
FINLESS
INSTALLATION DETAILS y_D7ATE OF a DRAWN
DYIII
1:0. R[v 0 i'°
FS;(
OR10P G\ 08 VERTICALCROSS
SECTION scNt NTS D'TE 12/29/14 SmEC"99 OF 11 CONCRETEAUASONRY INSTALLATION
L ROSERTOIDNASF.
E. I492w000F4ROROLEKIML&AC27029
Luis R.
Lomos P.E. FL No.:
62514 434-w-mg mxrd3vk mr *cm
APPROVED
SEALANT
BEHIND FIN
i
7/16* MIN jpp
EDGE DISTANCE YI
7/16- MIN
EDGE DISTANCE
APPROVED
SEALANT
BEHIND FIN
GMDL V ML1 1
VERTICAL CROSS SECTION
WOOD FRWINIG OR 2X BUCK INSTALLATION
VCOD
RAMING
3Y OTHERS
1/4• MAX.
SHIM SPACE
WOOD FRAMING
BY OTHERS
1 1/4•
MIN.
EMBEDMENT
T— I
APPROVED
SEALANT
BEHIND FIN
7/15' MIN
EDGE DISTANCE
MISIONS
4M DESCWRCm MTE APPROVIZ
A REVISED AMCMOR SPACING & CIORTS 07/11/16 R.L.
B REVISED GLASS 10/02/17 RL.
1/4' Ll4X
r SHIM SPACE
8 WOOD SCREW
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES.
1/4- MAX
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS.
SXIM SPACE
NOT SHOWN FOR CLARITY.
2. PER/MEET ER AND JOWT SEALANT BY OTHERS TO BE DESIGNED
IN ACCORDANCE V4TH ASTM E21 I2 MI
WINDOWS AND DOORS, LLC 6SO
WEST MARKET STREET WOOD
GRATZ, PA 17030-0370 FRAMING
BY
OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52'
X 72" NON —IMPACT FIN
INSTALLATION DETAILS ORAi
t N.
G. 08-02549 SWL
NTS I o`'M 12/29/14 1 swLT 10 OF t 1 L
RWER7O LOM4S P.0 1-
72 WOODFORD AD LE1t'1S VIIIE: AIC 270M 4344
b-0609 19vr cam SIGNED.
12/14t2017 1It !
1`
0/
i
T eRF BONA
11 G` Luis
P. Lomos P.E. FL
No.: 62514
2
13/16"
FLANGE FRAME HEAD
CM• 18501
ALUMINUM 6063-T5.050' THICK
3/16"
2
3I/
16'
i
FLANGE FRAME JAMB
CM•18503
ALUMINUM 6063-T5.050' THICK
2 5/ 16' --j
J_
FLANGE FRAME SILL
CM-18502
ALUMINUM 6063-TS.05S•THICK
1 1 5/8- r
1 LIT
LOCK RAIL/STILE
CM-18505
At 6M3-T5.06T THICK
1"
GLAZING BEAD
CM-18535
RIGID PVC .OSO' THICK
FINLESS FRAME SILL
CM•18554
ALUMINUM 6063•T5.055' THICK
F--
1
1 7/16'
I
2 5/16"
L
SASH BOTTOM RAIL
CM-1855S
ALUMINUM 6063-TS .OW THICK
1 --{
1 3/8'
15/16'
Cj
SASH STILE
CM-18W7
ALUMINUM 6083-TS .0150' THICK
2 3/16'
1I
5/16'
LTJ
1
FINLESS FRAME HEAD
CM•16553
ALUMINUM 6069-T5.050' THICK
2 3/16'
f
FINLESS FRAME JAMB
CM-18513
ALUMINUM 6063•T5.050' THICK
2 5/16" --I
2 1/16' --J
3 3/4'
rl
FIN FRAME SILL FIN FRAME HEAD
CM• 18509 CM-185"
ALUMINUA46053-T5.055'THICK ALUMINUM 600-TS.050' THICK
1/a"
J
L
MEETING RAIL
CM• 18501
ALUMINUM 6063•T5.055' THICK
2 3/8"
r
2 3/16'
FIN FRAME JAMB
CM-18510
ALUMINUM 606345.050• THICK
I m I DESCRiPTON I DATE I APPROMM
A REMED ANCHOR SPACING i CtWF:1S O7/1 i/16 R.l.
0 1 R15SCD CLASS 10/02/17 R.L.
5/8-
1 8- ANN. 1/8" ANN.
1/8' ANN
090 PV9 BY KURARAY
METAL REINFORCED
BUTYL SPACER
EXTERIOR
I INTERIOR
1/2" B11= SILICONE
SEi1iuG BLOCK
GLAZING DETAIL
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" X 72" NON —IMPACT
COMPONENTS
N.G. 1 08-02549
Su.L NTS 9A7L 12/29/14 ISKE711 OF 11
L ROBERTO LOU" P.E.
1,132 KOODFORD RD LEi179VLL6 AC 27W3
43 .6mobns ffl nwBswnuaw'MM
SIGNED. 7211412017
R L O /'
iC.EN`SF'9'r
0 5 * =
TATE
O0R O aG\`
Luis R. Lomas P.E.
FL No.: 62514
Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX...
1
Business & Professional Regulation
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Product Approval
USER: Public UserdNr
PtWIJst,AMnXaI Menu > Plodra2 ur AOWImdpLSS8ff.1] > A,pplk-#llgfLWt > Appheation DetaR
FL # FL15349-R10
Application type Editorial Change
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 MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717)365-3300 Ext2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
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) Standard Year
AAMA 506 2011
AAMA/WDMA/CSA 101/1.S. 2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
1 of 3 4/ 13/201 R, 7:21 AM
Florida Building Code Online https://www. (loridabuild ing.org/pr/pr_app_dtl.aspx?palam=wGEVX...
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
of Products
FL # I Model, Number or Name
03/26/2018
03/26/2018
03/27/2018
Description
15349.1 1 185 PW 73 x 72 Insulated Glass —
Limits of Use Certification Agency Certificate —
Approved for use in HVHZ: No FL15349 R10 C CAC APC 12786,12787.pdf
Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date
Impact Resistant: No 04/03/2023
Design Pressure: +60/-60 Installation Instructions
Other: CW-PG60 FLIS349 R10 11 QQ- 2357B.pdf
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL1S349 R10 AE 5131248.odf
I Created by Independent Third Party: Yes
15349.2 185 PW 159 x 54 Triple CHS Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No I FLIS349 R10 C CAC APC 153,pd
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/24/2021
Design Pressure: +55/-55 Installation Instructions
Other: R-PG55 FL15349 R10 II 08-02949.odf
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15349 R10 AE 513783.odf
15349.3 1185 PW Impact
Limits of Use —
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass
consisted of 5/32" tempered exterior - spacer - 5/32"
annealed / 0.100 Solutia Sanex HP / 5/32" annealed. Glass
was bedded In Pecora 896 silicone with S/8" glass bite.
Created by Independent Third Party: Yes
72 x 72 Insulated Laminated Glass ^
Certification Agency Certificate _ —
FL15349 0 C CAC AP 1 454odf
Quality Assurance Contract Expiration Date
06/25/2021
Installation Instructions
FL15349 R10 II 08-02948.pdf
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
EL15342 RIO AE 513782.od(
Created by Independent Third Party: Yes
15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass
Limits of Use - —_ — --- - - - — --- It Certification Agenq Certificate
Approved for use in HVHZ: No FLIS349 R10 C CAC APC 8272.odf
I Approved for use outside HVHZ: Yes FL15 49 R100 CAC Apr 8273.odf
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +SS/-55 01/24/2021
f Other: FW-1155, Missile Level D, Wind Zone 3. Glass Installation Instructions
j consisted of 1/8" annealed exterior - spacer - 3/32" annealed FLI5349 R10 It 08-016148.pdf
S / 0.090 Solutla PVB / 3/32" annealed. Glass was bedded in Verified By: Luis Roberto Lomas 62514
1 Pecora 896 silicone with 5/8" glass bite. I Created by Independent Third Party: Yes
f Evaluation Reports
FLIS349 R10 AE 512278B.pdf
Created by Independent Third Party: Yes
185 PW Impact
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure, +55/-55
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass
consisted of 5/32" annealed exterior - spacer - 5/32"
annealed / 0.100 Solutia Safiex HP / 5/32" annealed. Glass
was bedded in Pecora 896 silicone with 5/8" glass bite.
96 x 60 Insulated Laminated Glass
Certification Agency Certificate
FLIS349 R10 C CAC APC 7962.odf
Quality Assurance Contract Expiration Date
12/0S/2020
Installation Instructions
FLIS349 R10 It 08-91 13B pd
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
2 of 3 4/13/201817:21 AM
Florida Building Code Online https://www. Floridahu ild ing.org/pr/pr_app_dtl.aspx?param=,.vG GVX...
5-122778.dfo
Created by Independent Third Party: YesIFL15349RIOA9
0 neae
Contact Us ;; ZGlulLmk Stone Road. nnawssee FL 32399 Phone: 850-487-1824
The State of Flonda is an AA/EEO employer, Cownaht 2007-2013 State of Florida.:. Prtvaw S p,Ot :: rpSsbdRv Statement :: Refund Statement
Under Florida taw, email addresses are public records. V you do not want your e-mal address released In response to a pubic -records request, do not send electronic
mall to "I enUty. Instead, Contact the office by phone or by traditional malt V you have any questions, please contact 850.487.1395. •Pursuant to Section
4S5.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an emal address If they have
one. The emads provided may be used for alfMal communication wth the licensee. however emal addresses are public record. V you do not wish to supply a
personal address, please provide the Department with an emal address which can be made avalable to the public. To determine If you are a licensee under Chapter
4S5, F5, please click bla.
Product Approval Accepts:
R
Credit Card
Safe
3 of 3 4/13/2018, 7:21 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 TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH 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 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X 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 INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL-• EXTRUDED ALUMINUM 6063-T5.
12. UNITS 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 EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
REVOONS
DESCRFWN I WE I APP110+EO
REVISED INSTALLATION DETAILS 06/01/15 R.L
REVISED NAME AND ADDRESS 1 10/27/15 R.L
15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. 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
INSTALLATION DETAILS.
17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL 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 INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048) FY-33KSI/FU-52KSI OR
ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM
20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEET 2.
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 I NOTES
2 - 3 ELEVATIONS. CHARTS AND GLAZING DETAILS
4 - 12 INSTALLATION DETAILS
SIGNED: 1117512016
MI WINDOWS AND DOORS, LLC AAA tiIIIAArr
650 W. MARKET ST. J\S R. . O,J_'/
GRATZ, PA 17030 GENS-.'9s
J 0, 8 51/tSERIES185ALUMINUMFIXEDWINDOW
73" X 72" NON -IMPACT
NOTES livDOS•• STATES OF • ` PF •'
c[DR10: • \' i//s', DRWW.
DwG NO. REV OB-
57 B ONA„Fl1G\• Luis
R. Lomas P.E. FL
No.: 62514 scat
as NTS09/03/14 1 OF 12 I
AIWERTOLCIMAISAF 14M
WOODFOW RO 1i1NS14M E NC 270M 494.
6M4609 lXw=V *W Wpf.=0
6' MAX
72 1/2' MAX FRAME WIDTH
18" MAX O.C. 6- MAX
L jte'
MAX O.C.
71 1/2-
MAX
FRAME
HEIGHT
REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW
11 & B2 EXTERIOR VIEW
FOR NUMBER OF
ANCHORS REQUIRED
6' MAX
72 1/2' MAX FRAME WIDTH
18" MAX O.C.
6" MAX
t
71 1/2' 18'
MAX MAX O.C.
FRAME
HEIGHT
j j
REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW
1 & 02 EXTERIOR VIEW
FOR NUMBER OF
ANCHORS REQUIRED
DESIGN PRESSURE AATING IMPACT RATJNG
60.OPSF NONE
NOTES:
I. MAXlJWUATD.LO.: 69X4•X683u'
REVt9R+S
REV DESUMP110N DATE AVPROVO
A REVISED INSTALLATION DETAILS 06/01/15 1 R.L.
8 REVISED NAME AND ADDRESS 1 10/27/16 1 R.L.
CHART S7
Number o7 Dnchor3 r"W rod Without d9ld 8H
Prom. Prm. width (InH
Height 2400 3400 3400 1 42.00 4&00 1 S400 M00 1 "00 7150
Hnl HSS mb HAS jamb HAS VSMDI HAS JAMD HAS I.Ambl HAS Jamb HAS Jamb HAS Almb HISS JaMb
24,00 2 2 1 2 2 3 2 1 3 2 3 2 1 4 2 4 2 4 2 S 2
30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 S 2
J400 2 3 2 3 3 3 3 3 3 3 4 3 4 3 S 3 3 3
42.00 2 3 2 3 7 3 3 3 3 3 4 3 S 3 S 3 6 3
A.00 2 3 2 S 3 3 3 3 3 3 S 3 0 3 0 3
S•.00 2 4 3 4 3 4 3 4 4 4 S 4 6 4 7 4
Moo 2 x 4 3 4 s s s s e s7 sMoo2243S4EP36e367071.50 2 S 2 S 3 S e e 7 S 7 9 T 7 7
CHART J2
Number o/ anchors required (with rlg)d 6llerV
Frm. Frm. width N)
Height 2400 1 10.00 1 34.00 1 4100 4400 54.00 8100 ee,ao 72.W
in) HAS jambi HAS LIemb HAS jamb Ir&S V&mb HAS Amb HAS mD HAS Jamb HAS pamb HS9 iamb
240D 2 2 2 2 3 2 3 2 3 2 2 4 2 4 2 S 2
30.00 2 i 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
3e.00 2 S 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3
42.00 2 3 2 3 3 3 3 3 3 3 3 4 1 3 S 3
41.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 S 3
M00 2 4 2 4 3 3 4 3 4 4 4 4 4 4 S 4
00.00 2 1 2 3 3 4 3 4 4 4 1 1 4 4 S 4
Moo 2 4 2 1 3 4 3 4 3 1 1 4 4 4 S 4
7I6 2 S 2S3 3 5 1 S 4 S S S
SEE SHEETS 4-7 FOR INSTALLATION DETAILS
Ml WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FLANGE & FINLESS ELEVATION & CHARTS
DPAeM. M No.
J.L. 1 08-02357
5 NTS JDATE 09/03/14 S"W 2 OF 12
L HOBERM L014AS RE
143V W000FOM RD LENISVILLE IOC 27M
4J4-Be6.0609 dbaxtsobibmwit•00m
SIGNED: 11/15&016
0S111fttIIil0 `\`` 0 •6
25 * = PATE OF ;
1 jP(ORIOP•
S10NA 1
aG\`• Luis R.
Lornos P.E. FL No.:
62514
71
FI
Hi
6' MAX
72 1/2- MAX FRAME WIDTH
18" MAX O.C. —{
I
6- MAX
I
L
t8' jMAXO.C.
1/2-
IA1(
AME
IGHT
6" MAX
REFER TO CHART g3
SERIES 185 ALUMINUM FIXED WINDOW
FOR NUMBER OF EXTERIOR VIEW
ANCHORS REOUIRED
72 1/2' MAX FRAME WIDTH _:
L6' MAX -- 18" MAX O.C. 6" MAX
j
MAX O.C.
71 1/2-
MAX
FRAME
HEIGHT
REFER TO CHART #3
FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW
ANCHORS REOUIRED EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
360.0PSF NONE
NOTES:
I. AIAXIMUMD.LO.: 69314•X583w
RflEDNS
REV OESCPoPOON DAZE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
8 REVISED NAME AND ADDRESS 10/27/1E R.L.
CHARTAO
Number of anchors requirod n Insmlradon
Rome Frone vIdlh (m)
Might U.00 0.00 5A.00 42.00 4a.00 0 ao.00 66.00 2LSO
in) HAS Pamb HAS Jamb HAS Jamb HAS Jembl NLS Jamb HAS I&nMl His Loamb Ht5 Jamb HLS Pamb
2400 3 3 3 3 3 3 4 3 3 3
SIm
3 0 3
2400 3 3 3 3 3 3 4 3 4 3 4 3 5 3 6 3
36.00 1 3 3 3 3 3 4 3 4 3 4 3 S 3 0 3
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SEE SHEET 8 FOR INSTALLATION DETAILS
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
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SERIES 185 ALUMINUM FIXED WINDOW
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PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED
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NOTES:
T. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E?112
SIGNED., 1111512016
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NOTSHOWNFORCLAR/TYOR2XBUCKSTRUCTUREi
BY OTHERS EMBEDMENT BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
3/4" MIN
DESIGNED IN ACCORDANCE WITH ASTM E2112
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EDGE DISTANCE VERTICAL CROSS SECTION
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION
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2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2712
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
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FLANGE INSTALLATION DETAILS WITHOUT FILLERS
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INTERIOR
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1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS ow. MaaK
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APPROVED
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REVISIONS
REV DESCRIPRON OAIE I APPROVED
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9 I REMISED NAME AND ADDRESS 10/27/16 R.I.
NOTES.
1. WTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE KITH ASTM E21 I2
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73' X 72" NON —IMPACT
FIN INSTALLATION DETAILS
DRAw-v DOG N0.
J.L. 08-02357
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Luis R. Lomos P.E.
FL No.: 62514
Florida Building Code Online https://www.floridabuil(ling.org/pr/pr app_dtl.aspx?patam=wGFVX...
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Pnrdun Aoomvar Megy > pr MKtAL&=atlgn.SWa:b > 600katbn List > Application oetag
FL # 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@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
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 R Lomas, PE
the Evaluation Report
Florida License PE-62S14
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
FL15353 R3 COI FLCOT.pf
Standard
AAMA 450
year
2010
1 of 4/13/2018, 7:26 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?parain=wGEVX...
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
10/16/2017
10/23/2017
10/26/2017
12/12/2017
FL !R Model, Number or Name _ + Description
15353.1 _ 15764
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size: 52-1/8" x 84".
span: 104 1/4".
15353.2 15764
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size: 52-1/8" x 84".
span: 83-----------------
Horizontal Aluminum Mullion
I Installation Instructions
EL1535-3 a3_ti 08_0j.448B.pdf
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
Max mullion
I
FLi 53 R3 AE 512072B.odf
Created by Independent Third Party: Yes—_ --- -
iVertical Aluminum Mullion
Installation Instructions
F-L153i3_R3 t_Q8=0.143yB•odj
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
Max mullion I EL15353 R3 AE 51 0638.p f
Created by Independent Third Party: Yes
15353.3 5765 I Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS353 R3 II 08-01449B.0df
Approved for use outside HVHZ: Yes
I
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes I Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion FL15353_-83_6B.SI20738.ndf
span: 156-3/8" Created by Independent Third Party: Yes
15353.4 15765 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15353 R3 li 08-014408.odf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514IImpactResistant: 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 FL15353 R3 AE 5120640.odfjspan: 83". Created by Independent Third Party: Yes
15353.5 CM_18514-
v-
I Vertical Aluminum Mullion -- --
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size: 52-1/8" x 84". Max mullion
length - 83".
15353.6 CM-18520
Limits of Use -------. ...- -- •• ------------
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other, Max single window size - 52-1/8" x 84"
span - 156-3/8"
Max mullion
Installation Instructions
fL15353 R3 II_08_014428.pdf
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15353 R3 AC 566f
Created by Independent Third Party: Yes
Horizontal Aluminum Mullion —
Installation Instructions
Et,15J553 R3 Il 08-014aB p f
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15353 R3 AE 512075B.pd
Created by Independent Third Party: Yes
15353.7 i CM-18523 _-- --_ Horizontal Aluminum Mullion --- --
2 of 3 4/13/2018, 7:26 AM
Florida Building Code Online https://www.floridabuild ing.org/pr/pr_app_dtl.aspx?pardm=wGEVX...
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15,3 IR3_lt Q6.=Q)t!L528.bd(
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 FL15353 R3 AE S12076B,pM
span - 104-1/4". Created by Independent Third Party: Yes
15353.8 --- _ I CM-118531 J— -_
Vertical Aluminum Mullion ^
Limits of Use Installation Instructions
Approved for use in HVHZ: No f1153S_3 83 II 08-Q1443n.I2df
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 fU5353 R AE 512067B.od(
span - 83" Created by Independent Third Party: Yes
15353.9 CM-18532 y-` rHorizontal Aluminum Mullion
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size - 52-1/8" x 84". Max mullion
span - 156-3/8"
15353.10 CM-18533 ^ --
Limits of Use - -----._
v_----- •—
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size: 52-1/8" x 84". Max mullion
span: 83"
153S3.11 ! CM-18S34
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Max single window size: 52-1/8" x 84". Max mullion
span: 156-3/6'.
Installation Instructions
IF 3 R3 II nA- l4538.o if
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
j5M-jk)-A_C 5130778,pd
Created by Independent Third Party: Yes
Vertical Aluminum Mullion
Installation Instructions -
FL1S353 R3 11 08-014440,pof
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
LI-1 5353JU AE 5120680.P(f
Created by Independent Third Parry: Yes
Horizontal Aluminum Mullion • -
Installation Instructions
ELI_ 353 R3 II 08-01454B.pQf
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15353 R3 AE 512078B.1(—df
Created by Independent Third Party: Yes
Bade MaR
Contact u :: 2601 91a1r Stdne RGad- TataL*.SMe FL 32399 Ph* : OSO-487-IBZJ
The State of Fiddle is an AJVEEO employer. l ooydoet 2007-2011 state of Floma.:: g pr ty scetlment :: [ S v state 01 ;; eme
Under Florida taw, emal addresses are pubic records. If you do not want your e-mal address released it response to a public -records request, do not send etactronic
mall to this entity. Instead, contact the Office by phone or by traditional mat If you have any questions, please contact 850.487. t 39S. •Pursuant to Section
4SS.27S(1), Florida Statutes, effective October 1, 2012, hcertees acensed under Chapter 45S. F.S. must provide the Department with an emal address r they have
one. The emal6 provided may be used for official communication with the acertsee. however emal addresses are public record. r you do not wish to supply a
personal address, please provide the Department with an emal address which can be made avalable to the public. To determine r you are a licensee under Chapter
455, F.S., please clerk luau.
Product Approval Aapts:
ac=—
Credit Card
Safe
3 of 3 4/13/2018, 7:26 AM
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED IO
COMPLY WITS REQUIREMENTS OF THE FLORIDA BUILDING CODE
2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE FRAMING IS THE
RESPONSIBILITY OF THE ARCHRfC7 OR ENGINEER OF RECORD.
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULA71ONS
4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS
PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3.
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS
DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED
UNDER SEPARATE APPROVAL
6) SINGLE WINDOWS TO BE MULLED APE NOT LIMITED TO THOSE
SHOWN IN THIS DPAWING. WINDOWS MUST BE MANUFACTURED EY MI
WINDOWS AND DOORS. INC.
7) DESIGN PRESSURE OF JULLED UNIT SHALL BE CONTROLLED BY TrIE
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL
WINDOW OR DOOR UNIT.
8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS
ANCHORED AS SHOWN HEREIN.
9) MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED
IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED
HEREIN ARE NOi EXCEEDED AND MULLION IS ANCHORED ACCORDING
TO THIS DOCUMENT.
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
PRODUCT 10 BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH.
3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
IHE INTERSEC71ON OF ROW AND COLUMN CONTAINING THE MULLION
SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING
FOR PRODUCT IN STEP 2.
MULLION RAIING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1.
TRIBUTARY WIDTH =
W1 + W2
2
Rn+sora
DESCR IIDN DN1E AAPROVCD
P.LVF_ED INSTALLATION DETAILS 06/10/15 RL
REVISED ANCHORING NOTES R INSTL DE1. 06/07/0 IRL
ANCHORING NOTES:
1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM
EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS
SHEET 3.
2) FOR ANCHORING INTO CONCRETE USE 1/4" ELCO ULTRCON TAPCON
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM
EMBEDMENT WITH 1' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN INSTALLATION DETAILS SHEET 3.
3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING
SCREW WIFH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM
BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN
IN INSTALLATION DETAILS SHEET 3.
4) ALL FASTENERS TO BE CORROSION RESISTANT.
5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTh OF 3.200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N.
TYPE 1 (OR GREATER).
D. METAL STRUCTURE -STEEL 18GA (.048') FY=33KSI/FU-52KSI
OR ALUMINUM 6063-75 FU=30KSI .062' ThICK MINIMUM.
6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM
EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE
SCREWS 6" FROM EACH MULLION END AND 12' MAX. O.C.
THEREAFTER. STAGGER SCREWS AT EACH WINDOW.
TABLE OF CONTENTS
7 NO. DESCRIPTION
1 NOTES
2 CONFIGURATIONS AND DP CHART
3 INSTALLATION DETAILS
A COMPONENTS
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
5764 - VERTICAL MULLION
63" MULLION SPAN
GENERAL NOTES
OMAN• DNG No.
V.L. 1 08-01439
SCALE NTS JDArL 01/11/12 1 S"LR 1 OF 4
L ROSERTT) LOADS P E. — —
tW WDODFORO AD LEIN SVILLE. NC 270M
A3&688. W dbffasokiwavamm
SIGNED: 100.312017
1R i I`107j'/
41
E NY6' '4Lp
0 51 *=
pSEE OF ; e4,
c2ORIOP:t,
2
NIIIIIIN""
Luis R. Lomas P.E.
FL No.: 6251A
t07 3/8'
COMBINED \vIDTH
r-
WI --{ W2
83'
FRAME
HEIGHT WINDOW WINDOW
MULLION
SPAN)
107 3/8'
T OMBINED WIDTH r
W1W2 T- -
83'
LW FRAMEHEIGHT
WINDOW MULLION
SPAN)
if
j
tG7
3/8" COMBINED
WIDTH wt -
I I-- w2 83'
WINDOW FRAME
HEIGHT
WIN LH MULLIONJ
SPAN)
I--
W 1 J I- W2 t07
3/8' 0COMWIDTHDeshmPressure
retina s Mullion nfn
Tributary
18.
13
25.50 width 30.
00
42.00 in) 4A00
I
SZ13 25.00
120.0 12D.0 120.0 120.0 120.0 120.0 37.38
120.0 120.0 120.0 120.0 12 M 0 120. 0 49.03
120.0 98.3 81.2 769 75.2 75.1 62.W
71.0 W-2 39.7 35.9 33.4 32.3 6b63 59.
6 43.7 33,0 29.6 27.4 26.3 12.00
44.9 32.7 24.4 21.8 19.9 1%0 8t.001
28L 1 20.3 LARGE AND
SMALL MISSILE IMPACT, LEVEL A WIND ZONE 3 DIMENSIONS IN
CHAAT ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE.
107 3/
8" COMBINED WIDTH
W 1 --
I-- w2 aY FRAME
L
I.Dow HEIGHT MULLION
SPAN)
FI--
107
3/
8" I COMBINED
WIDTH III-- W1
11 \Y2 83 / WINDOW
H FRAMEHEIGHT(
MULLIONSPj)Ll
IL- I-- w
t 3- w2 IIF-- 107
3/8" COMBINED WIDTH
ff I
ILLY
I DESCRAIDN I DAIL I APPRa(D A REYSED
INSTALLATION DETAILS 06/10/15 R.L. I 8 REVISEDANCHORINGNOTESkINSTLDET. 06/07/17 R.I. 3/8'
COMBINED WIDTH/
FWI107 W2/ 83' j
J WINDOW J FRAME HEIGHT
WINDO/
j WINDOW
MULLION N)
APPROVED
CONFIGURATIONS
MULTIPLE UNITS
MAYBE MULLED TOGMER AS LONG AS COMBINED WIDTH DOES
NOT EXCEED 107 "'AS SHOWN HEREIN Desian Dmssure
ratin with rebar Mullion open (
In)
T 18.
13
2&50P38 butarV
width
42.00
In 48.
00
52.13 2S.W
120.0 120.0 120.0 120.0 120.0 37.38
120.0 120.0 120.0 120.0 120.0 49.63
120.0 98.3 76.9 75.2 751 02.00
95.2 70.0 461 44.8 434 65.63
80.0 58.6 39.7 36.7 353 72.00
60.3 43.9 29.2 26.7 25.5 84.00
37.7 27.3 20.1 17.7 16.0 15.1 LARGE AND
SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN
CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE.
W 1 '
I I-- Yl2 107 3/
8" COMBINED WIDTH
MI WINDOWS
AND DOORS, LLC 650 WEST
MARKET STREET GRATZ, PA
17030-0370 5764 - VERTICAL
MULLION 83" MULLION
SPAN APPROVED CONFIGURATIONS
AND RATING CHARTS DRUM. trAt
ND. V.L.
08-01439 WALE NTS
1DkTc 01/11/12 -r2 OF L R08ERTO
ICU" RE 1431 N'
OODFDRO RD LE"VlltE. AV 27= 43444C48w 'amrast3mm
m wn SIGNED: 1011312017
GEIVS 9•
I* ; STATEE
OF ,•i& c R1
P i rrs/
01VAIL \\ Luis R.
Lomos P.E. FL No.:
62514
1" MIN
EDGE DISTANCE
MASONRY/CONCRETE
BY OTHERS
i
1 1/4"
MIN EMBEDMENT
arvaloNi
o[sCRmllo" LATE I APPRUCK
3EVISED INSTALLATION DETAILS 06/10/15 R.L.
REVISED ANCHORING NOTES & INSTL DET. 05/07/17 R L.
1/4• ELCO ULTRACON TAFCON M7000022
CLIP
SECT5796
CUP
10 SMS OR
REBAR
OPTIONAL ; ;I SSECL4FEWDRILLING
SECT5764
MULLION
M7000022
CLIP
10 WOOD SCREW
1 3/8• MIN
EMBEDMENT
1/2 MIN,
EDGE
DISTANCE
VERTICAL CROSS SECTION
MASONRY)OONCRETE AND WOOD FRAMING
INSTALLA7I01V
NOTE: CLIPS MY BE USED IN MASONRY/CONCRETE
OR WOOD FRAMING SUBSTRATE.
WOOD FRAMING/
2X BUCK
BY OTHERS
M-IAL
1/2' MIN. L STRUCTURE
EDGE BY OTHERS
DISTANCE
VERTICAL CROSS SECTION
METAL INSTALLATION
SIGNED: 1011312017
MIWINDOWS DOORS, LoMA0650WESTMARKETSTREETJ\611
111I
GRATZ, PA 17030-0370 GENSF •it
5 * = 4.TIAT
5764 — VERTICAL MULLION
fiTA MULLION SPAN
INSTALLATION DETAILS 7OF : t
i"FS;l0R10" GR sK ONG NO. RLv
V.
L.
08 01439 B 4i/S/ONA11``
Luis R. Lomas P.E. is
No.: 62514
LA1ENTS 01/11/12 3 OF 4
L ROBERTO LOU4S P.E.
11,T2 Kl000fm RD LEWSNLLE NC 27027
XWWS@4bnmp"*m
F-- 2.140' -1I
T
1.tI
SECT5764 MULLION
ALUMINUM 60DiT3.125'TH1CK
I
RF-185 2 REBAR
16 GA (.062) GALVANIZED STEEL
NOTES: 1. CLIPS MAY BE USED IN
AVLSONRY/CONCRETE OR WOOD FRAMING
SUBSTRATE.
2 FOR WOOD & METAL INSTALLATION
USE ALL FOUR ANCHOR LOCATIONS.
3. FOR CONCRETE INSTALLATION USE 2
ANCHOR LOCATIONS ONLY WITH 3 1/4-
SEPARATION BETWEEN ANCHORS.
3 281' —
1.375"
0.625' -1 F
L_ 3.250'
0 64 3'
4.000'
O
MT000022 CLIP
16GA (.0637 GALVAMZED STEEL
SEE NOTE 2 A 3. THIS SHEET.
3.750'
2.189"
1. 0' 0.375'
1
I
2x 00.210•
1
D1.562"
SECT5796 CLIP
FOR WOOD FRAMING WSTALLA770N
ALUMINUM 6063-T3.12S THICK
REV610Ns
DESCRLiTID.V I DATE APPR-m-
REVISED INSTALLATION DETAILS 06/10/15 R.I.
REVISED ANCHORING NOTES h INSTL DET 06/07/17 1 RL.
3.750'
1.0DO' 0.
0
2
0.843-
2 B75'
SECT5796 CLIP ` 2x 00.210"
FOR CONCRETE INSTALLATION
ALUMINUM 6=-T5.125' 1H/CK
NI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
5764 - VERTICAL MULLION
83" MULLION SPAN
COMPONENTS
0144": D r NO
I
REV
V.L. 08-01439 B
Sqc NTS 01r 01/11/12 1 S"Lrl4 OF 4
L ROBERTO.101W P.E
14M NOODFORD AD LENTSVRLF, NC 2W
434-M-WO Aw=SV w*pemm
SIGNED: 1011312017
5111 1 I I C/0 7j//'/
v •GENS 9,'
DT E OF ;'
JoftjOP •'
M'
i///Sjs
pNAj1
tvG\.
Luis R. Lomas P.E.
FL No.: 62514
Florida Building Code Online https://www.floridabu i id i ng.org/pr/pr_app_dtl.aspx?param=wGE V X...
Professional Regulation
rr amrill
SCIS Home I too to I user Reoisteation I Hot Topics I submit surcharge i Stats a Facts I publications I FSC Staff I acts Ste Map Links Search
F rida
t&Product Approval
usenn: Pubes user
ProdIKt.Apploval,l_tenu > P1ttSJuCt.er-ARD O1Son Search > Aaakaumjkt > AppRotion tDetaR
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
FL13223-R4
Revision
2017
Approved
James Hardie Building Products, Inc.
26300 La Alameda
Ste. 250
Mission Viejo, CA 92691
909)349-2927
pingsheng.zhu@jameshardie.com
Pingsheng Zhu
pingsheng.zhu@jameshardle.com
Pingsheng Zhu
10901 Elm Ave.
Fontana, CA 92337
909)349-2927
pingsheng.zhu@jameshardle.com
Pingsheng Zhu
10901 Elm Ave.
Fontana, CA 92337
909) 349-2927
pingsheng.zhu@jameshardie.com
Panel Walls
Siding
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Ronald I. Ogawa
PE-24121
Intertek Testing Services NA, Inc. - QA Entity
12/31/2020
John Southard, P.E.
Validation Checklist - Hardcopy Received
FLJ3_Z3 qA COI fjlp - Certificate of Indeoendence.pdf
Standard Year
ASTM C1186 2007
ASTM E330 2002
I of 3 4/13/2018, 7:29 AM
Florida Building Code Online https://www.Floridabtiilding.org/pr/pr app—dtl.aspx?param=YGEVX...
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
FL1j2_ 3 R4 quly 1110-2,692E-17 ASTM C1186 egulvalencv od
Method 1 Option D
08/09/2017
08/25/2017
08/28/2017
10/10/2017
Summary of Products
FL Model, Number or Name
13223.1 I Cempanel Siding —
1 Limits of Use '_— _—•- -- -----_
Approved for use in HVHZ: Yes
j Approved for use outside HVHZ: Yes
SImpact Resistant: Yes
Design Pressure: N/A
Other: For use Inside a HVHZ Install In accordance with NOA
17-0406.06
HardiePanel 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
i
13223.3 Prevail Panel Siding
i 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 -- —
FL13223 R4 It cemp,Apel-Installatlon.pdf
FL] 32Z3 R4 II NO 17-Q40.6.06,pd[
FL13223 R4 It RIP 2689-17_ panel to Furring.gjf
FL3 223 R4 If RIO-2686-17 Panel Wood Metal Frame,pdf
Verified By: Ronald 1. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
fL132pdf FL13223
R4 AE 111 2689-17 Panel to Furrina.pdf FL1.
3223 R4 AE 11I0-2686-17 Panel Wood Metal Frame.pdf Created
by Independent Third Party: Yes fiber -
cement panel siding Installation
Instructions —"_--_ FL13223 _
R4_ It HardleEp even l-Installation.pdf FL13223
R4 II NOA 17-0406&6.pdf FL13223
114-11 RIO 2689-17 Pan@I to Fu ing:pllf FL13223
R4 It RIO-2686-17 Panel Wood Mgtpl Frame.pdf Verified
By: Ronald I. Ogawa 24121 Created
by Independent Third Party: No Evaluation
Reports FL13223
R4 AE NOA 17-0406.06.odf FL13223
R4 AE RIO 289-17 Panel to Furrino.odf FL13223 R4
AE RIO-2686-17 Panel Wood Metal Framg,pdf Created by
Independent Third Party: Yes fiber -cement
panel siding— - Installation Instructions -- — - —
FL13223 R4
11 NOA 17-0406.06,pdf FL13223 R4
If Prevail -Panel -Installation.gdf FL13223 R4_
ll Rt0 2689-17 Panel to furrino df FL13223 R4
II RIO-2686-17 Panel Wood Metal Frame.pdf verified By:
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Independent Third Party: No Evaluation Reports
FL13223 R4
AE NOA 17-0406.06.gdf FI-0223
R4 AE RIO 2689-17 Panel to Furrina,p fff FL13223 R4
AE RIO-26Q6j Panel Wood Metal Frame.pdf Created by
Independent Third Party Yes — back Nattt
contact us ::
2601 gf 5ton Road.SalWhassee.F13234.4 Prone: aso-+al-tez+ The state
of Florlda Is an AA/EEO employer. [onydaht 1no7-2111+ State of flarlda.:: ejheA w StateM M :: A=3jb atyjtatement ::Refund Statement 2 of
3 4/ l3/2018, '7:29 AM
Florida Building Code Online https://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX..;
Under Fonda law, email addresses are pubic records. 9 you do not want your e•mal address released In response to a public-recoNs request, do not send electronic
mail to this entity. Irtstwd, contact the office by phone or by traditional maL If you have any questions, please contact 8S0.487.1395. 'Pursuant to Section
4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emals provided may be used for offc0l communication with the licensee. However emal 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 detennbie If you are a licensee under Chapter
4SS, F.S, pease OiCk ftM.
Product Approval Accepts:
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3 of3 4/13/2018, 7:29 AM
Florida Product Approval
HardiePanel® Siding
For use inside HVHZ:
o 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 RIO-2686-17
or RIO-2689-17. Consult the HardiePanel product installation instructions
on the follow pages for all other installation requirements.
0
HardiePanel"Aff'.0. Vertical Siding
JamesHardle
INSTALLATION REQUIREMENTS RMEN11AL SINGLE FAMILY ONLYPRIMEDU i3 COLORPLUSa'
EFFECTIVE SEPTEMBER 2013 RM
PRODUCTS Ylsit y}ww.iamr>sttardtu,Nwn r the most recerd version.
SMOOTH - CEDARMILLO • SELECT SIERRA 8 -STUCCO
IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE
WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES,
AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS
INSTALLATION OF HZ1OTm PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES
TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343
STORAGE & HANDLING:
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 for damage caused
by Improper storage and handling of
the product. —
CUTTING INSTRUCTIONS
OUm00nS INDOORS
1. Poetiion cutting station so mat wind will 1>bw dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic).
and others in VON nnpp area. 2. Position cutting station in well-venUiated area
2. Use one of the Idbwing ntetitOds
a Best L Soom and sratw
I. Shears (manual, electric or pneumatC) - NEVER use a power saw Indoors
b. Better. I. Oust reducing ehaAar saw equipped v fth a - NEVER use a dnclar saw blade that does not the HartEcBlade saw blade trademark
Harde8lada' saw blade and i A vacuum extraction - NEVER dry sweep — use wet suppression or HEPA Vacuum
c. Good: 1. Oust educing circular saw with a Hardie8lade saw Mode
only use for law to moderate cutting)
Important Note: For mammwm protection Qavesl respirable dust pnoducuoro, James Hai feounmrads always using hest' -level cfI&p methods where feasible.
spiramrs can be used in conjunction with afore culling practices to further reduce dust elposures Additional wposure Information Is available
euom to help you delenmhe the most appropriate rutting method for you jab requirements. II ooncem sbl exists about exposure levels or you
the above practices, you should always consult a qualified Indtstfal hygienist or contact James Hardie for further Information. sxmlae
GENERAL REQUIREMENTS:
These instn)clions to be used for residential single family installation only. For Commercial / Multi -Family installation requirements go to www.JamesHardleCommerclal.00m
HardiePanel• vertical siding can be installed Doer traced wood or steel studs spaced a maldmum of 24" o.c. See genemal fastening requirements. Irregularities in
framing and Sheathing can minor through the finished application. James Hardie recommends installing HardiePanel on a capillary break (raincxeen/ftarirng) as a best practice.
Information on Installing James Hardie products over foam can be located in JH Tech Bulletin 19 at wow. lamehardle.com
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 HardieWrap® Weather Barrier, a Iron -woven non -perforated housewrapl, which compiles with building code requirements.
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 from 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.
HardiePanel vertical siding may be installed on vertical wall applications only.
00 NOT use HardiePanel vertical sidingg In Fascia or Trim applications.
Some application are not suitable for olorPlus. Refer to ColorPlus section pa a 3.
00 NOT use stain, oil/alkyd base paint or powder coating on James Hardie®Products.
For larger projects, including commercial and multi -family projects, where the span of the wall is significant In length, the designer and/or architect should take
Into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin
8 "Expansion Characteristics* at www.JamesHardie.com.
INSTALLATION:
Joint Treatment
Fastener Requirements •
Vertical Joints - Install panels in moderate contact (fig. 1), alternativelyPositionfasteners3/8" from panel edges and no closer than
2" away from corners. Do not nail Into corners. joints may also be covered with battens, PVC or metal jointers or
HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPlus Finish) (fig. 2).
Framing must be provided at horizontal and vertical edges for nailing. •Horizontal Joints Provide 2-flashing at all horizontal joints (fig. 3).
HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3
waterraslstive barrier water -resistive banter
Double stud may be required to maintain minimum edge 4 stud / water-reslstle water -resistive
nailing distances. f 2 `4aNd tarry barrier
Figure 1 s,u
water -resistive
barrier
sheathing HardlePen
o o vertical Sidi
keee nails3183/8 min.
l/\ from panel
edges
moderate contact
keep fasteners 2-
away from comers
Batten Joint "H" Joint
water -resistive barrier
ft
4 stud
leave appropriate gap between
panels• then caulk'
Caulk Joint
Not applicable to C4WIus• Fink )
Apply caulk in accordance with caulk
manufacturer's written application Instntctlom.
For additional Information on HardleWran'"' Weather Barrier, consult James Hardie at 1.866-4Hardle or www.hardiewmo.com
rD.7orpanel .•—upper panel autk
1/a' gap Oo not 1/4" Stop 2
flashBg f Z-lashing's decorative
r
band board laver
lower
panel
pallet Recommendation:
When Installing
sierra 8, provide a
double stud at panel joints
to avoid "Ting truotgh
proo'wes. Figure
4 WARNING:
AVOID BREATHING SILICA OUST ranks
l lard& produos contain req*aMe crystallite sllkb, vfth B ktom to ate Stated California to cause cancer and Is eaWdered by IARC end NIOSH robe a cause of CWW tmm same oMupadonal sauttses. IkeetNrg heemrnmLF'
Uona Itaoercrs hb
slip
Oahg cleanup, use H A aanms a wot deatarp mdtnds - nr ver Ay sxeeP. Fa lusher Intamatbn. refer to our Irtstalheaon ImSirucbac and Material Safely Oats Shcd available at www jamoabaude.
com or by calling I •e00.911ARDIE (1.800-942-7343). FAILURE TO ADHERE To OUR WARNINGS, MSOS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL eL W OR DEATH. lxwn HS1236 -
P1/
3 1/13
N >o•
CLEARANCES
Install siding and trim 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 counterflashing clearance between
requirements for clearance between James Hardie® and decking material. shall be installed per the roofing the bottom of James
manufacturer's instructions. Provide a Hardie products andthebottomedgeofthesidingandproductsandpaths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing.
the adjacent finished grade. steps and driveways.
Figure 5 geld Figure 6
eor"aw
6' min. I rwndstan
Maintain a minimum 1" gap
between gutter end caps and
siding 8 trim.
Figure 9
gutter and end cep
On not bridge floors vrith HardiePane19 siding. Horizontal
joints should akvays be created belvreen floors (rig.10).
water -
Resistive i
Ramer i Fremirq
Figure 10
Horizontal - Flowing
Trim
n
sheathing 4
f =a HarelePanel°
a
BLOCKED PENETRATIONS ..
Penetrations such as hose bibs and holes 1 36" 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. Electro-galvanized are
acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality,
hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of
fasteners. Stainless steel fasteners are recommended when installing James Hardie products 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.
NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have
specific jurisdiction. Consult James Hardie 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.
If nail is countersunk, fill nail hole and add a nail. (fig. B)
For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel
framing, remove and replace naiq.
NOTE: Whenever a structural member Is present, HardiePlank should be fastened with even
spacing to the structural member. The tables allowing direct to OSB orplywood should only be
used when traditional framing is not available.
Do not use aluminum fasteners, staples, or clipped head nails.
Snug Flush
Countersunk,
fill 8 add nail
Figure A Figure B
do not under
drive nails
oo ror
STAPLE
the roofing and the bottom edge of the Do not caulk gap.
siding and trim. Refer to fig. 3 on
Figure 8 page 1.
r I 1••Ymin
KICKOUT FLASHING
Because of the volume of water that can pour down a sloped
roof, one of the most critical flashing details occurs where a
roof intersects a sidewall. The roof must be flashed with step
flashing. Where the roof terminates, install a kickout to deflect
water away from the siding. It Is best to install a self -adhering
membrane on the wall before the subfascia and trim boards
are nailed in place, and then come back to Install Hie kickout.
Figure 11, Kickout Flashing To prevent water from
dumping behind the siding and the end of the roof
intersection, install a "kickout" as required by IRC code
R905.2.8.3 : ".. flashing shall be a min. of 4" high and 4'
wide." James Hardie recommends the kickout be angled
between 100e -110• to maximize water deflection
Figur
PNEUMATIC FASTENING
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. If setting the nail 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 8/13
AZ >o.
CAULKING
For best results use an Elaslomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a latex Joint Sealant complying with ASTM C834.
Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OS10jad as well as some other caulking
manufacturers do not allow tooling.
00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section
CUT EDGE TREATMENT PAINTING
Caulk, paint or prime all field cut edges. DO NOT use stain, oiValkyd 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 product and 90 days for unprimed.100% acrylic topcoats are
to touch-up ColorPlus products. 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, TOUCH-UP & LAMINATE
Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to
gently wipe off any residue or construction dust left on the product, then rinse with a garden hose.
Touch up nicks, scrapes and nail heads using the ColorPlue Technology touch-up applicator. Touch-up should be used sparingly.
If large areas require touch-up, replace the damaged area with new HardiePanel4° 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® 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 parry touch-up paints or paints used as touch-up that are not James Hardie
touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty.
The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for
every application:
Exposed fasteners or battens is the recommended application for ColorPlus panel products
Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended
For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarrnill 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
joints when appropriate.
PAINTING JAMES HARDIE• SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY
When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application:
Ensure the surface is clean, dry, and free of any dust, dirt, or mildew
Repriming is normally not necessary
100% acrylic topcoats are recommended
DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products
Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application
temperature
RECOGNITION: In axadance vdth ICC-ES Evaluation Report ESR-1844, HardGeParrel® vertical siding Is recognized as a suitable alternate to that sperllled rr the 2006.2009, b 2012 kdematiorol Raddemal Code far Ono -and
Two-family Urelrr.ps and the 2006, 2009. 3 2012 International Building Code. HardePand vertical skBrq Is also recognized tar application In the (atbwlrg: aty, of Los Angeles Research Report No. 24862. State of Flartda
lis ft F14889, Dade county. Florida NOA No. 02-0729.02. Us Dept. of HUD Materials Release 1263c. Texas Oepanmenl of Insurance Product Evaluation EC-23, city of New York MEA 223-93A1, and Calramia GSA PA•019.
rnese tlwinerm shoule afro be cons fled for adddiorml Informom eonceaft the atlmbtltty of tide product tar speclac applications.
2013 Jaynes Hardie euilding Products. Ali rights reserved. p
TM, SM, and ® denote trademarks or registered trademarks of Additional Installation Information,
HJamesHardleTechnologyLimitedCsisaregisteredWarranties, and Warnings are available at JamesHardle
trademark of James Hardie Technology Umfted. www.jameshardie.com
HS1236 - P3/3 6/13
Florida Building Code Online https:Hwww.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVX...
ti
Business a -Regulation
SCtS Home I Log to I User Regtstratbn I Not Topics Submt Stmliarge i Stats 8 Facts I Publications I FBC Staff I SCIS Ste Map I Links Search i
F da
r Product Approval
USER: PLfilk User
ftdugLmoinvat Memi > Prnnuct or ADCMA LVn Search > BQplsgtlon ust > Application Ontall
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
grahman@aluminumcoilsinc.com
Authorized Signature Gareth Rahman
grahman@aluminumcolisinc.com
Technical Representative Paul Frost
Address/Phone/Email 5001 West Knox Street
Tampa, FL 33634
813)249-9742
PFrost@aiumlnumcoilsinc.com
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Soffits
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Flonda Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 06/19/2020
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL12194 R7 COI ALCA 2017 FBC Evaluation R_gportQ4 Tg Soffits
Final,QQf Standard
AAMA
1402 Year
2009
1
of2 4/13/2018, 7:37 AM
Florida Building Code Online https:Hwww. floridabu ilding.org/pr/pr_app_dtl.aspx?parain=wG GV X...
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
12/15/2017
12/15/2017
12/20/2017
02/13/2018
Summary of Products -
FL!._ Model, Number or Name
112194.1 -- Alumunum Coils Aluminum Soffit
Limits of Use
Approved for use in HVHZ: No
i Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +80/-90
Other: See Evaluation Report for limits of use.
Description
Aluminum soffit panels ---
Installation Instructions
FL12194 R7 II ALCIS001.4 2017 FBC Evaluation Repysr
4 T4 Soffits Flnal.odf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL12194 R7 AE ALC1S001.4 2017 FBC Evaluation Repot
Q4 T4 Soffits Flnal.pd_f
Created by Independent Third Party: Yes I
CoildrL:: Bso•497-182+
The State of Florida Is an AA/WOemployer. LWacy slatealeot :: ACMSSLBdN 51UeM9= :: a %aterMM Under
Florida law, email addresses are pubic records. If you do not want your a-mal address released In response to a public -records request, do not send electronic mad
to this entity. Instead, contact the office by phone or by tradRonal mail If you have arty questions, please comas BS0.487.139S. •pursuant to Section 4SS.
27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one.
The emalts provided may be used for offkal communication with the acensee. However email addresses are pubic recoN. ff you do not wish to Supply a Personal
address, please provide the Department with an email address which can be made avaWble to the pubic. To determine If you are a licensee under Chapter 4SS,
F.S., please click hgM. product
Approval Aooepts- . itrer
Credit
Card Safe
2
of 2 4/13/2018, 7:37 AM
CREEK
TECHNICAL SERVICES, LLC
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 6r" EDITION (2017)
Manufacturer: ALUMINUM COILS, INC. Issued December 14, 2017
5001 West Knox Street
Tampa, FL 33634
813) 249-9743
www.afuminumcoilsinc.com
Manufacturing: Tampa, FL
Quality Assurance: PRI Construction Materials Technologies (QUA9110)
SCOPE
Category: Panel Walls
Subcategory: Soffits
Code Sections: 1404.5.1, 1709.10
Properties: Wind Resistance
REFERENCES
Enti& Renort No. Standard Year
Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009
Certified Testing Laboratories (TST1577) 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 61G20-3.
ALC15001.4 FL12194-R7 Pane 1 of 3
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.
0 C R E E K ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTIONS
318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for
dimension drawings.
318" 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" 04 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffrt2panels provided in 16-
inch sections. The reported net free ventilation areas are 22.3 in /lin.ft. for the 'full vent'
configuration and 11.1 in2/lin.ft. and for the 'center vent' configuration. See Appendix D for
dimension drawings.
w..ZZ..•.;
1 Z " ZZ Z Z
Nz?i::,.
W FULL VENT
12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Zpanels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft. for the 'full vent'
configuration and 4.2 inZflin.ft. for the 'center vent' configuration. See Appendix D for
dimension drawings.
ALC15001.4 FL12194-R7 Page 2 of 3
This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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
COMPLIANCE STATEMENT
ALUMINUM COILS, INC
Soffits
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 60' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
11111IIIl11JI'lFtYR. p . Ri
E N SF
No 74021
XZ
3 STATE OF '•Q+
CERTIFICATION OF INDEPENDENCE
2017.12.14
16:21:34
051001
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 or distributing
products under this evaluation.
CREEK Technical 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 (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1.
2. Refer to Lt mTAnoNs and sections of this evaluation when using the table(s) below.
3. Refer to INSTALLATION sectjon of this report for installation detail when the information is not explicitly stated for the selected assembly.
4. The on -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
Locaati onn— Location
b. 12' T4 Soffit — 4-inch o.c.
Fastener Fastener Fastener Fastener
Loc tion Location Lotion Location
c. 16' 04 Soffit —16-inch o.c.
Fastener Fastener
Location Location
ALC15001.4 FL12194-R7 Page 1 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 SERVICES, LLC
d. 16' 04 Soffit— 8-inch o.c.
Fastener
Lotion
Fastener Fastener
Loction
ALUMINUM COILS, INC
Soffits
Approved System Numbers and Definitions
10.5JJa# Approved Systems for 10.5-inch Soffit Span with J-Channel at Wall and Eave
12L4 Approved Systems for 124nch Soffit Span with F-Channel and Fascia Ca
12.14 Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Ca
Rul Approved Systems for 124nch Soffit Span with J-Channel at Wall and Eave
14.SJJ-# Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave
16F-# Approved Systems for 164nch Soffit Span with F-Channel and Fascia Ca
16.14 Approved Systems for 164nch Soffit Span with J-Channel and Fascia Ca
16JJ-# Approved Systems for 16-inch Soffit Span with J-Channel at Wall and Eave
22.5JJ Approved Systems for 22.5-inch Soffit Span with J-Channel at Wall and Eave
24F:# Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca
24J Approved Systems for 244nch Soffit Span with J-Channel and Fascia Ca
4JJl Approved Systems for 244nch Soffit Span with J-Channel at Wall and Eave
Appendix A
Approved Systems for Maximum 10.6-inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Eave Connection
System Panel MDP
No Width psf)
Substrat J-Channel
Substrate
J-Channel
e Attachment Attachment
Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in
diamond pattern spaced 244nch o.c. securing Three (3) 18 ga.1/44nch crown x 1-inch leg staples in
Max. J-Channel to joists; diamond patternspaced 24-inch o.c. securing
10.5JJ-1
16-inch
Wood
One (1) 18 ga.1/4-Inch crown x 1-inch leg staples
Wood J-Channel to joists; 359.8
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.
ALC15001.4 FL12194-R7 Page 2 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
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 Psi
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
Max.
One (1) min. 3/84nch head dia. nail, One (1) min. 3/8 x 3/8-inch crown
One (1) min. 1 3/44nch long x
0.0724nch dia. x min. 3/16-
12F-1
16-inch
Wood min. 1.25-inch embedment spaced Wood
staple spaced 16-inch o.c. inch head dia. trim nail
40
24-inch o.c. spaced 364nch o.c.
One (1) 14 ga. 5/84nch long T nail or One (1) min. 1 3/44nch long x
12F 2
Max.
Masonry 9 ga., min. 5/8-inch long Stub Nail Wood
One (1) min. 3/8 x 3/8-inch crown 0.0724nch dia. x min. 3/16- 40
164nch with 3/8-inch diameter head spaced staple spaced 164nch o.c. inch head dia. trim nail
84nch o.c. spaced 364nch o.c.
Max.
Three (3) min. 3/4-inch x 1/44nch One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/4-inch long x
0.0724nch dia. x min. 1/44nch 48
12F-3
164nch crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- 64.2 spaced
24-inch o.c. spacedand securing each panel lap inch o.c. One (
1) 14 ga. 5/8-Inch long T nail or One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/44nch long x 12F4
Max
Masonry
9 ga., min. 5/8-inch long Stub Nail Wood crown staple spaced 8-inch o.c. 0.
0724nch dia. x min. 1/4-inch 48 164nch
with 3/8-inch diameter head spaced and
securing each panel lap head dia. trip nail spaced 48- 64.2 8-inch
o.c. inch o.c. Approved Systems
for Maximuml2-inch Soffit Span with J-Channel and Fascia Cap Wall Connection
Eave Connection System Panel
MDP No. Width
Pso Substrate J-
Channel
Attachment Panel
Attachment
Substrate Panel Attachment Fascia Cap Attachment Three (
3)
min. 3/4- inch x
1/44nch crown One (1)
min. #8 x 1/2-inch One (1) min 3/44nch 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 spaced 164nch
o.c. Wood t/
crown staple 0.072-
inch dia. x min. 1/4 Inch head dia.
trip nail spaced 48- 48 64.
2
patternscrew patternspaced24- connecting soffit to J-channel spaced spaceed
8inch o.c. inch o.c. Inch o.
c. ALC15001.4
FL12194-R7 Page 3 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 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 psf)
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.1/4-4nch crown x 14nch leg staples in
diamond pattern spaced 244nch o.c. securing diamond pattern spaced 124nch o.c. securing
12JJ-1
Max.
Wood J-Channel to joists; Wood
J-Channel to fascia; 70
164nch One (1) 18 ga.1/4-inch crown x 14nch leg staples One (1) 18 ga.1/44nch crown x 1-inch leg staple securing 60
located in the horizontal leg of the J-Channel spaced the nailer of each female lock 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 psi)
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,1/44nch crown x 14nch leg staples indiamondpatternspaced244ncho.c. securing diamond pattern spaced 244nch o.c securing
14 5JJ-1
Max.
164nch
Wood J-Channel to joists;
One (1) 18 ga.1/4-inch crown x 14nch leg staples
Wood J-Channel to joists; 43.3
located in the horizontal leg of the J-Channel spaced
One (1) crown x 14nch leg staples locatedga.1/
leg12-inch o.c.
ri ofinthehorizontallegof the J-Channel spaced 12-inch o.c.
ALC15001.4 FL12194-R7 4of11
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
ALUMINUM COILS, INC
soffits
Appendix A
Approved Systems for Maximum 16-inch Soffit Span with F-Channel and Fascia Cap
Wall 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. 1/44nch crown x
One (1) min. 1.754nch x
0.072-inch diameter
16F-1
Max.
Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced max. finishing nail with min. 3/16- 253.3
124nch with 3/84nch diameter head spaced flinch 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. 1.754nch x
Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max.
0.0724nch diameter
16F-2
12-inch
Wood inch leg staples in diamond pattern Wood
44nch ocand securing each finishing nail with min. 3116- 53.3 spaced
16-inch o.c. panel
lap inch
head spaced 124nch
o.c. One (
1) 14 ga. 5/8-inch long T nail or One (1) min 3/84nch x 3/84nch One (1) min. 1 3/44nch long 16F-
3 Max.
Masonry
Mason9 ga., min. 5184nch long Stub Nail Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 225.6 with
3/84nch diameter head spaced 3/16-inch head dia. trim nail 8-
inch o.c.spaced O.
C. 364nch o.c. Max.
One (
1) 3184nchhead dia. nail, min. One (1) min 3/84nch x 3/8-inch One (1) min. 1 3/4-inch long x
0.072 inch dia. x min. 16F4
16-
inch Wood
1.25-inch embedment spaced 24- Wood crown staple spaced 164nch 3/
16-inch head dia. trim nail 325.
6 inch
o.c. O.C. spaced
364nch o.c. Max.
Three (
3) min. 3/4-inch x 1/44nch One (1) min 3/44nch x 1/44nch One (
1) min. 1 3/44nch long x
0.072-inch dia. x min. 1/4- 27 16F-
5 16-
inch Wood
crown staples in diamond pattern Wood crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced
24-inch o.c. spaced 484nch o.c. One (
1) 14 ga. 5/84nch long T nail or One (1) 18 ga. 1/44nch crown x One (
1) min. 1.754nch x 0.
072-inch diameter 16F-
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- 243.3 16-
inch with 3/84nch diameter head spaced o.c. and securing each panel inch head spaced 84nch
o.c. lap 164nch o.c. One (
1) 18 ga. 1/44nch crown x One (
1) min. 1.75-inch x Max.
Three (3)18 ga.1/4-inch crown x 1- 14nch leg staple spaced 4 inch 0.
0724nch diameter 16F-
7 16-
inch Wood
inch leg staples in diamond pattern Wood o.
c. and securing each panel finishing nail with min. 3/16- 343.3 spaced
164nch o.c. inch head spaced 164nch
o.c. ALC15001.
4 FL12194-R7 5of11 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
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 psf)
Substrate
J-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
Max.
Three (3) min. 3/4-inch x 1/4-inch One (1) min 314-inch x 1/4-inch
One (1) min. 1 3/4-inch
long x 0.0724nch dia. x 23.5
16J 1 16-inch
Wood crown staples in diamond pattern
spaced 244nch o.c.
Wood crown staple spaced 84nch o.c. min. 1/4-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.1/44nch 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 14nch leg staples in
16JJ-1
164nch
Wood
One (1)18 ga.1/4-inch crown x 14nch leg staples
Wood diamond pattern spaced 84nch 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.t/44nch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in
diamond pattern spaced 244nch 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
164nch One (1)18 ga.1/4-inch crown x 14nch leg staples One (1)18 ga.1/44nch crown x 14nch 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.
124nch o.c. securing each panel lap
ALC15001.4 FL12194-R7 Page 6 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
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width pso
Substrate
J-Channel
Attachment
Panel Attachment Substrate
J-Channel
Attachment
Three (3)18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x Three (3) 18 ga.1/4-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.1/4-inch crown x One (1) 18 ga.1/flinch crown x
14nch leg staples located in the One (1) min. 1.754nch x 0.0724nch 14nch leg staples located in the
horizontal leg of the J-Channel diameter -finishing nail with min. horizontal leg of the J-Channel
spaced 124nch o.c. 3/16-inch head spaced spaced 12-inch o.c.
44nch o.c.
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 psfl
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1/44nch
Nominal 1x2 crown x 1-inch leg
No.2 SYP staple spaced
Three (3) 18 ga.1/4- anchored to 12-inch o c. securing One (1) 18 ga. 1/4-
One (1) min. 1.754nch x
Max
inch crown x 14nch
ratter with one each panel lap inch crown x 14nch 0.072-inch diameter
80
24F-1
124nch
Wood leg staples in 1) min. 2.25-
Wood
leg staple spaced 8- finishing nail with min. 90
diamond pattern inch x 7d ring
One (1) min. 1.75-inch
inch o.c.
3/164nch head spaced
spaced 16-inch o.c. shank nail
x 0.0724nch diameter 124nch o.c.
24-inch o.c. finishing nail with min.
3/16-inch head spaced
44nch o.c.
ALC15001.4 FL12194-R7 Page 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 SERVICES, 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 pso
Substrate
F-Channel
Attachment
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment
One (1) 18 ga.1/44nch
crown x 1-inch leg
Nominal 1)2 staple spaced
One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1l4-
One (1) min. 1.754nch x
Max. inch x 11 ga. anchored to each panel lap inch sown x 14nch 0.0724nch diameter 80
24F-2
124nch
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 124nch o.c.
nall 244nch o.c. finishing nail with min.
3/16-inch head spaced
44nch o.c.
One (1) 18 ga. 1/4-inch
crown x 1-inch leg
One (1) 14 ga. 5/8- Nominal 1x2 staple spaced
inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. 1.754nch x
Max. ga., min. 5/84nch anchored to each panel lap inch crown x 14nch
0.072-inch diameter
80
24F-3 124nch 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. 1.754nch inch o.c. 3l16-inch head spaced
head spaced 8-inch inch ring shank x 0.0724nch diameter 124nch o.c.
O.C. nail 244nch o.c. finishing nail with min.
3/164nch head spaced
44nch o.c.
One (1) 18 ga.1/4-inch
crown x 14nch leg
Nominal 1x2 staple securing the
No.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 0
24F-4
164nch
Wood leg staples in 1) nun. _ each panel lap Wood leg staple spaced 8- finishing nail with min. 60
diamond pattern ininchx7dringr inch o.c. and securing 3/164nch head spaced
spaced 164nch o.c. shank nail
One (1) min. 1.75-inch each panel lap 164nch o.c.
244nch o.c.
x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
4-inch o.c.
ALC15001 4 FL12194-R7 Page 8 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
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 pso
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1144nch
crown x 14nch leg
staple securing the
Nominal 1x2 nailer of each female
One (1) min. 1.5- No 2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x
Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.0724nch diameter
80
24F-5 16 inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. SO
roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced
16-inch o.c. inch ring shank One (1) min. 1.754nch each panel lap 164nch o.c.
nail 244nch o.c. x 0.0724nch diameter
finishing nail with min.
3/164nch head spaced
44nch o.c.
One (1) 18 ga.1/44nch
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 (1) 18 ga. 1/4- One (1) min. 1.754nch x
Max. ga., min 5/8-inch anchored to 164nch o.c. securing inch crown x 14nch 0.0724nch 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. 603/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/164nch head spaced
head spaced 8-inch inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c.
O.C. nail 24-inch o.c. x 0.0724nch diameter
finishing nail with min.
31164nch head spaced
44nch o.c.
ALC15001.4 FL12194-R7 Page 9 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
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.1/4-
one (1) min. 2.25- inch crown x 14nch
Nominal 1x2 inch x 7d ring shank leg staple spaced
No.2 SYP Three (3)18
nail straight -nailed 124nch o.c.
anchored to ga.1l44nch crown through the rafter securing each panel One (1) 18 ga. /.-
One (1) min. 1.75-inch
Max. rafter with one x 14nch leg
into the end of the lap inch crown x t-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. t60
inch x 7d ring pattern spaced 16-
min. 2.25-inch x 7d One (1) min. 1.75- 84nch o.c.
3/16-inch head spaced
shank nail inch o.c. ring shank nails toe- inch x 0.0724nch 12-inch o.c.
244nch o.c. nailed on either side diameter finishing
of the batten at nail with min. 3116-
each batten/rafter inch head spaced
intersection. Max. 44nch 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 14nch
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. 'h-
anchored to ga.114-inch crown
through the rafter spaced 164nch o.c. inch crown x 1-inch One (1) min. 1.75-inch
Max. rafter with one x 14nch leg into the end of the securing each panel leg staple spaced
x 0.072-inch diameter
24J-2
164nch 1) min. 2.25- staples in diamond
batten or two lap Wood
8inch o.c. and finishing nail with min. t53.3
inch x 7d ring pattern spaced 16-
min. 7nchx7d
securing each panel
3116 inch head spaced
shank nail inch o.c.
hringshankank nails toe- One (1) min. 1.75- lap
16-inch o.c.
244nch o.c.
nailed on either side inch x 0.0724nch
of the batten at diameter finishing
each batteNrafter nail with min. 3116-
intersection. Max. inch head spaced
rafter spacing is flinch o.c.
244nch o.c.
ALC15001.4 FL12194-R7 Page 10 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
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for Maximum 24-inch Soffit Span with J-Channel at Wall and Eave
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width Pso
Substrate
J-Channel
Attachment
Panel Attachment Substrate
J-Channel
Attachment
Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x
14nch leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 ga.1/4-inch crownpatternspaced244ncho.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. 1: 43.5
16-inch One (1) 18 ga.1/4-inch crown x securing1-inch leg staples located in the One (1) min. 1.754nch x 0.0724nch J-Channel to fascia
horizontal leg of the J-Channel diameter finishing nail with min.
spaced 124nch o.c. 3/16-inch head spaced
4-inch o.c.
Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x Three (3) 18 ga.1/4-inch crown
14nch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond
pattern spaced 244nch o.c.
of each female lock or spaced 16- pattern spaced 124nch 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.1/4-inch crown x One (1) min. 1.754nch x 0.072-inch
Wood One (1) 18 ga.1/4-inch crown x
14nch leg staple securing the
44 4
14nch leg staples located in the
horizontal leg of the J-Channel diameter finishing nail with min. nailer of each female lock or
spaced 124nch o.c.
3/16-inch head spaced spaced 164nch o.c. securing
44nch o.c. I each panel lap
ALC15001.4 FL12194-R7 Page 11 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 SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
INSTALLATION
Note - Refer to the APPROVED Sysrenls section of this report for additional installation details of a selected system and maximum design pressures limitations.
No. I Installation Detail
10.5JJ-1 &
14.5JJ-1
Diamond' Patten
18ga., 114' x 1'
staples 12' o.c. max
18ga., 114' :1'
staples 24' o.c. max
J•Channel
I ega., 114' x I'
staples 24' ox. max
Diamond' Patten
annul
Dnan B
18ga., 114' x 1'
staples 24' o.c. max
Diamond' Patten
18ga., 114' x 1'
T staples 12' o.c, max
Detail A
ALC15001.4 FL12194-R7 Page 1 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
TECHNICAL SERVICES, LLC
12F-1 8
12F-2
No. I Installation Detail -
IVIIN. 3/8" HEAD DIA. NAIL. MIN. 1.25"
EMBENDMENT SPACED 24' O.C. FOR WOOD
SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA,
STUB NAIL WITH 3/8' HEAD DIA.. MIN. 5/8'
EMBEDMENT SPACED S" O.C. FOR MASONRY
SUBSTRATES
ASCIA SLIP BOARD
SOFFIT
MAX. 12•INCH SPAN
CHANNEL
FASCIA LIP 1/4"
FASCIA TRIM
STAPLE SOFFIT TO
FASCIA BOARD #T50
3/8" X 3/8" STAPLE
16" O.C.
L-PAINTED S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12' PIECE
SOFFIT & FASCIA DETAIL
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 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.
112F-3
CREEK
TECHNICAL SERVICES, LLC
No. I Installation Detail
ALUMINUM COILS, INC
soffits
Appendix B
OPEN RAFTER "st'O1 , SOFFIT STAPLE
3/a-
DIAMOND PATTERN
x /4
CROWN STAPLES t I DETAIL
USING A DIAMOND 3'r TKp1J
PATTERN FACIA BOARD
sT wits i
I
CAP
3/4- X 1/4- CROWN4S.S. 8' 1
FACIA BOARD
STAPLE ON CENTER
1-3/4' TRIM NAIL P'
F- CHANNEL CAW BE PAINTED S.S. 48'
INSTALLED CAPWITHTHEO.C.
FASCIA
NAILING FLANGE UP OR 3/4- X 1/4'
DOWN CROWN STAPLE
SOFFIT -max. 12-inch span
WOOD S
SUBSTRATE
SOFFIT & FASCIA
DETAIL
ALC15001.4 FL12194-R7 Page 3 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, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
No I Installation Detail
112F-4
MIN. 14GA T•NAIL OR MIN. 9GA.
STUB NAIL WITH 3/8' HEAD DIA., MIN. 6/8'
EMBEDMENT SPACED S" O C. FOR MASONRY
SUBSTRATES.
ASCIA SLIP BOARD
SOFFIT
MAX. 12•INCH SPAN
F" CHANNEL
FASCIA TRIM
11-3/4' TRIM MLI %1 FACIA BOARD
PAINTED S.S. j/
FASCIA CAP
3/4" X 1/4'
CROWN STAPLE
SOFFIT J
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 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.
r
CREEK
TECHNICAL SERVICES, LLC
System No. I Installation Detail
1 12J-1
OPEN RAFTER
3/4" X 1/4- CROWN STAPLE -24-
ON CENTER USING A DIAMOND PATTERN
Li —CHANNEL
screwed to soffit
with one(1I hS r.
1/2" r. 3/8" head
1-3/4" TRIM NAIL
PAINTED S.S. 48"
O.C.
diameter screw,
16" o.c.
WOOD OR BLOCK
SUBSTRATE
SAFFrr—max. 12-inch span
ALUMINUM COILS, INC
soffits
Appendix B
3rtr
318 r- 3/4' X 1/4' CROWN STAPLE
SOFFIT STAPLE
FACIA BOARD DIAMOND PATTERN
DETAIL
L
3/4" X 1/4- CROWN FACIA BOARD
STAPLE "8" ON CENTER 1-3/4' TRIM NAIL
PAINTED S.S.
FASCIA CAP
3/4" X 1/4-
CROWN STAPLE
SOFFIT
SOFFIT & FASCIA
DETAIL
ALC15001.4 FL12194-R7 Page 5 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, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
No. I Installation Detail
12JJ-1 &
16JJ-2
189a.,114' x I"
staples 12- o.c. max
W
1
18ga.,114" x 1'
3Af8- staples 24' O.C. Max
Diamond- Patten
ALUMINUM COILS, INC
Soffits
Appendix B
189a.. 114" x 1'
staples 24' O.C. Max
Diamond- Patten
Deter! 8
I ega.; 114" x t'
Stapies 12' o.c. max
Diamond Patten
18 ga.,1/4' x 1"
staples in horzonlal
leg offema e lap
Channel
DeteY A
ALC15001.4 FL12194-R7 Page 6 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, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
13W LDrx6 X 0 072'DIA. 11W
NAIL WITH 3116' FZAD DIA, FASCA BOARD
SPACED 16' C.0
FASCIA CAP
SOFFIT
1' X l:d' CROWN STAPLc
OPEN RAFTER
WN llrA T'
RAIL OR MIN, FASCIA BOARD
9OA STUB NAIL
W iH e5' WEAD
16F-1 EDE En SOFFIT & FASCIA
16F-6 SPACED S'C.C. DETAIL
FASCIA CAP; REFER
TO SOFFIT I FASCIA
DETAL
F' CHANNEL
SOFNT; YAX. IV
SPAN
MASONRY -A
SUBSTRATE
I
ALC15001.4 FL12194-R7 Page 7 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, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
16F-3 &
16F4
No. I Installation Detail
SOFFI T
F" CHANNEL
i%god, COncre[a
or Block. W
FASCIA LIP 1 /4"
MIN. 3/8" HEAD DIA. NAIL, MIN. 1.25"
EMBENDMENT SPACED 24" O.C. FOR WOOD
SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA.
STUB NAIL WITH 318" HEAD DIA.. MIN. 5/8"
EMBEDMENT SPACED 8" O.C. FOR MASONRY
SUBSTRATES.
ASCIA SLIP BOARD
FASCIA TRIM
STAPLE SOFFIT TO
ASCIA BOARD #T50
8" X 3/8" STAPLE
16" O.C.
L—PAINTED S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12' PIECE
SOFFIT & FASCIA DETAIL
ALUMINUM COILS, INC
Soffits
Appendix B
ALC15001.4 FL12194-R7 Page 8 of 19
This evaluation report is provided for Slate 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
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
I
3nKTWM SOFFIT STAPLE
OPEN RAFTER OLD
3/4- X 1/4•
DIAMOND PATTERN
I ! 1 D ETAI L
3/ri
CROW STAPLES IlUSINGADIAMOND --.7 s its
ERN PATTFACIA BOARD FASCIA
CAP 16F-
5 3/
4' X 1/4' CROWN FACIA BOARD 8'
1-3/4' TRIM NAIL STAPLE
ON CENTER 1-
3/4' TRIM NAlL PAINTED S.S. F'
CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLEDWITHTHEO.C. NAILING
FLANGE UP OR 3/4' X 1/4' CROWN
STAPLE SOFFIT-
max. 16-inch span WOOD
SOFFIT SUBSTRATE
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 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
No. I Installation Detail
RAFTER
1' x VS C Irer
7DF'LE YSTDLLED
16F-2 & DAITECUIl olDuo4D
16F-7
ALUMINUM COILS, INC
soffits
Appendix B
AIL W01H3xO ORDID TRW11 /1 /—FASCIA BOARD NA4Lti9iH3/16'HEAD OID FASCIA
CAP, REFER TO
SOFFIT 3 FASCIA At
F'
CMAN4E1 SOFfIT;
MAX IA- SPAH
SUBSTRAIt
FASCIA
CAP 1'
X I/_ CAMW STAPLE coo
SOFFIT &
FASCIA DETAIL
m
11J'
A I' staples Diamon0'
Paden ALC15001.
4 FL12194-R7 Page 10 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, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No. I Installation Detail
16J-1
3/4- X 1/4- CROWN STAPLE '24'
ON CENTER USING A DIAMOND PATTERN
WOOD OR BLOCK
SUBSTRATE
OPEN RAFTER
iOIST FACIA BOARD
FASCIA CAP
1-3/4' TRIM NAIL)
PAINTED S.S. 48'
O.C.
SOFFIT —max. 16-inch span
3/4' X 1/4- CROWN
STAPLE '8' ON CENTER
ALUMINUM COILS, INC
Soffits
Appendix B
3/4- X 1/4' CROWN STAPLE
SOFFIT STAPLE
DIAMOND PATTERN
DETAIL
1-3/4- TRIM NAIL I FACIA BOARD
PAINTED S.S. AIr
FASCIA CAP
3/4- X 1/4-
CROWN STAPLE
SOFFIT
SOFFIT & FASCIA
DETAIL
ALC15001.4 FL12194-R7 Page 11 of 19
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shag 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
System No. I Installation Detail
A
189a., 114' x V
staples 12' o.c. max
16JJ-1 \ 189a.,114- x 1'
staples 24' o.c. max
Diamond Patten
Detad S
1
ALUMINUM COILS, INC
Soffits
Appendix B
189a., Vex 1`
staples 24- O.C. Max
Diamond Patten
annal
18ga..114• x V
staples 6' o.c, max
Diamond Patten
Z--/ 1
Channel
Detai A
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
TECHNICAL SERVICES, LLC
System No. J Installation Detail
122.5JJ-1
OPEN RAFTER
18 ga , 114' x 1' staples
16' o c, max and 1 3,14"
Long x .072' Dia. Trim
Nails with 311V Head 4' 318-
D.c. max
Diamond' Patten
I Sga.,114' x 1'
staples 17* D.C. max
ALUMINUM COILS, INC
Soffits
Appendix B
18ga., 1/4'x 1'
staples 24' D.C. max
Diamond' Patten
annal
Dead 8
18ga., t!d' x 1'
1 figa.,114' x 1'
staples
staples 24- D.C. Max r- '
Diamondd" Patmax
all
ox.
en
r
f \
189a., 114' x 1' staples
12' o.c. max J-
Channel DEt09
A ALC15001A
FL12194-R7 Page 13 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
TECHNICAL SERVICES. LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
P
IiRW NAR FASCIA BOARD AD1TfD
S.S. I
1-.
1' CROWN FASCIA CAP STAPLES
SOFFIT USING
A DIAMOND PATTERN,
REFER TO 1".!' CROWN STAPLE SOFFIT
STAPLE DIAMOND
PATTERN DETAIL
I
TRIM NAIL FASCIA BOARD PAINTED
S.S. SOFFIT
8 FASCIA DETAIL
24F-
1 & 24F.-
4 1'.;- CROWN STAPLE FASCIA
CAP; REFER TO
SOFFIT A FASCIA DETAIL
Nominal
1'.2" SYP I'
d Batten
An[Aored to SOFFIT; MAX. 24' 1 F-(NAtINEI Ratters vile an I'd Ring
Shank Nail at / every
Railer / MOOD
SUBSTRATE-\ / SOFFIT
STAPLE 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
attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
I t' TRW MAIL FASCIA BOARD
PANTED S.S.
1-4' SM00710 SHANK FASCIA CAP
ROOF MAILS SOfFIi
1'4- CROWM STAPLE
I
I t' TRIM IIAR FASCIA BOARD
PANTED S.S.
SOFFIT 9 FASCIA
24F-2 & DETAIL
24F-5
1'4' CROWN STAPLE
FASCIA fA; REFER
TO SOFFIT 1 FASCIA
DETAk
Moeonal r12- SYP
Balten Antho: ed to SOFFIT; MAX. 24-
F•CHAMNEL Ratters with one TO
Ring Shan% Mail at
every Rafter
WOOD SUBSTRATE
ALC15001.4 FL12194-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, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
1 t TRin NAIL FASCIA BOARD
PAWTED S.S.
t
tsGA l' 1•NABS i FASCIA CAP
SOFFn
1'st' CROWN STAPLE
1 l' TRIM NAIL FASCIA BOARD
PAVITEO S.S.
SOFFIT 8 FASCIA
DETAIL
24F-3 &
24F-6 I
1'a!- CROWN STAPLE
FASCIA UP; REFER
10 SOFFIT i FASCIA
DETAIL
rat' SYP
Batten Antherea to SOFFIT; MAX. A*
F-CHANNEL Ratters -ith one td
Ring Shank tw at
every Rafter
MASONRY
ALC15001.4 FL12194-R7 Page 16 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, or other
product attributes that are not specifically addressed herein.
CR E E K ALUMINUM COILS, INC
I Soffits
TECHNICAL SERVICES, LLC
Appendix B
System No. Installation Detail
1I. TRIM NAIL FASCIA BOARD
PAINTED S.S.---\
1'.4- CROWH
STAPLES FASCIA CAP
USING A CIAMON, SOFFIT
PATICRN; REFER TO ' CROWN STAPLE
SOFFIT STAPLE [ANTILEVERED t'
DIAMOND PATTERN
RAFTER
IVAN
FASCIA BOARD
1 iRIM NAIL
SOFFIT 8 FASCIA
PAW1E0 ss. DETAIL
24J.1 rsi- CROWN STAPLE
24J-2 — FASCIA CAP, REFER •—
TO SOFrn S FASCIA
OfTAtt / \
tlotreut 1' r SVP Detlenf 8•
sceheeo ith a
n 1)?d and SOFFIT: MAX 24•
1-(MANNEL Aan "s
om(t17arinp Isham, nau shmgM•naueO
Inroupn Uta or (2to Inc rnO
WOOD SUBSTRATE of the canon a t;. (j) de
Ling slWnk naus toe•naseO on \
that side OI Ine oattem t1 Vto
Wttentrttter uhetsawn /
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 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
ALUMINUM COILS, INC
soffits
Appendix B
System No. Installation Detail
1893 , 114" x I'
staples 24- o C. Max
0PEN PAPMR Diamona" Patten
18ga.. 114" x 1'
o,sy staples 12- o.c. max
B A
13 ga., 114" x V staples
16" o.c, max and 1 Y4
Long x .072" Dla. Tnn1 J-Channel
Npds with 3116" Head 4" 318'
o.e max
DetOd e
24JJ-1 I8ga..114' x I"
staples 24' o c. max I Sga.,114' x t'
staples 8' o.c. max
Diamond Patten
J•Channel
DOW A
ALC15001.4 FL12194-R7 Page 18 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
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
18ga.,114' x 1'
staples 24' o.t max
OPEN RnfTER Diamond' Patten
18ga..1/4' x 1'
oiST staples I o.c. max
B i A
V
a J
18 aa, 1/4' x 1 staples
16" a.c. max and 1 314*
Long x .072" Dia. Trim J-Channel
Nad, Willi 3/16" Heatl 4" ar
o.c. max
oetaa a
24JJ-2
1 Bga., 1!4" X 1' 18ga., 110' x 1'
31r staples 24' D.C. Max staples I r D.C. max
1 Diamond' Patten
Diamond' Patten
18 ga., 114' x 1'
staples In horzontal
leg offemale lap
J-Channel
Detail A
ALC15001.4 FL12194-R7 Page 19 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, or other
product attributes that are not specifically addressed herein
CREEK
ALUMINUM COILS, INC
Soffits0TECHNICALSERVICES. LLC Appendix C
DESIGN WIND LOADS
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 I, II, III, 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 walls/soffits with a mean roof height less than or equal to 60-ft.
4. All calculations are based on an effective wind area of 10-ftz or less.
5. Topographic factors such as escarpments or hills have been excluded from the analysis.
6. Wind directionality factor, Kd = 0.85
7. Vul, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC.
B. 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 Height), whichever is
smaller, but not less than either 4% of the least horizontal dimension or 3-ft.
ALC15001.4 FL12194-R7 Page 1 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.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
soffits
Appendix C
Design Wind Pressures for Soffits in Exposure B
Building
Type
Zone
Mean
Height
eRoofftpr6.
Basic Wind Speed m h
130 140 150 160 170 180 190 200
Enclosed
4
20 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
25 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
40 18.3 21.5 24.9 28.6 32.5 36.7 1 -41.2 45.9 50.8
50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1
60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8
Negative
Loads)
5
20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57 8
25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8
30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8
40 22.6 26.5 30.7 35.3 401 45.3 50.8 56.6 62.7
50 24.1 28.2 32.8 37.6 42.8 48.3 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
Enclosed
4
20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5
50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7
60 13.1 15.4 17.8 1 20.5 23.3 1 26.3 29.5 32.9 36.4
Positive
Loads)
5
20 10.8 12.7 14.7 1 16.9 19.2 21.7 24.3 27.1 30.0
25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
30 10.8 12.7 147 16.9 19.2 21.7 24.3 27.1 30.0
40 11.7 13.8 16.0 183 20.8 23.5 26.4 29.4 32.5
50 12.5 1 14.7 1 17.0 19.5 1 22.2 25.1 28.1 1 31.3 1 34.7
60 13.1 1 15.4 1 17.8 20.5 1 23.3 26.3 29.5 1 32.9 1 36.4
ALC15001.4 FL12194-R7 Page 2 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 specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix C
Design Wind Pressures for Soffits in Exposure C
Building
Type
Zone
Mean
Roof
Height ft
Basic Wind Speed m h
120 130 140 150 160 170 180 190 200
Enclosed
4
20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2
25 22.6 26.6 30.8 35.4 40.2 45.4 50 9 56.7 62.8
30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5
40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5
50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9
60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5
Negative
Loads)
5
20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3
25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6
30 29.1 1 -34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9
40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8
50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9
60 33.6 39.4 45.7 52.5 59.7 67 4 75.5 84.2 93.2
Enclosed
4
20 13.9 16.3 189 21.7 24.7 27.9 31.2 34.8 38.5
25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3
30 15.1 1 17.7 20.6 23.6 26.9 30.3 1 34.0 37.9 42.0
40 16.0 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 42.1 46.7
60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4
Positive
Loads)
5
20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5
25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3
30 15.1 17.7 20.6 23.6 26.9 30.3 1 34.0 37.9 42.0
40 16.0 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 42.1 46.7
60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4
ALC15001.4 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, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, 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 m h
120 130 140 150 160 170 180 190 200
Enclosed
4
20 26.0 30.5 35.4 A0.6 A6.2 52.2 58.5 65.2 72.2
25 27.0 31.6 36.7 42.1 47 9 54.1 60.6 67.6 74.9
30 27 9 32.8 38.0 A3.6 A9.6 56.0 62.8 70.0 77.5
40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6
50 30.6 35.9 A 1.6 47.8 54.3 61.3 68.8 76.6 84.9
60 315 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6
Negative
Loads)
5
20 32.1 37.7 43.7 50.1 57.0 1 -64.4 72.2 80.4 89.1
25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4
30 34.5 1 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7
40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7
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 78.1 87.6 97.6 108.1
Enclosed
4
20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3
25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0
30 17.9 1 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7
40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2
50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4
60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1
Positive
Loads)
5
20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3
25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0
30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7
40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2
50 19.6 23.0 1 26.7 1 30.6 34.8 1 39.3 1 44.1 49.1 1 54.4
60 20.2 23.7 1 27.5 1 31.6 35.9 1 40.5 1 45.4 50.6 1 56.1
ALC15001.4 FL12194-R7 Page 4 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.
CREEK
TECHNICAL SERVICES, LLC
3/8" F-Channel
3/8" J-Channel
1
3/8"
3/4"
1/8" HEM
T 7
3/4"
1
3/B'
ISOMETRIC VIEW
3/E' PROFILE
ISOMETRIC VIEW
3/2- PROFLE
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001.4 FL12194-R7 Page 1 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.
a.
Fascia
CREEK
TECHNICAL SERVICES, LLC
3/4"
7/8"
1/8" HEM
1
1/4"
6"FASCIA
7" BLANK
ISOMETRIC VIEW
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001.4 FL12194-R7 Page 2 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 specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
16" 04 Soffit
18' BLANK
3 / 8 PRonLE
us -ace
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001.4 FL12194-R7 Page 3 of 4
This evaluabon 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
12" T4 Soft
31/8" 7/8" 31/8" 7/8" 31/8"
5/16"
1/2" 1/1" 1/1" 112"
3!/r
13.75" BLANK
3/8" PROFILE
2jW .rd
C 2 'Y1 I(
Q f2f'ir I
D D D D D
DDDD
DDDDD
D D D D
DDDDD
D D D D
ALUMINUM COILS, INC
Soffits
Appendix D
END OF REPORT
ALC15001.4 FL12194-R7 Page 4 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.
Florida Building Code Online https://www.Floridabuildiilg.org/pr/pr app_dtl.aspx?paranl=wGEVX...,
1
ProfessionalBusiness & Regulation
G=1
SCIS home I tog In I User Reglstmllon 1 Hot Top16 ! Submit Surcharge I Stats 6 facts Publ[auons P8C Staff SCIS See Map ; Links I Search
F lida
11 Product Approval
USER: Pubik User
L 'Y""rr 1. to
P10cNa-6gomval Menu > PI[IdrSt or Aooaca.LRO_StdrSJ! > 600YAt.I.ttA > AppQ=Uon OetaB
FL # FL7006-R10
Application Type Revision
Code version 2017
Application Status Approved
Approved by DBPR. Approvals by D8PR 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/Emall
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 31-14
708)496-2800 Ext200
rmetz0010tampabay. rrcom
Robert Metz
rmetzOO1@tampabay.rr.com
Bob Metz
REMCO of Pinellas
456 Avila Circle NE
Saint Petersburg, FL 33703
727)776-5261
rmetzOO1@tampabay.rr.com
Don Shaw
IKO Industries LTD
120 Hay Rd.
Wilmington, DE 19808
717)579-6706
don.shaw@Iko.com
Roofing
Asphalt Shingles
Certification Mark or Listing
FM Approvals - CER
Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Standard
ASTM D3161 modified to 110 mph
ASTM D3462
ASTM D7158 Class H
ASTM E108
Year
2016
2010
2011
2011
I of3 4/13/2018, 7:41 AM
Florida Building Code Online 1lttps://www. Fl oridabu i Id ing.org/pr/pr_app_dtl.aspx?paranl=wG E VX...
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option A
10/08/2017
10/30/2017
11/01/2017
Summary of Products
FL At
A
Model, Number or Name Description -
7006.1 - - Cambridge, Cambridge HO, - Laminated architectural fiberglass asphalt shingle
Blltmore and Blltmore HO i manufactured at IKO's Kankakee IL; Hawkesbury Ont -
Limits of Use ----.-.. •-----------__,
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
1 ---
7006.2 Hip and Ridge 12 Cap
I
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants
Certification Agency Certificate
v
EL7 OQ6R10CSACLMr - TM D-3 4 le er -
936-2017)_frQm FM.pdf
fl7006 R10 C CAC Letter_ASTM D3462lettgr_
2-26-2A].Z).pdf
FL7lJQ6 R10 C CAC Letter -ASTM ELQB letter -
9 26_2017J.Qdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 RIO II iKQ-07-02-01 Letter - Installation i
Instructions for FBC FL7006.pjf
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
ThIs Is a 12" x 12" fiberglass asphalt shingle used to cover
i the hip and/or ndge of an asphalt shingle roof system
manufactured at IKO's Kankakee, IL, Toronto, Ont. and
Brampton, Ontario plants.
Certification Agency Certificate
ft7Q06 RIO C CAC ASTM D 3A62 - Shingle le r
Surv_gU! nce Audit_LQ-tLio-n=(6-28-2017),pQf
f 7006 R30 C CAC Letter A$7M_D]61 letter -
23Sz=24J,Z) figm FM,QQf
FL700¢ R10 C CAC Letter -ASTM D346 letter -
f9-26__ 0 7 .pX
FL7006 RIO C CA —letter - ASTM E108 letter-:
9:26-2017),0.d1
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 RIO If Hip and Ridge a hingle Installation
jPstrVgt9n£pd.f
FL7006 R10 II IKO-187-02 O3 Leiter - lnstalla(jon
In$trv.ctions for FBC Ft,A006_2df
Verified By: Ouc T Nguyen PE 65034
Created by Independent Third Party: No
l 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 FL70Q6 R 9 C CAC Letter - ASTM D3161 letter -
Approved for use outside HVHZ: Yes (9_26-2017 from EM PAf
Impact Resistant: N/A FL7006 R10 C SAC Letter - AST M D3462 letter -
Design Pressure: N/A (9-26-2017),pdf
2 of 3 4/13/2018, 7:41 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX....
I Other: FL7006 R10 C_GgC Letter - ASTM _Q1Q9-letter -
9-26-2017).Ddf
Quality Assurance Contract Expiration Date
1 12/31/2020
i 1 Installation Instructions
FL7006 R10 It IKO- 87-02-01 Letter - Instailel on
InsVuctlonr FBC FL7006.odf EL7006
Rb0 11 Roofino- Products- Leading_Ed a-Plus- Applicatlon_
EIV(j)_p01f I
Verified By: Duc T Nguyen PE 65034 Created
by Independent Third Party: No I
Evaluation Reports I
Created by Independent Third Party: 7006.
4 1 Marathon Plus AR, Superglass Plus 13 tab fiberglass asphalt shingle manufactured at IKO's AR
IBrampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga,
AL and Kanakakee, IL plants Limits
of Use Approved
for use in HVHZ: Yes Approved
for use outside HVHZ: Yes Impact
Resistant: N/A Design
Pressure: N/A Other:
Certification
Agency Certificate fL7
6 R10 C CAC Letter -A5EM D3161jetter- i9_
2S#_2Qu)-from FM.pdff FL7046
R10 C CAC er - ASTM D3462 letter - 9_
26-2017).pdf FL7006
R30 C CAI;Lgtter - ASTM E108 letter 9=
26= 2017 ),pdf Quality
Assurance Contract Expiration Date 12/
20/2020 Installation
Instructions fb7SiQfLR10
lI IKO-187-02 O3 lgtt0r_tnstIllation Instructions
fgr FBC FL7006.odf Verified
By: Duc T Nguyen 65034 Created
by Independent Third Party: No j
Evaluation Reports Created
by Independent Third Party: Badr
Nerct C,
ontect Ug :: 2601 Slaw Slone Road. TakhaspqS FJ_W22 Phone. SSO-487-1824 The
Slate of Florida IS an AA/EEO employer. SQMyMht 2007-2013 State of Florida .: • EWM Statemem :: Atcesslblky Statement:: gq tlmGsn Under
Florida law, email addresses am public records. If you do not want your a -mar address released In response to a publik-records request, do not send electronic mad
to this entity. Instead, contact the oflke by phone or by tred[lonal mad If you have any questions, please contact 850 487.1395. 'Pursuant to Section 4SS.
275(1), Florida Statutes, effechve October 1, 2012, licensees licensed under Chapter 455, F.S. must pmvde the Department with an email address f they have one.
The emalt9 provided may be used for oBkYl communication with the licensee. However email addresses are public record. it you do not wish to supply a personal
address, please provide the Department with an email address whch can be made available to the public. To determine of you are a licensee under Chapter 455,
F.S., please click homer . Product
Approval Accepts: Credit
Card Safe
3
of 4/13/2018, 7:41 AM
CONSTRUCTION MATERIALS
T E C H N 0 L 0 G I E S
October 27, 2017
IKO Industries, Ltd
120 Hay Rd.
Wilmington, DE 19809
Re: FBC FL7006
Sir(s),
PRI Construction Materials Technologies has completed a technical review and attached sealed shingle
instructions in compliance the 2017 Florida Building Code.
This review was completed based on the receipt of following evidence from IKO Industries, Ltd:
1) IKO Shingle Application Instructions — 3-Tab Shingles
EN-3Tab Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida)
2) IKO Laminated Shingles Application Instructions
EN -Laminated Appins_8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida)
3) IKO Hip and Ridge 12 Application Instructions
EN-HipandRidgel2-3HRTri-2013-08_reformatted 2013-08)
4) IKO Leading Edge Plus Shingle Application Instructions
EN-3LEP-Tri-2012-06—reformatted 2013-03)
5) ASTM D3161 Test Report (FM Approvals Project No. 3040947)
The attached instructions should be used in conjunction with the published manu(acturer's application
instructions and applicable code. In the event the instructions conflict, these instructions shall govern.
Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not
have nor plan to acquire a financial interest in any company manufacturing or distributing products for which
the test reports are issued.
Signed: +, i• , j t Signed
Brad Grzybo ski
Managing D rector
Date: October 27, 2017 Date:
Attachments: A) IKO Shingle Application Instructions - 3-Tab
B) IKO Laminated Shingles Application Instructions
C) IKO Hip and Ridge 12 Application Instructions
D) IKO Leading Edge Plus Application Instructions
IKO-187-02-01
Mk-c/-, u - - t - A - , -'L
Duc T. ueA
Florida Rilglgtere Professional Engineer
P.E. Number: 66034
October 27. 2017
PRI Coronicdon Materials Technologies, LLC. 6412 Badger Ddw Tampa, FL 33610 Tet 813.621.5777 Fax: 813-621-5840 e-mail: maleriatslas6ngt6p6cmLoom WebSite: httpJMm.pdcmt.00m
IKO
Installation Instructions for
Asphalt Shingles
Page 2 of 5
IKO Shingle Application Instructions — 3-Tab Shingles
ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT, THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC.
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 is 4" 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 on top
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, 11 or 12 gauge, with at least 3/8" diameter heads, long
enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt
edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is
flush with, but not cutting into shingle surface.
NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2" of a joint/cutout of 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 a maximum average exposure of 5-5/8".
STEEP SLOPES
SEALING STRIP
12 I I 611a"
NAILS NAILS
DO NOT NAIL INTO OR ABOVE THE SEALING STRIP
PRI Collsbuc0on Matelots Techrlobgles, I.I.C. 6412 Badger Drive Temp& FL 33610 Td: 813-621.5777 Fax: 813-621.5840 email: materialstesgrig&ricmtcom WebSlte: htlpJAwrvepdcmLeom
IKO
Installation Instructions for
Asphalt Shingles
Page 3 of 5
IKO Laminated Shingles Application Instructions
ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT, THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC.
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 is 4" 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 on top
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, 11 or 12 gauge, with at least 3/8" diameter heads, long
enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-318"
below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is 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
as shown below. Ensure that no nail is within 2" of a joint/cutout of 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 a maximum average exposure of 5-7/8".
f
1 318'
NAIL LINE
63rat
j
NAILS
NAILING -STEEP SLOPES APPLICATION
Use six nails as shotiwi.
F_ F1CEMENT
PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE
PRI Construe0on Matedals Techrdogles. U.C. 6412 Badger Drive Tampa. FL 33610 T& 813.621,TM Fax: 813.621.5840 e-mail: materialstesling&ftmi com WebSlte• ht4r.J w jw.pdcm1.cem
IKO
Installation Instructions for
Asphalt Shingles
Page 4 of 5
IKO Hip and Ridge 12 Application Instructions
ASTM D3161, Class F — IKO Hip and Ridge 12)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT, THESE INSTRUCTIONS WILL GOVERN.
Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are
designed for a 51/8" (130 mm) exposure. (For a neater appearance, the top of each side of each 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 each edge, exposing each 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 end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end
opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-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
TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS.
mn
UPER COI
PRI CW&Wceon MaterIals Technologies, U.C. 6412 Badger Me Tampa, FL 3300 Tel: 813-621.5777 Fax: 813-621-5840 e-mall: matedalstesdng@prkmt.com WebSite: hit; Jfwww.pdcmLcom
IKO
Installation Instructions for
Asphalt Shingles
Page 5 of 5
IKO Leading Edge Plus Application Instructions
ASTM D3161, Class F — IKO Leading Edge Plus)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT, THESE INSTRUCTIONS WILL GOVERN.
1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required
2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for
separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to
separate.
3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) 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
by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75
mrn to 100 mm) from the eave edge and 1" (25 mm) in from 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" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from 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 gauge, with at least
3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20
mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from
the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end.
6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install
the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles
should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to
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 lies 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, tiC. 6412 Radger Odve Tampa. FL 33610 Tel: 813-621.SM Fax: 813-621-5840 0-mall: matedalstesbng@pricmLeom WebSite: http•Jhv w pricmlcorn
Florida Building Code Online
i.
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX:... ,
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ProfessionalBusiness & • a
fla as
aCLS Home I lug In I User Regstratbn Hot Topics submt Surcharge I stets a Pacts I Puohcalbns I FaC Stag aCis site Map Lnks I search
FI rida
Product Approval '
USER: Pub8c User
µo.
QoduR_ftVmvaLMMu > RMOo Kt or App1,4t kaJi=Wj > ApakauDnj st > Application Detail
FL # FL2346-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archlved
Product Manufacturer Warrior Roofing Manufacturing
Address/Phone/Emal 3050 Warrior Road
Tuscaloosa, AL 35404
205) 553-1734 Ext 115
Steven@WarrIarRoofing.net
Authorized Signature Steven Crew
Steven@Warriorftoonng.net
Technical Representative Steven Crew
Address/Phone/Email 3050 Warrior Road
Tuscaloosa, AL 35404
205) 553-1734 Ext 1024
Steven@WarrlorRoofing.net
Quality Assurance Representative Steven Crew
Address/Phone/Email 3050 Warrior Road
Tuscaloosa, AL 35404
205)SS3-1734 Ext1024
Steven@WarriorRooflng.net
Category Roofing
Subcategory Underlayments
Compliance Method Test Report
Testing Lab PRt Construction Materials Technologies, LLC
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 10/OS/2021
Validated By Jesus Gonzalez, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence F 66 7C91 fl1_CMLCe!t of_I_ldepe2 enceAO01
Referenced Standard and Year (of Standard) Standard Year
ASTM D226 2009
ASTM D4869 2016
Equivalence of Product Standards
Certified By Approved Testing Lab
FL2346 R7 Fouiv FBC 2017 Stanoards Eq.uj_vp_[gM_.pA-f
I of 2 4/13/2018, 7:44 AM
Florida Building Code Online littps://www.floridabui ld ing.org/pr/pr_app_dtl.aspx?parain=wG CVX...
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL # — Model, Number or Name
2346.1- — —#1S and #30 roofing feltI9
Method 1 Option B
01/17/2018
01/17/2018
01/17/2018
04/10/2018
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
1 Other: Primary roof covering should be Installed
Immediately after felt. Roofing felt is not intended to be an
unprotected weathering surface.
12346.2 115w 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.
Description
ASTM D 226 Tested _
Installation Instructions
FL2346 R7 II Installation lnsl;pgion$.pdf
Verified By: PRI Construction Materials Technologies, LLC
Test Reports
FL246_R7_TR 15A Test Reoort.gdf FL2346
R7 TR 30A Test Reoort.gdf ASTM
D 4869 Tested— Installation
Instructions F(
2346 R7 If Installation Instructions. Verified
By: PRI Construction Materials Technologies, LLC Test
Reports FL2346
R7 TR 1Sw Test Report.edf FL2346
R7 TR 30w Test o_Rgrt,pdf rack
Nest contact -
us : 2601.alalr 5toneFe211onaLQ1Q.:6A7t fl2.4 The State
of Fiorlda is an Aq/EEO employer. S.00yright 2007.2013 raft pfY nda, :: Pnvacv Statement ;; ACr@,55 try-SCatenlCOL •: 8e1U^-d ct•te....nr Under Florida
law, emal addresses are public records. If you do not want your a -mall address released In response to a publk-records request, do not send electronic mall to
this entity. instead, contact the ofike by phone or by traditional mall. U you have any questions, please contact 850.487.1395. 'Pursuant to Section 45S.275(
1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F S must provide the Department with an emal address If they have one. The
emalls provided may be used for offkml communication with the licensee r4wever emal addresses are pubic record. If you do not wish to supply a personal address,
please provide tha Department with an email address which can be made available to the pubic. To determine Ifyou are a licensee under Chapter 455, F.
S., please ckk bM. Product Approval
Accepts: 0 if:
yct Credit Card
Safe 2
of
4/13/2018, 7:44 AM
WARRIOR® ROOFING MANUFACTURING
P.O. BOX 40165 • TUSCALOOSA, AL 35404 • PHONE (205) 5W4734 • FAX (205) 5634755
i
193 LEROY ANDERSON ROAD • MONROE. GA 30655 • PHONE (T70) 207.0693 • FAX (TIO) 207-0775
323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (717) 709-0027
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 layer 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 properly 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 valleyt.ec{water
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 SANFORD
BUILDING & FIRE PREVENTION
D PERMIT APPLICATION
Application No: 1 , / % / 9
Documented Construction Value: S
Job Address: 3 7 i S IJ 4-(t •
Historic District: Yes No
Parcel ID:
Residential W' Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use El Move
Description of Work: P6yl i i iuty f 0 •f h LIJ14 5 C
J
Plan Review Contact Person: Title:
Phone: Fax: Email:
Property Owner Information
Name
Phone:
Street:
Resident of property? :
City, State Zip:
Contractor Information
I Name it Ct1't l t t t Cvt 1 Phone:
Street:
Fax: `l 0 7 - l _ 90? •S(c
City, State Zip: S i U otry; , F L 3 `(1 % I State License No.: C.
Architect/Engineer Information
Name:
Phone:
Street:
Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OQTA
COMMENCEMENT.
INFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY 'BEFORE RECORDING YOUR NOTICE OF
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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: 51" Edition (2014) Florida Building Code
Revised: June 30, 2015
Permit Application 60
1 q )
MO 10E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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, inaccordancewithlocalordinance. 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning.
Signature of Owner/Agent pate
Print owner/Agent's Name
Signature of Notary.State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Sigxpatureot./
ai for/Agcnt pate
V11L1- LI l)C<T
Print Contractor/Agent's Name
7 lhfltR%/>i
i,
of Rjorida f i
1
Daf, ,la1SSlp; • c'
O aY 7. 2,,, rp
M S 9FF 12M5
i'i'•' a 7d%:
Contractor/Agent is Personally Kno'jj°'tgy br
Produced ID Type of ID ''l/;!i,;
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building[]
Construction Type:
Electrical Mechanical Plumbing Gas[] Roof
Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Revised: June 30, 2015
Permit Application
UNIVERSAL W ik Pro
r No:
lkilo: 0110.1
6
0817.0000
ENGINEERING SCIENCES Report Date: 8/21/2018
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
Building Inspection • Plan Review - Building Code Administration /
I3532MaggieBlvd, Orlando, 32811 - P: 407.4210504 • F: 407.423.3106 l g lJl(
In -Place Density Test Report
Client: Park Square Homes
UES Technician: Sammie Edwards
5200 Vineland Road, Suite 200
Orlando, FL 32811 Date Tested: 08/21/2018
Project: Wyndham Preserve, House Lot Testing
East Lake Mary Boulevard 8 Brisson Avenue South, Sanford, Seminole County, FL 32773
Area Tested: 3972 Night Herron (Lot # 68)
Material: Native
Reference Datum: 0 = Bottom of Footing
Tvt)e of Test:
Field: ASTM D-2937 Drive Cylinder Method
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
aximum
DensityDensity
pcf)
ptimum
Moisture
del
Field Dry
i
pc f)
Field
Moisture
m
Soil
Compaction
I
Native
Depth
inch)
Pass
or Fail
1 • North Footing 0-1 ft 106.8 10.6 107.3 5.9 100 N/A Pas:
2 South Footing 1-2 ft 106.8 10.6 107.1 5.6 100 N/A Pas:
3 East Footing 1-2 ft 106.8 10.6 109.1 4.5 102 N/A Pas:
4 North East Comer of Pad (TOF) 1 _2 ft 106.8 10.6 108.2 4.8 101 N/A Pas:
5 Center of Pad (TOF) 2-3 ft 106.8 10.6 1 109.5 1 4.1 1 103 1 N/A I Pas:
Remarks: TOF= Top Of Fill
4
Tn nwlnAli..A n .....l..nl n.n#-4— /n 1 /n:..n...nl'n nl:nn/n {Ihn D.•A/:n evil n•.i..nh— nll --,#.. — n..An.:1ie•.l n.. nnnF.lnn/:el nnwnn.A. ni n•....l:nn/.. —1 n../Anri.nl:nn
DESCRIPTION AS FURNISHED. Lot 68 , WYNDHAM PRESERVE, as recorded in Plot Book 81. PoyeS 9.5
I!t: n11g11 102 of the Public Records of Seminole County, Florida.
HOUNDARY FOR/CERTIFIED TO: Park Square Enterprisks, LLC (a Delaware Corporation);
Wlnderweedle, Haines, Ward & Woodman, PA, Attorneys' Title
Insurance Fund; Bank of America 9
REMAINDER OF LOT 8 IPALMER'S SUBOMSION
PLAT 800K 2, PACE 41 S 00e 18' 02" E
60.00'_
10' FENCE ESMT.
J9. IS' J9. 16'
9
LOT 68
2.7.7
y
10.00'
10.00'
p;2.J
Q`? ,>
JCID
a] v CIDe
FORM80ARD FOUNDATION g
v C4
W
LOT 69 W
TOF- TOP OF FORM
FORM AVERAGE- 24.7J' W (ZI LOT 67
wO
4
6.
13 J
10.00'
ej
10 00'
J9.87'
j1 25.20' 25.20'
10 U71L ESMT
P.0 375 87'
r------
S 00e 16' 57" Ems.)
60. 00,
17161 ,cS AS FURNISHED
r.•;•.:R '
7.`•' (•e0' LOr) CF
10' +75' I.rp
IL° $oETRT - (60' k) LOT) NIGHT HERON DRI11IS' (40' LOT) 15
23' FRONI SETPACK CAN BE REDUCED 30' PRIVATE R/W)
70' ON CERTAIN LOTS. NO MORE 174AN PLOT PLAN AREA CALCULATIONS
N SCrESSIO µD A MINIMUM
or
2)(
N SIGN AT 2 TOTAL LOT AREA 7,141 t SQUARE FEET
PNOPOSEO - FINSHED SPOT CRADE ELEVATIONS FUTWORK ON/OFF LOT - TOTAL * SQUARE FEET FLITWORK
P• Q ORAIN,V:£ PLANS ORNf 40J/ 110- 513 t SQUARE FEET FOUNOARON/PA° 1.752 .L SQUARE FEEL
v`•- - PROPOSF0 ORAINACE FLOW /Q WALKS /9/ JOO- 349 t SQUARE FEET REAR PATIO 119 2 SQUARE FEET
FRONT PORCH DECK 99 t SQUARE FEET
LILT GRAOINC IYPC A MOD ® S00 4.709/ 230 - 4.959 1 SQUARE FEET POOL DECK N/A t SOUWE FEET
PC( HIp5E0 rF. PER PUNS - 24 7' ND7C: rAOHt SIOEMNX AND 57RLlE LOGRON TAKEN IROM PLANS PROMOED Cr CALM Nor r1E1D KRrtIEO
CRUSIFAWEYE'R—SCOTT ASSOC., INC. — LAND SURVE)"01i"s'
crLN4 • St/AN4 -
5400 E. COLONW. OR. ORUNDO, FL. 32807 (407)-277-3232 fAK (407)-658-14J6
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LTIMILGIIELI 100 WAR rL000 PLANE AS NER W SCOR R.LS / 4Q01 sorr. 7.
Jf • WP / 1211700090 F (09-2e-07)
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 5558.00
Job Address: 3972 MIN Heron Dr WYNDHAM PRESERVE PB 81 PGS 93-102 Historic District: Yes No
Parcel ID: 17-20-31-502-0000-0680 LOT 68 Residential ® Commercial
Type of Work: New ® Addition Alteration Repair Demo Change of Use Move
Description of Work: Install new 3.54on 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 Park Sntiara 1-InmPs Phone: 407-529-3000
Street: 5200 Vineland Rd #200 Resident of property? :
City, State Zip: Orlando FL 32811
Contractor Information
Name One Stop Cooling & Heating, LLC Phone: 407-975-2762
Street: 7225 Sandscove Court Fax: 407-629-9307
City, State Zip: inter Park. FL 32792 State License No.: CAC 032444
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING,YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit trust 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: 51° Edition (2014) Florida Building Code
Revised: June 30. 2015 Pemiit Application
t
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued,,
OWNER'S AFFIDAVIT: I certify that all of the fordoing information is accurate and that all work will
be done in compliance with all applicable laws regulatt g 96structipn and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Datc
Signature of Notary -State of Florida Date
i
Kevin Stine
Print Contractor/Agent's Name
Signature
Date
KELLY WEBSTER
Notary Public . State of Florida
Commission N FF 978034
My Comm. Expires Apr 4. 2020
Owner/Agent is Personally Known to Me or Contractor/A et t
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use: Flood Zone: _
Total Sq Ft of Bldg: Min. Occupancy Load: of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: FIRE:
COMMENTS:
Fire Alarm Permit: Yes No
WASTE WATER: i
BUILDING:
Revised: June 30. 2015 Pennit Application
15 lightyears, Inc 15
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
a- / ?/0/
lightyears
This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building
Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing.
The attached forms were provided by the Florida Building Commission as the accepted forms to be
submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical
Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through
R-80 (page numbers 159-161).
Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM
These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2,
Prescriptive, Performance, and Energy Rating Index (ERI) paths.
We are working with building departments across Florida to standardized the form submittal process and
would like your department to allow these forms to meet compliance. If there are any issues with
accepting these forms, please reach out to me directly and I will ensure that we submit any specific form
that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com
Respectfully,
Timothy mith
15 Lightyears, Chief Operations Officer
Energy Technical Advisor
RESNET Quality Assurance Designee
IECC Residential Energy Inspector/ Plans Examiner
Member, Building Officials Association of Florida Member and Code Development Committee
participating member. Also, representative to the Florida Building Commissions, Energy Technical
Advisory Committee for the BOAF- CDC
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: C" 6F 5A^IF6Q0 Permit* IT-Igll
Job Information
Builder: 0,44k SQUA40 Community: DidalaPqC-SG&UC Lot: 6$
Address:3Q,72 A)IC,07 j-V:R0n1 bA. Unit:
City: SA,4FoAb State: FL- Zip:3277,3
Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method
OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2.
PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50.
ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): =
108 X 60 T 21826 = y-7 Method for calculating building volume-
CFM(50) Building Volume ACH(50) O Retrieved from architectural plans
PASS (Mechanical Ventilation is not required) ® Code software calculated
PASS (with Mechanical Ventilation)
O Field measured and calculated
FAIL
R402.4.1.2 Testing. Testing shall be conducted in accordance with AN51/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals).
Testing shall be conducted by either Individuals as defined in Section S53.993(5) or (7), Florida Statues, or individuals licensed as set forth In Section
489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2.0ampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3.Interior doors, if installed at the time of the test, shall be open.
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
S.Heating and cooling systems, if installed at the time of the test, shall be turned off.
6.Supply and return registers, if installed at the time of the test, shall be fully open.
Testing Company
Company Name: 15 LightVears, Inc Phone: (855)438-1515
1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to the compliance method selected above.
Signature of Tester: f/1R Date of Test: 03A2/t9
Printed Name of Tester: Michael Estrera
License/Certification #: 51684V Issuing Authority: RESNET
Copy of License / Certificate of the tester must be attached)
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: CtTy Permit #: I g-1911
Job Information
Builder: PAQu SQ%.AQC P,,,&S Community: PACSC-Avc Lot: 63
Address: 3g72 4 60T 6acw 'bQ. Unit:
City: Sp,,,jFoQb State: FL ZiP:32-273
Duct Leakage Test Results
System 1
cfm25
System 2
cfm25
System 3 cfm25
Sum of any
additional systems Cfm25
Total of all
systems 31 cfm25
OPrescriptive Method cfm25 (Total)
To qualify as "substantially leak free" Qn Total must be less than or
equal to 0.04 if air handler unit is installed. If air handler unit is not
installed, Qn Total must be less than or equal to 0.03. This testing
method meets the requirements in accordance with Section R403.3.3.
Is the air handler unit installed during testing? YES (00.') E]NO?
9 ( ) Performance / ERI Method cfm25 (out or Total)
To qualify using this method, Qn must not be greater than the
238QS 1 Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017.
Total of all Total Conditioned
systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017
R405-2017 (Energy Colc) or R406-2017 (Energy Calc) or R406-2017
PASS P0:3e") QN. . 3
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section
553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes.
Testing Company
Company Name: 15 Lightyears, Inc Phone: 438-1515
I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to the compliance method selected above.
Signature of Tester: A. y/lA Date of Test: ma. /9
Printed Name of Tester: Michael Estrera
License/Certification #: 51684V Issuing Authority: RFgNFT
Copy of License / Certificate of the tester must be attached)
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Certificate of Achievement
THIS ACKNOWLEDGES THAT
Michael Estrera
HAS MET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED RATING FIELD INSPECTOR
R F I # 51684V
Certification Date: October 20, 2017
Certification Expires: October 20, 2020
2
Tim Smith,
RESNET Quality Assurance Designee
15 ears
RESNET QA Provider # (1998-199)