3908 Saltmarsh Lp- 18-1265; NEW SFHWP 3L
THIS INSTRUMENT PREPARED BY:
Name: Tania Pickering
Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811
NOTICEOF COMMENCEMENT
Permit Number: 18-1265
Parcel ID Number: 17-29-31-592-0000-40
The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
Lot 34 Wyndham Preserve Plat Book 81 / Pages 93-102 3908 Saltmarsh Loop, Sanford FL 32773
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of a new single family residence
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: Park Square Ente!prises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811
Interest in property: Fee Simple
Fee Simple Title Holder (if other than owner listed above) Name:
Address:
4. CONTRACTOR: Name: Park Square Homes Phone Number: 407-529-3000
Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811
5. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A
Address: N/A Amount of Bond: N/A
6. LENDER: Name: Fifth Third Bank Phone Number:
Address: 5050 Kingsley Dr. MD: 1 MOM Cincinnati, OH 45227
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Phone Number:
Address:
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1 Xb), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARMG TO QWb6M 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 INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Ahw Ajwq ffl,%
Signature of Owner or Lessee, or Own if Lefim's
Authorized Officer/Director/Partner7ger
Vishaal Gupta, Executive Vice President
Print Name and Provide Signatory's Tide/Office)
State of County of aNWz--
Q
The foregoing Instrument was acknowledged before me this day of
by Who Is personally known to meter -'0R
who has produced Identification 0 type of Identification produced:
EXPIRES: June 27,2019
Don* To ewildt Notary Serrites
Notary
v
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 4'_" /
Documented Construction Value:$ V068" 7_A4qZ(c,2.c`0
Job Address: 3908 Saltmarsh Loop, Sanford 32771 (Wyndham Preserve lot 34) Historic District: Yes [I No F-1
Parcel ID: 17-20-31-502-0000-0340 Residential RX Commercial 11
Type of Work: New Z AdditionEl AlterationEl RepairEl DemoE] Change of UseE] MoveEl Description of Work: Construction
of new single family residence Plan Review Contact Person:
Michelle Parkison Phone: 407-529-3135
Fax: I OT =11" Street:
City, State Zip:
Title:
Permitting Manager Email:
mparkisgnft—parksguarghomes.corn
Property Owner Information Phone:
Resident of property? :
No
Contractor Information Name Park
Square Homes/
Vishaal Gupta Street: 5200 Vineland Rd
Suite 200 City, State Zip: Orlando,
FL 32811 Phone: 407-529-3000
Fax: 407-529-3001
State License No.: CRC1330351
Arch. / MJS Home Designs
Arch itect/E ngi
neer Information Name: Eng. / Don Bolden
Eng. Phone: Arch./ 250 N. \Atymore
Rd. Suite B Winter Park FL 32789 Street: Encl./ PQ Box
530783, Debsity FL 32753 - Fax: City, St, Zip: Bonding
Company: Address: E-
mail: Arch.
407-
629-6711
Enq. 386-668-7606
Mortgage Lender: Address: WARNING
TO OWNER:
YOUR
FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby
made
to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I
understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks,
and air conditioners, etc. FBC 105.3 Shall
be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code Revised. June 30, 2015
Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued,
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Own 'gent Date
Vishaal Gupta
Print OwnerUN9"` - S Name
ig atu x of Notary -fate of Florida Date
MICHELLE PARKISON
Notary Public - State of Florida
Commission GG 157861
My CommExpires Nov 5, 2021lbomleoitIilionolNotaryOwner/
Agor Produced ID
Type of ID Signature itractor/
Agent Date Vishaal Gupta
Print Contractor/
Agent's Nanic 4 Xurof
Notary -
State of Florida— Date— f,%, MICHELLE P:
ARKDISON
Notary Public - State
of Florida Commission # GG 167861
My Comm FgPires
Nov 5, 2021 vrc borld"d
through Nottrusiti Notary Aititi al Notary Contractor/Agent Produced
ID Type
of ID BELOW IS FOR
OFFICE USE ONLY Permits Required: BuildingRr
Electrical[K Mechanicalr'_," Plumbing® Gas[] Roof I \I LiConstructionType: V (?> .
Occupancy Use: Flood Zone: Total Sq Ft
of Bldg: Z_Zl Min. Occupancy Load: Z- # of Stories:, Z New Construction: Electric - #
of Amps 7, LY0 Plumbing - # of Fixtures Fire Sprinkler Permit:
Yes F-1 No #of Heads I APPROVALS: ZONING:
i
j>j I Ili UTILITIES: ENGINEERING: A-VO'$
FIRE: COMMENTS: — Ok to
construct single family home with setbacks and
impervious area shown can plan.
1_7SO Sun8aLyice- -
A, 6rL- 9 krT-4c,
1^
30, Fire Alarm Permit:
Yes[] No WASTE WATER: BUILDING:
liF 5-(
1-% Revised .tune 30,
2015 Permit Application
CITY OF SANFORD
i tE i, BUILDING & FIRE PREVENTION
l « PERMIT APPLICATION
Application No:
Documented Construction Value: $ 150,537.00
Job Address: 3908 Saltmarsh Loop, Sanford 32771 (Wyndham Preserve lot 34) Historic District: Yes No
Parcel ID: 17-20-31-502-0000-0340 Residential® Commercial Q
Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move
Description of work: Construction of new single family residence
Plan Review Contact Person: Michelle Parkison Title: Permitting Manager
Phone:407-529-3135 Fax:
Name
Street:
City, State Zip:
Email: LnpariaonQparkaqugrehgmes.con1 Property
Owner Information Phone:
Resident
of property? : Contractor
Information Name
Park Square Homes/ Vishaal Gupta Street:
5200 Vineland Rd Suite 200 City,
State Zip: Orlando, FL 32811 0
Phone:
407-529-3000 Fax:
407-529-3001 State
License No.: CRC1330351 Arch. /
MJS Home Designs Arch
itecVEngineer Information Arch.
407-629-6711 Name:
Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./
250 N. Wymore Rd. Suite B Winter Park FL 32789 Street:
Eng./ PQ Bgx Q07FL327 Fax: City, St,
Zip: Bonding Company:
Address: E-
mail:
Mortgage Lender:
Address: WARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to 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: 5" Edition (2014) Florida Building Code Revised: June
30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or'federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Z-a- la
Signature of Own gent Date
Vishaal Gupta
Print Owner/ Agenl's Name
S igdaiu'totNotary- --ZteofFlorida Date MICHELLE
PARKISON State
10 NotaryPublic - State of Florida r
Commission # GG 157861] as
NovMy Comm, Expires ov 5, 2021 Owner/
Ag 'Aonqud
or
Produced
ID Type of ID a> .
8 Signature
of Contractor/Agent Date Vishaal
Gupta — Print
Contractor/Agpnif's Name Wig
t—u, of Notary -State of Florida— 0
Date
T
TMICHELLE
PARIKISON Notary
Public - State of Florida] Commission #
00 167861 Nov
021 M.61,1 My Comm. Expires Nov 5, 2021 8ftod
through ftlunw Notary Assn, Contractor,
it is 11 -
RM:
Produced
ID _ Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building [] Electrical [] Mechanical [] PlumbingF] Gas[] Roof n Construction
Type: Occupancy Use: Total
Sq Ft of Bldg: Min. Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes Fj No 7 #of Heads APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes R No R UTILITIES:
IZI-15WASTEWATER:
FIRE: -
BUILDING: Revised:
June 30,2015 Permit Application
REQUIRED INSPECTION SEQUENCE
PARK SQUARE HOMES SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Ins ection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Prepour
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
AAA race
CTRICAL PERMIT
Min Max inspection Description
10 Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
t fi
r _ s
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
MEcx.vrcaL PERMIT
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
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: mparkisonCa)parksquarehomes.com
Property Address: 3908 Saltmarsh Loop
Property Owner: Park Square Enterprises, LLC
Parcel identification Number: 17-20-31-502-0000-0340
Phone Number: 407-529-3000 Email:
The reason for the flood plain determination is:
W 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)
nm- NOW W6 IV021,11 M W" A
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
W The parcel is not in the: *Wfloodplain E]floodway
The structure is in the: F-1floodplain E]floodway
The structure is not in the: floodplain 0 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# 18-1265
Reviewed by: Michael Cash, CFM Date: March 27, 2018
i I o I Application far Paved Driveway, Sidewalk or
w*_
1 Landscaping
Walkway Including Right -of -Way Use &
N _1877— in 0;tjk+ —WfIN cay
www.sanfordfl.gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone: 407.688,5140 Fax: 407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and I or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know. whors below.
size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you d1%
1. Project Location/Address:
2. Proposed Activity: Z Driveway D Walkway Other:
3. Schedule of Work: Start Date Completion Date El Emergency Repairs
4. Brief Description of Work: Construction of new driveway for new single family residence
This application is submitted by:
Property Owner J 'I
Signature: 10o'll ::f
Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811
Phone: (407) 529-3135 Fax:
Print Name: Vishaal Gupta
Email: rnparkison@parksquarehomes com Date: -3.8-1a
Maintenance Responsibilitiestindemnification
The Requester, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice. restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien an the
Requestor's properly to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons. agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities. claims penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right-of-way.
I have read and understand the above statement and by signing this application I agree to its terms.
Signature: Date:
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection.
Pre -pour Inspection by: Date:
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
Official Use Only
Fee: Date:
Date:
Date:
Date: k co
Date:
November 2D15 HUVV USe UnVeWay PCP
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: f
I hereby name and appoint: David Mercer
an agent of: Park Square Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
0 The specific permit and application for work Located at:
Expiration Date for This Limited Power of Attorney:
License Holder Name: Vishaal Gupta
State License Number: CRC1330351
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Oranne
The foregoing instrument was acknowledged before me this _& day oft rc ra.f
20W LE, by Vishaal Gupta who is Xpersonally known
to me or o who has produced as
identification and who did (did not) to an oath.
4V
Si nature& -
Notary Seal)
MICHELLE PARKISON
FloridaNotaryPublic -- State Of Flo ida
Commission # GG 157861
Expires Nov 5,2021MyComm,
Lon throughNjiumal NOWY A5811
Rev. 08.12)
Print or type name
Notary Public - State of
Commission NO. I,c-- I
MyCommission Ex'pires: , :x> a )l
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 034 Sundance A LHG - N Builder Name:
Street: 3908 Saltmarsh Loop Permit Office: C' Sa ford
City, State, Zip: Sanford , FL , Permit Number:
Owner: Park Square Homes Jurisdiction: 691500
Design Location: FL, Orlando County:: Seminole (Florida Climate Zon6k,,"2
1. New construction or existing New (From Plans) 9. Wall Types (2335.7 sqft.) Insulation '",--06a
2. Single family or multiple family Single-family
a, Frame - Wood, Exterior R=l 1.0 1197,00 ft2
b. Concrete Block - Int Insul, Exterior R-4.1 886.67 112
3, Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 1.0 252.00 ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10, Ceiling Types (1054.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30,0 10 54. 00 ft2
6. Conditioned floor area above grade (W) 1730 b. N/A R= ft2
c. N/A R= ft2
Conditioned floor area below grade (W) 0
11. Ducts R ft2
7. Windows(181,0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 346
a, U-Factor: Dbl, U=0.55 105.00 ft2
SHGC: SHGC-0,22
b. U-Factor: Dbl, U=0.58 64 00 112 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGCm0.25
a. Central Unit 34.8 SEER:16.00
c. U-Factor: Dbl, U=0.54 12.00 ft2
SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 33,0 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 3.475 ft.
Area Weighted Average SHGC: 0.233 14. Hot water systems
a. Electric Cap: 50 gallons
8, Floor Types (1730.0 sqft.) Insulation Area EF: 0,900
a. Slab -On -Grade Edge Insulation R=0.0 756.00 ft2 b, Conservation features
b. Floor Over Other Space R=0.0 676.00 ft2 None
c. other (see details) R= 298.00 W 15. Credits Pstat
Glass/Floor Area: 0.105
Total Proposed Modified Loads: 56.18 PASS
Total Baseline Loads: 57.96
1 hereby certify that the plans and specifications covered by Review of the plans and ST
this calculation are in compliance with the Florida Energy specifications covered by this t
f
Code. Digitally signed by Michael calculation indicates compliance
Michael Conway conway with the Florida Energy Code.
Date: 2018.02.28 1010:25 -05'00'
PREPARED BY: Before construction is completed 11
DATE: this building will be inspected for zkko'
compliance with Section 553.908
I hereby certify that this building as- esigne is in compliance Florida Statutes.
with the Florida Energ Co 0 WV
OWNER/AGEN BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handier 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.
2/28/2018 10:05 AM EnergyGaugeS USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
F(-)PKA PA0C;-9n17
PROJECT
Title: Lot 034 Sundance A LHG - N Bedrooms: 4 Address Type: Lot Information
Building Type: User Conditioned Area: 1730 Lot # 34
Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WP
of Units: I Worst Case: No PlatBook:
Builder Name: Rotate Angle: 0 Street: 3908 Saltmarsh Loop
Permit Office: City of Sanford Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL ,
NewiExisting: New (From Plans)
Comment:
CLIMATE
V Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL, Orlando FL—ORLANDO—INTL—AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1730 15796,8
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 1 st Floor 756 7030.8 Yes 0 1 Yes Yes Yes
2 2nd Floor 974 8766 No 5 4 1 Yes Yes Yes
FLOORS
mme #
Floor Type Space Perimeter Perimeter R-Value Area — Joist R-Value Tile Wood Carpet
1 Raised Floor 2nd Floor ---- ---- 110 ft2 11 0.29 0 0.71
2 Floor over Garage 2nd Floor ---- ---- 188 ft2 11 0.29 0 0.71
3 Slab -On -Grade Edge Insulatio 1 st Floor 95 ft 0 756 ft2 0.29 0 0.71
4 Floor Over Other Space 2nd Floor ---- ---- 676 ft2 0 0.29 0 0.71
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Hip Composition shingles 1179 ft2 0 ft2 Dark 0.9 N 0.9 No 0 26.6
ATTIC
V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1054 ft2 N N
2/28/2018 10:05 AM EnergyGauge(& USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FC)RNA R4n.q-pnl7
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) 1 st Floor 30 Blown 1054 ft- 0.1 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Spa
1 N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270,0 ft2 0 0.25 0.8 0
2 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 9 6 9 4 88.7 112 0 0 0.8 0
3 E Exterior Frame - Wood 2nd Floor 11 36 6 9 0 328.5 ft2 0 0.25 0.8 0
4 E Exterior Concrete Block - Int Insul I st Floor 4.1 24 6 9 4 228.7 ft2 0 0 0,8 0
5 S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0,25 0.8 0
6 S Exterior Concrete Block - Int Insul I st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0
7 W Exterior Frame - Wood 2nd Floor 11 36 6 9 0 328.5 ft2 0 0.25 0.8 0
8 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 31 0 9 4 289.3 ft2 0 0 0.8 0
9 Garage Frame - Wood I st Floor 11 27 0 9 4 252.0 ft2 0 0.25 0.8 0
DOORS
V Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
I N Insulated 1st Floor None 4 3 8 24 ft2
2 Wood 1st Floor None 39 2 8 8 21.3 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
Ornt ID Frame Panes- NFRC, U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 N I Metal Low-E Double Yes 0,55 0.22 N 30.0 ft' 1 ft 0 in 1 It 0 in Drapes/blinds None
2 e 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft' 1 ft 0 in 1 It 0 in Drapes/blinds None
3 e 3 Metal Low-E Double Yes 0.54 0.25 N 4.0 W 1 ft 0 in 1 It 0 in Drapes/blinds None
4 s 5 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft' 1 ft 0 in 1 It 0 in Drapes/blinds None
5 s 6 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft' I It 0 in 12 It 0 in Drapes/blinds None
6 S 6 Metal Low-E Double Yes 0.58 0.25 N 64.0 It' 8 It 0 in 1 It 0 in None None
7 w 7 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft' 1 It 0 in 1 If 0 in Drapes/blinds None
8 W 8 Metal Low-E Double Yes 0.54 0.25 N 4.0 It' I ft 0 in 12 It 0 in Drapes/blinds None
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 439 ft2 439 f12 64 ft 9,3 ft 1
2/28/2018 10:05 AM EnergyGaugeOq USA - FlaRes2017 Section R405.4,1 Compliant Software Page 3 of 5
FORM R405-2017
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000406 1843 101.18 190.28 365 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ split HSPF:9 33 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 16 34.8 kBtu/hr 1044 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 Collector Storage
Cert # Company Name System Model # Collector Model # Area Volume FEF
None None ft-,
DUCTS
Supply ---- Return ---- Air CFM 25 CFM25 HVAC #
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 346 ft2 Attic 86.5 ft2 Prop. Leak Free 2nd Floor --- cfm 51.9 cfm 0,03 0.50 1 1
TEMPERATURES
Prograrnable Thermostat: Y Ceiling Fans:
CoolinJan Feb Mar Apr May Jun Julug Sep Oct Nov Dec HeatingJan
Feb Mar HHXApr May Jun Julug Sep 1 xl 1 11 Octov tHXDec HVenJanFebMarAprMayJunJulAugSepOctNovDec2/
28/2018 10:05 AM EnergyGaugeS USA - FlaRes2017 Section R405.4,1 Compliant Software Page 4 of 5
FORM R405-2017
Thermostat Schedule: HERS 2006 Reference
Schedule Type 1 2
Cooling (WD) AM 78 78
PM 80 80
Cooling (WEH) AM 78 78
PM 7 788
Heating (WD) AM 66 66
PM 68 68
Heating (WEH) AM 66 66
PM 68 68
Hours
3 4 5 6 7 8 9 10 11 12
78 78 78 78 78 78 80 80 80 80
78 78 78 78 78 78 78 78 78 78
78 78 78 78 78 78 78 78 78 78
78 78 78 78 78 78 78 78 78 78
66 66 66 68 68 68 68 68 68 68
68 68 68 68 68 68 68 68 66 66
66 66 66 68 68 68 68 68 68 68
68 68 68 68 68 68 68 68 66 66
2/28,12018 10:05 AM EnergyGauge(& 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, PrescriEtive and ERI Methods
3908 Saltmarsh Loop Permit Number:
Sanford , FL ,
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w,g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official, Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures,
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off,
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakage Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101 /I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
2/28/2018 10:05 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2. where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1, Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R 1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 L/s) when tested in accordance with 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 489,1 05(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3,3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1, A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope,
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of caning fluids above 105°F (41 1C)
or below 55°F (1 3C) 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.
2/28/2018 10:05 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank,
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 1 001F to 140°F (38°C to 60*C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404,2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual Solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
8403.6.1 Whole -house mechanical ventilation system tan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications,
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from,attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas,
3• If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, 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 aAIRFLOW
CFM/WATT)
RATE MAXIMUN
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
FBathroom, utility room 90 2.8 cfm/watt Any
For SI: I cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
2/28/2018 10:05 AM EnergyGaugeO 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 it the return duct(s) is installed in an unconditioned space.
Exceptions:
1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7. I.
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 (1 O*C), and no
precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.81C).
R403.1 0 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403. 10.1 through R403. 10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots,
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
2/28/2018 10:05 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (12017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (MandatorY)he energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-1 4.
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.
2/28/2018 10:05 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 97
The lower the EnergyPerformance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5, Is this a worst case?
6. Conditioned floor area (W)
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:
3908 Saltmarsh Loop, Sanford, FL,
New (From Plans) 9, Wall Types Insulation Area
Single-family
a. Frame - Wood, Exterior R=1 1,0 1197.00 ft2
b. Concrete Block - Int Insul, Exterior R=4.1 886.67 ft2
1 c. Frame - Wood, Adjacent R=1 1.0 252.00 ft2
4 d. N/A R= ft2
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=30.0 1054.00 ft2
1730 b. N/A R= ft2
c. N/A R= ft2
Area
11. Ducts R W
105,00 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 346
64.00 ft2
12. Cooling systems kBtu/hr Efficiency
12.00 ft2 a. Central Unit 34.8 SEER:16.00
H
3,475 ft.
0.233
8. Floor Types Insulation Area
a. Slab -On -Grade Edge Insulation R-0.0 756.00 ft2
p. Floor Over Other Space R=0.0 676.00 ft2
c. other (see details) R= 298.00 ft2
13. Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Gade ca ant feat es. I
Builder Signature., Date: R. I p,
Address of New Home: '29,0& City/FL Zip:
kBtu/hr Efficiency
33.0 HSPF:9,00
Cap: 50 gallons
EF: 0.9
Pstat
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.
2/28/2018 10:05 AM EnergyGaugeS USA - FlaRes2017 - Section R405,41 Compliant Software Page 1 of 1
Project Summary Job: Lot 034 Sundance A LH G
wrightsoft- Date: 02/27/2018
Entire House By. LFRUMCIATMC
One Stop Cooling and Heating
7225 Sandscove Gout Winer Park, FL 32792 Phone (407)629-6920 Fax 14071629-9307 Web: wwwOreStopCoolirg.com License: CAGO32444
for X166"
For: Park Square Homes
3908 SaItmarsh Loop, Sanford, FL
Notes:
Weather: Orlando Inti AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 92 OF
Inside db 68 OF Inside db 74 OF
Design TD 26 OF Design TD 18 OF
Daily range M
Relative midity 50
Moisture difference 49 grAb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 17390 Btuh Structure 17990 Btuh
Ducts 2364 Btuh Ducts 6764 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
none} none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 19753 Btuh Use manufacturer's data n
Rate/swina multiplierEquipmentload
0.97
24110 BtuhInfiltrationsensible
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 3142 Btuh
Ducts 1381 Btuh
Central vent (0 cfm) 0 Btuh
Heat*n Cooling none)
Area (ft2) 1 1794 Equipment latent load 4523 Btuh
Volume (ft3) 16368 16368
Airchangesibour 0.50 0.26 Equipment Total Load (Sen+Lat) 28633 Btuh
Equiv. AVF (cfm) 136 71 Req. total capacity at 0.75 SHR 2.7 ton
Heating Equipment Summary Cooling Equipment Summary
Make Trane Make Trane
Trade TRANE Trade TRANE
Model 4TWR6036H1 Cond 4TWR6036H1
AHRI ref 7562981 Coil TEM6AOC36H31 ++TDR
AHRI ref 7562981
Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER
Heating input Sensible cooling 26100 Btuh
Heating output 33000 Btuh @ 47°F Latent cooling 8700 Btuh
Temperature rise o OF Total cooling 34800 Btuh
Actual air flow 0 cfm Actual air flow 1160 cfm
Air flow factor 0 cfm/Btuh Air flow factor 0,047 cfm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.85
Capacity balance point = 29 OF
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Feb-27 14:02:40
Rigid-SuteO Unversal 2018 18.0.11 RSU25029 Page 1
ACCk ...ante A LHG - N\Lot 034 Sumiarre A LHG - N.rup Calc = MJ8 House faces: N
LL
7T wrightsoft, Right-JO Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Court, Wirwr Park, F1- 32792 Phone: (407) 629 - 6920 Fax:(401) 629 - 9307 Web: w,&w0neStopCooIirq.corn License: CAC032444
Job: Lot 034 Sundance A LHG - N
Date: 02127/2018
By. LF/RI/MC/AT/MC
I Room name Entire House FOY
2 Exposed wall 227,5 It 5.0 ft
3 Room height 9.1 If d 93 If heaticool
4 Room dimensions 5.5 x 16-5 it
5 Room area 1793.8 112 90.8 it,
Ty Construction
number
U-value
6tuW-1,F)
Or HTM
Btuh/W)
Area (ft)
or perimeter (ft)
Load
Btuh)
Area (fr)
or perimeter (ft)
Load
Btuh)
Heat Cool I Gross NP/S Heat Cool Gross N/Ps Heat Cool
6 vF1 1213-0sw
485-2fm
13A-4ocs
0.097
0-140
0.143
n
n
n
Z53
14M
3,73
2.82
13.67
2.90
329
4
288
325
0
284
822
56
1061
914
55
823
0
0
0
0
0
0
0
0
0
0
0
0
11
485-2frn
126-0sw
0540
0,097
n
e
14.09
2.53
13.67
282
4
270
0
240
56
608
55
676
0
0
0
0
0
0
0
0W
4A5-2orn
13A-4ocs
1 1DO
0,550
0.143
0.390
e
e
e
14-35
3.73
10.18
27.44
2.90
12.27
30
84
24
0
60
24
431
223
244
823
173
294
0
47
24
0
23
24
0
84
244
0
65
294t-D
12B-Ow
4A5-2om
0.097
0,550
s
s
2,53
14.35
2,82
13.54
329
15
310
13
784
215
872
203
0
0
0
0
0
0
0
0
W
t-G
485-2fm
13A-flocs
1213-09N
4A5-2am
13A-4ocs
0.540
OJ43
0.097
0-550
0.143
s
s
w
w
w
14.09
3.73
2,53
1435
3.73
13.67
2.90
Z82
27.44
2.90
4
228
270
30
279
4
228
240
0
185
56
850
608
431
690
55
660
676
823
536
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om
4A5-2omd
12C-0sw
0550
0.580
0.091
w
w
14.35
15.14
Z38
27.44
21.44
1.51
30
64
256
0
45
234
431
969
557
823
1372
353
0
0
33
0
0
33
0
0
77
0
0
49P
L D 11DO
16B-30ad
0.390
0,032
n 10.18
0.84
1227
1.76
21
1046
21
1046
217
873
262
1838
0
0
0
0
0
0
0
0G
F 19A-ObsT 0295 2.89 2-04 108 108 312 220 0 0 0 0
F 19C-19csop 0.049 0.44 0.31 189 189 84 59 0 0 0 0
F 22A-tam 1.180 30.80 0.00 748 95 2910 0 91 5 154 0
6 c) AED e)mrsion 13721 17
Envelope loss/gain 13488 13939 560 392
12 a) Infiltration 3901 1430 87 32
b) Room ventilation 0 a 0 0
13 Internal gains: 0owpants @ 230 4 920 0 0
Appfianoesrother 1 1700 1 0
Subtotal (lines 6 to 13) 17390 17990 647 1 424
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 647 424
14 Subtotal 17390 17990 0 0
15 Dud loads 1 14% 38% 2364 6764 14%l 43% 0 01
Total room load 19753 24754 0 0
Air required (dm) 0 1160, 1 0 0
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
PJ4- 2018-Feb-27 14.02:40
Right-SLateO Uriversal 2018 18.0.11 RSU25029 Page I
arre ALHG N1ot034 SLrdarre ALHG - N.rLP Calc - M,18 House faces: N
d 1
77 wrightsoft, Right-J@ Worksheet
Entire House
One Stop Cooling and Heating
7225 Sarxi scove Court, W trier Park, FL 32792 Plane: (4 07) 629.6920 Fax: (407)629-9307 Web: www.0r)eStopCooling.com License: CA0032444
Job: Lot 034 Sundance A LH G - N
Date: 02/2712018
B)r. LF/R1/MC/AT/MC
1 Room name GATH STR1
2 Exlaoseclhell 37.0 If 22.5 It
3 Room height 9.3 It heaticool 9.3 It heat'dool
4 Room dimensions 1,0 x 231,3 It 4.0 x 18,5 it
5 Room area 231.3 ft" 74,0 It2
Ty Construction
number
U-value
Btuh/ft-fl
or HTM
BtuhiW)
Area (it)
or perimeter (ft)
Load
Blun)
Area (ft)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross NP/S Heat Cool Gross N/PiS Heat cool
6 t--G
12B-0stN 0.097 n 2,53 2.82 0 0 0 0 0 0 0 0
465-2tm 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0
t---G
13A-4ocs 0.143 n 173 2.90 116 116 434 337 172 168 627 487
485-2frn 0.540 n 14.09 13.67 0 0 0 0 4 0 56 55
ilrt11 12B-Osw 0.097 e 2.53 2.82 0 0 0 0 0 0 0 0
4A5-tam 0.550 e 14.35 27.44 0 0 0 0 0 0 0 0
Y-D
13A-flocs 0.143 e 173 Z90 0 0 0 0 37 37 139 108
1 1DO 0.390 e 10,18 12.27 0 0 0 0 0 0 0 0
12B-09m 0.097 s 253 2.82 0 0 0 0 0 0 0 0
T:f2 4A5-2om 0.550 s 14.35 13.54 0 0 0 0 0 0 0 0
w
4135-2trn
13A-flocs
0.540
0.143
s
s
14,09
3.73
13.67
2.90
0
74
0
74
0
278
0
215
0
0
0
0
0
0
0
0
t--G
12B-09.v 0.097 w 2,53 Z82 0 0 0 0 0 0 0 0
4A5-2om O,W) w 14.35 27.44 0 0 0 0 0 0 0 0
13A-4ocs 0.143 w 3.73 2,90 153 123 461 357 0 0 0 0
4A5-2orn 0.550 w 14.35 27.44 30 0 431 823 0 0 0 0
R
4A5-2omd
12C-Osw
0.580
0.091
w 1514
2,38
21.44
1.51
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11DO 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0
F 1 9A-0bscp 0295 2,89 204 0 0 0 0 0 0 0 0
F 19C-19csM 0.049 0.44 0.31 0 0 0 0 0 0 0 0
F 22A-Ipm 1,180 30,80 0,00 231 37 1140 0 74 23 693 0
6 c) AED excursion 270 30
Envelope loss/gain 2742 2003 15151 619
12 a) Infiltration 647 237 393 144
b) Room venfilat I on 0 0 1 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliancesiother 0 0
Subtotal (lines 6 to 13) 3389 2240 1909 763
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 2096 886 1909 763
14 Subtotal 5485 3126 0 0
15 Duct loads 14/.
41
772 1352 141%1 43% 0 0
Total room load 6257 4478
Air required (drn) 0 210
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
2018-Feb-27 14.02.40
Right-SuteOUrvversal 2018 18.0,11 RSU25029 Page 2
ante A LHG - N\Lot 034 Su dame A LHG - N,rup Cale - W8 House tares: N
AL.
rF wrightsoft, Right-JO Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Court, Winer Park, FL 32792 Phone: (40T) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCooliN.com License: CAC032444
Job: Lot 034 Sundance A LHG - N
Date: 02/27/2018
By. LFRUMCAPMC
1 Room name KIT DIN
2 Exposed wall 0 It 265 ft
3 Room height 9.3 It heatfcool 9.3 It heat/Cool
4 Room dimensions 1.0 x 183A It 1.0 x 142,6 it
5 Room area 183.4 fr 142.6 ft'
Ty Construction U-value or HTM Area (ft') Load Area (ft--) Load
number Btuh/IF-+) B or perimeter (ft) B h) or perimeter (ft) Btuh)
Heat Cool Gross N/P(S Heat Cool G,.. NP/S Heat Cool
6 Vi1 12&Osw 0,097 n 2-53 2.82 0 0 0 0 0 0 0 0
485-211m 0.540 n 14.09 1167 0 0 0 0 0 0 0 0
t--G
13A-4ocs 0.143 n 3.73 2,90 0 0 0 0 0 0 0 0
4135-21rin 0.540 n 14.09 1167 0 0 0 0 0 0 0 0
V11 12B-Osw 0,097 e 253 2.82 0 0 0 0 0 0 0 0
4A5-2orn 0550 e 14,35 27.44 0 0 0 0 0 0 0 0G
1 3A-does 0,143 e 3.73 2.90 0 0 0 0 0 0 0 0
t-D 1100 0.390 e 10.18 1227 0 0 0 0 0 0 0 0
120-0,9m 0.097 a 253 2,82 0 0 0 0 0 0 0 0
4A5-2om 0.550 s 14,35 13.54 0 0 0 0 0 0 0 0
4E5,2(m 0-540 s 14,09 13.67 0 0 0 0 0 0 0 0
W 13A-flocs 0J43 s 3.73 2.90 0 0 0 0 121 121 451 3150
12B-Ow 0497 w 253 2.82 0 0 0 0 0 0 0 0
4A5-2om
13A-flocs
0.550
0.14.3
w
w
14.35
3.73
27.44
2.90
0
0
0
0
0
0
0
0
0
126
0
62
0
230
0
178
4A5-20M
4A5-2omd
0550
0.580
w
w
14.35
15A4
27.44
21.44
0
0
0
0
0
0
0
0
0
64
0
45
0
969
0
1372
T-D
2C-0sw 0.091 238 1.51 191 169 402 255 0 0 0 0
1100 0,390 n 10,18 1227 21 21 217 262 0 0 0 0
C 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0
F I 9A-0t)sT 0295 2.89 204 0 0 0 0 0 0 0 0
F 19C-19cscp 0.049 0A4 0.31 0 0 0 0 0 0 0 0
F 22A-tr)m 1180 30.80 0.00 183 0 0 0 143 27 816 0
6 c) AED excursion 651 1 1076
Envelope loss/gain 619 452 24661 2977
12 a) Infiltration 0 0 463 170
b) Room ventilation 0 0 0 0
13 Internal gains: O=pants @ 230 0 0 0 0
AppliancesVother 1200 0
Subtotal (lines 6 to 13) 619 16521 29291 3147
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 460 301 0 0
14 Subtotal 1079 1953 2929 3147
15 Duct loads 14] 43] 152 845 14% 43% 412 13611
Total room load 1231 2797 3341 4508
Air required (ctm) 01 131 0 211
Calculations approved by ACCA to meet all requirements of Manual j8th Ed.
Pl*- 2018-Feb-27 1402 40
ZckA(
Righ-SuteO Unversal 2018 18.011 RSU25029 Page 3 -.,
Arr ,e A LHG - N'Lot 034 Sundarice A LHG - N.rvp Calc - MJ8 House faces: N
J.
rF wrightsoft, Right -JCS Worksheet
Entire House
One Stop Cooling and Heating
7225 Sawsr-we Cox, Wirier Park, FL 32792 Phone: (407? 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStop(,00lir)g.com Ucense: CAC032444
Job: Lot 034 Sundance A LHG - N
Date: 02/27/2018
By: LF/RI/MC/AT/MC
I Room name POW VIBED
2 E)posed vqell 3.5 it 27.0 If
3 Room height 9.3 ft heat/cool 9,0 ft heat(cool
4 Room dimensions 7.5 x 3.5 It 14.5 x 12.5 It
5 Room area 263 ft' 181.3 W
Ty Construction
number
U-Value
Btuwfl
Or HTM
Btu
Area (ft)
or perimeter (ft)
Load
B h)
Area (In
or perimeter (ft)
Load
Bruh)
Heat Cool Gross N/PiS Heat Cool Gross N/P/S Heat Cool
6 yJ 126-09w 0.097 n 2.53 2.82 0 0 0 0 113 113 285 317
4B5-2ftn 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0
t--G
13A-flocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0
465-2(m O.W n 14,09 13.67 0 0 0 0 0 0 0 0
11 126-0sw 0.097 e 253 2.82 0 0 0 0 0 0 0 0
4A5-2orn 0.550 e 14 35 27.44 0 0 0 0 0 0 0 0
t-D
I 3A-4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0
11 DO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0
1213-09N 0.097 a 2.53 2.82 0 0 0 0 0 0 0 0
T:f2 4A5-2om 0.550 s 1435 13.54 0 0 0 0 0 0 0 0
485-2frn 0.540 s 14,09 13.67 0 0 0 0 0 0 0 0
w 13A-4ocs 0,143 s 3,73 2.90 33 33 121 94 0 0 0 0
t---G
12B-09N 0.097 w 2,53 Z82 0 0 0 0 131 101 254 283
4A5-tom
13A-4ocs
0,550
0.143
w
w
1435
3,73
27.44
2.90
0
0
0
0
0
0
0
0
30
0
0
0
431
0
823
0
T:f2 4A5-2om 0.550 w 14.35 27.44 0 0 0 0 0 0 0 0
4A5-2omd 0.580 w 15.14 21.44 0 0 0 0 0 0 0 0
P
L--D
12C-0sw 0.091 L38 ILI 33 33 77 49 0 0 0 0
11 DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0
C 1613-30ad 0.032 024 1.76 0 0 0 0 181 181 151 319
F 1 9A-Obs(p 0295 2.89 2-04 0 0 0 0 a 0 0 0
F 19C-19= 0.049 0.44 0,31 0 0 0 0 0 0 0 0
F 22A-Ipm 1.180 30.80 0.00 26 4 108 0 0 0 0 0
6 c) AED excursion 61 255
Envelope loss/gain 307 137 1121 1997
12 a) Infiltration 61 22 457 167
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 2 460
Appliancievother 0 01
Subtotal (lines 6 to 13) 1 368 159 1578 2625
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 273 249
14 Subtotal 368 159 1851 2874
Duct loads 14% 43% 52 69 13] 33/. 240 939
r15 Total room load 420 228 2091 3813
Air required (cfm) 0 11 0 179
4-
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
2018-Feb-27 14:02 h0
Right-SuteS U"versal 201,8 18.0,11 RSU25029 Page 4
ante A LHG - MLot 034 Su -came A LHG - N.rT Cale- W8 House faces: N
di-
rF wrightsoft' Right-J@ Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Cow- W inter Park, FL 32792 P I ore: (407) 629 - 6920 Fax (407)629-9307 Web: mkwOneSlopCoolirg.com License: CAGO32444
Job: Lot 034 Sundance A LHG - IN
Date: 02/27'2018
By. LF/RI MCATIMC
1 Room name MWIC MTOI
2 Exposed wall 8.5 ft 11.0 It
3 Room height 9,0 If heat/cool 9.0 If heat/cool
4 Room dimensions 10 x 54.8 it 7.0 x 4.0 ft
5 Room area 54.8 It' 28.0 flF
Ty Construction Ll-value or HTM Area (fly) Load Area (ft) Load
number BtuhMQ-+ B I or perimeter (ft) h) I or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat cod Gross N/FS Heat Cool
6 yJ 12B-0sw 0.097 n 2.53 2.82 0 0 0 0 0 0 0 0
4B5-2(m 0,540 n 14,09 13,67 0 0 0 0 0 0 0 0
t-G
13A-flocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0
4B5-2fm 0,540 n 14,09 13.67 0 0 0 0 0 0 0 0
W11 126-0sN 0,097 e 2,53 2.82 0 0 0 0 0 0 0 0
4A5-2om OL50 e 14,35 27,44 0 0 0 0 0 0 0 0
3A-flocs111DO 0*143 e 3.73 2,90 0 0 0 0 0 0 0 0
T-D 0390 e 10.18 12,27 0 0 0 0 0 0 0 0
12B-OS6V 0.097 s 2 -53 2.62 0 0 0 0 36 36 91 101
4A5-2om 0550 S 14.35 13.54 0 0 0 0 0 0 0 0
4B5-2tm 0.540 s 14.09 13.67 0 a 0 0 0 0 0 0
W 13A-flocs 0.143 s 333 2.90 0 0 0 0 0 0 0 0
128-0,9N 0,097 w 2.53 2.82 77 77 194 216 63 63 159 178
4A5-2om 0,550 w 1435 27.44 0 0 0 0 0 0 0 0
13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0
4A5-tom 0,550 w 14.35 2744 0 0 0 0 0 0 0 0
4A5-2omd 0.580 w 15.14 2144 0 0 0 0 0 0 0 0
1 2C-0sw 0.091 Z38 151 0 0 0 0 0 0 0 0
11DO 0.390 n 10,18 12.27 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.84 1.76 55 55 46 96 28 28 23 49
F 19A-ft. 0295 2,89 2.04 42 42 121 85 28 28 81 57
F 19---19= 0.049 0.44 031 0 0 0 0 0 0 0 0
F 22A-tprn 1.180 30.80 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 171 17
Envelope IoWgain 360 w 355 368
12 a) Infiltration 144 53 186 68
b) Room ventilation 1 0 0 1 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Applianoes/other 0 0
Subtotal (lines 6 to 13) 5041 433 541 436
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 504 433 541 436
15 Dud loads 1 13% 33% 65 141 13%1 33% 1 70 143
Tonal room load 569 574 611 579
Air squired (dm) of
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
42018-Feb-27 14 02,40 Right-
Sute,6 Universal 2018 18,0,11 RSU25029 Page 5 arm
A LHG 034 Sunciance A LHG - N.rup Calc = MJ8 House faces: N
wrightsoft, Right-JO Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardscove Cour, Winter Park, FL 32792 Plnre: (407r 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCooling.corri License: CAC032444
Job: Lot 034 Sundance A LHG - N
Date: 02/27/2018
B)r. LF/RUMCAT/MiC
1 Room name METH BED4
2 Exposed wall 6.0 it 115 ft
3 Room height 9.0 ft heat/cool 9,0 ft heaV000l
4 Room dimensions l'O x 915 It 1.0 x 128.9 It
5 Room area 93.5 ft2 128.9 it'
Ty Construction
number
U-value
Btuft4VLF)
r HTM
B 2)
Area (It)
or perimeter (ft)
Load
Btuh)
Area (111)
or perimeter (it)
Load
Btuh)
Heat Cool Gross NiP/S Heat Cool Gross N/P/S Heat Cool
6 t 12B-09N 0,097 n Z53 2.82 0 0 0 0 0 0 0 0
465-2im 0,540 n 14,09 13.67 0 0 0 0 0 0 0 0G
t-G
13A-flocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0
485-2frn 0-540 n 14.09 13.67 0 0 0 0 0 0 0 0
V11 12B-Osw 0.097 e 2,53 282 0 0 0 0 0 0 0 0
4A5-2om OL50 e 14.35 2744 0 0 0 0 0 0 0 0
VVal 13A-4o c' 0,143 e 3.73 2.90 0 0 0 0 0 0 0 0
11 DO 0,390 e 10.18 1227 0 0 0 0 0 0 0 0
T:f2
126-Osw
4A.5-2om
0.097
0550
s
s
2.53
1435
2,82
1354
54
0
50
0
127
0
141
0
122
15
107
13
270
215
300
203
4135-21m 0.540 s 14.09 1167 4 4 56 55 0 0 0 0
w 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0
t--G
12B-09N 0,097 w 2M Z82 0 0 0 0 0 0 0 0
4A5-tom
13A-4ocs
0,550
0.143
w
w
14,35
3.73
27.44
2.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-tom 0,550 w 14,35 27,44 0 0 0 0 0 0 0 0
P
L--D
4A5-2omd
12C-Osw
0580
U91 w
15,14 Z38
21.
44 141
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11DO
0.390 in 10.18 1227 0 0 0 0 0 0 0 0 C
11613-30ad 0.032 0.84 1.76 94 94 78 164 129 129 108 227 F
1 9A-Obs(p 0295 239 2.04 38 38 ill 78 0 0 0 0 F
19C-19= 0.049 0.44 031 0 0 0 0 0 0 0 0 F
22A-tpm 1,180 30,80 0.00 0 a 0 0 0 0 0 0 6
c) AED excursion 18 29 Envelope
IoWgain 372 420 593 701 12
a) Infiltration 101 37 228 84 b)
Room ventilation 0 0 Ol 0 13
Internal gains: 0ocupants @ 230 0 0 0 0 Appltancesrbther
0 0 Subtotal (
lines 6 to 13) 473 457 821 784 Less
extemal load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
7 14 19 39 14
Subtotal 480 471 840 823 1151
Dud loads 1 13% 33] 62 114 13%1 331] 109 269 Total
room load 542 625 949 1092 Air
required (Cfm) 0 29 0 51 Calculations
aggroved byACCA to meet all requirements of Manual J 8th Ed. 2018-
Feb-27 14:02.40 Right-
Suteft Uriversal 20 1, 8 18.0.11 RSU25029 Page 6 ante
A LHG - M-ot 034 Sundarce A LHG - N,rup Gaic = W8 House faces: N
d
IF wrightsoft, Right -JCS Worksheet
Entire House
One Stop Cooling and Heating
7225 Sardsrmve Court, Wirter Park, FL 32792 Phare: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www0neStopCoahng.corn License: CAC032444
Job: Lot 034 Sundance A LH G - N
Date: 02/27/2018
By: LF/RI/MC/AT/MC
1 Room name STH LDRY
2 Exposed well 0 If 0 If
3 Room height 9.0 It heat(cool 9.0 It heat/cool
4 Room dimensions S x 10.0 it 6.5 x 63 It
5 Room area 55.0 f12 42.3 IF
Ty Construction U-value Or HTM Area M Load Area M) Load
number Btuw-,q Btu or perimeter (ft) 6tuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat cool Gross N/RS Heat Cool
6 yt 12B-Osw 0.097 n 2.53 2.82 0 0 0 0 0 0 0 0
4135-2frn 0.540 n 14,09 13.67 0 0 0 0 0 0 0 0
VIt 13A-flocs 0,143 n 3,73 2.90 0 0 0 0 0 0 0 0
4B5-2fm 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0
1 12B-Osw 0.097 e 2,53 2.82 0 0 0 0 0 0 0 0
4A5-tom 0.550 e 14,35 2744 0 0 0 0 0 0 0 0
t-D
13A-4=
1 1DO
0.143
0.390
e
e
3.73
10.18
2.90
12.27
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
T:::G
12(3-0sm
4A5-tom
0,097
0.550
s
s
2.53
14.35
2.82
1354
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4B5-2fM 0.540 s 14.09 13.67 0 0 0 0 0 0 0 0
W 13A-flocs 0.143 s 3.73 2,90 0 0 0 0 0 0 0 0
t--G
1213-0sw 0,097 w 2.53 Z82 0 0 0 0 0 0 0 0
4A5-2om
13A-4ocs
0550
0.143
w
w
1435
3,73
27.44
2,90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om 05W w 14.35 27.44 0 0 0 0 0 0 0 0
RPI
4A5-2omd
12C-Osw
0.580
U91
w 15.14
2.38
21.44
Isi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11DO 0390 n 10.18 12,27 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.84 136 55 55 46 97 42 42 35 74
F 19A-,Obscp 0295 2.89 Z04 0 0 0 0 0 0 0 0
F 19c-19cscp 0.049 0." 0.31 0 0 0 0 0 0 0 0
F 22A-!pm 1.180 30.80 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 4 22
Envelope Iossgain 46 93 35 53
12 a) Infiltration 0 0 0 0
b) Room ventilation 0 0 of 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 500
Subtotal (lines 6 to 13) 46 931 35 553
Less e)demal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 26 52 437 390
14 Subtotal 72 145 472 943
15 Duct loads 13% 33% 9 47 13% 33% 61 3081
Total room load 81 t 93 533 1251
Air required (cl1m) I 1 01 0 59
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Feb-27 14:02,40
Righ(-Sute8 Uriversal 2018 18.0. 11 RSU25029 Page 7
arse A LHG - MLot 034 SLMarre A LHG - N.rup Calc - MJ8 House faces: N
wrightsoft, Right-J@ Worksheet
Entire House
One Stop Cooling and Heating
7225 Sandscove Cart, Winter Park, FL32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wAm.0neStopCoolirg,com License: CAC032444
Job: Lot 034 Suridance A LHG - N
Date: 02/27/2018
By. LF/RI/MC/AT/MC
I Room name STR2
2 Exposed wall 22.5 If 0 It
3 Room height 9.0 ft heat/bool 9.0 It heaV000l
4 Room dimensions 4.0 x 18.5 It 6.5 x 3.5 If
5 Room area 74.0 W 22.8 ft'
Ty Construction
number
U-value
Btuw1q
Or HTM
Btuh/fr)
Area OF)
or perimeter (ft)
Load
Btuh)
Area M)
or perimeter (ft)
Load
Bbih)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool
6 kt 12B-0sw 0.097 n 2.53 2.82 167 163 411 458 0 0 0 0
41215-2m 0.540 n 14.09 13.67 4 0 56 55 0 0 0 0G
t-4.-
13A-flocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0
4135-21m 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0
Y11 126-09N U97 e 2.53 282 36 36 91 101 0 0 0 0
4A5-2om 0.550 e 14,35 27.44 0 0 0 0 0 0 0 0
13A-4= 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0
D 1 IDO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0
VjJ 1213-0sw 0,097 s 2.53 2.82 0 0 0 0 0 0 0 0
4A5-2om 0.550 s 14.35 13.54 0 0 0 0 0 0 0 0
4135-2fm 0.540 s 14.09 13.67 0 0 0 0 0 0 0 0
w 13A-flocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0
t-G
1213-09M U97 w 2M 282 0 0 0 0 0 0 0 0
4A5-2om
13A-flocs
0650
0.143
w
w
14.35
3.73
27.44
2.90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-tom 0,550 w 1435 27.44 0 0 0 0 0 0 0 0
PL-D
4A5-2omd
12C-Osw
0.580
0.091
w 15.14
238
21.44
151
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0
C 1613-30ad 0.032 0.84 1.76 74 74 62 130 23 23 19 40
F 19A-Obscp 0295 2.89 204 0 0 0 0 0 0 0 0
F 19C-19cs(p 0.049 0.44 031 0 0 0 0 0 0 0 0
F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 331 1 -2
Envelope loss)qain 621 711 19 38
12 a) Infiltration 381 140 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: 0ocupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 1001 850 19 38
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 1001 850 19 38
14 Subtotal 0 0 0 0
15 Duct loads 13% 33% 0 0 13% 33/.l 01 0
Total room load 0 0 0 0
Air required (dm) 0 0 01 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Feb-27 14:02:40
Right-SuteS Uriversal 2018 18,0.11 RSU25029 Page 8
arre A LHG - N'Lot 034 Surdance A LHG - N.rup Calc = W8 House faces: N
IL
rF wrightsoft, Right-JO Worksheet
Entire House
One Stop Cooling and Heating
7225 SandscoveCourt, WirAer Park, FL,32792 PN)re:(407) 629-6920 Fax: (407)629-9307 Web: w'Aw0neStopGooIirk3.wrn License: CAC032444 Job:
Lot 034 Sundance A LHG - N Date:
02/27/2018 By.
LFRUMCIAPIVIC 1
Room name WIC2 BED2 2
Exposed wall 5.0 It 16.0 R 3
Room height 9.0 It heat/cool 9-0 It heat/cool 4
Room dimensions 5.0 x 5.0 It 10.5 x 10.5 It 5
Room area 25.0 R2 110.3 If? Ty
Construction number
U-
value Btuhff-+
F Or
HTIVI 810412)
Area (
ft or
perimeter (ft) Load
Btuh)
Area (
ft) or
perimeter (ft) Load
Btuh)
Heat
Cool Gross N/P/S Heat Cool Gross N(P/S Heat cool 6
T---G 128-
NN 485-
211m 13A-
4ocs 0.
097 0.
540 0,
143 n
n
n
2.
53 14,
09 3.
73 2.
82 13.
67 2.
90 0
0
0
0
0
0
0
0
0
0
0
0
50
0
0
50
0
0
125
0
0
139
0
0
11
485-
2trn 12B-
Osw 0.
540 0,
097 n
e
14.
09 2.
53 13.
67 2.
82 0
45
0
45
0
114
0
127
0
95
0
80
0
201
0
224
W4A5-
2om 3A-
flocs 11
DO 0550
0.
143 0.
390 e
e
e
14,
35 3.
73 10.
18 27.
44 2.
90 12.
27 0
0
0
0
0
0
0
0
0
0
0
0
15
0
0
0
0
0
215
0
0
412
0
0
t-D T--
t 1213-
09.v 4A5-
2om 0.
097 0.
550 s
s
Z53
14.
35 2.
82 13.
54 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
t--
G- 465-
2tm 13A-
4ocs 12B-
Osw 0.
540 0,
143 0,
097 s
s
w
1449
3.
73 2.
53 13.
67 2.
90 2.
82 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-
tom 13A-
flocs 0.
550 0.
14.3 w
w
1435
3.
73 27.
44 2.
90 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-
tom 4A5-
2omd 12C-
09N 0.
550 0.
580 0.
091 w
w
1435
1514
Z38
27.
44 21
A4 151
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P11DO
1613-
30ad 0.
390 0.
032 n
10,18 0.
84 1227
1.
76 0
25
0
25
0
21
0
44
0
110
0
110
0
92
0
194
CF
1 9A-Obs(p 0295 2.89 2.04 0 0 0 0 0 0 0 0 F
19C-19csm 0.049 0.44 031 0 0 0 0 88 88 39 27 F
22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 81 28 Envelope
loss -'gain 135 163 673 1024 12
a) Infiltration 85 31 271 99 b)
Room ventilation 0 0 0 0 13
Internal gains: Omipants @ 230 0 0 1 230 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 219 1941 944 1353 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
329 286 7 13 14
Subtotal 548 480 950 1367 15
Duct loads 13% 33% 71 157 131/ 33% 123 447 Toal
room load 619 637 Air
required(dm)1 01 30 1 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. H-
2018-Feb-27 14:0240 Righ-
SuteOUniversaI2018 18.0.11 RSU25029 Page 9 ACZK ,,Zrr '
e A LHG - N\Lot 034 Surylance A LHG - N.rup Calc - W8 House faces: N
AL-
77 wrightsoft* Right-JO Worksheet
Entire House
One Stop Cooling and Heating
7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OrieStopCooling.com License: CAGO32444
Job: Lot 034 Sundance A LHG - N
Date: 02/27/2018
By. LF/RI/MC/AT/MC
1 Room name BED3 HALL
2 Eposed wall 23.5 If 0 It
3 Room height 9.0 It heat/cool 9.0 It heat1bool
4 Room dimensions 1,0 x 127.8 ff ID x 102.1 If
5 Room area 127.8 ft2 102.1 ft2
Ty Construction
number
U-value
Btu"-,i--)
Or HTIM
a /ft2)
Area (ft2)
or perimeter (Ift)
Load
13tuh)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 t--G
1 62 -Osw 0.097 n 2,53 2.82 0 0 0 0 0 0 0 0
4135-2fm 0,540 n 14.09 13.67 0 0 0 0 0 0 0 0
13A-flocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0
4B5-2fm 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0
t---.G
11 162 -Osw 0.097 e 2.53 2,82 95 80 201 224 0 0 0 0
4A5-2om 0.550 e 14.35 27.44 15 0 215 412 0 0 0 0
1 3A-4o 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0t-D 11 DO 0,390 e 10.18 1227 0 0 0 0 0 0 0 0
128-Osw
4A5-tom
0.097
0.550
s
S
Z53
1435
2.82
13,54
117
0
117
0
296
0
330
0
0
0
0
0
0
0
0
0
465-2fm 0.540 s 14.09 13.67 0 0 0 0 0 0 0 0
W 13A-floes 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0
T---G
12B-Osw 0.097 w 2-53 2.82 0 0 0 0 0 0 0 0
4A5-2om
13A-flocs
0,550
OA43
w
w
14-15
333
27.44
2,90
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5-2om 0550 w 14,35 27.44 0 0 0 0 0 0 0 0
R
L--D
4A5-2omd
12C-Osw
0.580
0,091
w 15.14
2.38
21.44
izi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11DO
16B-30ad
0.390
0.032
n 10.18
0S4
12.27
1.76
0
128
0
128
0
107
0
225
0
102
0
102
0
85
0
180C
F 19A-Obscp 0295 2,89 2.04 0 0 0 0 0 0 0 0
F lgc-lgcscp 0,049 0.44 031 102 102 45 32 0 0 0 0
F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 17 7
Envelope loss/gain 865 1239 85 173
12 a) Infiltration 397 146 0 0
b) Room ventilation 1 0 of 1
0 0
13 Internal gains: 0ocupants @ 230 1 230 0 0
Applianoesiother 0 0
Subtotal (lines 6 to 13) 1262 1615 85 173
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 8 1 85 173
14 Subtotal 1270 1632 0 0
15 Duct loads 131/. 33%1 165 533 13 %1 1 0 0
Total room load 14351 2165 1 0 0
Air required (cfm) 0 101 0 01
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Feb-27 14:0240
Right-Sute6 Universal 2018 18.0.11 RSU25029 Page 10
ante A LHG - N\Lot 034 SLMance A LHG - N.r4p Calc = MJ8 House faces: N
u mw unovn exuamStatic x Friction Rate Job: m
02127/2018 `-
Entire House By: LFm|/Mc/AT/Mo
One Stop Cooling and Heating
7225 Sandscove Court,Winter Park, FL32792 Phone: (407) 629 -6920 Fax:(407)629-9307 Web: wwwOneStopCooling.00m License: CA=2444
For: Park Square Homes
3808SakmamhLoop, Sanford, FL Heating
Cooling inH2D)
inH2O) External
static pressure 0.50 0.50 Pressure
losses OuU
O O Heat
exchanger O 0 Supp|
ydi8baors 0.03 0.03 Return
grilles 0.83 0.03 Filter
0.10 OJU Humidifier
O O Balancing
damper U O Other
device 0 0 Available
static pressure 0.34 0.34 Supply
Return ft)
ft) Measured
length ofmn'out 16 0 Measured
length of trunk 33 12 Equivalent
length cdfittings 145 45 Total
length 194 57 Total *
0ectivalength 250 Friction.
Rate, Heating
Cooling in11O0t)
im1U0N Supply
Ducts 0.138 UK 0.136 OK Return
Ducts 0.136 OK 0.130 OK Supply
4X--35.11A=20.11G=5.11A=20.118--5.11M=2U.11(]--5.1A~35:Total EL=145 wrightsoft,
ev`o+~b-u /4o2:4 nw
au Ou^myuommu.xmauusocy p e,
Duct System Summary Job: Lot 034 Sundance A LH G
wrightsoft* Date: 02/27/2018
Entire House By. LFRUMCATMC
One Stop Cooling and Heating
7225Sardscove Coot, Wirter Park, FL32792 Phone:(407) 629- 6920 Fax (407) 629 -9307 Web: ~u0neSIOPCO01ing.com License: CAC032444
For: Park Square Homes
3908 Saltmarsh Loop, 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
0.263 /0.077 in H2O
0.136 in/1 00ft
0 cfm
250
Cooling
0.50 in H2O
0.16 in H2O
0,34 in H2O
0.263 /0.077 in H2O
0.136 in/100ft
1160 cfm
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Eqv
Ln (ft) Trunk
BED2 c 1813 0 85 0.141 6,0 Ox 0 AFx 41.5 145.0 st4
BED3 c 2165 0 101 0150 7.0 Ox 0 AFx 34,8 140.0 st4
BED4 c 1092 0 51 0.175 6.0 Ox 0 AFx 25.0 125.0 st3
9TH c 193 0 9 0.176 4.0 OX0 AFx 29.0 120.0 st3
DIN c 4508 0 211 0.140 8.0 OX0 AFx 48.3 140,0 st2
GATH c 4478 0 210 0.146 8.0 OX0 AFx 39.8 140.0 st2
KIT c 2797 0 131 0.146 7.0 Ox 0 AFx 40.3 140.0 st2
LDRY c 1251 0 59 0.168 5.0 Ox 0 AFx 364 120.0 st3
MBED c 3813 0 179 0.163 8.0 OX0 AFx 36.7 125.0 st3
MSTH c 625 0 29 0.168 4.0 Ox 0 AFx 31.1 125.0 st3
MToI c 579 0 27 0.168 4,0 Ox 0 AFx 36.1 120.0 st3
MWIC c 574 0 27 0.168 4.O OX0 AFx 31.9 125.0 st3
POW c 228 0 11 0.148 4.0 Ox 0 AFx 42.3 135.0 st2
WIC2 c 637 0 30 0.136 4.0 Ox 0 AFx 48.6 145.0 st4
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st4 PeakAVF 0 216 0.136 490 9.0 0 x 0 VinIFIx st3
sti PeakAVF 0 1160 0.136 656 18.0 0 x 0 VinlFlx
st2 PeakAVF 0 563 0,140 717 12.0 0 x 0 VinlFlx SO
st3 PeakAVF 0 597 0.136 559 14.0 0 x 0 VinlFlx SO
wrightsoft, 2018-Feb-27 14,,02:41
Rtgh-SuteOUnversaI2018 18,0.11 RSU25029 Page 1
AC ...ante A LHG - Nlot 034 SLMarre A LHG - Nnp Calc - MJ8 Horse faces: N
Return Brand :11)etajUT
Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) Cfm) Cfm) ft) FR fpm) in) in) Opening (in) Mal Trunk
rb2 OX0 0 236 50,3 0.153 534 9.0 Ox 0 AFx rt2
rbl OX0 0 924 56.8 0136 662 16.0 Ox 0 AFx rt2
Name
Trunk
Type
Htg
Cfm)
CIg
Cfm)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
rt2 PeakAVF 0 1160 0.136 656 18.0 0 x 0 VinIFIx
wrightsoft*
Rigll-SuteO lj"versal 20 ! 8 18.0.11 RSU25029
ace A LHG - N\Lot 034 Surdarce A LHG - N.rup Calc = MJ8 House faces N
2018-Feb-27 14:02:41
Page 2
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot 034 Sundance A LHG - N Builder Name:
Street: 3908 Saltmarsh Loop 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 attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls.
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
Garage separation Air sealing shall be provided between the garage and conditioned spac 9s.
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 extedor 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.
I ER V E
Job#: Lot 034 Sundance A LHG - N
Performed by LFRUMCAT for:
Park Square Homes
One Stop Cooling and Heating
7225 Sandscove Court
Winter Park, FL 32792
Phone: (407) 629 - 6920 Fax: (407) 629 - 9307
www.0neStopCbohg,com
Scale: 1 :57
Page 1
Comfort Builder by Wrightsolt
18.0.07 RSU30040
2018,1an-30 10:44:45
Sundance\SundanceALFG -M.rup
EF1 VTR
EF1 VTR
BEN 71106/"
9
51 cfm
1 OX6
10110
we
Level 2
10X10
X4
179 cfm
cfM
4" 1 OX1 0 RA
236 cfrn
UT '9
HALL 24X1 8 RA
8X4 1 nYR
924 cfm
9 cfm 59 cfm 1811
tow-
EF1 VTR LDRY
14 STR2
tUPPLY FLEX DIRECT
F; VA 1=1 TOAHU
12"
T- 14
85 cfm
10x10
1 OX6
EF1 = 50 CFM Fan
EF2 = 80 CFM Fan
EF3 = 110 CFM Fan
EFL1 = 50 CFM Fan
EFI-2 = 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
SRB = Small Reduction Box
LRB = Large Reduction Box
FBB = Field Built Box
Job #: Lot 034 Sundance A LHG - N
Performed by LF/RI/MC/AT for:
Park Square Homes
Sanford, FL
Sup R
WIC2 12
30 cfm
8X4
Zone Damper 1 - 12"
Zone Damper 2 - 12"
Bypass Damper - 10"
One Stop Cooling and Heating
7225 Sandscove Court
Winter Park, FL 32792
Phone: (407) 629 - 6920 Fax: (407) 629 - 9307
www.0neStopCbo1hg,com
Scale: 1 :57
Page 2
Comfort: Builder by W rightsoft
18.0.07 RSLJ30040
2018.\Jan-30 10:44:45
Sundance\Sundance A LHG - M.rup
fol
C rO Z 7?9
LV
Wt(-
KI
RFC01,1 D
DESCRIPTION AS FURNISHED: Lot 34, WYNDHAM PRESERVE, as recorded in Plot 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
LOT 49 LOT 50
AT 181904051" E
4O. 00
43. 1 X 43. IJ'
I LOT 34 1
Ok to construct single family home
with setbacks and impervious area
shown on plan. 39. S -t,,,
k-13() A, 6rL
16.7-
LANAI o 300.0'
r14 AC
13.3' ar,
LOT 35 -P C
LOT 33
PROPOSED RESIDENCE
1730 SUNDANCE - A
CT 2 CAR GARAGE LEFT
COV'D. CQ
ENTRY
9.0'
5.00'
SETBACKS AS FURNISHED
FRONT - 25
REAR 20'
SIDE 5' (40' LOT)
7.5' (60' LOT)
10 - (75' LOT)
SIDE STREET = 25' (60' & 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 = FINSHED SPOT GRADE ELEVATIONS
PER DRAINAGE PIAKIC
5.00'
1 I V
DRIVE - WALKj 42.8 7'
10' UTIL ESMT
P.G.
WALK V
N 89040'51 " E
40. 00'
SALTMARKS-z-7 LOOP
PRIVATE ROAD (50' RIW)
PLOT PLAN AREA CALCULATIONS
r
PROPOSED DRAINAGE FLOW
LOT GRADING TYPE A
PROPOSED F.F. PER PLANS = 30.5' QQ
PLOT PLAN ONLY
NOT A SURVEY
IUIAL LUI AHA 4,6410 ± SQUARE FEET FLATWORK
ON/OFF LOT = TOTAL t SQUARE FEET FLATWORK DRIVE
4031110- 513 t SQUARE FEET FOUNDATION/PAD 1,195 1 SQUARE FEET WALKS
721 200= 272 ± SQUARE FEET REAR PATIO 107 _+ SQUARE FEET Soo
2,8451 1JO = 2,975 1 SQUARE FEET FRONT PORCH
DECK 48,* SQUARE FEET POOL DECK
NIA + SQUARE FEET ONOTE., FRONT
SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT I NOT FIELD YER(FICO CRUSENHE_rER -
SCOTT & ASSOC, 1.1VC - LA-IVD SURVE)IURS I LEGCHD - LCGEND -
P PLAT
PJDI_ POINT 00 LINE F FIELD
TYP. m TYPICAL I.P.
2N PIPE PRz POINT or RCvcRUS.IT, I.R.ON C, ROD
CONCRETE
MONUMENT
PJCIC. RAO. POINTOF COPPI =TIRC RADIAL SET
LR,
Ila' 10L •/NLJI 4396 N.R. NON -RADIAL RE. RCCOVCRCD
wp WITNESS P4 C01POINTOFBEGINNINGGALLCALCULATEDIRTP.a,
c, m POINT OF COUNCHCEHENT P.Rn PERMANENT REFERENCE MONUMENT i CENTERLINC
rx , FINISHED FLOW ELEVATION NLO MAIL &
DISK 0,SL BUILDING SCT8ACK LINE R,w
R tCHT-CF-WAY SR RERCHHW CSHt m
EASEMENT D.B. DASE WARINO DRAIN. DRAINAGE
UTIL. UTILITY
CLFC, WD.
FCaCHAIN LINK FENCE WOOD FENCEC/o
CONCRETE BLOCK P.E.
POINT Of CURVATURE P.T.
POINT OF TANGCKY DESC. DESCRIPTION
A RADIUS
L a
ARC LENGTH D C
DELTACHURO C.D.
CHORD OCARING NORTH THIS
BUILDING\
PROPERTY DOES NOT UE WITHIN THE ESTABLISHED
100 YEAR FLOOD PLANE AS PER 'nR&4' ZONE 1XI
MAP
I 12117COOPO r (09-28-07) 5400 E.
COLONIAL DR. ORLANDO, FL. 32507 (407)-277-3232 FAX (407)-658- 1436 NOTES. I.
THE
uxomawo oors HEREBY CERTIFY THAT THIS SURVEY MEETS ME STANDARDS OF PRACTICE SET FORTH By THE FIoR(DA BOARD Or PROFESSIONAL SURVEYORS
AND MAPPERS IN CHAPTER $J—?7 FLORIDA ADMINISTRAnVE CODE PURSUANT TO SECT70N 472,027, FLORIDA STArurS 2. UNLESS
EMBOSSED WITH SURVEYORS SIONATuRr AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID, 3. THIS
SURVEY WAS PACPARED, FROM TITLE INFOR14ATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR CASEM&
M THAT AFFECT THIS PROPERTY, 4. NO
UNDERGROUND IWPROVEVEM HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, S, THIS
SURVEY 15 PREPARED MR THE sote BENEFIT OF IN= CERTIFIED TO AND SHOULD HOF OC REM UPON BY ANY OTHER ENTITY, 0, 0114FNMONS
SHOWN FOR THE LOC417ON OF IMPROVEMENTS HEREON SHOULD NOT Or USED TO RECONSTRUCT BOUNDARY LINES, 7 BEARINGS,
ARE RASED ASSUMED DATUM AND ON THE LINE SHOWN AS WE 8FARWO (RO) B. ELEVAMIS,
IF SHOW ARE BASED ON NATIONAL GrOOM VERTICAL DATUM OF 029, UNLESS OTHERWISE NOTED, B. CERTIFICATE
OF AUTHORIZATION No, 4SP0. I SCALE
I— I' - 20 1 DRAWN BY, ^" I I CERTIFIED BY.
ORDER Na. PLOT PLAN
02-23-2010 1098-18 REVISED PLOT
PLAN (GRADES) OJ-27-2018 TOM X.
GRUSENMErER P.L. C147114-11 COrr, JAMES
W. S R,,I, S 111 4
Filename: PARK SQUARE 8ORRENZO 2 U78SF
RL[OKD[OYY
LiBbting and Small Appliance/Laundry Circuits
Floor Area Sm&pp0o LaundNo Line Neutral
i 2 2 I
Lighting Summary Standard 3,527 3,527
Optional 4,506 3,527
IlanBeo & Ovens
Range No. 0o? Nameplate Line Neutral
I I 8000
3 0 0
3 0 U
Range/Oven Summary Standard 6,400 4,480
Optional 8,000 4,480
Dr3/era
Dryer No. No? Nameplate Line Neutral
I l 5000 --
2 O - --
3 O #
Dryer Summary Standard 5,000 3,500
Optional 5,000 3,500
Heatiog and Cooling' Actual Number 2
Name M? Pb No Amps Volts VA BP Line Neutral
1 M l I 14.0 240 3,360 O
I M l l 2.0 240 480 0
l M I I 5.0 240 1,200 0
I l I I 14 240 I 3,360 0
M I I I4.0 240 3,350 U
2 M I I 2.0 240 480 0
2 M, I l 5.0 240 1,208 0
2 l l I 14 240 I 3,360 0
Beat/Cool 8ommazl/ Standard 16,800 0
Optional I6,800 0
pixed Appliances: Actual Number = 6
Name M? Ph No Amps Volts VA HP Line Neutral
DISP l I 120 600 6U0 600
DISH I I 120 I200 1,200 1,200
MZC}lD I I 120 I200 1,200 1,200
WB I I 18.5 240 4,440 0
DBI POOL, I I 10 240 2,400 O
OPT POOL HEAT I l 31 240 7,440 0
Fixed Appliance Summary Standard I2,960 2,250
Optional 17,280 2,250
other Appliances: ActualNumber = O
Name y4? b o n Volts B 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
14 240
Heat/Cool Phase Amps Volts
1 14 240
Fixed Appl. Phase Amps Volts
0
Other Appl. Phase Amps Volts
0
Max Motor Summary
Standard Only 840 0
SUMMARY
Standard Line Neutral
Total Total - 45,527 13,757
Maximum Amperage = 190 57
Service Voltage = 240 Service Phase = 1
Optional Line Neutral
Total Total - 36,71413,757 Maximum
Amperage = 153 57 Service
Voltage = 240 Service Phase = 1
Lumber design values are inaccordance with ANS|/TP|1section G.3 These truss
designs rely on lumber values established by others. RE: P173OA-
Park 6o 8undonm+1730-A MiTekUSA, Inc. Pa Eu 0vd
Site Information: 8 '
Tu Q40,4J 5 Customer Info: PARK
S{lUAREHD/ES Project Name: P173UA/NOOPT Model: uumD qCE/uu-A Lot/Block: 34
Subdivision: VVYNOHAK4PRESERVE 4O Address: 3S0OGALTK4ARSHLOOP 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 O
Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code:
BC207/TP|
Design K4i7ck20/208.i Wind Code: ASC87-|0 Wind
Speed: 140mph Roof Load: 40.0psf Floor
Load: 55/3ps/ This package includes 36 individual,
dated Truss Design Drawings and 0 Additional Drawings. With myseal affixed hothis sheet, |
hereby certify that |amthe Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section
5 of the Florida Board of Professional Engineers Rules. This item has been electronically signed andoealed by
Albani, Thomas, PEusing aDigital Printed copies ufthis document are not considered signed and
sealed and the signature must be verified on any electronic copies u 4- x The truss druwing(s)
ro[6rcncodabove
havebeenprepared
hyK4iTck USA, Inc. under mydirect supervision based onthe parameters provided hyMid-
Florida Lum6crAcquisitions, Inc.. Truss Design Engineer's Name: A|bani.
Thonoaa Mylicense renewal date for the
state o[Florida io February 28,20l9. 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 ANSIITPI 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 property incorporate these designs into the overall
building design per ANSIfTPI 1, Chapter 2. Fcbruary2320|8 lbuoi,T6omuu |
of
RE: P1730A -Park Sq/Sundance-1730-A
Site Information:
Cuabome/|nfo PARKSOUAREHOMES : P1730A/NODPT Mode: SUNOANCE1730-A
Lot/Block: 34 Subdivision: VVYN[}HANPRESERVE 4O Address:
39O8SALTK8ARGHLOOP
Job _
W
Truss Truss Type
m
Qty Ply Park Sq! Sundance-1730-A
T73325036
P1130A
W _
At COMMON I2
Tmm
1
gC P.S&10 tin
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:10 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-1 jd9E36s3A8cyZtbS68TFE 1808ufXL3n8LMj6EziF5x
14).0 7-11-11 15-0-0 22-0-5 30-0-0
1.OA 7-ii-tt 7-0.5 7.0-5 7-11-11 tA-0
Scale = 1 53.5
4x4
it
4x4 =
4
3x4 = 3x4 = 3x4 = 4x4 =
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/dell L/d
TCLL 20.0 Plate Grip DOL 1_25 TC 0.74 Vert(LL) 0.40 8-10 905 240
TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.55 8-10 651 180
BCLL 0.0 Rep Stress Incr YES WS 0.51 Horz(CT) 0.06 6 rite n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.t
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1260/0-8-0, 6=1260/0-3-8
Max Horz 2=155(LC 12)
Max Uplift 2=396(LC 12), 6=-396(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown,
TOP CHORD 2-3=-2101/623, 3-4=-1914/644, 4-5=19141644, 5-6=-2101/623
BOT CHORD 2-10=594/1826, 8-10=-254/1198, 6-8- 455/1826
WEBS 4-8=319/776, 5-8=-465/352, 4-10=3191776, 3- 1 0=-465/352
PLATES GRIP
MT20 2441190
Weight: 137 lb FT = 20
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing.
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,Opsf, h=25ft; Cat. 11; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to
18-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=396, 6=-396.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on,pny lectronip copies.
IIThomas A 41b&ni PE-Eo-393 0
MI[ekUSA IrtcCert66
8904 Park Ea Ii L 336tA
February 23,2018
WARNING - Vorify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1-7473 rev. I"V2015 BEFORE USE.
Design valid for use only with MtT" connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Rawisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DS8-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
lilo"
TrussiTlTruss
TA'2
rruss Type iPly Pa Sq/ Sundance-1730-A
r2 T13325037
t iqnJgpilly
Mid-Flonda Lumber, Barlow, FL. 8,130 s Sep 15 2017 MiTek Industries. Inc. Fri Feb 23 13:14:11 2018 Page I
ID:3zzrE5595qHBqKdROwR6OYzkwee-V\iAXSP7UqUGTZjSnOpfinSaNsXFKG16wM?6GfgziF5w
1-0-0 6-9-4 13-0-0 17-0-0 23-2-12 30-0-0 Z
1 6-9-A 4212 212 1:6:67
Scale = 1 52.1
4x8
5 4x4
I
13 - 11 10 9
4x4
1.5X4 11 3x4 = 3x8 = 1,5X4 11 4x4
3x4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildef! L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC 0.50 Vert(I-L) -0.10 11 >999 240 MT20 2441190
TCDIL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.21 11-13 >999 180
BCLL 0,0 Rep Stress Incr YES WB 0.65 Horz(CT) -0,09 2 n1a n/a
BCDL 10,0 Code FBC2017frPI2014 Matrix -MS Weight: 157 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 7=1260/0-3-8,2=1260/0-8-0
Max Horz 7=136(1-C 13)
Max Uplift 7=-380(LC 13),2=380(1-C 12)
FORCES. (lb) - Max, Comp./Max, Ten, - All forces 250 (lb) or less except when shown.
TOP CHORD 5-6-1611/587, 6-7--2223/709,4-5=-1363/585,2-3=22231709, 3-4=-1610/587
BOT CHORD 2-13=-55211926, 11-13=-552/1926, 10-11=-31111362, 9-10=-579/1925,7-9--579/1925 WEBS 6-9=
01287,6-10--6511349,5-10=-119/420, 4-11=-132/419,3-11=-652/350.3-13=0/288 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 8; Encl., GCpi=0,18, MWFRS (
envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(l) 2-0-0 to 1340 0, Extenor(2) 13-0-0 to 17-0-0, Interior(
l) 21-2-15 to 31-0-0 zone,C-C for members and forces & MViJFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3)
Provide adequate drainage
to prevent water pending. 4) This truss has
been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5) * This truss has
been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members. 6) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 7=380,2-380.
This item has been electronically signed and sealed
by Albani, Thomas,
PE using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and
the signature must be verified
on,any ,electronic copies.
699I pij*O' 'd"
T #Ft;aiiii February 23,2018WARNING -
Verify datsign parameters
and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 116111-7473 rev. 1"312015 BEFORE USE, Design valid for use
only with MiTekllr connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before
use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated
is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for
stability and to prevent collapse with possible personal injury and property damage. Foi-garteral guidance regarding the I faw fabrication, storage, delivery, erection
and bracing of trusses and truss systems, see ANSIrTPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, safety Information available from
Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandna, VA 22314. Tampa, FL 36610
Job T uss Truss Type Oty Ply Park Sq/ Sundance-1730-A
T13325038
P1730A A3 HIP j2 1
ob Referprigiii o lion IW_ _
Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:12 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-z6kvfl86boOKBt 1 za WAxKf7a3xbf?Hj4bfrpB6ziF 5v
1-0 5.9-4 .. 11-0-0 15-0-0 19-0-024-2.12 30-0-0 0
5 94 5-2.72 4-0 0 4-0-0 5 2-12 5-9 4 1 0A Scale =
1,52.1 4x4 =
3x4 =
5
4x4 =
14
13 _ __ -_ 11 10 3x4
r 1.
5x4 11 3x4 =
3x8 = 1,5z4 II 3x4 J 3x8
11 _________........ .-...
19-0-0 , 2A-2 _t2 ._ I LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.35 Verl(LL) 0,15 11-13 999 240 TCDL
10.0 Lumber DOL 1.25 BC 0.66 Verl(CT) 0.31 11-13 999 180 BCLL
0.0 Rep Stress Incr YES WS 0.37 HOrzfCT) 0.09 8 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No-2 WEBS
2x4 SP No.3 REACTIONS. (
lb/size) 2=1260/0-3-8, 8=126010-3-8 Max
Horz 2=117(LC 17) Max
Uplift 2=-360(LC 12), 8= 360(LC 13) PLATES
GRIP MT20
244/190 Weight:
157 lb FT = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins. BOT
CHORD Rigid ceiling directly applied or 7-7-12 oc bracing. FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=-22631743, 3-4=-1777/635, 4-5=-1530/621, 5-6=-1530/621, 6-7=-1777/635, 7-
8=-2263f743 BOT
CHORD 2-14=-584/1970, 13-14=-58411970, 11-13=-416/1616, 10.11=-59211970, 8-10=-592/1970 WEBS 3-13=
519/294, 4-13=-142/509, 5-13=-259/145, 5-11=259/144, 6-11=-142/509, 7-11=-5191295
NOTES- 1) Unbalanced
roof
live loads have been considered for this design. 2) Wind: ASCE
7-10, Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=25ft; Cat. II; Exp B; End., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Extenor(2) 11-0-0 to 23-2-15,
Interior(1) 23-2-15 to 31-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.
60 3) Provide adequate
drainage to prevent water ponding. 4) This truss
has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss
has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members, with BCDL = 10,Opsf. 6) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=360, 8=
360. WARNING - Verify design
parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/0312015 BEFORE USE. Design valid for
use only with MiTeklf connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system_
Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing
indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required
for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery.
erection and bracing of trusses and truss systems, see ANSIrrPit Quality Criteria, OSB-89 and SCSI Building Component Safety Information available
from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, This item has
been electronically signed and
sealed by Albani,
Thomas, PE using a Digital
Signature. Printed copies of
this document are not
considered signed and sealed
and the signature must be
verified on,any electronic
codes. Thomas A Albion€,
PE-Na.383 D Mi',ekkUSA inr
Cart 6 6904 P8rk"'4'
E 4yd fans Ft 3361/t February 23,2018
M61E. .''. 6904 Parke
East
Blvd. Tampa. FL 36610
Job
LPI 730A A4A4
TrusT'u --
TPSS
Type
HI
oty ,—Yll ParkSq/ Su—ndanoe- 1 7-30--A---
L.Rf,
T13 325039
reng -q-(Qp Lio-nALt__.
Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 1314 13 2018 Page 1
ID:3z7.rE5595qHBqKdROwR6OYzkwee-RIIHt58kM5XBp1cA7EiA"fl2LvSkm7DqJbNj7ziF5u
1 -0-01_ 4-9-4 9-0-0 + 5-0-0 1 -0-0 2-L2 30-070
4-94 4-2-12 06-0 6-0-0 4-2-12 4-9-4 1-0
Scale = 1 521
I
4x8
4
4X8
21 5 22 6
13 11 10
04 =
3x4 3x4 =
3x8 3x4 = 4x4
LOADING (psf) SPACING- 2-11-0 CSI. DEFL, in (loc) I/clefl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Verl(LL) -0.16 10-19 >999 240
TCDL 10.0 Lumber DOL 1.25 BC 0,81 Verl(CT) -035 10-19 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.09 8 n/a n1a
BCDL 10.0 Code FBC2017fVPI2014 Matrix -MS
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No3
REACTIONS. (lb/size) 2=1260/0-3-8,8=1260/0-3-8
Max Horz 2=-97(1-C 13)
Max Uplift 2-338(LC 12), 8=-338(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-22481797,3-4=19511683,4-5=-2021/766,5-6=20211766, 6-7=-19511683,
7-8=-2248f797
BOTCHORD 2-13=-64111986,11-13=-445/1696, 10-11=-453/1696, 8-10=-649/1986
WEBS 3-13=-340/245,4-13=-69/411, 4-1 1=-227/503,5-1 1=-414/252,6-11 1=-2271503,
6-10=-69/411, 7-10=-340/246
PLATES GRIP
MT20 244/190
Weight: 150 lb FT = 20%
Structural wood sheathing directly applied or 3-6-15 oc purlins.
Rigid ceiling directly applied or 7-4-0 oc bracing.
NOTES-
11 Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psif; BCDL=3.Opsf, h=25ft, Cat. 11, Exp 8, Encl.,
GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 9-0-0, Extenor(2) 9-0-0 to
25-4-11, Intenor(l) 25-4-11 to 31-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load noncorcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=338,8=338,
AQ, WARNING - Verity design inuarn.1—nd READ NOTES ON THIS AND INCLUDED UITEK REFERENCE PAGE Affl,7473 m,. 10/0312016 BEFORE USE.
Design valid for use Only With MiTekficonnectors. This design Is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or Chord members only. Additional temporary and permanent bracing
is always required to, 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 ANSIrTPII Quality Criteria, DSEI-119 and BCSI Building Component
Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandra. VA 22314.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
9n,poy,Q,llBctronic copies.
Thomas'k-Albainiff-N6,393 0
554F7rl
February 23,2018
I "
Iret
6904 Park* Fast Blvd,
Tampa, FL 36610
tob Truss
R1730A Aft
4
Truss Type ------ Qry Ply Park Sq!_ Sundance-1730-A
R f r nc ti n I
T13325040
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc.
I D:3zzrE5595gHBgKd ROwR6OYzkwee-vUsf4R9M7Pf2QBBMhxDPP4CoFIEcT6BM3zKwF?ziF5t
Fri Feb 23 13:14:14 2018 Page 1
14-0. 3-9-4
1-0-0 3-9-4
7-M 12-4-9
3-2-12^
mm
51-49
17-7-7 23-0-Q 26-2-t2
r w3-2-12
30-0-0 t-0-0
3-9-4 7.0.0
Scale = 1:52.1
8x10 MT20HS =
8x10 MT20HS =
3x4 = 1.5x4 II
n f ` 4 20 21 5 22 23 24 6 25 26
15 _. __ 14 __ .- -- - W -- -- 11
08 =
3x4 =
5x8 MT20HS =
400 = 3x4 =
4x8
3x8 =
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88
TCDL 10.0 Lumber DOL 1.25 BC 0.82
BCLL 0.0 Rep Stress Incr NO WS 0.69
BCDL 10.0 Code FBC2017tTP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No,2 `Except"
4-7: 2x4 SP DSS
BOT CHORD 2x6 SP No.1
WEBS 2x4 SP No.3
REACTIONS, (lb/size) 2=252510-3-8, 9=2524/0-3-8
Max Harz 2=78(1_C 28)
Max Uplift 2=-1140(LC 8), 9=-1140(LC 9)
DEFL, in (loc) Udefl L/d PLATES GRIP
Vert(LL) 0.37 12-14 >978 240 MT20 244/190
Vert(CT) -0.57 12-14 >631 180 MT20HS 187/143
Horz(CT) OA4 9 n/a n/a
Weight: 176 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-8-8 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-5180/2387, 3-4=-4994/2355, 4-5=-5957/2871, 5-6=-5945/2864, 6-7=-5945/2864,
7-8-4996/2356, 8-9=-5181/2387
BOT CHORD 2-15=-2138/4605, 14-15=-2078t4471, 12-14=-281015957. 11-12=-2033l4473,
9-11=-2072/4606
WEBS 4-15=-243/793, 4-14=-916/1815, 5-14=695/489, 6.12=-677/480, 7-12=-905/1798,
7-11=-247/798
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf, h=25ft, Cat. II; 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 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($) except (jt=1b)
2=1140,9=1140,
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 254 lb up at
7-0-0, 123 lb down and 142 lb up at 9-0-12, 123 lb down and 142 lb up at 11-0-12, 123 lb down and 142 lb up at 13-0-12, 123 lb
down and 142 lb up at 15-0-0, 123 lb down and 142 lb up at 16-11-4, 123 lb down and 142 lb up at 18-11-4, and 123 lb down and
142 lb up at 20-114, and 219 lb down and 254 lb up at 23-0-0 on top chord, and 417 lb down and 213 lb up at 7-0-0, 89 lb down
and 28 Ib up at 9-0-12, 89 Ib down and 28 Ib up at 11-0-12, 89 Ib down and 28 Ib up at 13-0-12, 891b down and 28 Ib up at 15-0-0,
89 Ib down and 28 Ib up at 16-11-4, 89 Ib down and 28 Ib up at 18-11-4, and 89 Ib down and 28 Ib up at 20-11-4, and 417 lb down
and 213 Ib up at 22-114on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD
CASE(S) Standard WARNfNG -
Verity dasign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1016312015 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 or design parameters and property incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncalion,
storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPit Quality Cntana, DSB-a9 and BCSI Building Component Safety
Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified On,
pny tieClronlc Copies. ThomAA
AlbatirPEltte.393 n k1
a% 1)SA If)e. Cett 86 6894Park
E fBfvd.%a FL33610 February
23,2018 1N1RA
6904
Parke East Blvd, Tampa,
FL 36610
FP17301---'
Truss Truss Type Qry Ply Rark Sq! Sundance-1730-AT13325040
A5 HIR 1 1 Mid -Florida
Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Feb 23 13:14:14 2018 Page 2 _ I D:
3zzrE5595gHBgKdRQwR6QYzkwee-vUsf4R9M7Pf2QBBMhxDPP4CoF1EcT6BM3zKwF?ziF 5t 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, 7-10=-60, 2-9=-20 Concentrated Loads (
lb) Vert: 4=-
172(F) 7=-172(F) 15-417(F) 11=-417(F) 20=-123(F) 21=-123(F) 22-123(F) 23=-123(F) 24= 123(F) 25=-123(F) 26=-123(F) 27=-70(F) 28=-70(F) 29=70(
F) 30=-70(F) 31=-70(F) 32=70(F) 33=-70(17) A WARNING •
Verity design paameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIf-7473 rev. 10/0312015 BEFORE USE. Design valid
for use only with MiTek& connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I` is always
required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage,
delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information
available from Truss Plate Instaule, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa.. FL 36610
TJobTrussss
P,::730A
Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fit Feb 23 13:14 15 2018 Page 1
ID:3zzrE5595qHBqKdROwR6OYzkwee-Nh42HnA-uinv2LmYFfkeyll4h9YaCbZVvHd4UoRziF5s
1 _M1 4-9-4 9-0-0 13-6-0
I 18-0.0 1 M-0 24-5-12____+_ 30-0-0
1-0-0, 4-9-4 4-2-12 4.6.0 4-6-0 1-6-0 4-11-12 5-6-4
Scale = 1 53.0
l
4x4 =
4X4 II
4x4 = 7
13 12
4x4 =
3x8 = 5X8 ==
3x4 =
3X4
1-8 12
LOADING (psf) SPACING- 2-0-0
TCLIL 20.0 Plate Grip DOL 1.25 C0.39 TCDL
10,0 Lumber DOL 1.25 6C 0.90 BCLL
0.0 Rep Stress Incr YES 049 BCDL
10.0 Code FBC2017rrPI2014 Matrix-MS LUMBER-
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 REACTIONS. (
lb/size) 9=126010-3-8, 2=126010-8-0 Max
Horz 9= 111 (LC 13) Max
Uplift 9=-355(LC 13), 2=-442(LC 12) DEFL.
in (loc) I/defI L/d PLATES GRIP Vert(
LL) -0.15 12-13 >999 240 MT20 244/190 Verl(
CT) -0.37 12-13 >981 180 Horz(
CT) -0.09 2 n/a n/a Weight:
156 lb FT = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, BOT
CHORD Rigid ceiling directly applied or 7-4-15 oc bracing. FORCES. (
lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 7-8=-22001772, 8-9=22641710, 6-7=-2122/766, 4-5=-1708/643, 5-6-1910/685, 2-3=
2254/797, 3-4=-1955/671 BOT CHORD
2-13=-632/1991, 12-13=-520/1960,11-12=-366/1559, 9-11 =-54611974 WEBS 8-
11 =-314/245, 7-11 =-2801554, 7-12=-469/1288, 6-12-1042/405, 5-13=-366/198, 4-13=-
154/614, 3-13=-344/243 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. III Exp B, Encl., GCpi=0.18 '
MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 12.0-0,
Interior(l) 18-0-0 to 31-0-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate
drainage to prevent water ponding. 4) This truss
has been designed for a 10.0 psf bottom chord live load nonconcuFrent 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 at=lb) 9=355,2=
442, A WARNING - Vienitv
design p—rin.fr. and READ NOTES ON IWIS AND INCLUDED MITEK REFERENCE PAGE UJIJ473 rev. 1010312015 BEFORE USE. Design valid for
use only with MiTekile 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 prop" incorporate this design into the overall building design. Bracing
indicated is to prevent buckling of individual truss web andior chord members only. Additional temporary and permanent bracing is always required
for stability and to prevent collapse With possible personal injury and property damage. For general guidance regarding the fabncabon . storage, delivery,
erection and bracing of trusses and truss systems, see ANSIfTPIl Quality Criteria, DS849 and SCSI Building Component Safety Information available
from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandria, VA 22314, This item has
been electronically signed and
sealed by Albani,
Thomas, PE using a Digital
Signature. Printed copies of
this document are not
considered signed and sealed
and the signature must be
verified on,poy electronic
cop jes. Thomas'A, AIb;jniPEN6 33 0 a M 3904Pifjliftr '
a: ' V f 161y 59February23,2018
Irlow, 6904 Parke
East
Blvd. Tampa, FL 36610
Job Truss Truss Type Oty Ply Park Sqt Sundance-1730-A
T13325042
P1730A A7 SPECIAL 1 1
4 P pt !1
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Feb 23 13:14:16 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-rt_OV6BcfOvmgUKlpMFtUVHGRYvVxOkfWHp1 KtziF5r
p9`M
1-"
5-6-4
5.6.4
t0-6-0 —
T -
134A_____..__4-0
4-11-12 2-1M
25.10-12
4-6-0 4-6.0 3-6-12 4-14 1.0.0
Scale = 1.530
3x4
3x4 =
06 II
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32
TCDL 10.0 Lumber DOL 1.25 BC 0.85
BCLL 0.0 Rep Stress Incr YES W3 0.62
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS
LLIMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. lb/size) 2=1260/0-3-8, 9=1260/0-8-0
Max Horz 2=111(LC 12)
Max Uplift 2= 355(LC 12), 9=-442(LC 13)
13
5x8 T
4x4
3x8 =
DEFL. in (loc) I/deft L/d
Vert(LL) -0.17 11-13 >999 240
Vert(CT) -0.41 11-13 >880 180
Horz(CT) 0.09 9 n/a n/a
3x4 =
PLATES GRIP
MT20 244/190
Weight: 152 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc pudins.
BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2244/717, 3-4=-2116/731, 4-5=-2655/944, 5-6=-2304/791, 6-7=-1814/667,
7-8=-2054/702,8-9=-2293/804
BOT CHORD 2-14=-546/1971, 13-14=-36311550, 11-13--636/2234, 9-11=-645/2025
WEBS 3-14=-314/240, 4-14=-221/504, 4-13=-596/1638, 5-13=-1339/525, 6-11=-5631234, 7-11=-176/
675, 8-11=-270/199 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-6-0, Exterior(2) 10-6-0 to 25-4-0,
Interior(1) 25-4-0 to 31-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate
drainage to prevent water ponding. 4) This truss
has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss
has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members. 6) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=355, 9=
442. WARNING • Verify design
parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111•7473 rev. 1010312015 BEFORE USE. Design valid for
use only with MiTeke connectors. Tnis design is based only upon parameters shown, and is for an individual building component, not a truss system.
Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing
indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required
for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery,
erection and bracing of trusses and truss systems, see ANSUTPi1 Quality Criteria, DSB-89 and BCSI Building Component safety Information available
from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. This item has
been electronically signed and
sealed by Albani,
Thomas, PE using a Digital
Signature. Printed copies of
this document are not
considered signed and sealed
and the signature must be
verified gnarly lectroniC co
es. Tlxamas A Alb
a1 PE•Nd @3 tst9i'ati i
SA l c.= Cart && K-'.-, 889C Park1 Et'Blvd. a 3381R D te4 February
23,2018
t .:: 6904 Parke
East
Blvd. Tampa,. FL 36610
Job Tn ss Truss Type Oty PyParrikq]LIndance-17"-AT13325044P1730AA8SPECIAL1-
loRt
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:17 2018 Page 1
ID:3zzrE5595gHBgKd ROwR6OYzkwee-K3YoiSBFPKI dHevxM4m61 jgHPyGkgPBplxZasKziFSq
10-6-0 15.4.0 19-,11-12 24-4-0 26-10-12 30-0-0 t-0-0
5-6-4 .. 4-41.12 4-10-0 —` 4-7-12 4-4-4 2-Fi-12 3-1-4 1-0
Scale = 1 53D
4x4 II
16 15 13 12 __ -" II
4x5 = 2x4 II 4x10 = 5x8 MT20HS = 8x8 = 64 = 300
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1,25 TC 0.95
TCDL 10.0 Lumber DOL 1,25 BC 0.79
BCLL 0.0 Rep Stress Incr NO WEI 0.87
BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
5-7: 2x4 SP No.1
BOT CHORD 2x6 SP No.i 'Except'
9-14: 2x6 SP DSS
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1746/0-3-8, 9=259410-8-0
Max Horz 2=111(LC 12)
Max Uplift 2--588(LC 8), 9=-10771LC 9)
2x4 II
DEFL, in (loc) Itdefl L/d
Vert(LL) 0.34 12-13 >999 240
Vert(CT) -0.60 12-13 >598 180
Horz(CT) 0.12 9 ma n/a
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 178 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 5-5-11 oc bracing.
WEBS 1 Row at midpt 5-15
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3407/1120, 3-4=-2955/1097, 4-5=-2943/1071, 5-6=-6424/2620, 6-7=-6424/2620,
7-8=-5351/2242,8-9=-5441/2274
BOT CHORD 2-16=-1015/2999, 15-16=-1015/2999, 13-15=-2095/5795, 12-13=-2090/5792,
11-12=-1874/4725, 9-11=-1957/4814
WEBS 3-15=-491/265, 4-15=-825/2276, 5-15=-3716/1554, 7-11=-328/896, 6-12=-3061209, 5-12=-
769/874, 7-12=-712/2021 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 20.0psf 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. 7) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=588,
9=1077. 8) Hanger(
s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down and 115 lb up at 22-11-
4, and 155 Ib down and 160 lb up at 24-4-0 on top chord, and 1285 lb down and 552 lb up at 21-1-8, and 64 lb down and 24 lb up
at 22-11-4, and 299 lb down and 153 lb up at 24-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility
of others. 9) In
the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(
S) Standard 1) Dead +
Roof Live (balanced): Lumber Increase=115, Plate Increase=1.25 Uniform Loads (
plf) Vert: 1-
4=-60, 4-5=-60, 5-7=-60. 7-10=-60, 2-9=-20 WARNINO - Verify
design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIb7473 rev. 10/03/2015 BEFORE USE. Design valid
for use only with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss
system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always
required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage,
delivery,. erection and bracing of trusses and miss systems, see ANSIrrPI1 Quality Citteria, DS849 and BCSI Building Component Safety Information
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. This item
has been electronically signed
and sealed by
Albani, Thomas, PE using a
Digital Signature. Printed copies
of this document are
not Considered signed and
sealed and the signature must
be verified on ,pry
electronic co a.393
pies. T¢ rnasAAjbarnPEt4Mtalf,
11SA, Ins< 'Carl 66 , -_r... B904Park>#
sF61yd.
Ta L39&1 February 23,
2018 m .. 6904
Parke
East Blvd. Tampa, FL
36610
lab
P, 730A
TrussType
SPECIAL 17 T13325043
JAB
Mid -Florida Lumber, Bartow, FL. 8,130 s Sep 15 2017 MiTek Industries, Inc, Fri Feb 23
ID:3z,zrE5595qHBqKdROwR6OYzkwee-K3YoiSBFPK1dHevxM4m61jqHPyGkgPBplxzasKziF5q
13:14A7 2018 Page 2
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 7=98fl 1 1=-299(F) 21 86(F) 22=1285(1`) 23=-53(F)
A WARNING- Varifydesign prare.r.and READ NOTES ON THIS AND INCLUDED UITEK REFERENCE PAGE MII.7473rav, 101031201-5BEFORE USE. Design
valid for use Only With MlTelk(lf) connectors. This design is based only upon parameters shown, and is for an individual building component, not a
buss SSsystem, Before use. the building designer must venty the applicability of design parameters and property incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual tress web and/or chord members only. Additional temporary and permanent bracing is
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss Systems, See ANSIrrPI1 Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd, Safety
Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL WIO
b Truss
POI
Truss Type Ory Ply Pa k Sq! Sundance-1730-A
T13325044
730A B1 COMMON t 1
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 t 3:14:18 2018 Page 1
I D:3zzrE5595gHBgKdROwR6OYzkwee-oF6AwaCtAe9UvoU7wnHLawNbnMg 1 P l ?yzbl8OmziF5p
1-0-0 " 4 10-6.0
1-0-0 4-11-12 5-6-4 1-"
Scale = 1:38.1
4x4 =
I
3x4 = 3x4 = 3x4
3x4 = 3x4 =
LOADING (psi) SPACING- 2-0-0 CSL
TCLL 20.0 Plate Grip DOL 1.25 TC O.33
TCDL 10,0 Lumber DOL 1.25 BC 0.53
BCLL 0.0 Rep Stress Incr YES WB 0,19
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=900/0-8-0, 6=90010-8-0
Max Horz 2=111(LC 12)
Max Uplift 2=-286(LC 12), 6=-286(LC 13)
FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1451/448, 3-4=-1302/450, 4-5=-1302/450, 5-6=-1451/448
BOT CHORD 2-10=-412/1264, 8-10=174/836, 6-8=-329/1264
WEBS 4-8=-204/501, 5-8=-3231243, 4-10=-204/501, 3-10=-3231243
Im
d
DEFL. in loc) I/deft L/d PLATES GRIP
Vert(LL) -0.06 8-16 >999 240 MT20 244/190
Vert(CT) -0.15 8-16 >999 180
Horz(CT) 0.04 6 n/a n/a
Weight: 97 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-1-1 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design,
2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=25ft; Cat. ll; Exp B; Encl.,
GCpi=0,18, MWFRS (envelope) gable end zone and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 10-&0, Exterior(2) 10-6-0 to
13-6-0 zone:C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=L60
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 20.0psf 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.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Ot=lb)
2=286, 6=286,
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on,any electronic copies.
ThomaS Albjrl7PE Nb.383 01
10 fek USA'I1c 'Cart 66
69i14 Pa4igi'EWd sP F SBtG
February 23,2018
A&WARNING- Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/F7477 rev, 10/03/2015 BEFORE USE.
Design valid for use only with MiTek(li) 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 venty 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 K ldfxf is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the [,i6
fabrication, storage, delivery, erection and bracing of trusses and miss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd,
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610
Do Q Ply Park Sq, Sundncei,l 730-A
r1b
Truss Truss Type55
T13325045
P, Hip 17301a2 . .........
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fit Feb 23 13:14 19 2018 Page 1
ID:3zzrE5595qHBqKdROwR6OYzkwee-GSfY78DVxxHLXy3KUVoa68vkKm-b8UN5CF2hxCziF5o
1 -M 4-94 12-0-0 16-2-12 21-0-0 22-"
Scale = 1 37,5
4x8
4X4
ch
4
4x4 = 5X5 = 3X8 = 04
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIPS
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -015 9-16 >999 240 MT20 244/190
TCDL 10.0 Lumber 001- 1,25 BC 0.70 Vert(CT) -0.32 9-16 >780 180
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.04 7 n/a ri/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS
PLATES
104 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-1 OC purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=900/0-8-0,7=900/0-8-0
Max Herz 2=97(LC 12)
Max Uplift 2=-274(LC 12), 7=274(!_C. 13)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=1462/541, 3-4=1156/427, 4-5=-974/424, 5-6=-1149/424, 6-7=-1461/541
BOT CHORD 2-10=-413/1288, 9-10=-213/971, 7-9=-421/1288
WEBS 3- 1 0=-361/246, 4-1 0=-87/317, 5-9-81/321, 6-9=-365/249
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=25ft, Cat III Exp B, End_
GCpi=O, 18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 9-0-0, Extenor(2) 9-0-0 to
12-0-0, Inlenor(l) 16-4-11 to 22-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water pending.
41 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 Whom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
2=274,7=274, This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on,arly electronic copies, or1rT"mas"kAib4'niPENo'3" 0
0ek u Cart 6 February
23,2018 WARNING -
Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 nsv. 1010312015 BEFORE USE. Design
valid for use only with MiT61,40 connectors, This design IS based only upon parameters shown, and is for an Individual building component, not a
truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Raw, fabrication,
storage, delivery, erection and bracing of trusses and truss systems. See ANSlrTPl1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 parka East Blvd. safety
Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314, Tampa, FL 36610
Job Tnass Truss Type Ory Ply Park Sqt Sundance-1730-A
T13325046
P1730A 62A HIP 1 1
doh ElgfgySjgPti n _ __
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc, Fn Feb 23 13:14:20 2018 Page i
I D:3zzrE5595gHBgKdROwR6OYzkwee-keDxLUE7iFPB86e W2CKpfLSvs9lmtxZFRvnETfziF5n
10-0 4-94 9-0-0 12-0-0 16-2-12
2-12
2L0-0
4 _._.. ...)____._._....._3-0- 4-2.12 ____.. .... 4-9-4
Scale = 1:36.0
4x4
4x8 =
I
4x4 = 3x8 = 4x4 =
3x4 = 4x4 =
LOADING (psf) SPACING- 2-0-0T-BC I. DEFL.
m
in (loc) Itdefl L/d PLATES GRIP
Y
TCLL 20.0 Plate Grip DOL 1.25 0.49 Vert(LL) -0.15 8-13 >999 240 MT20 2441190
TCDL 10.0 Lumber QOL L25 0.71 Vert(CT) -0.33 8-13 >769 180
BCLL 0.0 Rep Stress Incr YES WB 0,19 Horz(CT) 0.04 7 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 102 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5.1 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 7=839/Mechanical, 2=90110-3-8 Max Horz 2=
107(LC 12) Max Uplift 7=-
243(LC 13), 2=-274(LC 12) FORCES, (lb) - Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-
3=1464/550, 3-4=-11521433, 4-5=-977/432, 5-6=-1154/435, 6-7=-1471 /546 BOT CHORD 2-10=
45311290, 8-10=238/978, 7-8=-440/1298 WEBS 3.10=365/
248, 4-10=-81/321, 5-8=-89/323, 6-8=-373/253 NOTES- 1) Unbalanced roof
live
loads have been considered for this design. 2) Wind: ASCE 7-
10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft, Cat. 11, Exp B; Encl., GCpi=0.18, MWFRS (
envelope) gable end zone and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Extenor(2) 9-0-0 to 12-0-0, Interior(
1) 16-4-11 to 21-0-0 zone,C-C for members and forces & MVJFRS 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. 7) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except W=lb) This item has been 7=243, 2=274.
electronically signed and sealed by Albanj, Thomas,
PE using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and
the signature must be verified
on,any lectronic copies.
Thamas A illb iif
frE Nu A3 ° MiCekt SA Ir1o(Carttl6 '
8g9A Park'H s`
fBiyd rf s881,tk February 23,2018 WARNING,
Verify design parameters
and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIb7473 rev, 10/03/2015 BEFORE USE. Design valid for use
only with MiTek6 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before
use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated
is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing INT is always required forstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection
and bracing of trusses and truss systems, see ANSIfTP11 quality Criteria, DSB a9 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from
Truss Plate Institute, 218 N. lee Street. Suite 312, Alexandria, VA 22314, Tampa, FL 36610
rJob
TrussITrussTypeotyPlyParkSq/ Sndance-7730-A
A 63 HIP
Mid -Florida Lumber, Bartow, FL.
o R f o It
8,130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:21 2018 Page 1
I D:3zzrE5595gHBgKdROwR6OYzkwee-CgnJYgFITZX2mGDibvr2BZ?5TZcEcM WOgZXo?5ziF5m
1-0-0
i-0
3-9-4
3-9-4
7-0-0
3-2-12
108-0 14-0-0 17.2-12 21
3-" 3-0-0 3.2-122 3-9-4 61-0-0
Scale = 1:37.5
4x8
1.Sx4 I 08 =
4 20 5 21 6
I
4x6 -.._
3x4 = 4.6 '- 3x8 = 3x4 =
4x6 =
Plata Offsets X Y 4:05-4 0-2-0[6 0 5 4QQj _
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20,0 Plate Grip DOL 1.25 TC 0.43
TCDL 10.0 Lumber DOL 1.25 BC 0.88
BCLL 0.0 Rep Stress Incr NO WS 0.27
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. lb/size) 2=1778/0-8-0, 8=1778/0-8-0
Max Horz 2-78(LC 8)
Max Uplift 2=-821(LC 8), 8=-821(LC 9)
DEFL. in (loc) I/defl L/d
Vert(LL) 0.16 11 >999 240
Vert(CT) -0,24 11 >999 180
Horz(CT) 0.10 8 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 108 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc puffins.
BOT CHORD Rigid ceiling directly applied or 4-11-0 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=3435/1631, 3-4=-3218/1553, 4-5=-3226/1591, 5-6=3226/1591, 6-7=-3217/1553,
7-8 =-3434/1631
BOT CHORD 2-13=146013034, 11-13=-133112871, 10-11=-128912870, 8-10=-138213034 WEBS 3-13=-253/218. 4-13=-218/705, 4-11=-309/554, 5-11=-
524/379, 6-11=-310/556, 6-10=-218/703, 7-10=-253/219 NOTES- 1) Unbalanced roof live loads have
been considered for this design, 2) Wind: ASCE
7-
10; Vint=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, Lumber DOL=1 60 plate grip 60L=
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 (jt=lb) 2=821,8=821, 7) Hanger(s) or other connection devices) shall be provided sufficient
to support concentrated load(
s) 219 lb down and 254 lb up at 7-0-0, 123 lb down and 142 lb up at 9-0-12, 123
lb down and 142 lb up at 10-6-0, and 123 lb down and 142 lb up at 11-11-4, and 219 lb down and 254 lb up at 14-0-0 on top chord, and
417 lb down and 213 lb up at 7-0-0, 89 lb down and 28 Ib up at 9-0-12, 89 Ib dawn and 28 Ib up at 10.6-0, and 89 Ib down and
28 Ib up at 11-11-4, and 4171b down and 213 lb up at 13-114on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In
the LOAD CASE(S) section, loads applied to the face of the truss are
noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead r Roof Live (balanced): Lumber Increase=1.25, Plate Increase=
125 Uniform Loads (plf)
Vert: 1-4=-60, 4-6=-60, 6-9=-60, 14-17=-20
Concentrated Loads (lb)
Vert: 4=-172(F) 6=-172(F) 12=-70(F)13=-417(F)
11=-70(F)
5=-123(F) 10=-417(F) 20=-123(F) 21=-123(F) 22 =70(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473
rev. 14/03/2015 BEFORE USE. Design valid for use only with MiTek2d connectors. This design is based only upon parameters shown,
and is for an individual building component, not a truss system, Before use, the building designer must verily the applicability of design parameters and
property incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members
only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.
For general guidance regarding the fabncat inn. storage, delivery, erection and bracing of Trusses and truss systems, see ANSI/TPI1 Quality
Criteria, DSB49 and BCSI Building Component Safety Information available from Truss Plate Instnuie, 218 N. Lee Street, Suite 312. Alexandna, VA 22314,
li This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital
Signature.
Printed copies of this
document are not
considered signed and sealed and
the signature must be
verified on,,poy glectronlc
copjes. Thomask Allbini BE
Xo 39380 Nl1`e-et)
SA, I ,. F"t
Cert 66 68&1Park;
FE Iv -ata February 23,
2018 M eL 6904 Parke EastBlvd, Tampa, FL
36610
TruSS Truss Type ty PW __ Park Sq/ Sundance-1730-A
T13 0413Llob730AB311p
Refgrg9ge JQ"t 9pA1L___
Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fit Feb 23 13:14:22 2018 Page 1
10:3zzrE5595qHBqKdROwR6OYzkwee-glLhmAFNEsfvOPou9dMHkmXGDzyHLptYuDGLXXziF5I
3-9-4 7-"
T2.12
14-0-0 17-2-12 21-0-0
3-6-03-6-0 3-2-12 3-9-4
Scale = 1 36,7
4x8
18
1.5x4 11 4x8
5 19 6
4X6 =
3x4 = 5x8 = 3x4 =
00
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20,0 Plate Grip DOL 1.25 TC 0.43
TCDL 10.0 Lumber DOL 1.25 BC 0,89
BCLL 0.0 Rep Stress Incr NO WB 0.26
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (IbIsize) 8=1717/Mechanical, 2=1780/0-3-8
Max Horz 2-87(LC 8)
Max Uplift 8=-790(LC 9), 2=-821 (LC 8)
DEFL. in (loc) Well Ltd PLATES GRIP
Vert(LL) 0.16 10 >999 240 MT20 244/190
Vert(CT) -0.25 10 >999 180
Horz(CT) 0.10 8 n/a n/a
Weight: 106 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins.
BOT CHORD Rigid Ceiling directly applied or 4-10-13 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=3437/1631, 3-4=-3221/1553, 4-5=-3230/1594, 5-6=323011594, 6-7=-3225/1557,
7-8=-3439/1639
BOT CHORD 2-11-1469/3037, 10-11 =-1341/2873, 9-10=-1299/2877, 8-9=-1410/3048
WEBS 3-1 1=253/1155, 4-1 1=-223/685, 4-10=-3101558, 5-10=-5241379, 6-10=-3091555,
6-9=-228/688, 7-9-2601162
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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss Connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=ib)
8=790, 2=82 1.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 224 lb down and 251 lb up at
7-0-0, 123 lb down and 142 lb up at 9-0-12, 123 lb down and 142 lb up at 10-6-0, and 123 lb down and 142 lb up at 11-11-4, and
224 lb down and 251 lb up at 14-0-0 on top chord, and 411 lb down and 219 lb up at 7-0-0, 89 lb down and 28 lb up at 9-0-12, 89
lb down and 28 lb up at 10-6-0, and 89 lb down and 28 lb up at 11-114, and 411 lb down and 219 lb up at 13-114 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASES) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25. Plate lncrease=1.25
Uniform Loads (plo
Vert: 1-4=-60, 4-6=-60, 6-8=-60, 12-15-20
Concentrated Loads (lb)
Vert: 4=177fl 6=-177(F) 1 1=-41 1(F) 10=70fl 5=1 23(F) 9=41 I(F) 18=-123(F) 19=123fl 20=-70(F) 21 =70(17)
AWARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED A41TEK REFERENCE PAGE 01-7473 rev, IOX312015 BEFORE USE. Design
valid for use only with MiTek(l) correctors. This design is based only upon parameters shown and is for an individual building component, not a
truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing Is
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems. see ANSIrTPll Quality Criteria, OSS-89 and SCSI Building Component Safety
Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandna, VA 22314, This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified pn,
pqy,p,lectronic cop jes. TftomaS'A-AJb;i'niPE No '393 0 141,'
Usklnli.Wtce; -L-" 8984
txt* ti"a February
23,2018 Now
6904
Parke East Blvd, Tampa,
FL 36610
7Qjy Ply
J:
Pad,'9ql' , — _-1130-AundainceTrussTrussrussTypeSSS
T13325049
COMMONLP1730A ____Cl COMMON
t pence pj) . .. .... E9
Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Feb 23 13:14:23 2018 Page 1
ID:3zzrE5595qHBqKdROwR6OYzkwee-8Dv3zWG??Anm?ZN5jKtWG-4TDNRy4Jlh7tOv4zziFSk
1-0-0 4-10-0 9-0-0
4-10-0 4-2-0
Scale = 1 19.9
04
2X4 =
LOADING (psf) SPACING- 2-0-0 cSI. DEFL, in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Gnp DOL 1.25 TC 0.29 VerI(LL) 0,03 6-9 >999 240 MT20 244/190
TCDL 10,0 Lumber DOL 1.25 SC 0.29 Vert(CT) -0.04 6-9 >999 180
BCLL 0.0 Rep Stress Inrr YES VVEI 0.08 Horz(CT) 0.00 5 nice n/a
BCDL 10.0 Code FBC20171TPI2014 Matnx-MP Weight: 36 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 Do bracing.
WEBS 2x4 SP No.3
SLIDER Right 2x4 SP No.3 1-10-10
REACTIONS, (IbIsize) 2=418/0-8-0, 5=35210-1-8
Max Horz 2=76(LC 12)
Max Uplift 2=-142(LC 12),5--103(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4451203, 3-5=-3831223
BOT CHORD 2-6=-1211342, 5-6=1 211342 NOTES-
1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10, VuR=140mph (3-second gust) Vesd=108mph, TCDL=4.2psf, BCDL=3.Opsf, hm25ft, Cat. If; Exp B: Encl., GCpi=
0.18 ' MjAFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 4-10-0, Extenor(2) 4-10-0 to 7-
10-0 zone:C-C for members and forces & MV`vFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 5)
Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface, 6)
Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 7)
Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Ot=lb) This item has been 2=
142,5=103. electronically signed and 8)
Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. seated by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on.
arly qlectronic copies. 1MJeKUSA
J D. cart sit I February 23,
2018 WARNINO. Verify
design parameters nd READ NOTES ON THIS AND INCLUDED A#ITEK REFERENCE PAGE 11411.7473 rev. 1"3/2015 BEFORE USE. Design valid
for use only with MiToke connectors, This design is based only upon parameters Shown and is for an individual building component, not a truss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always
required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the Piro fabrication, storage,
delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSBA9 and BCSI Building Component 6904 Parke East Blvd, Safety information
available from Truss Plate institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL W10
1 TrusssS' Oty Ply Paw-Sq-/ S—undance- 17PaS47
Fob T13325050
P, 730A C2 11P 1 1
ol R I ye iqn ILg& -a-
Mid-Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:24 2018 Page 1
ID:3zzrE5595qHBqKdROwR6OYzkwee-r-PTRArHemUvddjyHH20lpBdd5nodpnkrMwScQziF5j
1-M
1-M
3-0-0
310-0 3-8-0 2-4-0
Scale = 1 19,3
4x4 =
16 17 4
4X8 =
6,00 12
5 3x4
2
19 8 3.4 = 20 21 7
3,6 111.5x4 11
2X4 =
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL L25 TC 0.34 Vert(LL) 0,01 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.02 7-8 >999 180
BCLL 0.0 Rep Stress Incr NO We 0.05 HoFz(CT) -0.01 2 n/a n1a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 41 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
SLIDER Right 2x4 SP No,3 1-10-10
REACTIONS. (lb/size) 6=352/0-1-8,2=418/0-8-0
Max Horz 6=59(LC 8)
Max Uplift 6=-186(LC 9),2=-187(LC 9)
Max Grav 6=367(LC 2), 2=480(LC 19)
FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 4-6--527/269, 3-4=-564/288, 2-3=-6631317
BOT CHORD 2-8-239/557, 7-8--199/452, 6-7=-199/446 NOTES-
1)
Unbalanced roof live loads have been considered for this design, 2)
Wind: ASCE 7-10. Vuft=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)
This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) *
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 6)
Bearing at joint(s) 6 considers parallel to grain value using ANSIfrPl I angle to grain formula, Building designer should verify capacity
of bearing surface. 7)
Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=
186,2=187. 9)
Gap between inside of top Chord bearing and first diagonal or vertical web shall not exceed 0.500m. 10)
Hanger(s) or other connection device(s) shall be provided sufficient to Support concentrated load(s) 159 lb down and 110 lb up a, -11-
4-0, 71 lb down and 52 Ito up at -13-2-0, 172 Ito down and 117 Ito up at -14-11-4, 77 lb down and 104 lb up at 24-0, and 35 lb down
and 50 lb up at 4-2-0, and 84 lb down and 103 lb up at 5-11-4 on top chord, and 104 Ito down and 8 lb up at -11-4-0, 52 lb down
and 4 Ito up at -13-2-0, 127 lb down and 6 Ito up at -14-11-4, 44 lb down and 25 lb up at 2-4-0, and 25 Ito down and 13 lb up at
4-2-0, and 72 lb down and 28 lb up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility
of others. 11)
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 + Roof Live (balanced): Lumber Increase=1.25. Plate Increase=1.25 WARMING -
Verify design ininun.1— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11#11-7473re, 10/03/2015 BEFORE USE. Design
valid for use only with MiTek(li)comiectors. 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 properlymCOrpOrate this design into the overall building
design, Bracing indicated is to prevent buckling of individual truss web andlor Chord members only. Additional temporary and permanent bracing s
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 musses and truss systems. see ANSIITP11 Quality Criteria, DSB49 and BCSI Building Component Safety
Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandra, VA 22314, This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on.,
aQy electronic copies. Thomas
k AlbiniPEN6'393 0" M
4,kOSA,'Ilc, 'Certff- February
23,2018 I "
m
1 6904
Parke East Blvd. Tampa,
FL 36610
0"
PE17 -10 1,.
TT Truss Type
C2 I I P
P-' SfPlyParkSq/ Sundance-1 730-A
T13317 I
r 01 IL
Mid-Flonda lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 1314:24 2018 Page 2
ID:3zzrE5595qHBqKdROwR6OYzkwee-cPTRArHemUvddjyHH20lpBdd5nodpnkrMvvlScOziF5j
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 4-6=60, 3-4=-60, 1-3=-60, 9-13=-20
WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with M.Teke connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system, Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web andior chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse won possible personal injury and property damage, For general guidance regarding the Iwaa
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPli Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 213 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610
Job f.—S $ —T. TrTruss Y16 oty Park --1730-ASq/ S.ndance,
P1730A Julss JACK 18
P
T133250517T1332505]1
T
R I rence tjOnqlLRIrenc
Mid -Florida Lumber, Barlow, FL. 8,130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:25 2018 Page I
ID:3zzrE5595qHBqKdROwR6OYzkwee-5c1qOBIGXnIUFtVVTqlv—MP9s8ASnYEi_aAV'?8sziF5i
1-M
LOADING (pso SPACING. 2-0-0 CS"
TCLIL 20.0 Plate Grip DOL 1.25 TC 0.07
TCDL 10.0 Lumber DOL 1.25 BC 0.01
BCLL 0,0 Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC20171TPI2014 Matnx-MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=10/Mechanical,2=130/0-3-8,4=-0/MechanicaI
Max Horz 2=41 (LC 12)
Max Uplift 3=-7(LC 12),2 58(1_C 12)
Max Grav 3=10(LC 19), 2=130(LC 1), 4=12(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown.
Scale = 1 7,0
2x4 =
DEFL. in (loc) War! L/d PLATES GRIP
Verl(LL) -0.00 5 >999 240 MT20 244/190
Vert(CT) -0.00 7 >999 180
Horz(CT) 0.00 2 n/a n/a
Weight: 5 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc; bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4,2psf, BCDL=3.Opsf, h=25ft; Cat. III Exp 8, Encl.,
GCpi=0.18, MV,/FRS (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
2) This truss has been designed for a 10.0 par 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-" 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 Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on, any Qlectronic cor ,jes. 0
February 23,2018
A WARNING, Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1"312015 BEFORE USE.
Design valid for use only with MtTekID connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the If.
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrnsil Quality Criteria, OS849 and BCSI Building Component 6904 Parke East Blvd.
Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa..Fl, 36610
0' Truss TypeType'y PlyS" 7§undanZ 1730-A
Ti
P,73oA CJ3 JACK
Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:26 2018 Page I
ID:3zzrE5595qHBqKdROwR6OYzkwee-ZobCbXlul59Lsl5gOTRDuci1Xav?Hhy7pqEZglziF5h
1"
1-0-0 3-0-0
Scale 1"=I*
416
2x4 =
LOADING (pst) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09
TCDL 10.0 Lumber DOL 1.25 BC 0.08
BCLL 0.0 Rep Stress Incr YES WB 0.00
BCDL 10.0 Code FBC2017ITP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=71 /Mechanical, 2=1 88/0-3-8, 4=36/Mechaniral
Max Horz 2=85(LC 12)
Max Uplift 3=52(]_C 12), 2-64(LC 12), 4=-4(LC 12)
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.
DEFL. in (loc) I/defl L/d PLATES GRIP
Vefl(LL) -0.00 4-7 >999 240 MT20 244/190
Vert(CT) 401 4-7 >999 180
Horz(CT) 400 3 n1a n/a
Weight: 11 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10. Vuh=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 and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 2-11-4 zone,C-C for
members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3, 2, 4.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
cinany ,electronic copies. TKornas'A:A1bini'PENO_'3" 0 ek,
SAJ 0.1 Cort6f 6904
February
23,2018 WARNING -
Verity design par —tees and READ NOTES ON THIS AND INCLUDED ANITEK REFERENCE PAGE IWI-7473 rev. 1"312015 BEFORE USE, Design
valid for use only with MiTelkV 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 venty the applicability of design parameters and properly incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additi0ruil temporary and permanent bracing Is
always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 10-11fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPJl Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety
Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tempe, FL 36610
Job Truss T urmsTypeQryPlyParkSq/ Sundance-1730-A
P1730A CJ5 JACK 14 1
T13325053
o0 R ren4g (4 tii—h
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:26 2018 Page 1
ID:3zzrE 5595gHBgKdROwR6OYzkwee-ZobCbXlul59Lsl 5gOTRDucizwaS6Hhy7pgEZglziF5h
F---- .1-0-4 -- -r - 5-0-0 ._..._._. .
1-0-0 5-0-0
Scale = 1:17.3
col
2x4
t n_n
LOADING (psf} SPACING- 2-0 0 CSI. DEFL. in (loc) Ifdefl Lid
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0,04 4-7 >999 240
TCQL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.06 4-7 >988 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nla n/a
BCQL 10.0 Cade FBC2017frP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=127/Mechanical, 2=26410-3-8. 4=64/Mechanical Max
Horz 2=130(LC 12) Max
Uplift 3=-94(LC 12), 2=-80(LC 12), 4=-6(LC 12) Max
Grav 3=127(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. PLATES
GRIP MT20
2441190 Weight
18 lb FT = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT
CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES-
1)
Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ff; Cat. II; Exp B; Encl., W
GCpi=0.18; MFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members
and forces 8 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 Albani, Thomas, PE using
a Digital Signature. Printed
copies Of this document
are not considered signed
and sealed and the signature
must be verified on ,
pity glectronic copies. ThomasAA)bani fE No.3 3' 0C 410SSAIrtc'
k"6"q 6904 pa4£
tF i S361A
February
23,
2018 A WARNING •
Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 10/03/2015 BEFORE USE. Design valid
for use only with MiTekQp 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 mto the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing "04 is alwaysrequired (or 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 ANSIrTP11 Quality Criteria, DS6-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information
available from Truss Plate Instdute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, Tampa FL 36610
Job Truss Truss Type Park Sq/ Sundance-1730-A
P1730A F1 ROOF T U, S, SROOFTRUSS
Pty
3 131
T133250543
Id -Florida Lumber, Bartow, fL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:28 2018 Page I
ID:3z2rE5595qHBqKdROwR6OYzkwee-VBiy0DK8qiP36KF2WuThzlnCUO-qlSgQH8iglBziF5f
0-1-8
H 0-0Sca1e 1'50'o
4x4 = 3x4
1XI = 10
1x3 = I x3 3x6 FP = 4x4 = 4x8 = 3x4 = I X3 II 1x3
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
4 36
3 35
32 31 30 29 28 27 26 25 24 23 2221 20 19 18 17 16
1 X3 11 4X4 1 X3 11 04 = 4X6 = 4x6 = 3x6 FP == lx3 11 3x4 = lx3 11
3x4
Q
4
Plate Offs -1:eXY)--_Al Egge 0 o -8 Ed
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defI L/d
TCLL 40.0 Plate Grip DOL L00 TC 0.83 Vert(LL) -0.15 29-30 -999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.20 29-30 >973 240
8CLL 0.0 Rep Stress Incr YES VVB 0.63 Horz(CT) 0.04 16 n/a n/a
BCDL 5.0 Code FBC2017fTP12014 Matrix-S
LUMBER- BRACING -
PLATES GRIP
MT20 244/190
Weight: 152 lb FT = 20%F, 11 %E
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) *Except* except end verticals.
16-22: 2x4 SP No. 1 (flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3(flat) *Except*
1-32,15-16: 2x4 SP No,2(flat)
REACTIONS, (lb/size) 32=75010-8-0,16=577/0-8-0,24=1918/0-8-0
Max Gray 32=779(LC 3),16=660(LC 4), 24=1 918(LC 1)
FORCES, (lb) - Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown.
TOP CHORD 1-32=-77310, 15-16=-651/0, 1-2=72910, 2-3=1 775/0, 3-4=2253/0' 4-5=-2253/0,
5-7=-1939/0, 7-8--1068171, 8-9=0/811, 9-10=011049, 10-1 1=-1049/537,
11-12=-1543/212, 12-13=-1543/212, 13-14=1415/0, 14-15=-596/0
BOT CHORD 30-31=0/1405, 29-30=0/2112, 28-29=0/2253, 27-28=0/2253, 26-27=0/1631,
25-26=-283/475, 24-25=-1 75110, 23-24=-1 751/0, 21-23-792/626, 20-21-212/1543,
19-20=-212/1543, 18-19=-1011610,17-18=011155
WEBS 9-24=-1 889/0, 1-31 =0/991, 2-31--94010, 2-30-0/515, 3-30=-469/0, 3-29=-1 22/337,
15-17=0/810, 9-23=011 124,14-17=-778/0,10-23--1032/0,14-18--21/362,10-21 =01730,
13-18=-272/116,11-21=-888/0,13-19=-420/0,11-20-0/293, 9-25=0/1313,8-25=-1237/0,
8-26=01873, 7-26=-82710, 7-27=0/499, 5-27=-612/0
NOTES-
1) Unbalanced floor live loads have been considered for this design,
2) All plates are 3x3 MT20 unless otherwise indicated. This item has been3) 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. electronically signed and
4) CAUTION, Do not erect truss backwards. sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
qn,pQy,i,lectronic copies.
Thomas 'A:'Alb4niPENG 393 0
sk SA,11 Carl,$$
6904 ;33 1
February 23,2018
WARNIMr- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rov. 1010312015 BEFORE USE
Design valid for use only with MtTelke) connectors. This design is based only upon parameters $hown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing
is alvivays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication storage..delivery, erection and bracing of trusses and truss systems see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd,
Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria VA 22314. Tampa, Ft- 36610
JOb Truss Truss Type Ory Ply Park Sqt Sundanee-1730-A
LP1730A F1A GABLE_ 1 1
Tt3325055
qb Rgjesgr r yoptional{ _ _
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:29 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-zNGKEZLmbOYvAUgF3b wWFKYWoYhU2AaVoTDHdziF5e
0-k8 0-k8
Scale: 1 /4"- l'
3x6 FP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
ZZE - Ta24LLJ51Lid48
47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 3x6
FP 10-
11.4 10•
10a14 12-3-4 20--5.4 26- 11-4 i
T2"{ a o a?a e ona3o0oai424-&42s^
7.4 4
Pt 21 a I z ia8 12i.a a a6-4-0o-sa
o m1a•g suss-l-la LOADING (psf)
SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40.
0 Plate Grip DOL 1.00 TC 0.11 Vert(L-) n/a n/a 999 MT20 244/190 TCDL 10.
0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.
0 Rep Stress Incr YES WB 0,03 Horz(CT) 0.00 25 n/a n/a BCDL 5.
0 Code FBC2017/7PI2014 Matrix-R Weight: 127 lb FT = 20%F, 11 %E LUMBER- BRACING -
TOP CHORD
2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, 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. OTHERS 2x4
SP No.3(flat) REACTIONS. All
bearings 29-10-8. lb) - Max
Grav All reactions 250 lb or less at joint(s) 48, 25, 37. 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 36, 35, 34, 32,
31, 30, 29, 28, 27, 26 FORCES. (lb) -
Max. Comp,/Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1)
All
plates are 1 x3 MT20 unless otherwise indicated. 2) Gable
requires continuous bottom chord bearing. 3) Truss
to be fully sheathed from one face or securely braced against lateral movement i.e. diagonal web). 4) Gable
studs spaced at 1-4-0 oc. 5) Recommend
2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means. 6) CAUTION,
Do not erect truss backwards, This item
has been electronically signed
and sealed by
Albani, Thomas, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified on„any
electronic copes. Thomas A
Atb4OPE No.393 cog lililIYakt1Sa,
Inc.-OL ton se , 9ti4 Rark
Ea°st"6tv`c1. T 338ta f+ February
23,
2018 WARNING - Verify
design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl•7473 rev. 10/03/2015 BEFORE USE, Design valid
for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss
system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual mass web and/or chord members only. Additional temporary and permanent bracing is always
required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the put,. rebricat ion.
storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, OSB•89 and BCSI Building Component 6904 Parke East Blvd, Safety Information
available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610
i0, Trus s IiType mm
dty
Plyark Sq/ Sundance-1730-A p1F2 OF
TRUSS I T13325056 Mid-Flonda
Lumber,
Bartow, FL, 8,130 s Sep 15 2017 MiTek Industries, Inc, Fn Feb 23 13 14 30 2018 Page 1 ID:3zzrE5595qHBqKdROwR6OYzkwee-RZqjRvMOMKgnLePRdl\
193SsZ2BfODLlikScmp3ziF5d 0-1-8
H 1-- Scale =
1 43.
1 32 31 04
lx3 =
4X6
14 =
3x4 = 04 =
34 FP = 3x4 = 4x4 = 3x6 1 2 3
4 5 6 7 8 9 10 11 12 13 14 30 29 28
27 26 25 24 23 22 21 20 19 18 17 16 15 1,5x4 li
4x6 = 3x4 = 3x8 MT20HS FP = i X3 11 1 X3 If 4x4 = 4X6 = 3x10 = 1.5X4 il lx3 11 4x4 1,5x4 SP =
eiq!e ffsets(
X,YI-- (1-Egge -1-8 12*.Q:1-8. P-LL13-9--lz-8-Ed-g-ej---- LOADING (psf) SPACING-
2-0-0 CS1. DEFL. in (loc) I/defl LId PLATES GRIP TCLL 40.0
Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.30 24-25 >799 360 MT20 244/190 TCDL 10.0
Lumber DOE 1.00 BC 0.97 Ven(CT) -0.42 24-25 >583 240 MT20HS 1871143 BCLL 0.0
Rep Stress Incr YES WB 0.68 Horz(CT) 0.06 19 Ilia n/a BCDL 5.0
Code FBC2017rrPI2014 Matrix-S Weight: 136 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP
CHORD 2x4
SP No.2(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, 9-14: 2x4
SP DSS(flat) except end verticals. BOT CHORD 2x4
SP No.2(flat) *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 15-26: 2x4
SP No.10(flat) WEBS 2x4 SP
No,3(flat) REACTIONS. (IbIsize) 30=
975/0-8-0,15=-25310-3-8,19=2079/0-3-8 Max Uplift 15=-
483(LC 3) Max Grav 30=
977(LC 10), 15=160(LC 4),19=2079(LC 1) FORCES. (lb) - Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-
30=-971/0, 14-15=-168/456, 1-2=-94310, 2-3=-2399/0, 3-4=-326310, 4-5=-3552/0, 5-6-3440/
0, 6-7=-291810, 7-8=-1 795/0, 10-11 =012474, 11-12=0/2474, 12-13=0/1 396, 13-14-451592 BOT CHORD
28-29=0/
1821, 27-28=0/2949, 25-27=013559, 24-25=013440, 23-24=0/3440, 22-23=013440, 21-22=012480, 20-21=
0/1079, 19-20=-1074/0, 18-19=-1396/0, 17-18=-139610, 16-17=-1396/0 WEBS
1-29=0/1282,
10-19=-1872/0,2-29-1221/0, 10-20=0/1431, 2-28=0/804, 8-20=-1378/0, 3-28=-765/0,8-
21=011010,3-27=0/437,7-21=-966/0,4-27-412/0,7-22=01634, 6-22=-811/0, 5-
25-241/392, 5-24=-329/80, 6-23=-61/350, 14-16=-789/60, 12-19=-1618/0,13-
16=0/1093, 12-18=0/545, 13-17=-569/0 NOTES- 1) Unbalanced floor live
loads
have been considered for this design. 2) All plates are MT20
plates unless otherwise indicated. 3) All plates are 3x3
MT20 unless otherwise indicated, 4) The Fabrication Tolerance at
joint 26 = 11 % 5) Provide mechanical connection (by
others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 15. 6) 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. 7) CAUTION, Do not erect
truss backwards. A WARNING - Verity design parameters
and READ NOTES ON THIS AND INCLUDED AgTEK REFERENCE PAGE IWX 7473 rev, 1010312015 BEFORE USE. Oesitir, valid for use only
with MiTek(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 venty the applicability of design parameters and property incorporate this design into the overall building (resign, bracing indicated is
to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing is always required for stability
and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and
bracing of trusses and truss systems. see ANSVTPIl Quality Crtteria, DSB-89 and BCSI Building Component Safety Information available from Truss
Plate Institute, 218 N. Lee Street, Sufle 312, Alexandra, VA 22314, This item has been electronically
signed and sealed by
Albani, Thomas, PE
using a Digital Signature, Printed
copies of this document
are not considered signed
and sealed and the
signature must be verified qn,
any ,lectronic copes. 0
6904 Piilkti!9'1§
14 -
Na Al"IC1336 to February 23,2018 m i "
6904 Parke East
Blvd, Tampa,
FL 36610
Job Tn ss Truss Type Oty Pty Park Sq/ Sundance- 1 730-A
T13325057
P1730A F2A ROOF TRUSS 1 1
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Feb 23 13:14:31 2018 Page 1
I D:3zzrE5595gHBgKdROwR6OYzkwee-vmO5eFM 16doezo_dB00ObgPjxb?nylBsz6yKM WZIF5C
0-1-8
fi 1) 3-o 1f---7=--
I 0i,a--T Scale =, 43.2
4x4 =
tx3 = 4x6=
ix3 = 3x4 = 3x3 = 3x3 = 3x3 = 3x3 == 3x4 = 3x6 FP = 4x6 = 6x6 = 4x6 = 3x6
1 2 3 4 5 6 7 8 9 10 11 12 13
17
28 27 26 25 24 23 22 21 20 19 18 17 16 i5 14
1.5x4 11 4x6 = 3x4 = 3x8 MT20HS FP = ix3 II 1.5x4 11 3x4 = 4x6 = 4x6 = 4x8 = 44 = 3x3 11
1.5x4 SP = 3x3 = 6x6 =
3x3 =
21-0-1.2 25-8-4
LOADING (psf) SPACING- 2-0-0 CSI. DE(FILL) in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.31 22-23 >812 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.42 22-23 a591 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.$3 Horz(CT) 0.05 17 We n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 134 lb FT = 20%F, 11 of E
LUMBER- BRACING -
TOP CHORD 2x4 SP No. 1(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins,
BOT CHORD 2x4 SP No.2(flat) 'Except" except end verticals.
14-24: 2x4 SP DSS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing: 17-18,16-17,15-16.
REACTIONS. (lb/size) 28=946/0-3-8, 14=-25715-5-0, 17=4771/5-5-0, 15=-479/5-5-0, 16=-415/5-5-0
Max Uplift 14=-257(LC 1), 15=-479(LC 1), 16=-415(1-C 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-28-940/0, 13-14=0/259, 1-2=-910/0, 2-3=-2302/0, 3.4=-3104/0, 4-5=3326/0,
5-6 =-3095/0, 6-7=-2380/0, 7-8=-1066/0, 8.10=0/837, 10-11=0/3363, 11-12=0/2499,
12-13=0/416
BOT CHORD 26-27=0/1757, 25-26=0/2817, 23-25=013379, 22-23=0/3095, 21-22=0/3095, 20-21=0/3095,
19-20=0/1831, 18-19=0/254, 17-18=-193410, 16-17=-3363/0, 15-16=-1317/0 WEBS 11-17=-3432/
0, 1-27=0/1236, 10-17=-1903/0, 2-27=-1 178/0,10.18=0/1526, 2-26=0/759, 8-18=-1517/0,
3-26=-717/0, 8-19=0/1130, 3-25=0/398, 7-19=-1063/0, 4-25=-383/0, 7-20=0/765,
6-20=-1024/0, 5-23=-154/503, 5-22=386110, 6-21=0/414, 13-15=-554/0, 12-15=0/1252,
12-16=-1644/0, 11-16=0/1749 NOTES- 1) Unbalanced floor
live
loads have been considered for this design. 2) All plates are
MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance
at joint 24 = 11% 4) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 14, 479 lb uplift at joint 15 and 415
lb uplift at joint 16, 5) Recommend 2x6 strongbacks,
on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means. 6) CAUTION, Do not
erect truss backwards. LOAD CASE(S) Standard
1) Dead + Floor Live (
balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert:
14-28=-10,
1-13=-100 Concentrated Loads (lb) Vert:
11=1775 AWARNfNG -
V®rify design
parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERENCE PAGE U11,7473 rev. 1010312015 BEFORE USE. Design valid for use only with WelrO connectors.
This design is based only upon parameters shown, and is for an individual building component, not a truss system_ Before use, the building designer
must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling
of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent
collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses
and truss systems, see ANS11TP11 Quality Criteria, OSB-89 and BCSI Building Component safety information available from Truss Plate Institute, 218
N. Lee Street, Suite 312, Alexandria. VA 22314, This item has been electronically signed and sealed
by Albani, Thomas, PE
using a Digital
Signature. Printed copies of this
document are not considered
signed and sealed and
the signature must be
verified or), pny t,lectronic
coOes. ThomasA Alb*PEtNtOU
0 Ml'ak t)SA,
Irtc L Cert 66
6984 ParkO1't9 H6yd ' I INi 3961A February
23,2018 MI6904
Parke
East Blvd,
Tampa.. FL 36610
Park Sq/ Sundance-1730-AJot) Truss Type IyTrussCity P
T13325058
F, P17-10A F3 ROOFTRUSS 3
f Tsin pA7____JJ9P_R" __qtJgpllk?_
Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:32 2018 Page I
I D:3zzrE 5595q H Bq Kd ROwR6OYzkwee-NyyTsbNftxwVayZplj Xd8tyvm?MghFYOBmhtuyziF5b
0-1-8
H
Scale - 1 42.5
32
31
4x4
lx3 = 4x6
1x3 = 3x4 = 4X4 = 3x6 PP = 3x4 =4x4
1 2 3 4 5 6 7 8 9 10 11 12 13
3x6
14
30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15
1.5x4 11 4x6 = 3x4 = 3x8 MT20HS FP = 1x3 11 10 11 4X4 = 4X6 = 4XII = 2X4 11 4X6
1.5x4 SP = 1x3 11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d
TCLL 40,0 Plate Grip DOL 1.00 TC 0.75 Verl(LL) 0.29 24-25 851 360
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) 0.39 24-25 620 240
BCLL 0.0 Rep Stress Incr YES WB 030 Horz(CT) 0.05 19 n/a n/a
BCDL 5.0 Code FBC2017rrPt2014 Matrix-S
LUMBER- BRACING -
TOP CHORD 2X4 SP No.2(at) *Except* TOP CHORD
9-14: 2x4 SP DSS(flat)
BOT CHORD 2x4 SP No.2(flat) *Except* BOT CHORD
15-26: 2x4 SP No. 1 D(flat)
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 30=947/0-8-0,15=-42310-3-8,19-2239/0-3-8
Max Uplift 15=632(1_C 3)
Max Grav 30=949(LC 10), 15=93(LC 4), 19=2239(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown.
TOP CHORD 1-30=-943/0, 14-15--1001609,1-2=-913/0.2-3--2311/0, 3-4=-3117/0,4-5=-3348/0,
5-6-3192/0, 15-7-262610, 7-8-1445A 8-10=0/413, 10-1 1=0/2884,11-12-0/2884,
12-13=0/1692, 13-14=0/758
BOT CHORD 28-29=0/1 762, 27-28=0/2831, 25-27=013386. 24-25=0/3192, 23-24=0/3192, 22-23=013192,
21-22=0/2157, 20-21 =01700,19-20=-1 466/0,18-19=-1692/0, 17-1 8=-1692/0,
16-17=-1692/0
WEBS 1-29=011240, 10-19=-1899/0, 2-29=-1181/0, 10-20=0/1464, 2-28=0/764, 8-20=-1417/0,
3-28-72410, 8-2 1 =0/1 047, 3-27=0/397, 7-21 =-999/0, 4-27=-37410, 7-22-0/662,
6-22=-850/0, 5-25=-197/431, 5-24-348/60, 6-23=-401368, 14-16=-100910,
12-19=1766/0,13-16=0/1270,12-18=0/628,13-17=-654/0
PLATES GRIP
MT20 2441190
MT20HS 187/143
Weight: 135 lb FT = 20%F, 1 1%E
Structural wood sheathing directly applied or 4-10-14 oc puffins,
except end verticals.
Rigid ceiling directly applied or 2-2-0 oc bracing.
NOTES.
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 3x3 MT20 unless otherwise indicated,
4) The Fabrication Tolerance at joint 26 = 11 %
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 632 lb uplift at joint 15.
6) Recommend 2x6 strongbacks, an edge, spaced at 10-0-0 oc; and fastened to each truss with 3-1 Old (0, 131 " X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
WARNING - Verify d-itin parameters and READ NOTES ON THIS AND INCLUDED UfTEK REFERENCE PAGE 111,111-7473nev. 10/03,2015 BEFORE USE.
Design valid for use only with MiTek(P connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web anchor chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS"S and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandna, VA 22314,
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
cin,prly,tlectronic copies.
Thomas PE -ND 393 0,
17
60M Park f sfBiud A '-1361V
February 23,2018
146-aw
6904 Parke East Blvd,
Tampa. FL 36610
ob 5S IsTruss Type QtyQ Ply Park Sq/ Sundance-I 730-A
T13325059
P IL130A TRUSSFlRrOFTTRU., 7 I :
F I
Mid -Florida Lumber, Bartow, FL.
rtnRde
8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:33 2018 Page 1
ID:3z.zrE5595qHbqKdROwR6OYzkwee-s8Wr3wOHeF2LC680IR3sg5UOjPl3QhD9QQRQQOziF5a
0-1-8
H Scale = 1 34,8
4x6
Ixa =
lx3 = 4x4 = 1 x3 II
1 2 3 4 5 6 7
1 5
4
34 FP= 4Y4 = 4x6
9 10 11
1.5X4 It 4X6 = 3x8MT18HSFP = lx3 It 4X4 = 4X6
04
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Lld
TCLL 40,0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.41 lr.17 -607 360
TCDL 100
o
Lumber DOL I .00 BC 0.69 Vert(CT) -0.56 16-17 >443 240
8CLL (,,Rep Stress Incr YES WiB 0.73 Horz(CT) 0.08 12 n/a n/a
BCDL 5.0 Code FBC2017rTP12014 Matrix-s
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD
BOT CHORD 2x4 SP No. 1 (flat) *Except*
12-20: 2x4 SP DSS(flat) BOT CHORD
WEBS 2x4 SP No.3(flat)
REACTIONS, (lb/size) 23=1131/0-8-0, 12-113110-8-0 FORCES. (lb) - Max. Comp.tMax.
Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 1-23=11
124/0,11-12=-1 123/0, 1-2=-1 108/0, 2-3-288710, 3-4=-4047/0, 4-5=-4768/0, 5-6=476810.6-7=-
4679/0,7-8=4084/0,8-10=-2920/0, 10-11=-1158/0 BOTCHORD 21-22=0/2144,
19-21=013596,18-19=0/4495,17-18=0/4768,16-17=0/4768,15-16=0/4526, 14-15=013621, 13-14=
0/2191 WEBS 11-13=0/1541,
1-22=011506,10-13=-1436/0,2-22=-1442/0,10-14=011014,2-21=0/1033, 8-14=-976/0, 3-
21 =-987/0, 8-15=01644, 3-19=0/627, 7-115=-615/0, 4-19=-624/0, 7-16=-27/397, 4-
18=-85/671, 6-16=-468/234 PLATES GRIP MT20 244/190
MT18HS 2441190
Weight: 108 lb
FT = 20%
F, 11 %E Structural wood sheathing directly applied
or 2-2-0 oc purlins, except end verticals. Rigid ceiling
directly applied or
10-0-0 oc bracing. NOTES- 1) Unbalanced floor live
loads
have been considered for this design. 2) All plates are MT20
plates unless otherwise indicated, 3) All plates are 3x3
MT20 unless otherwise indicated. 4) Recommend 2x6 strongbac*s,
on edge, spaced at 10-0-0 oc and fastened to each truss with 3- 1 Od (0. 13 1 " X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means, 5) CAUTION, Do not erect
truss backwards. This item has been electronically
signed and sealed by
Albani, Thomas, PE
using a Digital Signature, Printed
copies of this document
are not considered signed
and sealed and the
signature must be verified gn,,
pQy electronic Copies. February
23,2018 A WARNING -
Verify design par —
Mrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 —.1010312015 BEFORE USE Resign valid for use only
with MiTelolv contractors, This design IS based only upon parameters shown, and is for an individual building component, not a truss system Before use,
the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is
to prevent buckling of individual truss wet) and/or chord members only, Additional temporary and permanent bracing Is always required for stability
and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication. storage, delivery, erection and
bracing of trusses and truss systems, see ANSIrTPl1 Quality Criteria, DS8.89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss
Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
T— -
S--T -- — ] ITrui - — — — - — --------------- ------------------ JQty Ply Park Sq/ SundanceTruss "u e Ply P "" Sq S -1730-ATrussJob
T13325060
P, P17-30A F5 ROOF TRUSS 1JR-0
B
fLRefe'
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Feb 23 13:14:34 2018 Page I
ID:3zzrE5595qHBqKdROwR6OYzkwee-KK3DHGPvPYACqFiCs8a5DIID_pOf97pJf4A-ZrziF57
0-1.8
H F i OF 9=1 z fScale - 1 33.8
1 5
4
4X6
1X3 —
1X3 = 4X4 = 1.3 11 3X6 FP= 4x4 = 4X6
1 2 3 4 5 6 7 8 9 10 11
1,5x4 11 4x6 = 3x8 MT20HS FP
1.5x4 SP
4X4 =
i x3 11
LOADING (psf) SPACING- 02-
1.00 TC 0 83 Vert(U-)
1111, OEFL. in floc) I/defl L/d TCLL
40,0 Plate Grip DOI -0.38 167-17 >625 360 TCDL
10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.53 16-17 >456 240 BCLL
0.0 Rep Stress Incr YES VVI3 0.71 Horz(CT) 0.09 12 n1a n/a BCDL
5.0 Code FBC2017rTP12014 Matrix-S LUMBER-
BRACING - TOP
CHORD 2x4 SP No,2(flat) TOP CHORD BOT
CHORD 2x4 SP No.2(flat) *Except* 12-
20: 2x4 SP No.i(flat) BOT CHORD WEBS
2x4 SP No,3(flat) REACTIONS. (
lb/size) 23= 1100/0-7-4, 12-11 OO/Mechaniral FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 1-23=-1093/0, 11-12--1093/0,1-2=-1075/0,2-3=278910,3-4=-3889/0,4-5=-452210, 5-
6>4522/0, 6-7=-4453/0, 7-8=-3922/0, 8-10=-2821/0, 10-11=-1123/0 BOT CHORD
21-22=0/2079, 19-21=0/3468, 18-19=0/4301, 17-18=0/4522, 16-17=0/4522'115-116=0/4331' 14-15=
0/3491, 13-14=0/2124 WEBS 11-
13=0/1495,1-22=011461,10-13=-1 392/0, 2-22=-1397/0,10-14=0/970, 2-21 =0/988, 8-14=-
93210, 3-21=-945/0, 8-15-01599, 3-19=0/586, 7-15=-569/0, 4-19=-572/0, 7-16=-
701352, 4-18=-1 17/569, 6-16-385/220 4x4 = 4X6
PLATES GRIP
MT20 244/
190 MT20HS 1871143
Weight 106
lb FT = 20%F, 11 %E 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: 19-21,17-18,16-17. NOTES- 1)
Unbalanced
floor live loads have been considered for this design. 2) All
plates are MT20 plates unless otherwise indicated. 3) All
plates are 3x3 MT20 unless Otherwise indicated. 4) The
Fabrication Tolerance at joint 20 = 11 % 5) Refer
to girder(s) for truss to truss connections, 6) Recommend
2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means. 7) CAUTION,
Do not erect truss backwards, WARNING • Verify
dififf. P...et— ..d READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1167473,ev. 10/03/201.5 BEFORE USE. Design valid
for use only with MfTekr@ connectors, This design is based only upon Parameters Shown, and is for an individual building component, not a muss
system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.
Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always
required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage,
delivery, erection and bracing of trusses and truss systems, see ANSVTPtl Quality Criteria, DS5419 and BCSI Building Component S, rely
information available from Truss Plate Institute 218 N Lee Street, Suite 312, Alexandria, VA 22314, This item
has been electronically signed
and sealed by
Albani, Thomas, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified pn,pQy,
electronic copies. Thomas* A1b;
ini,,PE-NO"3V 0 00k,L)
SAJf(c=10 on 6 l-'6904Park
Z M1 February 23,
2018 Fal 6904
Parke
East Blvd, Tampa, FL
36610
Job Truss Truss Type
F
city IPIy Park Sq, Sundance-1730-A
T13325061
P1730A F7 ROOF TRUSS t t
S Eigfgr n o F a __ _ _
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:34 2018 Page 1
ID:3zzrE5595gHBgKd ROwR6OYzkwee-KK3DHGPvPYACgF)Cs8a5D1l JnpF6914Jf4A_uziF 5Z
01 8
Scale = 1:21.8
9
1x3 II
3 4 5 6
3x6 =
7
14 13 12 11 10 9 8
1x3 II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP
T CLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10,0 Lumber DOL 1.00 BC 0.06 Vert(CT) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0,00 8 nfa n/a
BCDL 5.0 Code FBC2017(TPI2014 Matrix-S Weight: 70 lb FT = 20°f%F, 11 %E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 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, Except:
6-0-0 oc bracing: 12-13,11-12.
REACTIONS. All bearings 13-1-12,
lb) - Max Grav All reactions 250 lb or less at joint(s) 15, 8, 9, 14, 13, 11, 12 except 10=303(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 3x3 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on,any electronic copies.
Thomas A AIb4ni PE`No383 4
M"Y,kkui4 igt"gtcerts*,
6$Eb4 Parks ES St"84v'.1a'`n'FI,361p;
February 23,2018
A WARNING. Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev, 10/03/2015 BEFORE USE.
Design valid for use only with Ii 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 veiny 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 POW'is alwaysrequired 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 ANSIfrPit Quality Criteria, DS .89 and SCSI Building Component 6904 Parke East Blvd,
Safety Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610
Job iTruss
P1730A F8
Mid -Florida Lumber, Bartow, FL.
0-1-8
H
1
14
13
1x3 II
Type Qty Pty Park Sq/ Sundance-1730-A
1 1
T13325062
TRUSS
R_RoP._[j3Lal1 ____
8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:35 2018 Page 1
I D:3zzrE5595gHBgKdROwR6OYzkwee-oXdbUcPXAsl3SPHOQs5KmWaUbCX?uhsSukwXVHziF5Y
Scale = 1:17.1
1x3 II 1x3 II
2 3 4 5
3xe =
6
4
7
LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ltd PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.02 8-9 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0,27 Vert(CT) -0.03 8-9 >999 240
SCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.01 7 n/a n/a
BCOL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 51 lb FT = 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,
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) 12=49510-8-0, 7=495/Mechanical FORCES. (lb) - Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOR CHORD 1-
12=491/0, 6-7 =-491/0, 1-2=-419/0, 2-3=907/0, 3-4=907/0, 4-5=907/0, 5-6=-43610 BOT CHORD 10-
11=01794, 9-10=0/907, 8-9=0/808 WEBS 6-8=01580, 1-
11=0/569, Sm8=-518/0, 2-11=523/0, 5-9=-51263, 2-10=0/274 NOTES- 1) Unbalanced floor live
loads
have been considered for this design. 2) All plates are 3x3
MT20 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
walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect
truss backwards. This item has been electronically
signed and sealed by
Albani, Thomas, PE
using a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the
signature must be verified on,)
ny glectronc copies. Thomas
A NNW PE ND,
3". A9ilfek i)SA I o
Cent 86 ' ?" b"994 Park$'Et Blvd. %"
n 38t February 23,2018 A WARNING -
Veri(y design
perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,4I1-7473 rev. IOM312015 BEFORE USE. Design valid for use only
with MiTektti connectors. This design is based only upon parameters showm. and is for an individual building component, not a truss system. Before use,
the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design, Bracing indicated is
to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing (4' ie;+ is always required for stability
and to prevent collapse with possible personal injury and property damage. For general guidance regarding the !Yi t4 fabrication, storage, delivery, erection and
bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety ;on, available from Truss
Plate
Institute,
218 N, Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 36610
Job Tnass Truss Type Qty
T13325063
Pty Parkt Sundance-1730-
AP1730AF9ROOFTRUSS 2
jjrgnce(ou
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:36 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-GjB_iyQ9xAQw3Zsb_ZcZlj6kfcxedBDc6Of51 jziF5X
ix-0 3x6
1 3x6 = 2 3 1 x3 11 4
Scale = 1:9A
8
3x3 II
3x3 = 3x3
7 6
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid
TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) -0.00 6 999 360
TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(CT) -0.00 7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S
LUMBER- BRACING-
5
3x3 11
PLATES GRIP
MT20 244/190
Weight: 24 lb FT = 20%F, 11 %E
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-0 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 Gc bracing.
REACTIONS. (lb/size) 8=170/Mechanical, 5=170/Mechanical
FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES -
I) Unbalanced floor live loads have been considered for this design.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on.any electronic copies.
Thomas A AlbjE i PE -,No $93 4
Mi'ekilSA Irtc<F Cart863
6a94Patk Ea sf"Blvd TiM" G33811J
February 23,2018
A WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with Wake connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system, Before use, the building designer must vanity the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent truckling of individual truss web and/or chord members only, Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage_ For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, OSR-89 and SCSI Building Component 6904 Parke East Blvd,
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa,. FL 36610
Job Truss Truss Type Park Sq/ Sundance-
17i
0-A -
T13325064
P1730A J3 JAGK 3 1
Qty
ry
PIY
W rPnice 4p14f..______.
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:36 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-GjB_iyQ9xAQw3Zsb_Zczlj6kOcwLdCQc6Of51 jziF5X
1-0-0
Scale: 1"=1'
2x4 =
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well L!d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 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 FBC2017rrP12014 Matrix -MP Weiaht: 11 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=71/Mechanical, 2=188/0-8-0, 4=36/Mechanical
Max Horz 2=85(LC 12)
Max Uplift 3=-52(LC 12), 2--64(LC 12). 4=-4(LC 12)
Max Grav 3=71(LC 1), 2=188(LC 1), 4=52(LC 3)
FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=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) -1-0-0 to 2-0-0. Intenor(1) 2-0-0 to 2-11-4 zone,C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads.
3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 3, 64 lb uplift at joint 2
and 4 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on,;iny 0ectronic copies.
PEThomasAA)b4ni N0.3 0
A9i'ek t SA, Inc,L Cart 66`
6904 RarlfftA'648'. 31i13&1,tk,
February 23,2018
WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101II-7473 rev. 10/03l2015 BEFORE USE.
Design vatic[ for use only with MiTeM connectors. This design is based only upon parameters shown. and is for an individual building component, not
a truss system. Before use, the building designer must venfy the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSIrrPl1 Quality Criteria, DSBA9 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Atexandna, VA 22314_ Tampa, FL 36610
P-1
ob Tr ss Truss Type
T
Oty Ply ParkSq/ Sundance-1730-A
730A J7 JACK 20 t
T13325065
e[ C RG 149Sf.4.R
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:39 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwe"116K T2E5oVwlbAfh9HwMk6gggmgZA2pMule2ziF5U
1-DA _._....__.......... 7-0-0
1 0-0 7-0-0
Scale = 1.21.8
3x4 =
LOADING (psis SPACING- 2-0-0 CSI. DEFL. in lot) Ildeft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.14 4-7 580 240
TCDL 10.0 Lumber DOL 1_25 BC 0.54 Vert(CT) 0.24 4-7 348 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0,00 2 nta nta
BCDL 10.0 Code FBC2017ITP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=183/Mechanical, 2=342l0-3-8, 4=90lMechanical
Max Horz 2=175(LC 12)
Max Uplift 3=-135(LC 12), 2- 99(LC 12), 4=-8(LC 12)
Max Grav 3=183(LC 1), 2=342(LC 1). 4=129(LC 3)
FORCES. (lb) - Max. Comp,/Max, Ten, - All forces 250 (Ib) or less except when shown.
PLATES GRIP
MT20 2441190
Weight: 24 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4,2psf; BCDL=3.Opsf; h=25ft; Cat. Q; Exp B; Encl.,
GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 3, 99 lb uplift at joint
2 and 8 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on,any electronic copes.
Thomas A A1b ni E;t46.303 0
h9i'ek17SA,Ir,c.LCart66
69Q4 Park&'EaatBiya X` a361Q
February 23,2018
WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A411-7473 rev. 1"312015 BEFORE USE.
Design valid for use Only with Mire", Connectors. This design is based only upon parameters shownand is for an individual building component, not a
truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall vpbuilding design, Bracing indicated is to prevent buckling of individual truss web andtor chord members Only. Additional temporary and permanent bracing' is
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPN Quality Criteria, DSB-t19 and SCSI Building Component 6904 Parke East Blvd. Safety
information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, AJexandria, VA 22314. Tampa, FL 36610
Jab 'Truss Truss Type Qty Ply Park Sq/ Sundance-1730-A
T73325066
P1730A J58 JACK 1 1
Mid -Florida Lumber, Bartow, FL.
In I
8,130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:37 2018 Page 1
ID:3zzrE5595gHBgKdROwR6OYzkwee-kvlMvlRniTYnh)RnXG7orxfgQOC VMfgIL2PeZAziF 5W
Scale = 1:19.0
3x4 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0,06 4-7 >999 240 MT20 244/190
TCDL 10,0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.10 4-7 >668 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017(rP12014 Matrix -MP Weight: 20 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS, (lb/size) 3=146/Mechanical, 2=290/0-3-8, 4=73/Mechanical
Max Horz 2=145(LC 12)
Max Uplift 3=-108(1_C 12), 2=-86(LC 12), 4=-7(LC 12)
Max Grav 3=146(LC 1), 2=290(LC 1), 4=104(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) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11, Exp B; Encl.,
GCpi=0.18; MVVFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-7-4 zone;C-C for members
and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads.
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 108 lb uplift at joint 3, 86 lb uplift at joint
2 and 7 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature,
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on„pny electronic coes. ThornasA
A)b niRE"Io.39 A1i
e lTSA,1 c Cart RB 6994
Rark13 £ 1vd.T 1; 33611f February
23,2018 WARNING -
Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111II.7473 rev. 101,1312015 BEFORE USE. Design
valid for use only with MiTeks@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a
truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing is
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncabonq
storage, delivery, erection and bracing of trusses and truss systems, see ANSlfTP11 Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd, Safety
Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Jab ss Truss Type Oty Ply Park Sql Sundance-1730-A ,__..
P1730A JACKIJ
T13325067
i t
Job Referenceo if n
Mid -Florida Lumber, Bartow, FL, 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Feb 23 13 14 40 2018 Page 1
I D:3zzrE5595gHBgKdROwR6OYzkwee-8URUXKTg?OwMYAAMDPh WrZHO_DGfZOPB i OdIAUziF5T
I -1-5.0 4-2-15 _____.._.......
1-5-0 4.2.15
2x4 =
LOADING (psf) SPACING- 2-0-0
TCLL 20,0 Plate Grip DOL 1.25
TCDL 10.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FBC2017I P12014
Scale: 1 "=1 `
CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TC 0,22 Vert(LL) -0.01 4-7 >999 240 MT20 244/190
BC 0.18 Vert(CT) -0.03 4-7 >999 180
WS 0= Horz(CT) 0.00 2 BIB n/a
Matrix -MP Weiqht: 15 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=101/Mechanical, 2=262/1-0-0, 4=49/Mechanical
Max Harz 2=96(LC 4)
Max Uplift 3=-65(LC 8), 2 138(LC 4), 4-3(1-C 8)
Max Gray 3-101(LC 1), 2=262(LC 1), 4=75(LC 3)
FORCES, (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=25ft: Cat. 11, Exp B, End.,
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 65 Ill uplift at joint 3, 138 It, uplift at joint
2 and 3 lb uplift at joint 4.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 12 lb up at
1-&12, and 71 lb down and 12 lb up at 1-6-12 on top chord, and 10 lb down and 5 lb up at 1-6-12, and 10 lb down and 5 lb up at
1-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (Ib)
Vert: 9=7(F=4,B=4)
WARNING' Varffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 014479 rev, 10/63/2015 BEFORE USE.
Design valid for use only with MiTeM connectors. This design is based only upon parameters shownand 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 Wining
design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems. see ANSUTPIi Quality Criteria, DSB49 and BCSI Building Component Safety
Information available from Truss Plate Institute, 218 N. Lee Street- Suite 312, Alexandria, VA 22314. This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
Copies of this document
are not considered signed
and sealed and the signature
must be verified on,
pny (,lectroniq copies. Thames
A A1ba11RE No.3 Mf
ek t)SA, lrtc.L Cart&& I#
8Ad Paftt Elf 6kvd. i` 3381U February
23,2018 irm
6904
Parke East Blvd. Tampa,
FL 36610
Job Truss Truss Type
70tyPiy '
Park Sq/ Sundance-1730-
AT13325068P1730AKJ3A..
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Feb 23 13:14:40 2018 Page 1
I D:3zzrE5595gHBgKdROwR6OYzkwee-8URUXKTg?OwMYAAMDPh WTZHPxDHAZOPB 1 OdIAUziF5T
f--------_. 3-3-10 _...(
3-3-10
Scale-. 1 "=1'
7x6
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0,16 Vert(LL) 0.01 4-8 >999 240 MT20 244f190
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-8 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 1 ma n/a
BCDL 10.0 Code FBC2017ITP12014 Matnx-MP Weight: 13 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc punins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=88/Mechanical, 4=36tMechanical, 1=122/0-1-8
Max Horz 1=49(LC 4)
Max Uplift 3=-58(LC 4), 4=-4(LC 4), 1=-32(LC 4)
Max Grav 3-88(LC 1), 4=52(LC 3), 1=122(LC 1)
FORCES. (lb) - Max. Comp,[Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, Cat. 11, Exp B, End.,
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 20.0psf on the bottom chard 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula, Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint($) 1.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 3, 4 lb uplift at joint 4
and 32 lb uplift at joint 1.
8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 9 lb up at 0-7-8
on top chord, and 10 lb down and 5 lb up at 0-7-8 on bottom chord. The design/selection of such connection device(s) is the This item has been
responsibility of others. electronically signed and
10) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). sealed by Albans, Thomas, PE
LOAD CASE(S) standard using a Digital Signature.
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Printed copies of this
Uniform Loads (plf) document are not considered
Vert: 1-3=-60, 4-6=-20 signed and sealed and the
Concentrated Loads (lb) signature must be verified
Vert: 8-4(F)
on.,pQy Iectronic copies.
Titoht6s A Alhatir PE No.3$36or
h41'alttiSAl a.F Cart66
689d Park§ £ sf Blvd t`a fC_ 610
February 23,2018
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-747J rev. 10/03/2015 BEFORE USE.
Design valid for use only with MITekoo connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing lfrktisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the
fabrication. storage, delivery erection and bracing of trusses and truss systems, see ANSIITPI1 quality Criteria, D$5-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Truss TrussJobTruss Truss TypoTypo oty Ply Sq/ Sundance-1 730-Aty
EJACK
Pari(
T13325069
P1730A KJ6
b R ference (---n4U
Mid -Florida Lumber, Barlow, FL. 8A30 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13 14 41 2018 Page 1
ID:3zzrE5595qHBqKdROwR6OYzkviee-dh9tigUlmi2DAKlYm6C[?nqSqdT_[RuLGgNstxziF5S
1-5to
1-5-0 4-3-0 3-9-2
Scale = 1 183
4x4 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 Tc 0.66 Vert(L) -013 6-9 >718 240 MT20 244/190
TCDL 10.0 Lumber DOL L25 BC 0.75 Vert(CT) -0.28 6-9 >341 180
BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.01 5 n/a File
BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 33 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS, (IbIsize) 4-183/Mechanical, 2=431/0-11-5,5=327i'Mechanical
Max Horz 2=156(LC4)
Max Uplift 4=1 53(LC 13), 2=-202(LC 4), 5=-125(LC 8) FORCES. (
lb) - Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown, TOP
CHORD 2-3=5221215 BOT
CHORD 2-6=-295/492 WEBS
3-6=-529/317 NOTES-
1)
Wirjcl: ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3,Opsf, h=25ft: Cat. 11, Exp 8, Encl., GCpi=
0.18; M\rVFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=l .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 153 lb uplift at joint 4, 202 lb uplift at joint
2 and 125 lb uplift at joint 5, 6)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 12 lb up at 1-
6-12, 3 lb down and 12 lb up at 1-6-12, 5 lb down and 45 lb up at 4-4-12, 5 lb down and 45 lb up at 4-4-12, and 63 lb down and 99
lb up at 7-2-11, and 63 lb down and 99 lb up at 7-2-11 on top chord, and 4 lb up at 1-6-12, 4 lb up at 1-6-12, 8 lb down and 13 This item has been lb
up at 4-4-12, 8 lb down and 13 lb up at 4-4-12, and 48 lb down and 22 lb up at 7-2-11, and 48 lb down and 22 lb up at 7-2-11 on electronically signed and bottom
Chord. The design/selection of such connection device(s) is the responsibility of others. sealed by Albans, Thomas, PE 7)
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). using a Digital Signature. LOAD
CASE(S) Standard Printed copies of this 1)
Dead + Roof Live (balanced): Lumber Increase=1.25, Plate lncrease=l .25 document are not considered Uniform
Loads (plf) signed and sealed and the Vert:
1-4=-60, 5-7=-20 signature must be verified Concentrated
Loads (lb) on,,
aQy,qlectronic copies. Vert, 12=-126(F=-63, 13-63) 13=7(F=4, B=4) 14=-l6(=-8, B=-8) 15=-85(F=-43, B=-43) Thomas'kAIb4hiPEN6,1P ,,8 13% =-
d: February
23,2018 WARNING -
Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 41,111-7473 rev. 1010312015 BEFORE USE. Design
valid for use only with Wrtkilt) connectors. This design is based only upon parameters shown, and is for an individual building component, not a
miss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall bu
filing design. Bracing indicated is to prevent buckling of Individual truss web antbor chord members only. Additional temporary and permanent bracing t
always required for stability and to prevent collapse with possible personal injury and prOpery damage, For general guidance regarding the a s ' ,
piarew
fabrication,
storage, delivery, erection and bracing of misses and truss systems, see ANSIfTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East BNd, Safety
Information available from Truss Plate Institute, 218 N. Lee Street, suite m2, Alexandria, VA 22314. Tampa, FL W10
7 T—s Type
1301 =K17sob T13325070
Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Fri Feb 23 13:14:42 2018 Page
ID:3zzrE5595qHBqKdROwR6OYzkwee-5tYFy7\/wXOA4nUKkKCY_MbAlmx1r0UVK6PFNziF5R
1-5-0 5-2-5 9-10-13
1-5-0 5-2-5 4-8-8
6
3X8 5
3x4 =
Scale = 1,22.7
LOADING (psf) SPACING- 2-0-0 CsL DEFL. in (lac) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1,25 TC 0.82 Vert(LL) -0.30 6-9 >398 240 MT20 2441190
TCD1- 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.64 6-9 >186 180
BCLL 0.0 Rep Stress Incr NO WIB 0.35 Horz(CT) 0.01 5 n1a n1a
BCDL 10.0 Code FaC2017/TPI2014 Matnx-MS Weight: 40 lb FT = 20%
LUMBER- BRACING.
TOP CHORD 2x4 SP No, I TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No. 1 BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=134/Mechanical, 2=529/0-5-11, 5-375/Mechanical
Max Horz 2=186(LC 4)
Max Uplift 4-1 12(LC 4), 2=-244(LC 4), 5=-158(LC 8)
FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown,
TOP CHORD 2-3=-704/322
BOT CHORD 2-6=-415/664
WEBS 3-6=-712/444
NOTES-
1) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd-108mph, TCDL=4.2pst, BCDL=3.Opsf; h=25ft; Gat, II: Exp B; End.,
GCpi=0.18, MWFRS (envelope) gable end zone; Lumber DOL=l .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 112 Ito uplift at joint 4, 244 lb uplift at
joint 2 and 158 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 12 lb up at
1-6-12, 71 lb down and 12 lb up at 1-6-12, 34 Ito down and 45 lb up at 4-4-12, 34 lb down and 45 lb up at 4-4-12, and 61 lb down
and 95 lb up at 7-2-11, and 61 lb down and 95 lb up at 7-2-11 on top chord, and 10 lb down and 5 lb up at 1-6-12, 10 lb down and This item has been
5 lb up at 1-6-12, 23 lb down and 13 lb up at 4-4-12, 23 to down and 13 lb up at 4-4-12, and 42 lb down and 22 lb up at 7-2-11, electronically signed and
and 42 lb down and 22 lb up at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of sealed by Albani, Thomas, PE
others. using a Digital Signature. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). Printed copies of this
LOAD CASE(S) Standard document are not considered
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the
Uniform Loads (plf) signature must be verified
Vert: 1-4=-60, 5-7--20
on,,ariy 0ectronic cop' ies.
Concentrated Loads (lb)
Vert: 12-85(F=43. B=-43) 13=7(F=4, B=4) 14--16(F-8, 8=-8) 15=-71(F=-36, B=-36)
Thomas'kAIb4hiPE-N6 $-70 0
February 23,2018
WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0-7473 rev. 1010312015 BEFORE USE,
Design valid for use only with MiTek0connectoct, This design is based only upon parameters shown. and isfor an individual building component, not a
truss system. Before use, the Wilding designer must verify the applicability of design parameters and property incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is
always required for stability and to prevent collapse win possible personal injury and property damage. For general guidance regarding the fabrication
storage, delivery. erection and bracing of trusses and truss systems, see ANSIITPli Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety
Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610
Job Truss Truss Type
u
Oty Ply Park Sq/ Sundance-1730-A
T1332507t
R1730A MG1 MONO TRUSS 1 i firer
I Mid -
Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:43 2018 Page 1 I
D:3zzrE5595gHBgKdROwR6OYzkwee-Z36dAL WYIJI xPevxuXED4Cvr cR6YmC5ej_synpziF5O 1-
2-11-8 2-
11-8 5-
8-0 -I 2-
8-8 Scale =
1 20.9 1.
5x4 II LOADING (
psf) SPACING- 2-0-0 CsL TCLL
20.0 Plate Grip DOL 1.25 TC 0.45 TCDL
10.0 Lumber DOL 1.25 BC 0.94 BCLL
0,0 Rep Stress Incr NO WB 0.71 BCDL
10.0 Code FBC20171TPI2014 Matrix -MP Jx
y 4 6x6
DEFL.
in (loc) 1/deft Lid Vert(
LL) 0.04 5-7 >999 240 Vert(
CT) -0.06 5-7 >999 180 Horz(
CT) 0.01 4 We We LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD BOT
CHORD 2x6 SP No.1 WEBS
2x4 SP No.3 *Except* BOT CHORD 3-
4: 2x4 SP No.2 REACTIONS. (
lb/size) 1=1652/0-3-8, 4=1305/Mechanical Max
Horz 1=124(LC 8) Max
Uplift 1=-680(LC 8), 4=-532(LC 8) FORCES. (
Ib) -Max. Comp,/Max. Ten. -All forces 250 (lb) or less except when shown. TOP
CHORD 1-2=-2219/846 BOT
CHORD 1-5=-856/2000, 4-5=-856/2000 WEBS
2-5=726/1861.2-4=-2293/981 PLATES
GRIP MT20
244/190 Weight:
32 lb FT = 20% Structural
wood sheathing directly applied or 3-6-0 oc purlins, except
end verticals. Rigid
ceiling directly applied or 7-8-2 oc bracing. NOTES-
1)
Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3.Opsf, h=25ft, CaL 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 680 lb uplift at joint 1 and 532 lb uplift at joint
4. 6)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1697 Ib down and 810 lb up at 1-
8-12, and 819 lb down and 263 lb up at 3-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility
of others. 7)
In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD
CASE(S) Standard 1)
Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 1-4=-20 Concentrated
Loads (lb) Vert
8=-1697(B) 9=-819(6) WARNING •
Verify design parameters and READ NOTES ON THfS AND INCLUDED MITEK REFERENCE PAGE Mfh7473 rev. 10/03/2015 BEFORE USE. Design
valid for use only with MiTek14 connectors. This design is based only upon parameters shown, and is for an individual building component. not a
truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building
design. Bracing indicated is to prevent buckling of individual truss web andror chord members only. Additional temporary and permanent bracing is
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,
storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPh Quality Criteria, DSE-89 and SCSI Building Component safety
Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on,,
any electronic Copies. Thomas
A Albanf'PE1N6 393 copies.
Mi
tek Ski i C4rt&8 3894ParkSs
i1F`•"Dzg
February
23,2018 07.
6904
Parke East Blvd. Tampa,
FL 36610
Symbols
PLATE LOCATION AND ORIENTATION
3I " Center plate on joint unless x, ya
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
Q `11 fir«
For 4 x 2 orientation, locate
plates 0- '4' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20t20
software or upon request.
PLATE SIZE
The first dimension is the plate
width measured perpendicular4x4toslots. 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.
6-4-8 1 dimensions shown in ft-in-sixteenths
Drawings not to scale)
2 3
TOP CHORDS
BOTTOM CHORDS
neralF-
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 BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
p bracing should be considered.
O 3. Never exceed the design loading shown and never
tTj i stack materials on inadequately braced trusses.
Q
O 4. Provide copies of this truss design to the building
F- designer, erection supervisor, property owner and
ail other interested parties.
8 7 6 5 if 5. Cut members to bear tightly against each other.
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSILETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
6. Place plates on 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 ANSIITP€ 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
Lumber design values are in accordance with ANSI/TPI 1 114Bottom chords require lateral bracing at 10 n. spacing, section6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. established
by others. 15.
Connections not shown are the responsibility of others. C
2012 MlTekO All Rights Reserved MiTek
Engineering Reference Sheet: MII-7473 rev. 10/03/2015 16.
Do not out or after truss member or plate without prior approval
of an engineer. 17.
Install and load vertically unless indicated otherwise. 18.
Use of green or treated lumber may pose unacceptable environmental,
health or performance risks. Consuft with project
engineer before use. 19.
Review all portions of this design (front, back, words and
pictures) before use. Reviewing pictures atone is
not sufficient. 20.
Design assumes manufacture in accordance with ANSI/
TPI 1 Quality Criteria.
ii `r
zv^
m
24'
24'
24'
GARAGE
NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES.
FLOOR SPACING 247O.C.UNLESS OTHERWISE NOTED.
ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED.
J L 5-MUS26 1-PLYHGR
3-HGUG26' 2-PLYHGRS.
A b^ 15-MMUS46FLR.HSRS
APPROVED TRUSS ANCHOR BYBUILDER
8OTTOM=wu
TOP =4x2
2x4Cont. Band r-` TRUSS
END DETAIL APPROVED
TRUSS ANCHOR DYBUILDER PLUMB
CUT OVERHANG HEEL
HEIGHT =2x4 8OTTDM=
2x4 12
T0P=
2x4 S
Npw- 12
TRUSS
END DETAIL n^-
BARTOW.
FLDRIDA TRUSS
LOADING CONDITIONS N/
A r 28_171'8max
Y
Permit #
City of Sanford
Building and Fire Prevention
Product A.pprovl Specification Form
18-1265
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.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging Therma - Tru Single Door FI-8871.5
Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332A
Sectional Clopay Building Products 94/T40-W4 FL1 5279.20
Roll p
Automatic
Other
2. Windows
Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2
Horizontal Slider
Casement
Double Hung
Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL1 5349.1
Awning
Pass Through
Projected
Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 153512
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding James Harding Bldg Products Hardie Panel FL1 3223.2
Soffits Aluminum Coils, Inc Coils Soffits FI-12194.1
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
Underlayments Warrior Roofing 15 and #30 Roofing Felt FL2346,1
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature -
Applicant's Name fv\ g&-L ,
Please Print)
June 2014
Florida Building Code Online Page I of
8CIS Home , Log In User Registration Hot Topics Submit Surcharge Stats & Facts
1
Product ApprovaldbF, t, - I r 00—o'., USER: Public User
LMauqAWMALL4&nu >Product or Anpiir Hon Search > p Ica I n is > Application Detail
FL # FL8871-R8
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
8
oar ti
N, N'
m
Publications FBC Staff BCIS Site Map Links Search
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton, OH 43517
419) 298-1740
rickw@rwbidgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.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 Date 12/31/2021
Validated By Ryan J. King, P.E.
Validation Checklist - Harcicopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
EM of lade-pendgnStpdf
514DAAr-d
ASTM D1929
ASTM D2843
ASTM D635
ASTM E1300
ASTM E84
ASTM G26
TAS 201, 202, 203
Florida Licensed Professional Engineer or Architect
yv-m
1996
1999
2003
1998
2000
1995
1994
http://,AAww.tloridabuilding.org/prlpr_app_dt].aspx?param=wGEVXQNA,,tDqty3 . Wak2nHrp... 2/101/2018
Florida Building Code Online Page 2 of 3) 4:!
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 10/17/2017
Date Validated 10/17/2017
Date Pending FBC Approval 10/19/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name
8871.1 a. "ClassicCraft Rustic" Series
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant; Yes
Design Pressure: N/A
Other: See INST 8871,1 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and installation instructions.
Description
3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single
Door (X) - Inswing or Outswing
Installation Instructions
Fj InLt 8871 I_pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
f,887l _R AE,.(+h)_T- p
Created by Independent Third Party: Yes
8871.2 b. "ClassicCraft" or "ClassicCraft
Rustic" Series
3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X)
Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes F
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 8871.2 for Design Pressure Ratings by f3L-azi _F8
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions,
8871.3 c, "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with
Rustic" Series Sidelite (OX or XO) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes fLaL7j__U b) lntE 71 _L jf
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 8871.3 for Design Pressure Ratings by EL 871 _a8_AE b Eval 8871 idf
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.)
8871A d. "ClassicCraft" or "ClassicCraft
Rustic" Series
3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with
Sidelites (OXO) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FoaZ I _R Tab jns UL _Lj?L_1f
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 8871.4 for Design Pressure Ratings by E1_8871 R AE 1, vAl 8 71 4 df
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 ")' part numbers for these sidelites, which have been
stained or painted within six months of installation.)
8871.5 Z "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X)
Series Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes fLaaD/ P3_11 1b)2n5 71 _p jfL
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 F,8r, :L_PS AlaiEval 8871 5 df
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
hap://www.tloridabuildin.orglr/ r app dtlaspx?pararn=wGEVXQw-tDqty'1j Wak2nHM.. 2/10/.L'2018PIP — 3
Florida Building Code OnlineZ.-
Page 3 of 3Z-
8871.6 f, "FiberClassic" or "Smoothstar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with
Series Sidelite (OX or XO) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes LL-8 b 71 R —F] I t b I I 1-1571 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—M2—IR8 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 ")'
part numbers for these sidelites, which have been stained
or painted within six months of installation.) 8871.
7 9. "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 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 EL 871R8 AEt F vaLaaZ,1_7 pdf specific
Model and for any other additional use limitations Created by Independent Third Party: Yes and
installation instructions, (For Fiber -Classic and SmoothStar
sidelites, this product approval requires the use of "
Y' part numbers for these sidelites, which have been stained
or painted within six months of installation.) 8871.
8 lh, "FiberClassic", "SmoothStar", 60 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) ClassicCraft"'
or "ClassicCraft Inswing or Outswing Rustic"
Series Limits
of Use Installation Instructions Approved
for use in HVHZ: Yes 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 specific
Model and for any other additional use limitations Created by Independent Third Party: Yes and
installation instructions. 8871.
9 i. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraft"
or "ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic"
Series Limits
of Use Installation Instructions Approved
for use in HVHZ: Yes IL_LL) In5,LLaZLQj1gf 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 fLU71 Pa A- , Evk1—U-7—L2J2.0—f 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 "
Y' part numbers for these sidelites, which have been stained
or painted within six months of installation.) F.-
ocTl FN---11 QD-
M= :: Z§QL.Pi at— Tl h F'2 9 Ltan-t-91Q-4L7—IU-4 The
State of Florida is an AA/EEO employer. Flgr,,OL :: :: A i ill 4 m n :: Rgfund Statement Joinder
Florida law, email addresses are public records. If you do not want yoore-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail, It you have any questions, please contact 850.487.1395. -Pursuant to Seaton
455.275(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 annals provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply
a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F,S., please click tljqrg_. Product
Approval Accepts: M
U im E- M C'
edCard Safe http://'
NNAvw.
floridabuilding.org/ r/ r app dtl.a,spx?paraii-i=wGEVXQNNrtDqty-')IjWak2nHrp... 2/10/20 18 Z=,p1P
SMOOTH STAR & FIBER CLASSIC
FIBERGLASS SINGLE DOOR
INSWING / OUTSWING
qENERAL MOTES "
IMPACT"
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code ]FBC)
structural requirements including the "High Velocity Hurricane Zone" (HVHZ).
2, Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to bole material shall be
beyond wall dressing or stucco.
3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require
an impact resistant covering.
4- When used in areas outside of the "EIVI-1Z'requiring wind bome debris protection, this product complies with FBC
Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level'D"
and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1,
5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry
construction,
6. Site conditions that deviate from the details of this drowing require further engineering analysis by a licensed
engineer or registered architect.
7. Oulswing configurations using coastal sill item 44 under active doors meet water infiltration requirements for "HVHZ".
8. Inswing configurations and oulswing configurations using sill item 45 under the door do not meet the water
infiltration requirements for the "H07'and shall be installed only in non -habitable areas or a, habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy of overhang to sill is less
than 45 degrees.
TABLE Of CONTENTS
SHEET I DESCRIPTION
FHEET#
I Typical elevations, design pressures generaInalf1s
anchoring - 1 X buck masonry construction _-,` ______
22---
3 T6o,6n-eldefd)s (Fiber classic)
4 finn zanial cross sections
5 sections
Buck and fforre - 2X buck masonry construction
fram
of m6tw C o mp n,
37.75" MAX.
FRAME WIDTH
3&OT MAX.
PANEL WIDTH
0 O
iv
E z
Zj Ep 0
OVERALL DESIGN PRESSURE (PSI)
DOOR TYPE SWING FRAME
POS11FIVE71NEGATIVEDIMENSION
INSWING 37,75" x 98,00" 80.0 80.0-
SMOOTH
OUTSINING 37.75" x 96.59' 80.0 80.0
STAR
INSWING 37.75" x 98.00" 80.0 80.0
FIBER
OUTSWING 37.75" X96,50-F+80.0 1 -
80.
0 CLASSIC
See
Sheet 8 for design pressure Witations. t;
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z
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NOTE: WOOD DOOR COMPONENTS: PINE (SG >= OA2)
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NOTE: WOOD DOOR COMPONENTS: PINE (
SG >= 0.42) Sven 3 8
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Florida Building Code Online Page 1, of 6
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8CIS Home Log In User Registration Hot TOP.C$ Submit Surcharge j Stats & Facts Publications FBC Staff 5CIS Site Map Links Search
lf,Product ApprovalUSER: Public User
IL14k,
LMd_, A Ir vi M n ) > Product or ADOJicatior Search > mop r Gst > Application Detail
N.
FL # FL15279-R5
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
mwesterfield@clopay-com
Authorized Signature Scott Hamilton
shamilton@ciopay.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 Listing
Certification Agency Intertek Testing Services NA, Inc.
Validated By Gary Pfuehler
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) standard YgAlr
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
EL1527a RSEguiv 20170809 - FB. - DASMA 1115 uiv.
Product Approval Method Method I Option A
Date Submitted 08/!0/2017
Date Validated 11/29/20117
https://'Nk N7w.floridabuilding.or,-,!'pr.,'p r_ap p dtl.aspx?paran-i=wGEVXQw-tDqv'vVVKJZIQ... 2/11//2018
Florida Building Code Online Page 2 of 6
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page = 'a
12/05/2017
4 0 Pagei/ad 0
FL # Model, Number or Name Description
15279,1 001 W3-09 DSIE-IA171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min,;
2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9'0" wide)
64, 65, 62G, 62LG, 64G, SDP38, WINDCODETD W3 Garage Door
SFL38, SRP38, 134, 135, 136,
6130, 6131, 6133
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No Z-O-Q-f
Approved for use outside HVHZ: Yes
Impact Resistant: N/A F.LU279_._Eq QL, k_pdf
Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date
Other: The OPTIONAL glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for FI-15279 R n -_P V
windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc.
comply with the impact resistant requirement for windborne Created by Independent Third Party:
debris regions (ref 1609.1.4 FBC). Evaluation Reports
Created by Independent Third Party:
15279.2 002 W3-09 DSTE-IA471: GDISP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated
GRISP, GDILP, GR1LP, ARISP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.)
ARILP, EDISP, EDILP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODES W3 Garage Door
6132, SFC38, MFC38
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1S279 R5 C CAC LQrter with r QLpf n r t n dr f
Approved for use outside HVHZ: Yes of inspeCti n.pdf
Impact Resistant: N/A no f
Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date
Other: The OPTIONAL glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for y.Qf,
windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc.
comply with the impact resistant requirement for windborne Created by Independent Third Party:
debris regions (ref 1609.1.4 FBC). Evaluation Reports
Created by Independent Third Party:
152793 003 W3-09 DSTU-IA171: 9130, Double -skin Insulated PUR (exterior skin 27 ga, min.;
9!31, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
HDPL13, 7130, 7131, 7133, 8130, WINDCODE& W3 Garage Door
8131, 8133
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Na PLO-9-f
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date
other: The OPTIONAL glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for Py__=f
windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc.
comply with the impact resistant requirement for windborne Created by Independent Third Party:
debris regions (ref 1609.1.4 FBC). Evaluation Reports
Created by Independent Third Party: i
15279,4 004 W3-16 DSIE-IA171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.;
2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide)
64, 65, 62G, 62LG, 64G, SDP38, WINDCODEe W3 Garage Door
SFL38, SRP38, 134, 135, 136,
6130, 6131, 6133
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No PLIQ -0f
Approved for use outside HVHZ,. Yes pLn pe"ndf
Impact Resistant; N/A F; J5 7j_R5__ !I! __pcLf
Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date
Other: The OPTIONAL glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc.
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.5
https.,,';,",VN-,Y,v,w.floridabuilding.org/pri'Pr-a-pT)-dtl,aspx?param=wGEVXQNk-tDqv3 yVVKJZ 1 Q... 2/11/2018
Florida Building Code Online Page ') of 6Z:
005 W3-16 DSIE-IA471: GDISP, Gal lery/Artistry/Expressions: 1-3/8" Double -skin Insulated
GRISP, GD1LP, GP_1LP, ARISP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.)
AP,ILP, EDISP, EDILP, 4132, 2132, Double -Car (9'2" up to 16'0" wide) WINDCODES W3 Garage
6132, SFC38, MFC38 I Door
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-1A,171: 9130,
9131, 9133, HDP13, HDPF13,
HDPL13, 7130, 7131, 7133, 6130,
18131, 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).
Certification Agency Certificate
p I -' "Z - I . _1.Pr wi--- -
2LMM9 r n.odf
jrl_j 7q_L5 C CAC W3 Li,in Intertek.df
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
EL15229_a5_jL104028-P_tv0Uf
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& W3 Garage Door
Certification Agency Certificate
fin c is n cJf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
EL11271jP5 Ij_j04168-RcvQ1_pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.7 007 W3-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide)
75, 190, 84A, 94, 42, 48, 55, 425, WINDCODE& W3 Garage Door
48B, 55S, 4RST, 6RST, 4RSF, 6RSF
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant, N/A
Design Pressure: +20 PSF/-21 PSF
Other: The 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, 56G, 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
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 1609,1A FBC).
Certification Agency Certificate
of Contrac_* and oofpL_
Qf1
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLir27q P 2d'
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)
WINDCODE(& W4 Garage Door
Certification Agency Certificate
f
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
EL15279_R5 11 1016 _2-5-F evIl_p f
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by independent Third Party:
15279.9 009 W4-09 DSIE-IF471; GD2SP, Gal lery/Artistry/Expressions: 2" Double -skin Insulated EPS
GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single-
AR2LP, ED2SP, ED2LP, 4302, Car (up to 9'0" wide) WINDCODES W4 Garage Door
1 HDGC, 6202, SFC68, mFC68
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No EL1527 R5_C CAC Qf
Approved for use outside HVHZ: Yes
Impact Resistant: No pdf
Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date
Other: The standard glazing available for this product 05/21/2028
meets the wind load requirements of the building code but Installation Instructions
f
ittps:///,A A,xA,,floridabuilding.orc,,'pr%pr app dtl.aspx?param=wGEVXQwtDqv3vVVKJZIQ... 2/11/2018
Florida Building Code Online Page 4 of 6
DOES NOT meet the impact resistant requirement for Verified By: Intertek Testing Services NA, Inc.
windborne debris regions. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.10 010 W4-09 DSIU-11`171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.;
9201, 9203, HDP20, HDPF20, interior skin 27 ga. min,) Single -Car (up to 9'0" wide)
HDPL20, 7200, 7201, 7203, 6200, WINDCODE(F) W4 Garage Door
820,8203
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +28 PSF/-29 PSF
Other, The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.11 011 W4_09 DSIUO-IK479: CanyonIRidge/Brookstone
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +28 PSF/-29 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
Certification Agency Certificate
F! L5 ?_7 R5 C CAC 14Ctgr with prof of
of in ection;tdf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Double Skin Insulated PUR (exterior skin 27 ga. min.;
interior skin 27ga. min.) with Overlay Single -Car (up to 9'0"
wide) WINDCOD&& W4 Garage Door
Certification Agency Certificate
FL1 5272 RAr with , n f -f r n -,f 2Lin_-_aUL
qn_pdf FL15279 R5 (-
CAC W4 Lis Ljn_9_Insert tk_P_df Quality Assurance
Contract Expiration Date 05/21/
2028 Installation Instructions
Verified By:
Intertek Testing Services NA, Inc. Created by
Independent Third Party; Evaluation Reports
Created by
Independent Third Party: 15279,12
012 W4-09 PAN-21`151: 73, 1500, Steel Pan (min, 25 ga.) Single -Car (up to 9'0" wide) 75, 190,
84A, 94, 76, 42, 48, 55, WINDCODEe W4 Garage Door 428, 48B,
55S, 4PST, 6RST, 4PSF, 6RSF, 2RST,
GD5S, GD5SV, GP,5S, GP5SV, ARSS,
AR5SV, ED5S, EDSSV Limits
of
Use Approved for
use in HVHZ: No Approved for
use outside HVHZ: Yes Impact Resistant:
No Design Pressure: +
25 PSF/-32 PSF Other: The
standard glazing available For this product meets the
wind load requirements of the building code but DOES NOT
meet the impact resistant requirement for windborne debris
regions. 15279.13
013 W4-09 PAN-2F441: G4S, GS4, G4L, GL4,
GD4S, GD4L, GR4S, GR4L, G4SV,
GS4V, G4LV, GL4V, GD4SV, GD4LV,
GR4SV, GR4LV, E4S, E4L,
ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV,
S54, SL4, AR4S, AR41L, SS4V,
SL4V, AR4SV, AR4LV Limits of
Use Approved for
use in HVHZ: No Approved for
use outside HVHZ: Yes Impact Resistant:
No Design Pressure: +
25 PSF/-32 PSF Other: The
standard glazing available for this product meets the
wind load requirements of the building code but DOES NOT
meet the impact resistant requirement for windborne debris
regions. 15279.14
014 W4-09 SPO-2F449: Grand Harbor, Stone
Manor Certification Agency
Certificate fU 279
R5 C CAC Letter with rnnf of mritrarr and roof P t-
i I-1 sP".ctLqn_Of FL'6,
79 RS C AW4 i in Intp[jek.pdf Quality Assurance Contract
Expiration Date 05/21/2028
Installation Instructions f
Verified By:
Intertek
Testing Services NA, Inc. Created by Independent
Third Party: Evaluation Reports Created
by Independent
Third Party: Gal lery/Artistry/
Expressions: Steel Pan (min. 24 ga.) Single - Car (up to
9'0" wide) WINDCODE(& W4 Garage Door Certification Agency Certificate
e r w
ih proof of contract ang pLQ, f Q of mE,
tc' _'0L_P_df TLL5ZZ2_'.E Quality
Assurance Contract
Expiration Date 05/21/2028
Installation Instructions ELIL)
79 P'
348(_Peyk 2_f 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 9'0"wide)
WINDCODE W4 Garage Door https://www.floridabuild,
ing.org//P r/pr app dtl.aspx?paratn=wGEVXQw-tDqv'yVVKJZIQ... 2/1"018
Florida BuildinG Code Online Pa'-e 5, of 6
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 windborne
debris regions (ref 1609.1.4 FBC).
Certification Agency Certificate
L' 279 Pa_fC_CAQ Lgtter with woof of contract and roof
gLinsp"echQp ffn --k-O
L-_5_2-/Q _RS_C -AC W4 L shng Intertek -,.df
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.15 015 W4-16 DSIE-1F171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min,;
4301, 4310, 4400, 4401, HDG, interior skin 27 ga. min.) Double -Car (9'2" to 160" wide)
HDGL, HDGF, 66, 66G, 67, 67G, WINDCODE@ W4 Garage Door
68, SP200, SF200, SE200, 6200,
1620!,6203
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25.5 PSF/-25.5 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions.
15279.16 016 W4-16 DSIE-IF471: GD2SP,
GR2SP, GD2LP, GR2LP, AR2SP,
AP2LP, ED2SP, ED2LP, 4302,
HDGC, 6202, SFC68, MFC68
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25.5 PSF/-25.5 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions.
15279.17 017 W4_16 DSIEO-11`479: I Coachman/Settlers/Affinity
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +25 PSF/-25 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.18 018 W4-16 DSIU-1F171: 9200,
9201, 9203, HDP20, HDPF20,
HDPL20, 7200, 7201, 7203, 8200,
j8201,8203
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes .
Impact Resistant: N/A
Design Pressure: +25.5 PSF/-25.5 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1,4 FBC).
Certification Agency Certificate
CAC teL with p rk ntrj and prpef
of insoegt,onf
FL15279 P5 C CA W4 Listin rterfpk ndf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R, H 101 4,ql -R-P-, 1 3rif Verified
By: Intertek Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: Gallery/
Artistry/Expressions: 2" Double -skin Insulated EPS exterior
skin 27 ga. min.; interior skin 27 ga, min,) Double - Car (
9'2" up to 16'0" wide) WINDCODE(D W4 Garage Door Certification
Agency Certificate F
1 27C, L ih _j9Lga[_9 W.5- _fj.;gp_proof 2Li -
jatZLin_n_Ddf Quality
Assurance Contract Expiration Date 05/
21/2028 Installation
Instructions LL15219 _
E_' !C 4 9-B-Rev VDcff, aVerified
By: Intertek Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: Double
Skin Insulated EPS (exterior skin 27 ga. min.; interior
skin 27ga. min.) with Overlay Double -Car (up to 16'
0" wide) WINDCODE,8 W4 Garage Door Certification
Agency Certificate ELL
S27a_R5C CA Letter with pool of contract and r of 9UD'
5P&'gt!_QD_P1f Quality
Assurance Contract Expiration Date 05/
21/2028 Installation
Instructions Verified
By: Intertek Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: Double -
skin Insulated PUR (exterior skin 27 ga, min.; interior
skin 27 ga, min.) Double -Car (9'2" to 16'0" wide) WINDCODE@
W4 Garage Door Certification
Agency Certificate FLL5272
RS C CA!: Quality
Assurance Contract Expiration Date 05/
21/2028 Installation
Instructions Verified
By: Intertek Testing Services NA, Inc. Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: htps:/,,
N\v.loridabuildin=.orL"pr;' r- app dt.aspx"paran=A=GEVXQNtDqv3vVVKJZIQ... 2/l/2018
Florida Building Code Online Pac,Z:e 6 of 6
15279.19 019 W4-16 DSIUO- IK479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.;
Ridge/brookstone interior skin 27ga. min.) with Overlay Double -Car (9'2" to116'0" wide) WINDCODE@ W4 Garage Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +25.5 PSF/-25,5 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.20 020 W4-16 PAN-2F153: 73, 1500,
75, 190, 84A, 94, 42, 48, 55,
4RST, 6RST, 4RSF, 6RSF, GD5S,
GD5SV, GRSS, GR5SV, AR5S,
AR5SV, ED5S, 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
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions.
Go to Page = 40
Certification Agency Certificate
E L 15279 Pq CAC L roof
QL I,,) U I n f
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
F:L15279_R5_II IQ_4457-,Rev02.pdf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide)
WINDCODE(& W4 Garage Door
Certification Agency Certificate
of f
QLinsat ,ti nf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
EL15279 PS 111
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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40 Ild Page I / 8 0 0
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Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
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supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click D&rf,
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Florida Building Code Online Page I of 4Z11
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ublicUserdb-
ProducA r val Menu > Product or ;,policqL.On ;torjh. I Aw 00 L,i9 > Application Detail
FL # FL17499-P3
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/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, RE
R.I. Validation Checklist - Hardcopy Received
514DAWA
AAMA 506
AAMA/WDMA/CSA 101/l.S.2/A440
AAMA/WDMA/CSA 101/l.S.2/A440
Method 1 Option A
01/15/2018
01/15/2018
01/21/2018
Year
2011
2008
2011
htips:ll,N-w,w.floridabuildinc,.org,lpr,lpr_,-tpp_dtl.aspx?parain=wGEVXQwtDqtCUG-,,jQiz6B... 2/1,12018
Florida Building Code OnlineZ7- Page 2 of 4
Summary of Products
FL j Model, Number or Name Description
17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17429 R C CA!: MI Wind ws - I c H 'Fin Im act
Approved for use outside HVHZ: Yes j)_pdf
Impact Resistant: Yes FlU7499 R3 C C.AMI WinQws; - 18S SH (Fin) L51
Design Pressure: +55/-55 Qa0e If
Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be ELI:/:4 9P,3_C A- MI Windov Es,- 85SH 'ftAaqemLLIac _p beddedin
Pecora 896 sealant. LID-Pif F! 17499
R3 CAC MI Windows B5- r-1Flanqft)_ImaQc Quality Assurance
Contract Expiration Date 10/17/
2018 Installation Instructions
r:L174P
H 08-0254-B df Verified By:
Luis R Lomas PE-62514 Created by
Independent Third Party: Yes Evaluation Reports
FLI 74`
3_qR Created by
Independent Third Party: Yes 17499.2
185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of
Use Certification Agency Certificate Approved for
use in HVHZ: No FLU 7499, RA': AP Approved for use
outside HVHZ: Yes SH(FL(,-- waiver),cdf Impact Resistant: No
f!.;_74qa_.E.j_ t!jj \6 ino L .!j Fin f C- - _. _5_5 _L_jCW_pA_ Design Pressure: +60/-
60 fL12A2_LU3t_LFinl LLZjp f Other: R-PG60
FL174 9 P C CACMI Vvinrin-q - !RSH LIDL2d f Quality Assurance
Contract Expiration
Date 10/08/2018 Installation
Instructions 08- Verified
By: Luis
R
Lomas PE-62514 Created by Independent Third
Party: Yes Evaluation Reports FI-17499
R3 AE
Created by Independent Third
Party: Yes 17499.3 185 SH
136x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification
Agency Certificate Approved for use in
HVHZ: No FL17499 R3 C AARC (13363)EjZ2,9. Approved for use outside HVHZ:
Yes vav&-r)z.0! Impact Resistant: No Fi 17499
R-) C CAC M Wind W Design Pressure: +60/-60 FL17429
R3 C CAC MI Window ',Rl SH iFin) Other:R-PG601 FL17499 R3
C CAC MI Windows - 1 5 H F1 n Ll L-P qf Quality
Assurance Contract Expiration Date
10/17/2018 Installation Instructions
FL17499 R3 11
08-02550B.
oclf Verified By: Luis R Lomas
PE-62514 Created by Independent Third Party:
Yes Evaluation Reports Created by Independent
Third Party:
Yes 17499.4 185 SH 36x71
Fin, Finless, Flange Frame IG Single Hung Limits of Use Certification Agency
Certificate Approved for use in HVHZ:
No Approved for use outside HVHZ.
Yes Impact Resistant: No Quality Assurance
Contract Expiration Date Design Pressure: +60/-67 04/
25/2022 Other: R-PG60* Installation Instructions
fL_7429 P3 1 -_01
6- -, f Verified By: Luis P. Lomas, PE
PE-62514 Created by Independent Third Party: Yes
Evaluation Reports Lr,_.74 QR' AEI;
140 82ndf
Created by Independent Third Party: Yes
1 17499.5 1185 SH I
52x72 Fin/Flange Frame IG/SG Impact Single Hung I Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
f; 1 q 3 7 1. C N11 n oApprovedfor use outside HVHZ: Yes
ii, df Impact Resistant: Yes C MT L17499
R3 C CA Wind w 'Fin)_jnp_rt 1-ittps:%/Nk,,,,,rw'.floridabuilding.org/
prlpr_app_dtl.aspx9parai,n=wGEVXQwtDqtCUGovjQiz6B... 21/1/2018
Florida Building Code Online Page 3of 4Z:
Design Pressure: -55/-55 L- 11 d f
Other- R-PG55, Missile Level D, Wind Zone 3. Glass to be Fl i _74q9 RI_E-_CAC MI YV
12dfbeddedinPecora896sealant.
EL.I7499 P," im" art
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
I Z4_119,... 1.. 1 Lj - 4,& 1,.Q.0ff
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
I Created by Independent Third Party: Yes
17499.6 1 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No 185
Approved for use outside Hill Yes H_Cft-G waiver 5&tg I-8A 52 1-8 84 E! OO 1 8) d fp—
Impact Resistant; No F.t.L74 cl R.3C
Design Pressure: +60/-60
Other: R-PG60
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
kj7400_Rj 11 03-2LS4ff-2_pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
74qq
Created by Independent Third Party: Yes
17499.7 185 Triple SH --Till 1x72 Fin Frame IG/SG Single Hung I 10x72 Flange Frame
G/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No EL17499 R3 C CAC MI Windows 18S SH Trinip LElnj
Approved for use outside HVHZ: Yes
Impact Resistant: Na
Q)-of
Design Pressure: +50/-50 L4LO-1
Other: R-PG50* I
noel
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
E 17A22_E_3 :I 48m024$E.:.Pdf7
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
17499.8 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame
IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 P,3 C CA M Win ws - 'Pr `H Twin (Fm
LILApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL17422 P," C CA- M Win ow 18 M Twin Fin
Design Pressure: +45/-45
Other:R-PG45
FL17499 R3 C CAC MI Window 185 SH Twin (Ftnael ci)-
pj ' I Quality
Assurance Contract Expiration Date 10/
20/2018 Installation
Instructions Verified
By: Luis R Lomas PE-62514 Created
by Independent Third Party: Yes Evaluation
Reports 7kdf
ELI7491: _ 9_P,3_A_ 51"'Z2L- Created
by Independent Third Party: Yes back
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Florida Building Code Online Page 4 of 4
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records reques-, do not send
electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487,1395, 'Pursuant to
Section 455,275(l) Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they h ave one. The
t
emads pofficial providedmaybeusedforocialcommunication with the licensee. However emaii addresses are public record, it you do not wish to supplysuppa
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,
F.S., please click ntM, Product Approval
Accepts: 771 U
i l EE M credt Card
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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 70 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, IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL,
4, WHERE SHIM OR BUCK THICKNESS 15 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 OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUB[ SHED INSTALLATION INSTRUCTIONS.
6, WHERE YX BUCK 15 NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MLMORANE. SEL.ECTJON OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTENT) BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8, 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 OF 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 RIGID PVC.
12, UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR CLASS DETAILS,
13, APPROVED IMPACT PROTECTIVE SYSTEM l5_RRwMR D FOR THIS PRODUCT IN WIND BORNE
DF13RIS REGIONS.
14, FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE,
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
RFOS"qs
tIESCRIpflo" I DATE I APPRgVED
REVISED ANCHOR SPACING & CHARTS J O7f 11/16
REVISED GLASS 1 io/02/I 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
112" 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 INSTAL LED 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: ITOLLOW/FILLED BLOCK PER ASIM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 38GA (.048") FY=33KSI/FU=52KS1 OR
ALUMINUM 6063-15 FU=30KSI .048" THICK MINIMUM
TABLE OF CONTENTS
SHEET NO, I DESCRIPTION
IT NOT --ES_'__________
2 3 ELEVATIONS
4 10 INSTALLATION DETAILS
11 1 COMPONENTS
SIGNED: 1211412017
MI WINDOWS AND DOOSTREETRS, LLC
ETTMA650WESRK
1. L O'////
GRATZ, PA 17030-0370
5ISERIES185ALUMINUMSINGLEHUNGWINDOW
52" X 72" NON —IMPACT
NOTES S7AT OF
DRAWN:. o REV
N. G. 08-02549 9 A
j/ IIIHIONSC_E NTS 19" 12/29/14 1 S"E'T 1 OF 11
L. ROSERTOLOMASP.E Luis R. Lomas P.E. 1432 WOODFORD RD LEMSVILLE, NG 27023
FL No.: 62514434-6M 0609 0—sC.)W-,pe —
52" MAX FRAME W;t)Tf I
2" MAX 16" MAX O.C. 2- MAX 2" MAX
2"
16" 16,
MAX J MAX
0, C, O.G.
72" T_ 72"
MAX MAX
FRAME FRAME
HEIGHT J HEIGHT
1J Q 1.
R£ SONS
52" MAX FRAME WIDTH
A fZEI/;SFD ANCHOR SPACING & CHARTS 07111116 R L.
16" MAX O.C. 2" MAX -- - -----------_-
9 REVISED GLASS 10102117 R. L,
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FLANGE & FINLESS INSTALLATION FLANGE& FINLESS INSTALLATION
SEE CHART # I FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART # I FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
i&O.OPSF NONE
NOTES: S:
1, MAXIMUM SASH S17F: 51" X 36"
2. MAXIMUM SASH DJ_O,: 47 5/8" X 32 1/2",
3. MAXIMUM FIXED V,L,0_ 49 3/8" X 32 1/2",
HARDWARE SCHEDULE
METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL
BLOCK AND TACKLE BALANCE AT JAMBS
CHART#I
Number of anchor locations required
Frame Frame Width (in)
Height 18,00 1 24.00 30,00 36.00 1 42.00 48.00 52.00
in) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head JambHead Jamb
24.00_ 2 3 3 3 3 3 3 3 4 3 4 3 4 3
30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3
36,00 2 3 3 3 3 3 3 3 4 3 4 3 4 3
4200Z_ 2 4 3 4 3 4 3 4 4 4 4 4 4 4
48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4
54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5
6&00 2 5 3 5 3 5 1 3 5 4 5 4 5 4 l)
66.00 2 5 3 5 3 5 3 5 14 5 4 5 4 5
7200 1 2 6 3 6 3 6 3 6 1 4 6 4 4 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 & FINLESS ELEVATIONS
DRAWN DWG Aip.
N.G. 1 08-02549
TS 1"" 12/29/14 1 S"'I" 2 OF 11
I ROBERTOLOMASPE
1432 WOODFORD RD LEWISVILLE, NC 27023r4346880609
SIGNED. 1211412017
0t I I I I I I I 2C, P, 0 4f
BENS
OFfAi
0t4AL1"
I III I 110
Luis R. Lomas P.E.
FL No.: 62514
52" MAX FRAME WIDTH
2" MAX 10" MAX O.C. 2" MAX 2" MAX —
2-
10" 10"
MAX 0 c MAX O.C.
72" 72-
MAX MAX
FRAME FRAME
I I r I G J, I I HEIGHT
52" MAX FRAME WIDTH
10 MAX O.C. 2" MAX
4
X
REVISED ANCHOR SPACING P, L
REVISED GLASS tOf021i7 R 1,
CHART#2
Number of anchor locations required
Frame Frame Width (in)
Height 1&00 1 24.00 30.00 36 42.00 48.00 52,00
in) H & S I Jamb IH&S Jamb H&S Jamb H&S Jamb H&S Jamb H_&S Jamb H& S Jamb
24.00 3 3 1 3 3 4 3 5 3 5 3 6 3 6 3
30.00 3 4 1 3 4 4 4 5 4 5 4 6 4 6 4
3&00 3 5 3 5 4 5 5 5 5 5 6 5 6 5
42. 00 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
0,00 3 7 3 7 4 7 5 7 5 7 6 7 6 7
66,00 3 8 3 8 4 8 5 8 5 8 6 8 6 8
72.00 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 EXTER1013 VIEW
FIN INSTALLATION FIN INSTALLATION
SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
60.OPSF NONE
NOTES:
1, MAXIMUM SASH SIZE: 51" X 36
2. MAXIMUM SASH D1,0. 47 5/8" X 32 1/2".
3 MAXIMUM FIXED D.L,O.: 49 3/8" X 32 1/2".
HARDWARE SCHEDULE
METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR ME
BLOCK AND TACKLE BALANCE AT JAMBS
SIGNED: 1211412017
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET 04'
GRATZ, PA 17030-0370
0,6 5SERIES185ALUMINUMSINGLEHLINGWINDOW
52" X 72" NON —IMPACT p'//
FIN ELEVATIONS
zrOF
RDRAWN
NG, 08-02549
Luis R. Lornos P.E.
SCALE NTS I LATE 12/29/14 1 S""'T 3 OF 11
L. PORERTO LOMAS P.F.
1432 W)ODFORV RD LEW)SVILLE, NC 27023
FL NO.: 625144346880609
112" DIN
EDGE DISTANCE
A RCqSF0 ANCHOR SPACING A, CHARTS
WOOD FRAMING
OR 2X BUCK 6 REVISED GLASS
BY OTHERS
1 1/4" MIN,
EMBEDMENT
BACKER ROD
1/4" MAX. APPROVED
SEALANT SHIM SPACE
1 1/4" MIN, 1/4" MAX,
10 WOOD SCREW EMBEDMENT HIM SPACE
112"
INTERIOR MIN
EDGE INTERIOR
DISTANCE
10 WOOD
SCREW
WOOD FRAMING
EXTERIOR
OR 2X BUCK
BY OTHERS BACKER ROD
APPROVED gXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
BACKER ROD
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
SILL To BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
WOOD FRAMING OR 2X BUCK INSTALLATION
JIJO TIES,
1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY
2 PERIME7 ER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASIM E2112
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
DRAWN DWG I
N.G. 08-02549
SCALE NTS IDATE 12/29/14 ISHEET4 OF 11
I ROSERTOLOMASPE
1432 WOODFORD RD LEWISVILLE, NC 27023r— 434-688-0609 flloMas PkkMaspe C-I
IlAll AP. ROVc_p
SIGNED: 1211412017
9 L 0
A rAT OF
0
ONA,
Luis R. Lomas P.E.
FL No.: 62514
EDGE DISTANCEr -- ---r
3/2" ""'
STRUCIL)
BY OtHE
APPROVED
SE ALANT
1/4" MAX.
SHIM SPACE
DESCRIPTION
REVISED ANCHOR SPACN'G & CHARTS
REVISED GLASS
1/4" MAX.
SHIM SPACE
10 SMS OR
SELF DRILLING
SCREW
10 SMS OR
INTERIORINTERIORSELFDRILLING
SCREWS
2
EDGE
DISTANCE
EXTERIOR
METAL
EXTERIOR STRUCTURE
BACKER ROD
BY OTHERS
APPROVED
SEALANT
j H I JAMB INSTALLATION DETAIL
ff METAL STRUCTURE INSTALLATION
BACKER ROD
APPROVED
S[AtANI
META
STRUCTUR
BY off ER
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
METAL SMUFTLIRE INSTA LLATION6N
N07ES
I.INTL-'RIOR,4NDEXTERIOR FINISHES, BYOT)iERS, N07
SHOWN FOR CLARITY. 2
PERIMETER AND JOINT SEALANT BY OTHERS 70 BE DESIGNED
IN ACCORDANCE WITH ASTM E2112 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 DRAWN
f NO, N.
G. 08-02549 SCALE
JATS 1"'E 12/29/14 1 SIIE11 5 OF 11 L.
ROBERTO LEXIAS P E 1432
W"FORD RD LEWISVILLE, NC 27023 434-
686-0609 DATE
AFG'R{ritEO DJ
R.L. RA.
SIGNED:
1211412017 9
L 0 f
N r-%
14TAT OREY F0
Az - Luis
R. Lomas P.L. FL
No.: 62514
2 1"" ""'
EDGE DISTANCE
CCONCRF_I[IMASONRY
BY OTHERS
1 1/4"
OPTIONAL IX BUCK
MIN.
SEE NOTES 3 — 7
EMBEDMENT
SHEET I
1/4"' MAX.
BACKER ROD SHIM SPACE
APPROVED
SEALANT
3/16- TAPCON
INTERIOR
EXTERIOR
1 1/4" MIN.
EMBEDMENT
C()NCPi.TF/MASONRY
SAY CT}4CPC
3/16" TAPCON
REVISED ANCI40f? SPACING & CiIARIS
REVISED GLASS
1/4" MAX.
SHIM SPACE
INTERIOR
2 112"
MIN,
EDGE
DISTANCE
BACKER ROD
EXTERiOR
APPROVED
OPTIONAL IX BUCK SEALANT
SEE NOTES 3 — 7
SHEET I
JAMB INSTALLATION DETAIL
CONCRETEIMAi(5 ih7Y-IFV§j A—L Ti6—L,Ni
DATE AVPRWf0
NOTES:
SILL TO BE SET
IN A BED OF
1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
PACKER ROD APPROVED
NOT SHOWN FOR CLARITY.
APPROVED 3STRUCTURAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SEALANT SEALANT DESIGNED IN ACCORDANCE WITH ASIM E2112 SIGNED. 1211412017
OPTIONAL IX BUCK 1L.. 1/4" MAX. MI WINDOWS AND DOORS, LLC
SEE NOTE .3 — 7 X\\
1
D 04f I'// SHEET I
SHIM SPACE 650 WEST MARKET STREET
GRATZ, PA 17030-0370
CONCRFiE/MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW 6
BY OTHERS 52" X 72" NON —IMPACT 7:
FLANGE INSTALLATION DETAILS STATE OF "..
0
LIRAWN _G - REV
N. G. 08-02549 8
SCALE NTS 1"t 12/29/14 1 s"cc' 6 OF 11
VERTICAL CROSS-SECTION L, ROBERTO LOWS P E, Luis R. Lomas P.E.
CONCRETEIMASONRY INSTALLATION 1432 WOODFORD RD LEMSVILE, N(327023
434-686-0609 FL No.: 62514
WOOD FRAMING
OR 2X ElUCK
BY OTHERS
BACKER ROD
APPROVED
SEALANT
BACKER ROD
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
112" MIN
EDGE DISTANCE
1/4*' MAX.
HIM SPACE
410 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4- MAX.
SHIM SPACE
VERTICAL CROSS SECTION
t'VOODFRAMING OR2XBOGRINSTALLATION NOTES:
I
INTERIOR AND EXTERIOR FINISHES,BY07HERS, NOT
SHOWN FOR CLARITY, 2.
PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED
IN ACCORDANCE WITH ASTM E2112 1
1/4" MIN EMBEDMENT
I_
1/
2" MIN
EDGE
DISTANCE
10
WOOD SCREW
WOOD
FRAMING OR
2X BUCK BY
OTHERS REVISKJNS
REVISED
ANCHOR SPACING & CHARTS REVISED
GLASS 1/
4" MAX, SHIM
SPACE INTERIOR
BACKER
ROD APPROVED
SEALANT
JAMB
INSTALLATION DETAIL WOOD
FRAMING OR 2X BUCX INSTALLATION Ml
WINDOWS AND DOORS, LLC 650
WEST MARKET STREET GRATZ,
PA 17030-0370 SERIES
185 ALUMINUM SINGLE HUNG WINDOW 52"
X 72" NON —IMPACT FINLESS
INSTALLATION DETAILS DRAWN
no N.
G. 08-02549 NITS
1"' 12/29/14 1 S"" 7 OF 11 E
L, ROBERTO LOMAS P , 1432
WOODFORD RD LEWISVILLE, NC27023 r431-688 0609 M,—C&W—sp, — TATF_
j
APPROVED
SIGNED:
1211412017 A\
ti
ENq " k*
cp
p4TAT70_
F S, /
ONACM'' Luis
R. Lomas P. E. FL
No,: 62514
2 112" MIN
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
OPTIONAL IX DUCK
14 1 1/4" MIN.
EMBEDMENTSEENOTES37
SILEET I
1/4" MAX.
BACKER ROD SHIM SPACE
APPROVED
SEALANT
3/16" TAPCON
INTERIOR
EXTERIOR
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
3/16- TAPCON
2 112"
MIN,
EDGE
DISTANCE
REVISIONS
REVISED ANCHOR SPACINC, & CHARTS
REVISEO GLASS
OPTIONAL IX BUCK
SEE NOTES 3 — 7
SHELF I
1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
BACKER ROD
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEIMASONRY INSTAL LA PON
SILL TO BE SET
IN A 810 OF NOTES:
BACKER ROD APPR.O VED 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, APPROVED
SEALANT
STRUCTURAL NOT SHOWN FOR CLARITY, v SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OPTIONAL IX BUCK 1/4" MAX
DESIGNED IN ACCORDANCE WITH ASTM E2112
SEE NOTE 3 - 7 SHIM SPACE SIGNED: 1211412017
SHEET I
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
00 41
CONCRETE MASONRY
A GRATZ, PA 17030-0370
BY OTHERS
SERIES 185 ALUMINUM SINGLE HUNG WINDOW 51
52" X 72" NON -IMPACT
4
LTATa FINLESS INSTALLATION DETAILS -p 4 OF
0
DRAWN ""Z R 10'
0
VERTICAL CROSS SECTION
TS 1' 12/29/14
08-025
9 OF 11 //01111111 j\\Ncomc_RETEaWA YINSTALLADON
L.ROBER TO LOMAS P.E.Luis R. Lomas P.E. 14,12 WO()DFORD RD LEWISVILLE, NC 27023r "4.14 6,98-0609 FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
7116- MIN
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
WOOD
FRAMING
BY OTHERS
1/4" MAX
SHIM SPACE
REVIStOtiS
REV;SED ANCHOR SPACING & CHARTS
REVISED CLASS
WOOD FRAMING
1/4" MAX
BY OTHERS ,HIM SPACE
INTERIOR #
8 WOOD SCREW
INTERIOR
1 1/4"
MIN..
EMBEDMENT
APPROVED
SEALANT
EXTERIOR BEHIND FIN
7/16" MIN EXTERIOR
EDGE DISTANCE
7/16" MIN
EDGE DISTANCE
APPROVED
SEALANT
BEHIND FIN
LIADLUPALN1
VERTICAL CROSS SECTION
WOOD -- -6FRAMWO 'R2XfWWINSTALLATION
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X DUCK INSTALLATION
NOTES
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
1/4" MAX NOT SHOWN FOR CLAMI TY.
SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
Ml WINDOWS AND DOORS, LLC
650 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
DRAWN:
N G 08-02549
NTS I -TI 12/29/14 1 SHEET 10 or 11
L. ROBERTOLOMASPF
314 WCX)DFO,4?DRDLEWiSV;LtE,NG27tl23r42342688-
0609 dtomasPkl—,p— DATE
2/
17 Rl 0 /f IL"6— - SIGNED:
1211412017 11
R,
L TAT
0 IF Z 13
Luis
R. Lomas P.E. FL
No.: 62514
METALAt
STRUCTURE
BY OTHERS
APPROVED
SEALANT
INTERIOR
EXTERIOR
BACKER ROE
APPROVEC
SEALANT
METAL
STRUCTURE
SY OTHERS
112" MIN
EDGE DISTANCE
114" MAX.
SHIM SPACE
S ORI,
SELF DRILLING
SCREW
VERTICAL CROSS-SECTION
METAL STRUCTURE INS TALLA 74ON
NO TES
I INTER)ORAND EXTERIOR FINISF4E,3,BYOTHERS, NOT
SHOWN FOR CLARITY. 2
PERIMETER AND JOINT SEALAN7 BY OTHERS TO BE DESIGNED
IN ACCORDANCE W17H ASTM E2112 SILL.
TO BE SET IN
A BED OF APPROVED
STRUCTURAL
SEALANT
1/
4- MAX. SHIM
SPACE REVISED
ANCHOR SPAORG & CHARTS REViSE0
GiAss 1/
4" MAX, SHIM
SPACE 10
Sms OR INTERIOR SELF
DRILLING SCREWS
EDGE
DISTANCE
EXTERIOR
METAL
BACKER ROD STRUCTURE
APPROVED BY
OTHERS SEALANT JAMB
INSTALLATION DETAIL METAL
STRUCFUiiilNSiA!l7A jj7o N- MI
WINDOWS AND DOORS, LLC 650
WEST MARKET STREET GRATZ,
PA 17030-0370 SERIES
185 ALUMINUM SINGLE HUNG WINDOW 52"
X 72" NON --IMPACT FINLESS
INSTALLATION DETAILS ORAWN,
NO, N.
G. 08-02549 5c4"
NTS JrATE 12/29/14 soleB OF 11 I
ROBERTO LOMAS P E 14.
12 WO('.)DFORD RD LEWISVILLE, NC 27023 434-
586-0699 DATE
Rl,
R
SIGNED:
12114120 17 c
04TAT
OF zt 0
REV
R I B
Luis
R. Lomas P.E. FL
No.: 62514
2 3/16
13/16"
III
LIT=`
FLANGE FRAME HEAD,
cm- 18501
ALUMINUM6063-T5 050'THICK
2 51/16" -
FLANGE FRAME SILL
CM 18502
ALOMINUM6063-T5.055' THICK
1 314 11 IT, j —
LOCK RAIL/STILE
cm-1-8563 ------
ALUMINUM 6063- T5 062' THICK
GLAZING BEAD
RIGhl) PVC.050' THICK
1 7/8" -
I T-
2 3/16"
L
FLANGE FRAME JAMB
cm- 18503
ALUMINUM 6063- T5,050'THICK
2 5/16"
T
1
2 13/1 E
FINLESS FRAME SILL
CM 18554
ALUMINUM 6&63-T,'5.055'THICK
1 7/16"
2 S 16
L
SASH BOTTOM RAIL
cm- 18555
ALUMINUM 6063-T5,050"THICK
SASH STILE
TNFIW507
ALUMINUM 6063-T5.050"THICK
2 3/16"
1 5/16"
J----
FINLESS FRAME HEAD
ow-18553
ALUMINUM 6063-T5.050' THICK
2 5/16-
3 314"
L ---0
FIN FRAME SJLL
cm- 18509
ALUMINUM 6063- TS.055" THICK
11 1/8- F1 —
1 2' J—
PAI MEETING
RAIL C
iVf18-504ALUMINUM
6063-T5.055'THICK 1
1 3/8L- 2
3116" Ir L FINLESS
FRAME JAMB cm-
las 13 ALUMINUM
6063-T5,050"THICK 2
3/16" 2
5/16" I ---
FIN
FRAME HEAD cm-
18508 ALUMINUM
6063-75.050'THICK 2
3/5- 2
3/16" L--
q- FIN
FRAME JAMB CM
18510 AL.
UMINUM6063-TS.050'THICK REVISIONS
DESGNtPTWTI
MT AITRIWED REVISED
AP4CHOR SPACINI, & CHARTS 07/ 1 1/16 R REVISED
GtAsl; R'L 5/
8" - 1/
8" ANN. - 1/8" ANN. 8"
ANN. jj
090
PV8 BY KURARAY MFIAL
REINFORCED PUlYI,
SPACEP EXTERIOR
INTERIOR
1/
2" BITE SILICONE SEALANT
SETTING
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
DRAWN
IWG 1* REv N.
G. 08-02549 SCALE
NTS I DATE 12/29/14 1 S"VE' 1 1 or 11 L.
ROBERTO COMAS P, E. 1432
WOODFORD RD LEWISVILLE, NC 27023 434
M8-0609 SIGNED:
1211412017 0
77 E "
4,9, 'p Si
ATE OF 0
o//
0NAL 111111100
Luis
R. Lomas P.E. FLN. .:
62514
Florida Buildina Code Online PacTe I of 3
F"On, 7,
BCIS Horne 1 Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications F5C Staff i BCIS Site Map Links Search
Product Approval
jif) USER: Public User
AP ""oati-ri Detail
71 x
FL # FL15349-R9
Application Type Revision
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DERR 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 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 Fixed
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, RE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) 5-tmdmd Year
AAMA 506 2011
AAMA/WDMA/CSA 101/LS. 2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/31/2017
Date Validated 12/31/2017
Date Pending FBC Approval
Date Approved 01/04/2018
https:l',I-wrw-w,.floridabuilding.org/prlpr_app__dtl.aspx?paran-i=wGEVXQ,A-tDqtH8S72qvdW1... 1/3 1/2018
Florida Building Code Online Page 2 of 3
Summary of Products
FL # LModel, N.-b., or Name Description
15349.1 1185 PW 73 x 72 Insulated Glass
I Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +60/-60 04/03/2018
Other: CW-PG60 Installation Instructions
FL152q9
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
EU5242—.Rg AE S1'31?4B odf
Created by Independent Third Party; Ye
15349.2 1185 PW 159 x 54 Triple CHS Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
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 f_1LU42 Rom?_jL_Qa:2ZJ43_0f
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
EU5
Created by Independent Third Party: Yes
15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No EL 1. 5_4 9_P 9 __Q A AP ls4 4 df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 06/25/2021
Design Pressure: +55/-55 Installation Instructions
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass fL 15 49
consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514
annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes
was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports
FL15_349R9 AE-5 2 d1f
Created by Independent Third Party: Yes
15349.4 185 PW impact 159 x 54 Triple CMS Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ. No
Approved for use outside HVHZ*. Yes
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 01/24/2021
Other* FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions
consisted of 1/8" annealed exterior - spacer - 3/32" PLja4_9FL9 IL 6146. df
annealed / 0.090 Solutia PV6 / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514
bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes
Evaluation Reports
fLl-a
Created by Independent Third Party: Yes
15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No F; Jc-4 R - A AP(- 7' ndf
Approved for use. outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/05/2020
Design Pressure: +55/-55 Installation Instructions
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass
consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514
annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes
was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports
EL15249 R9 AE 512 77B
Created by Independent Third Party: Yes
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2601 BI— stone Road, jjjit h F' ""'.Q9 atj 4 4
The State of Flonda is an AA/ES0 employer. arjvaq, ,m n jA- h Statement :: agLung emer,
https://w-,,,,w.floridabuilding.orc,!'Pr/pr app dtl.aspx?parani=wGEVXQw-tDqtHg57'-IqvdWI... 1/3 :1 1/2018
Florida Buildinc, Code Online Page 3 of 3
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail tc this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487, 139S. 'Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have are. The err ils provided may be used for official communication with the licensee. However email addresses are punks record. It you 00 not wish to
supply a personai address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click
Product Approval Accepts:
M U 09 S a
Credit Card
Safe
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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, IX 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 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW 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 L5 R£Q_VJ= 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.
REIASIONS
DESCRIPTION DATE I APPROVED
REVISED INSTALLATION DETAIIS O6/01f15 R.T.
REVISED NAME AND ADDRESS 10/27/16 1 R1.
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,OOOPSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSi OR
ALUMINUM 6063—T5 FU=3OKS3 .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.
MI WINDOWS AND DOORS, I_LC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
NOTES
TABLE OF CONTENTS DRAWN; Dwo NO
SHEET NO.1 DESCRIPTION J.L. 08-02357
1 1 NOTES SCALE NTS IDATE 09/03/14 1SHEET 1 OF 12
2 = 3 1 ELEVATIONS, CHARTS AND GLAZING DETAILS
4 12 1 INSTALLATION DETAILS
L. ROSERTO LOMAS P.E.
1432 WODOFORD RD LEWISVILLE, NC 27023
434-568 0609 ft-913-pe-con,
SIGNED: 1111512016
9LIlIL1.1V/
1 ti,'XGENS;gcP!'
T,ATE OF 'mt,J
Rcv 'i'nF•'OR10A.
Luis R. Lomas P.E.
FL No.: 62514
REVISIONS
72 1/2" MAX FRAME WIDTH
REV DESCRIPTION DATE APPROVED
6" MAX — 18" MAX O.C. 6" MAX
NOTES: A REVISED INSTALLATION DETAILS 06/01/15 R.L.
1, MAXIMUMD.L.O.: 59314'X693/4" 9 REVISED NAME AND ADDRESS 10/27/16 R.L.
I
CHART #9
18" Number of anchors required (wiihaut rigid filters)
MAX O.C. Frame Frame width (in)
Heighl 24,00 1 30,00 36,00 42,00 48,00 1 54,00 60,00 66.00 72,60
I it HAS bl HAS Vmb HAS Jamb HAS Pamb HAS Jambl HAS Jamb HAS Jamb HAS Jamb HAS amb
24.00 2 2 2
2Z34
2 3 2 d 2 4 2 d 2 5 2
30,00 2 2 2 2 2 3 2 4 2 4 2 4 2 5 2
71 1/2" 36.00 2 3 2 3 3 3 3 4 3 4 3 5 3 5 3
MAX 42.00 2 3 2 3 3 3 3 4 3 3 5 3 6 3
FRAME
48,00 2 3 2 3 3 3 3 4 3 5 3 6 3 6 3
HEIGHT
54,00 2 J 2 J 4 3 4 4 4 5 4 6 d 7 4
60,00 2 4 2 4 5 3 4 5 5 5 6 5 7 5
66,00 2 92 4 5 3 6 d fi 5 6 6 6 1 6
71.60 2 5 2 5 6 3 5 4 7 5 7 8 7 7 7
REFER TO CHARTS ------SERIES 185 ALUMINUM FIXED WINDOW
1 & #2 EXTERIOR VIEW CHART#2
FOR NOMB£R OF -
ANCHORS REQUIRED Number of anchors required (wNh rigid filters)
72 1/2" MAX FRAME WIDTH Fame Frame width fin)
6" MAX — 18" MAX O.C.
Height 24.00 30.00 1 36.00 42.00 48.00 1 54,00 0,00 66,00 72.50
6" MAX it") HAS Jamb HAS Jamb HAS P..b HAS Jamb HAS J.mbI HAS P.mb HAS amb HAS lamb HAS amb
24,00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
30,00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
6"
36,00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3
342,00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5
48,00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3
54,00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4
60.00 2 4 2 4 3 4 3 4 3 4 4 4 0 4 4 4 5 4
71 1 /2" 18"
66,00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4
MAX MAX O.C.
71.50 2 5 2 5 3 5 3 5 3 5 4 5 1 4 5 1 4 5 5 5
FRAME SEE SHEETS 4-7 FOR INSTALLATION DETAILS
HEIGHT
j
REFER TO CHARTS — SERIES 185 ALUMINUM FIXED DESIGNER WINDOW
1 & #2 EXTERIOR VIEW
FOR NUMBER OF
ANCHORS REQUIRED
DESIGN PRESSURE 17ATING IMPACT RATING
60.OPSF NONE
MI 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
DRAWN; DWG No.
J.L. 08-02357
SCALE NTS DATE 09/03/14 5'-2 OF 12
1, HOBc"RTO LOMAS P.E.
1432 WOODFOAD RD LEWISVILLE, NC 27023
434-b88-0604 tttomas 7ricmaspa.cxI,
SIGNED, 1111512016
R- L/off
6 61
REV '`''CflRiDA•-
Luis R. Lomas P.E.
FL NO.; 62514
71
F
FF
Fit
v
1 I
L
72 1/2" MAX FRAME WIDTH
I
18" MAX O,C.
18"
MAX O,C.
1/2"
VAX
AME
GHT
6" MAX
REFER TO CHART #3
SERIES 185 ALUMINUM FIXED WINDOW
FOR NUMBER OF
EXTERIOR VIEW
ANCHORS REQUIRED
72 1/2" MAX FRAME WIDTH —
6" MAX — J 18" MAX O.C. — 6„ MAX
00
18"
MAX-7O.C—.
1
71 1/2"
MAX
FRAME 00
HEIGHT
I
REFER TO CHART #3
FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW
ANCHORS REQUIRED EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
60.OPSF NONE
NOTES:
1. MAXIMUM D.L.O,: 69 314'X 68 314"
RE14S10NS '
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 Rl,
t3 REVISED NAME AND ADDRESS 10/27/16 R.L.
CHART#3
Number of anchors required (fin inslalla(ion)
Frame Frame width Iinj
Height 24,00 30.00 36,00 1 42.00 1 48,00 54,00 60.00 66,00 1 71.50
m) Md5 lamb HAS amb H&S Jambi HIS J-151 HAS Jamb H&S amb H&S Jamb HAS ainbj HAS amb
14.40 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3
30,00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3
36,00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3
42.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4
48,00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4
54,00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4
60,00 3 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 6 S
66.00 3 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 6 5
71.50 3 6 3 6 3 6 4 6 4 6 4 6 5 5 5 6 8 6
SEE SHEET 8 FOR INSTALLATION DETAILS
MI WINDOWS AND DOORS, LLG
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FIN ELEVATION & CHART
DRAWN: DWG NO,
J.L. 08-02357
s uE NTS — 09/03/14 IS-3 OF 12
L. RORERTO LOMAS P_E.
1432 W"FORD RO LEWISVILLE, ,VC 27023
434-638-0609 dkb asLalfriomasPe.c
SIGNED: 1111,512016
t i 1Ril lLIo /
7 u,
XOEN0 q+P it4.
T AT 61
Lk
REV
0R14P. JONA
I-C
Luis
R. Lomas P.E. FL
No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
APPROVED
SEALANT
EXTERIOR
112" MIN.
EDGE DISTANCE
1 1/4" MIN.
F EMBEDMENT
T/4" MAX j
SHIM SPACE
10 WOOD SCREW
10 WOOD SCREW
RICIO FILLLR
BACKER ROD
APPROVED 1/4*' MAX-
SEALANJ SHIM SPACE
WOOD FRAMING 1 1/4" MIN.
OR 2X BUCK
EMBEDMENT
BY OTHERS
1/2" MIN,
EDGE DISTANCE
VERTICAL GROSS SECTION
WOOD FRAMING &fi-2TRUCK1,N—SFALLATION 1
1/4" MIN, 1/4" MAX, EMBEDMENT
SHIM SPACE EDGE
A INTERIOR 10
WOOD SCREW
WOOD
F R EXTERIOR OR
2X BUCK BACKER
ROD BYOTHERS & APPROVED
SEALANT
JAMB
INSTALLATION DETAIL WOOD
FRAMING OR 2X BUCK INSTALLATION METAL
SIRUCTURE
BY
OTHERS BACKER
ROD APPROVED
SEALANT
EXTERIOR
BACKER
ROD APPRO'
VED SEALANT
META
STRUCIUR
BY
OTHER 3/
4" MIN EDGE
DISTANCE 1/
4" MAX, j
SHIM SPACE IF
I10
SMS OR SELF
DRILLING SCREW
INTERIOR
SMS
OR DRILLING
W
FILLER
1/
4" MAX, SHIM
SPACE 3/
4- MIN EDGE
DISTANCE VERTICAL
CROSS SECTION METAL
STRUCTURE INSTALLATION 1/
4" MAX. SHIM
SPACE 3/
4" MIN. INTERIOR
EDGEDISTANCE10
S S OIR SELF DRILLIG
SCREWS METAL.
EXTERIOR
STRUCTURE
BACKER
ROD BY OTHERS &
APPROVED SEALANT JAMB
INSTALLATION
DETAIL METAL STRUCTURE
INSTALLATION REASIGNS REVISED
INSTALLATION
DETAILS REVISED IIAME
AND ADDRESS 11AIS ANIR011D
I R.
L. NOTES: 1.
INTERIOR
AND EXTERIOR FINISHES, 13Y OTHERS, NOT SHOWN
FOR CLARITY. 2. PERIMETER
AND JOINT SEALANT RY OTHERS TO LIE DESIGNED IN
ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016
MI WINDOWS
AND LAC MARKETDOORS, 650WST. s g. GRATZ, PA 17030
ENS 0 5 I
SERIES 185ALUMINUMFIXEDWINDOW73" X 72"
NON -IMPACT 7 XTAT R;
FINLESS INSTALLATION DETAILSWITHOUTFILLERSDRAWNNO, REV
08-02357 B
P NAL. 11111110\ Luis
R.
Lomas
P,E, FL No.: 62514
GA LE NTS
j-'E 09/03/14 --4 OF 12 L. ROBERTOLOMASPE 1432
WOODFORD RD
LEWISVILtf-, AAC27023 434-68,9-
W9 C
2 1/2" MIN,
EDGE: DISTANCE
CONCRETE/MASONRY
BY OTHERS
OPTIONAL IX BUCK
4 1 1/4- MIN.
SEE NOTES 3 — 7 EMBEDMENT
SHEET I ----T
BACKER ROD
APPROVED
SEALANT
EXTERIOR
BACKER ROD
APPROVED
SEALANT
OPTIONAL IX DUCK
SEE NOTE 3 -- 7
SHEET I
CONCRETE/MASONRY
BY OTHERS
1 1/4" MIN,
EMBEDMENT
CONCRETE/MASONRY
1/4" MAX. BY OTHERS
SHIM SPACE
OPTIONAL IX BUCK
SEE NOTES 3 -- 7
SHELF I
3116" TAPCON
INTERIOR 3/16" TAPCON
3/16" TAPCON
1/4" MAX.
SHIM SPACE
1 1/4" MIN.
EMBEDMENT
2 1/2" MIN.
EDGE DISTANCE
VERTICAL GROSS SECTION
INS TALLATIONSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED )NACCORDANCE WITH ASTME2112 REVISIONS
REVISED
INSTALLATION DETAILS REVISED
NAME ANO ADDRESS 1/
4" MAX, SHIM
SPACE INTERIOR
2
112" MIN,
EGE
DISTDANCE
EXTERIOR BACKER
RD[) APPROVE
D SEALANT
JAMB
INSTALLATION DETAIL CONCRETEIMASONRY
INSTALLATION) D!
Tf I APPROVED R.
E. SIGNED:
1111512016 MI
WINDOWS AND DOORS, LlC L
650
W. MARKET ST. GRATZ,
0
NsF
PA17030SERIES
185 ALUMINUM FIXED WINDOW 0 51 73"
X 72" NON —IMPACT FINLESS
INSTALLATION DETAILS WITHUT FILLERS TATE OF DRAWN
REV 4ORk 08j-
0t2357
8 SJALf. DAIE0OF 12 NTS //5 IL. ROBERTO LOWSPE
Luis R. Lomas P.E. 1432 WOODFORD RD
LEW)SVILI E, NC 27023 FL No.: 62514
WOOD FRAMING
DR 2X BUCK
BY OTHERS
BACKER ROD
APPROVED
SEALANT
EXTERIOR
BACKER ROD
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
112" MIL'T
EDGE DISTANCE
1 1/4" MIN
F EMBEDMENT
SHIM SPACE
RIGID FILLER
10 WOOD SCREW
INTERIOR
10 WOOD SCREW
RIGID FILLER
1/4" MAX,
SHIM SPACE
MIN
EMBEDMENT
1/2" MIN,
EDGE DISTANCE
VERTICAL CROSS SECTION
vvO6D_FRAMING OR2_X_ BUCKINSTALLATION 1
1/4" MIN, 1/4' MAX, EMBEDMENT
SHIM SPACE RIGID
FILLER 1 /
2" MILT EDGE
DISTANCE INTERIOR
I
1
METAL
STRUCTURE
BY
OTHERS BACKER
ROD APPROVED
SEALANT
EXTERIOR
BACKER
ROD APPROVED
SEALANT
META
STRUCTUR
BY
OTHER 3/
4- MIN EDGE
DISTANCE 1/
4" MAX, SHIM
SPACE RIGIO
FILLER 10
SMS OR SELF
DRILLING SCREW
INTERIOR
SMS
OR DRILLING
W
FILLER
1/
4" MAX, SHIM
SPACE 3/
4" MIN EDGE
DISTANCE VERTICAL
CROSS SECTION METAL
STRUCTURE INSTALLATION 1/
4" MAX, SHIM
SPACE RIGID
FILLER 3/
4- MIN - EDGE
DISTANCE INTERIOR 10
WOOD #10 SMS OR SCREW
IV
SELF
DRILLING SCREWS
WOOD
F P l 7 EXTERIOR METAL ___.-_—,_.—
BY
EXTERIOR
OR
2X HUCK 71 ELL
OTHERS BACKER ROD STRUCTURE BACKER ROD APPROVED
BY OTHERS & APPROVED SEALANT
SEALANT JAMB
INSTALLATION DETAIL JAMB INSTALLATION DETAIL wc,
66 _FRAwwc, OR 2X -at—) FK 7PiS_T 4L L A TION METAL STRUCTURE INSTALLATION GATE
APPROV11) ROVISED
INSTALLATION VEIAItS PEViSff)
NAME AND ADDRESS NOTES,
I.
INTERIOR AND FXTFRJOR FINISHES, BY OTHERS, NOT
SHOWN FOR CLARITY. 2,
PERIMETER AND JOINT SFAI,ANT BY OTHERS TO BE DESIGNED
IN ACCORDANCE WITH AS TM E2112 SIGNED:
1111512016 MI
WINDOWS AND DOORS, LLC 650
W. MARKET ST, 0 GRATZ,
PA 17030 SERIES
185 ALUMINUM FIXED WINDOW 73"
X 72" NON --IMPACT FINLESS
INSTALLATION DETAILS WITH RIGID FILLERS 0 F DWr
NO, JL.
08-02357 B Luis
R, Lomas P,E. ISCALE
NTSHATE09/03/14 ISHE"6 OF 12 L.
ROBERTOLOMASPE 1432
WOODFORD RD LEWISMLE, NC 27023 FL
No.: 62514 434CSS.0609
REVISIONS
REV DESCRIPTION 1.1E Alll'.,ylv
2 1/2" MIN,
A RFVJSED INSTALLATION DETAILS 15;]R1T, EDGE
DISTANCE B REVISED NAME AND ADDRESS R.L. CONCRETE/
MASONRY 9Y
OTHERS 1
1/4" MIN, OPTIONAL
IX BUCK 1
1/4" MIN. EMBEDMENT
SEE
NOTES 3 -- 7 EMBEDMENT
SHEET
I CONCRETE/
MASONRY BACKER
ROE) 1 _/4 " —MAX—T BY OTHERS 1/4" MAX. APPROVED
C SHIM SPACE SHIM SPACE SEALANT
J OPTIONAL iX BUCK RIGID
FiLLFR SEE NOTES 3 __ 7 RIGID
FILLER SHEETI3/
16" I`APCON EXTERIOR
INTERIOR 3/16- TAPCON INTERIOR BACKER
ROD 3/
16" TAPCON APPP.
ovib RIGID FILLER SEALANT
1/
4" MAX, 2 1/2" OPTIONAL
IX PUCK SEE
NOTE 3 _77 SHIM SPACE MIN, SHEET
I EDGE °
DISTANCE
EXTERIOR CONCRETE/
MASONRY PACKER ROD N
APPROVED 13Y
OTHERS /4" MIN, SEALANT EM19JEDMENTJAMB
INSTALLATION DETAIL CONCRE
TEIMASONRY INS TALLA TION 2
1/2" MIN, GE
D EDGEDISTANCEVERTICAL
GROSS SECTION CONCRETE/
MASONRY INSTALLATION SIGNED:
1111,1512016 MI
WIND O50WS . MAANDRKETDOORS, LLC01illhjr/j/ S 6WST. NOTES:
GRATZ, PA 17030 1.
INTERIOR
AND EXTERIOR FINISHES,
BYOTHERS, SERIES 185 ALUMINUM FIXED WINDOW 0 5 NOT SHOWN FOR CLARITY. 73"
X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID
FILLERS 2, PERIMETER ANDJOINT SFALANTBY OTHERST013ETATOFDESIGNEDINACCORDANCE WI fil
ASTM E2112 0 R I C.L. -
E 085072357 NTS /
11,1111119//TOF
12
0, L. ROBERTOLOMASPELuisR. Lomas
P.E. 1432 WOODFORD RD LEWISVILLE, NC
27023 434-CS8 0609 FL No":
62514
WOOD FRAMING
OR 2X FR)(,K
By ONIERS
BACKER ROD &
APPROVED SEALANT
HFHIND FLANGE
112" MIN.
EDGE DISTANCE
1 114" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
RIO WOOD SCREW
EXTERIOR INTERIOR
10 WOOD SCREW
RIGID FILLER
BACKER ROD A
APPROVED SEALANT 1/4" MAX.
HUHIND RANGE SHIM SPACE
WOOD FRAMING 1 1/4" MIN.
OR 2; RUCK
EMBEDMENT
BY OTHERS
112" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
112 MLN,
EDGE DISTANCE
INTERIOR
10
WOOD FRAMING
OR 2X BUCK EXTERIOR
BY OTHERS BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
14006FRAPX JNO KINS7ALLA7ION5ii)FIM
METAL
STRUCTURE
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
1/4" MAX,
SHIM SPACE
10 SMS OR
ELF DRILLING
CREW
EXTERIOR INTERIOR
10 SMS OR
SELF DRILLING
Iz SCREW
BACKER ROD & RIGID FILLER
APPROVED SEALANT
BEHIND FLANGE 1/4- MAX,
I SHIM SPACE
STRUCTURE
BY OTHERS
3/4- MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL ifRTI—CTV E 1NS-0-ALL—A NON
1/4" MAX,
SHIM SPACE
3/4" WE!. INTERIOR
EDGE DISTANCE
10 SMS OR
SELF DRILLING
SCREWS
METAL EXTERIOR
STRUCTURE
BY OTHERS BACKER ROD &
APPROVE[) SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
ON
REVISED ;NSTALLATION DE fA4-S
ViSEV NAME AND ADDRESS
06/01/15 RL
3 012 711 F f>t
NOTES'
I INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTAA E2112
SIGNED: 1111512016
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
777FLANGEINSTALLATIONDETAILSWITHOUTFILLERS T OF
o.
PAWN
08-02357
REV
B
DAIE I SKETSCLfNTS09/3/ 014 8 OF 12
L. POSER FO tOMAS P E.
1432 WOODFORD RD LEWISVILLE, PJC 27023
Luis R. Lomas P.E.
FL No.: 62514
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS o
1 1/4" MIN,
OPTIONAL IX BUCK - - - - - ° EMBEDMENT
SEE NOTES 3 - 7
SHEET 1
BACKER ROD &
APPROVED SEALANT SHIM SPACE
BEHIND FLANGE
EXTERIOR
BACKER ROD & -
A.PPROVED SEALANT
BEHIND FLANGE
OPTIONAL 1 X BUCK -
SEE NOTE 3 - 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
3/16" TAPCON
INTERIOR
3/16" TAPCON
1/4" MAX.
SHIM SPACE
e • °
4
a
2 1/2" PAIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEIMASONRY INSTALLATION
1 1/4" PAIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1 X BUCK
SEE NOTES 3 - 7 a
SHEET 1
3/16" TAPCON
2 1/2" <
MIN.
a
EDGE
REVISONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 10/27/16 R. L.
1/4" MAX.
SHIM SPACE
INTERIOR
DISTANCE EXTERIOR
BACKER ROD &
APPROVED SEALANT
1 1/4" MIN. BEHIND FLAI4GE
EMBEDMENT
JAMB INSTALLATION DETAIL
CONCAETEIMASONRY INSTALLATION
SIGNED: 1111512016
MI WINDOWSW. ANDK'50ORS, LLC
o
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOWNOTES: l0 51 *=
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 73" X 72" NON-IMPACT,qNOTSHOWNFOACtARITYFLANGEINSTALLATIONDETAILSWITHOUTFILLERSa , STAT OF cL
2. PERIMETER AND JOINT SEALANT BY OTI4FRS TO BE
E2112
0. tL
SjL
N: Dwc NO. 8DESIGNEDINACCORDANCEWITHASTM 0 R
OS-02357
X77I%J
l'ASCALENTSDATE09/03/14 SHEET 9 OF 12 111'•,
L. ROBERTO LOMAS P E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023 FL NO.: 62514
434-688-0609 dtomaa@idpmaspe. com
1/2" MIN.
EDGE DISTANCE
WOOD FRAMING -- / J 1/4" MIN.
OR 2X BUCK % EMBEDMENT
0Y OTHERS
1/4" t,1AX.
BACKER ROD & SHIM SPACE
APPROVED SEALANT
BEHIND FLANGE RIGID FILLER
1S 10 WOOD SCREW
METAL
STRUCTURE
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
1/4" MAX.
SHIM SPACE
CID FILLER
10 SMS OR
ELF DRILLING
REW
EXTERIOR EXTERIOR INTERIOR
INTERIOR
10 SMS OR
10 WOOD SCREW
SELF
SCREW
RILLING
BACKER ROD &
RIGID FILLER
BACKER ROD & RIGID FILLER
APPROVED SEALANT 1/4" MAX. APPROVED SEALANT
BEHIND FLANGE SHIM SPACEJ' BEHIND FLANGE - 1/4" MAX.
SPACEjISHIM
WOOD FRAMING
OR 2X BUCK
1 1/4" MIN.
METAL
STRUCTURE
BY OTHERS
EMBEDMENT BY OTHERS
3/4" MIN
1 J2 MIN
EDGE DISTANCE
1- EDGE DISTANCE VERTICAL CROSS SECTION_
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
WOOD FRAMING OR 2X BUCK INSTALLATION
RE'4SiONS :.
REV DESCRIPTION On7E APPROUEO
A REVISED INSTALLATION DETAILS D6f07 f 15 R.L.
B REVISED NAME AND ADDRESS 10/27/16 I R.L..
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1/4" MAX.
1 1/4" MIN. 1f4" MAX. SHIM SPACE
EMBEDMENT SHIM SPACE
RIGID FILLER
i — RIGID FILLER
1/2" MIN.
3/4" MIN.
DISTANCE
INTERIOR
SIGNED.' 1111512016EDGEDISTANCEEDGE
INTERIOR
MI WINDOWS AND DOORS, LLC
ST. 11 /i650W. MARKET
GRATZ, PA 17030
J\ . •
ti10WOOD10SMSOR
SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW
SCREWS 73" X 72" NON -IMPACT
WOOD FRAMING
EXTERIOR METAL EXTERIOR
FLANGEIr— INSTALLATION DETAILS WITH RIGID FILLERS
fll ,srrtt=
p , STATE OF cN
pry. OR 2X BUCK
BY OTHERS BACKER ROD &
STRUCTURE
BY OTHERS
BACKER ROD & oRnwN: owc NO. REv i ZORin;• '..
S' • - • . • - G
S/ONA 11 VFIANCSEALANTAPPROVED SEALANT OS _ 2357 B BEHIND
BEHIND NGEGALE NTS DATE 09/03 14 S eE 10 OF 12 JAMB_
INSTALLATION DETAIL JAMB INSTALLATION DETAIL L. ROBERTO LOMAS P. Luis IsR. Lomas P.E. WOOD
FRAMING OR 2XBUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LEWISVILLE, NO 27023 FL
NO.: 62514 434-
669-0609 AfomasOa lRomaspe corn
2 1,12" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
4.
14 1 1/4" MIN,
OPTJOI` -JAL IX BUCK EMBEDMENT
SEE NOTES 3 7
SHEET 1
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
OPTIONAL IX BUCK
SEE NOTE 3 - 7
SHEET I
CONCPF FF/fAASONPY
BY OTHERS
1/4" MAX.
SHIM SPACE
RIGID FILLER
3/16" TAPCON
INTERIOR
3/16" TAPCON
RIGID FILLER
1/4" MAX.
SHIM SPACE
ATE APPRMEO
REVISED INSTALLATION DETAILS 06/01/15 R L
REV6ED NAME AND ADDRESS 10127116 R.L.
1 1/4" MIN,
EMBEDMENT
F,
CONCRETE/MASONRY
BY OTHER, 1/4" MAX.
SHIM SPACE
OPTIONAL IX BUCK
SEE NOTES 3 - 7
SHFFT I RIGID FILLER
3/16- TAPCON INTERIOR
1 1/4" MIN.
EMBEDMENT
2 112" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY -INSTALLATION
2 1/2-
MIN,
EDGE
DISTANCE EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLATICE
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
011GINED: 111151,2016
MI WINDOWS AND DOORS, LLC
NOTES,
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, 650 W. MARKET ST.
L 0
NOT SHOWN FOR CLAPI I Y, GRATZ, FA 17030
SERIES 185 ALUMINUM FIXED WINDOW2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTM E2112
73" X 72" NON -IMPACT 4.T';AfFLANGEINSTALLATIONDETAILSWITHRIGIDFILLERS5-lpll OF
0 RDRAWN: NO IV
L. 08-02357
N
ALSCE DA" FNTSI09/03/14 "" 11 OF 12 11 1—
L. R0.Rlll 1011"Es P. F. Luis
R. Lomas P.E. 7432
woODFonD RD Lcwtswu E, Ne 27N-j FL
IN 62514 4346880609d;-,ekA-,V-
REV DESCRIPTON DATE APPROVED
A REVISED INSIALIATION DETAILS 06/01/15 P.ii.
APPROVTO B RC,11SED NAME AND ADDRESS 10127116 R 1"
SEALANT-----
BEHIHOLNJ 1 1/4- MIN.
EMBEDMENT
W6 OOD WOOD
SC FRAMINGSCREW
BY OTHERS
1/4" MAX.
SHIM SPACE WOOD FRA
1/4" MAX
3/8 11 MIN BY OTHERS SHIM SPACE
EDGE DISTANCE j
6 WOOD
INTERIOR
SCREW
INTERIOR I- -
EXTERIOR 1 1/4-
MIN.
NOTES:
1/4" MAX
I INTERIOR AND EXTERIOR FINISHES, 8YOTHERS.
SHIM SPACE
APPROVED NOT SHOWN FOR CLARITY.
SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
BEHIND FIN DESIGNED IN ACCORDANCE WITH ASTM E2112
3/8" MIN
EXTERIOR
3/8" MIN EDCE DISTANCE
EDGE DISTANCE
JAMB INSTALLATION DETAIL
6 WOOD-- WOOD
SCREW FRAMING WOOD FRAMING OR 2X BOOK INSiALLA [ICA
APPROVED — 1/4" MIN. BY OTHERS
SEALANT EMBEDMENT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X Bt ICK INSTALLATION
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
DRAWN: wr 0,
J, L, I 08-02357
1
SCALE NTS I —E 09/03,14 L"11112 OF 12
1. ROBEFOO tOMAS PE
WOODFORD RD LEWISVII I E, NC 27023
SIGNED: 1111512016
R, L o
iT A _0F
tOR10t-
tr1
1810NAI, _-
Ltjjs R. Lomas P.E.
FL No.: 62514
Florida Building Code Online Page I of 3Z:
R14
lit
5CIS Home Log in Use( Registration Hot Topics Submit Surcharge Stats & ;acls Publications FBC Staff t 5c's Site Mao Links Search
rProduct Approval (
A USER: Public Use,
11—o > Application Detail
7, 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
bsitiinger@m'wd.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
7-- Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Luis R Lomas, RE
the Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Steven M. Urich, RE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
ELLI—iUL-R7 L=f
5Aandard
AAMA 450
Method I Option D
Year
2010
https:,/,,',A,-",rw.floridabuilding.or,,/P r/pr app dtl.aspx?param=wGEVXQxvtDqtl-18571 qvdv 71S... 2111/2018
Z:,
Florida Building Code OnlineZ:1 Pale 2 of 3
Date Submitted 10/16/2017
Date Validated 10/23/2017
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
5764 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No ELL5121 P 11- 144 f
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 51221,,?Bj2 f
span: 104-1/4". Created by Independent Third Party: Yes
15353.2 5764 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No 1`1-153;3 E3 TI 14-, k f
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant* Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion FL P
span: 83" Created by Independent Third Party: Yes
15353.3 5765 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ: No f]L 1 3- R i I Q_4 1) d f
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion fL!.,—,,53 R
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 n3EL4 a_ _qf 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 F span:
83". Created by Independent Third Party: Yes 15353.
5 CM-18514 Vertical Aluminum Mullion Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL15353 R3 11 aL:, 4R f 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 AE51216(-B. df length -
83". Created by Independent Third Party: Yes 15353.
6 CM-18520 Horizontal Aluminum Mullion Limits
of Use Installation Instructions Approved
for use in HVHZ*. No fll" I 1- U 4D-5-p-dj 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 PlL! 5a53 R3 AE 21ZL7 span -
156-3/8" Created by Independent Third Party: Yes 1
15353.7 1 CM-18523 I Horizontal Aluminum Mullion I Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL15353 R3 11 0 5 L'45Zt .Of 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 span -
104-1/4". Created by independent Third Party: Yes 15353.
8 CM- 1853 1 Vertical Aluminum Mullion Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL15353 R3 II 08-014-436,p-jf Approved
for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 https:
I'I,w,w-w,.floridabuilding.org,,'pr,lpr_app_dtl.aspx?parani=wGEVXQ,\N,-tDqtH8572qvdWIS... 2/1/2018
Florida Building Code Online Page 3 of 3
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 _AF_51 ZQ67tp,
span - 83" Created by Independent Third Party: Yes
15353.9 _JCM-18532 I Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ. No LL3_53R3 11 Approved
for use outside HVHZ: Yes 08014535_
pdF 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 fj!_5 52 R3 f span -
156-3/8" Created by Independent Third Party: Yes 15353.
10 CM-18533 Vertical Aluminum Mullion Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL15°S3 R3 I! q, 44B, Approved
for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact
Resistant: Yes Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
Max single window size: 52-1/8" x 84". Max mullion R3 _Af_ q_LjQ span:
83" Created by Independent Third Party: Yes 15353.
11 CM- 18534 Horizontal Aluminum Mullion Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL15353 R3 II 08-0145,JB.=f 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 FL15M 51112IrL p p ff span:
156-3/8". Created by Independent Third Party: Yes F-
771 Fl`i--_Xt QntAa_
V5 :: 2601 New Stone. Road jajj?has F` Qp The
State of Florida is an WEED employer, copyright 2001-2011 SLajt_qLFlqnjL, :: av I , mi" :: FCCes tbillty Statement c Refund Statement Under Florida
law, email addresses are public record,. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail
to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8$0,487,1395. `Pursuant to Section 4SS.
275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have
one. The emars provided may be used for official communication with the licensee. However email addresses are public record. If you co not wish to supply a
personal address, please provide the Department with an email address which can be made available to the duolic. To determine if you are a licensee under Chapter 455,
F.S,, please click Lgrg_. Product Approval
Accepts: M 9:
1 tl E M creda" Card
Safe https:/'/,'
NN"
A'W.floridabuilding.oro.,"Pr,,,'Pr app -NrGEVXQ A-tDqtH857"-qvd,A,'IS... 2"'T"21018 t.- Z — _dtl.aspx?
param=
NOTES:
I ) T14L PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO SrRUCTURE. FRAMING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3) ALLOWABLE STRESS INCREASE OF 113 WAS NOT USED IN THE
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
4) APPROVED IMPACT PROTECTIVE SYSTEM ls_NOT _R_QULRED 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.
1
6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE
SHOWN IN THIS DRAWING. WINDOWS MOST BE MANUFACTURED BY MI
WINDOWS AND DOORS, INC,
7) DESIGN PRESSURE Or MULLED UNIT SHALL BE CONTROLLED BY THE
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL
WINDOW OR DOOR uNir.
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 NOT EXCEEDED AND MULLION 15 ANCHORED ACCORDING
TO THIS DOCUMENT.
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING, CODE
CHAPTER 16.
2) DETERMINE IRIBUTARY WIDTH AND MULLION SPAN BASED ON
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH.
3) LOCATE. MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION
SPAN ANO TRIBUTARY WIDTH RESPECTIVELY 15 THE MULLION RATING
FOR PRODUCT IN STEP 2.
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1.
TARY WIDTH =
WI -- I W21---- 111111_
2
DESCRIPTION DATE
REVISED INSTALLATION DETAILS 06/10/15
REVISED ANCHORING NOTES & (NSIL OET, 06/07/17
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
S14EET 3.
2) FOR ANCHORING INTO CONCRETE USE 1/4" ELCO ULTRCOLI TAPCON
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM
EMBEDMENT WITH I" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN INSTALLATION DETAILS SHEET 3.
3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING
SCREW WITH 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 SHALE NOT BE USED IN SUBSTRATES WITH STRENGTHS
LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A, WOOD - MINIMUM SPECIFIC GRAVITY OF G=0,42
F3, CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE N,
TYPE I (OR GREATER).
D. METAL STRUCTURE -STEEL 18CA (.048") FY=33KSI/FU=52KSI
OR ALUMINUM 6063-45 FU=3OKSI .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.
1HEREAFTCR, STAGGER SCREWS AT EACH WINDOW.
TABLE OF CONTENTS
SHEET NO, DESCRIPTION
I NOTES
2 CONFIGURATIONS AND OR CHART
3 INSTALLATION DETAILS
4 COMPONENTS
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
5764 - VERTICAL MULLION
83" MULLION SPAN
GENERAL NOTES
DRAWN
V1, 1 08-01439
SCALE NTS I GATE 01/11/12 1 '-IT I OF 4
L ROBERTO COMAS P.E.
f432 W(X)DrORD RD LEWtSWLLE, NC 27023
434-6880609 rlIctwsc&(el-a5p&corn
APPROVED
Rl.
R.L.
SIGNED: 1011312017
0iIIlIRLIll(j////
0
5
OFTATOF
O.
ON At
1"Ill(ItI0
Luis R. Lomas P.E.
FL No.: 62514
REVISKiNs
107 3/8" 107 3/8- 107 3/8"
REV DESCWPTKI. p
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH [_
5AREVISEDNSTAtIATIONDETAILS06/10/1 R, L,
WI W2 WI W I
REVISED ANCHGRiNG NOTES & (NSTL JET_ 06/07/17 RA,
83" 83" 83"
FRAME FRAME WINDOW FRAME 4DOW INDOW
HEIGHT WINDOW WINDOW HEIGHT WINDOW HEIGHT ------- ----------
IAM UON (MULLION (MULLION
SPAN) SPAR) Ld [j/[L Lill
107 3/8"
COMBINED WIDTH
I-_-__ W I W2
F_ __
WINDOW
f RAW
N tH(AGII IT WI DO WINDO]
MALL
SPAN)
WI W2
107 3/8- L-7COMBINED WIDTH
Desi rr pressure ratincil(pso
Mullion
an (in)
Tributary width (in)
18E13 25.50 36.00 42.00 48.00 52-13
120.0 120,0 120,0 120.0 120,0 1200
37.38F49.63
1200 0 120,0 120,0 120.0 120.0
1200 9& 3F33, 81,2 76,9 75.2 75A
6 2-0-0 7IT _0 52 2 79 7 35,9 33A 32.3
6!E6 3 59,6 4 7 310 29,6 27A 263
72,W_f44,9 327 24.4 21.8 19.9 19.0
1 84.00 281 1 203 i - I - 7_1
LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND 00 NOT
INCLUDE FLANGE.
Fi
107 3/I
COMBINED WIDTH
W2
83"
WINDOW
FRAME
HFIGHT
MULLION
SPAN)
WI W2
107 3/f3
COMOINEO WIDTH
F_
107 3/11"
COMBINED WIDTH
WI W2
83"
WINDOW
FRAME
HEIGHT WIN W y WINDOW
MULLION
SPAN)
W I W2
107 3/8- _
COMBINED WIDT14
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT- EXCEED f07316'ASSHOWN HEREIN. Design
pressure rating (pso with rebar Mullion
span (
in) Tributary
width (in) 18.
13 25,50 48.00 52.13 25,
00 120.0 Q0,0 IL20._
L2.00 120,
0 120,0 120,0 120,0 37.
38 120,0 120.0 120,0 120.0 120,0 120,0 49.
63 1200 F60,103 9& 3 81,2 76,9 752 75.1 62.
00 95,2 70,0 513 48A 44.8 43.4 65.
63 80,0 W686 442 39.7 36,7 35,3 72.
00 419 32.8 29,2 26.7 25,5 84.
00 f 37,7 27.3 20.4 I7.7 160 15,1 LARGE
AND SMALL MISSILE IMPACT, LEVEL 0, WIND ZONE 3 DIMENSIONS
IN CHART ARE FRAME DIMENSIONS AND 00 NOT INCLUDE
FLANGE. MI
WINDOWS AND DOORS, LLC 650
WEST MARKET STREET GRATZ.
PA 17030-0370 5764 -
VERTICAL MULLION 83"
MULLION SPAN APPROVED
CONFIGURATIONS AND RATING CHARTS DRAWN.
DWG W, Rev Y.
L. 08-01439 0 77e
NTS IE ci I/ I 1/ 12 5ffEFT 2 OF 4 L.
ROSERTOLOMASBE. 1432
WOODFORD PIT LEWISVII-LE, NC 270,23 4346680609
r110 vs@irfomapRcm SIGNED:
f011312017 okilltittl, /
LN
tAf
OF Luis
R. Lomas P.E. FL
No.: 62514
I" MIN
EDGE DISTANCE
MASONRY/CONCRETE
BY OTHERS
MIN. [MHOMENT
1/4- ELCO ULTRACON TAPCON
SUCT5796
CUP
OPTIONAL
REBAR
SECT5764
MULLION
MT000022
CLIP
10 WOOD SCREW
1 3/8" MIN,
EMBEDMENT
1 ---- WOOD FRAMING/
j 112" LAIN, I 2X BUCK
EDGE I— BY OTHERS
DISTANCE
VERTICAL CROSS SECTION
MASOAIRMCONCRF E AND WOOD FRAMING
INSTALLA71ON
NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE
OR WOOD FRAMiN(; SUBSIRATE,
112" MIN.
EDG F DISTANCE
VERTICAL
CROSS SECTION METAL
INSTALLA TION REVISED
INSTALLATION DETAILS 06/10/15 F? L, REVISED
ANCHORING NOTES el INSTL DE-1 06/07/77 R I- 2
S
OR ZILLING,
METAL
STRUCTURE
BY
OTHERS MI
WINDOWS AND DOORS, LLC 650
WEST MARKET STREET GRATZ,
PA 17030-0370 5764 —
VERTICAL MULLION 83"
MULLION SPAN INSTALLATION
DETAILS DPWanc
sm. V.L.
1 08-01439 3CALE NTS
I flAlE 01/11/12 1 SHEET 3 OF 4 L ROPERTO
LOMAS P.E. 1432 WOODFOnD
RD LFWISVtLLE, NO 27023 SIGNED: 1011312017
9 L
AT OF
6"- OR01t*--
A,: 77`T
0 Luis R.
Lomas P.E. FL No.:
62514
L-
0,F43"
T--
3.26
1.375"
625"
3.2 0"
0 O-j 4'0 )0
MT000022 CLIP
16GA (063) GAL VANIZFD STEEL
SEE NOTE 2 &3, THIS SHEET.
7.140"
3.750" --
1 125"
2.189"
SECT5764 MULLION
0,843"
2X 00.210"
1.562"
1,562" T
ff- 185-2REBAR SECT5796 CLIP
16 GA (062) GALVANIZF0 STEEL FOR WOOD MA—MMATG INSTALLATION
ALUMINUM 6063 TS, 125"THICK
NOTES: 1, CA-L'S MAY OF USED IN
MA5f)T4RY/(:QNCR,l-TE OR WOOD FPAWNG
SULIST!"Atf.,
2. FOR WOOD & METAL INSTALLATION
LIST ALI, FOUR ANCHOR LOCATIONS.
3. FOR CONCRETE INSTALLATION USF 2
ANCHOR tOCATIONS ONLY WITH 3 1/4"
SEPARATION PF.fWEf-N ANCHORS,
REVISED INSTALLAF!ON MAILS 05/m/ I L P, L.
REVISED ANCHORING NOTES & INST11, OE7. 06107117 1 v, I-
3.750"
1.000" - 0.375"
0,4 22,
2,032" 2.875"
0.843"
T-
SECT5796 CLIP
2)( 00.210"
FOR CONCRETE INSTALLATION
ALUMINUM 6063-T5. 125'THICK
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
5764 - VERTICAL MULLION
83" MULLION SPAN
COMPONENTS
V,L, 08-01439
SCALE NTS I DATE 01111112 1 SHEET 4 OF 4
I ROBERTO tOMASPF
1432 WOODFORD RD LEWISViLLE, NIC 27023
434-686-0609
SIGNED: 1011312017
0111111////
9 . L
R k0-
tT/0NAl, 0\\\
Luis R. Lomas P,E.
FL No,: 62514
Florida Building Code Online Page I of 3
r'Nfaggi7,
BUS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
PApproval
Pr' v. v"" use,
EEpgMgt oLApplication > ADpliCain Lit > Application Detail FL #
FL13223-R4 Application
Type Revision Code
Version 2017 Application
Status Approved Comments
Archived
Product
Manufacturer lames Hardie Building Products, Inc. Address/
Phone/Email 26300 La Alameda Ste.
250 Mission
Viejo, CA 92691 909)
349-2927 pingsheng.
zhu@jameshardie.com Authorized
Signature Pingsheng Zhu pingsheng,
zhu@jameshardie,com Technical
Representative Pingsheng Zhu Address/
Phone/Email 10901 Elm Ave. Fontana,
CA 92337 909)
349-2927 pingsheng.
zhu@jameshardie.com Quality
Assurance Representative Pingsheng Zhu Address/
Phone/Email 10901 Elm Ave, Fontana,
CA 92337 909)
349-2927 pingsheng.
zhu@jameshardie,com Category
Panel Walls Subcategory
Siding 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 Ronald I. Ogawa the
Evaluation Report Florida
License PE-24121 Quality
Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality
Assurance Contract Expiration Date 2/31/2020 Validated
By 3ohn Southard, P.E. validation
checklist - Hardcopy Received Certificate
of Independence LL 13 2 1 I _ Z_E-tCqLB, -)- tili -cate cif 12,0ep ndence. )of Referenced Standard
and Year (of Standard) 5AAndAIS1 ASTM C1186
ASTM E330
year 2007
2002
Equivalence
of
Product Standards Certified By
Florida Licensed Professional Engineer or Architect ELLII3 43-!
I4-Egmun- —RI0-26-92B- I http://'NA,
ww.floridabuilding.orgl/pr,/pr_app_dtl.aspx?param=wGEVXQNkrtDq\,Rk-6bs\7Z66FC... 2/6/2018
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method I Option D
08/09/2017
08/25/2017
08/28/2017
10/10/2017
FL # Model, Number or Name
13223.1 Cempanel Siding
Description
fiber -cement panel siding
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes j2df
Approved for use outside HVHZ: Yes
Impact Resistant: Yes F 1"
Design Pressure: N/A
Other: For use inside a HVHZ install in accordance with Verified By: Ronald 1. Ogawa 24121
NOA 17-0406.06 Created by Independent Third Party: No
Evaluation Reports
FL13223 PA A - NOA 17-049_E,.06j)df
FLQ?_2 P4_f LRio _Z68 17 2p el to Furring. ELLLZU
R4 AE RIO-2686UZ Pn i&LVfI --r m f — g Createdby
Independent Third Party: Yes 13223.2
Hard , ePa ne I Siding fiber -cement panel siding Limits of
Use Installation Instructions Approved for
use in HVHZ: Yes Approved for
use outside HVHZ: Yes FL132 - R4 FI NOA 17-0406.Qjt.2 jf Impact Resistant:
Yes 21_JR4 ?IO 2689 17 Pane 4 Furrin I Design Pressure:
N/A EL_1322"PA 11 RLO-_2686-1_7 Panel Wood M_etaljom pj Other: For
use inside a HVHZ install in accordance with Verified by: Ronald I. Ogawa 24121 NOA 17-
0406.06 Created by Independent Third Party: No Evaluation Reports
F L
13 2 R L132:ER4AE_
RI 2 6 7 P n I WT I Fr Ti f 1322_3.
3_1P reva,l Panell Created by
Independent Third Party: Yes Siding fiber -
cement panel siding Limits of
Use Installation Instructions Approved for
use in HVHZ: Yes Approved for
use outside HVHZ: Yes FL13223 R4 11 Pr v Impact Resistant:
N/A EI-_13223P4 11 RIQ 26 7 P nl _2 Furl iDg_2dJff Design Pressure:
N/A LL1_3223 F IRI -268L-j:/_PanelOther: For
use inside a HVHZ install in accordance with Verified By: Ronald I. Ogawa 24121 NOA 17-
0406.06 Created by Independent Third Party: No Evaluation Reports
FL13223 R4
AE NOA 17-k4_Q.06.pdf FL13 2 ..
R4__AE R .2 8- LL-132
Created by
Independent Third Party: Yes Kig EE
Q_ l ::
2fiQL§jarr Road, Tallahassee F9 Ph n -487- 4 The State
of Florida is an AA/EEO employer, a opvrih 7 - f Fl Florida.:: :: ELUSm n :: A si 1, Refund n Under Florida law,
email addresses are public records, If you (10 not want your e-mail address released in response to a public -records request, do not send electronic mail to
this entity. Instead, Contact the office by phone or by traditional mail, If you have any questions, please contact 850,487.1395, *Pursuant to Section 455.275(
1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.
The emails; provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.
S., please click nS:,e,. Product Approval Accepts:
M ie_ E
M http:llxA7"-\N%.
floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQN,,lDqvR-k,6bsvZ66FC... 2/6/2018
Florida Building Code Online Page 3 of 3
C,ed*, Card
Safe
http://w,ATw.floridabuilding.org/pr/pr_app dtl.aspx9parani=wGEVXQA-tDqNTRk-6bsvZ66FC... 2/6/2018
Florida Product Approv
AardiePanelO 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.
m
N m~°=
Hardie Pane 1'"Z1.0, =~~m m~
Vertical Siding W @ EFFECT|VESEPTE 8ER2O13
U |NS lLATO REOU|REW RES|DEN ALSIN GLEF&|'Y'NiY PR|M D COLORPLURaPRODUCTG iug- tot lie mom*cenIversion. SMOOTH°
E[RY ULL~ 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 HZ1 OTM PRODUCTS OUTSIDE AN HZ1 0' LOCATION WILL VOID YOUR WARRANTY TDDETERMINE WHICH HAR0EZONEAPPLIES TO YOUR
8VISIT WWW.HARDIEZONE,COMORCAL RDE STORAGE &HANDLING:
Stot*e
flat and keep dry and covered priortoins',
d|aion, |nmta||iog ovg wet mxavrated
nnay resulti s*hnKagoatnuUjoints. Carry
p|anKs on edge, Protect edges
and corners mmb,aakaga, James Hardie
isnot responsible for damage caused
0yimproper storage and handling
of the product. CUTTING INSTRUCTIONS 0UTD0ORS
INDOORS i, ,
Shears, (manual.
elecric i)
r pneur-atj) NEVER use a power saw inatfors b, Bettel i. post reducing
olroular saw equipped with a N P ise a cli-culai, saw blade that does not z,y the Hardio.Blade iax blade trademark Irri,fmart!mote, Fri,ma,
arw 0911, k1a""'eslm"'Piralilemwjafne flardle always Using 'Bwnk,Vel CLIM719m VIAtefem u GENERAL REQUIREMENTS: FwCnmmomial HaromPan rvenicamomgomommomlleooverora;ed
wood msteel
studs;
maximum mz" ucSee genernal faromomgrequirements, v/ in framing and sheathing can Mirror through the finished
recommends installing HardePano (oioscmenAunmg)unabest poctkm, n1urma0onuninxta|||o0JamosHa,UiepmUvnmnve/foumoenbe|uco1oUmJHToch8uUnUnlBat A /U barrier i |
edi i h| |ti!gi
i T |V u| mmoaao iseyrii t||U ith nenetratiar, a,c junction flas*ing in accoidance with
lcroal building code requireinents. jarnes Hardie voll assume no iesionsiodityfor water intilt. ration. jarnes Wine;,, installing james Hardie products all clearance demils in
figs, 5,;6,7,8191 0&11 nnList e followed. gaoentnmmuograde muoslope away /mmmobudding mwccoou/ue with local nu:
omgcodes -0o/cv'ywnnmnmmo/ o mthe :/uc /u. Ounot install 1arn uHardie Products, such that they rnarn in con&c with standing
water. HardiePanel vertical siding rray be installed on vertical wall applications only, DO NOT use HardlePanel vertical
siding in Fascia or Trim ^ ye 3. DO ° lamer- ---- ---base n-
i— der coating - ho,owall in gm8oantin n tx.toeUo
ge/a
rachi±
n
md k Wmco |Uan oxp
monand mo o mn amamo1 opmouctmmoxUou|gn,Thesava|oeoounoa1ounUm|naTm niva|DuU in 8^
p naiunCh ac h km^ww Jamaamanu`ainom ^ INSTALLATION: Joint Treatment Fastener Requirements Ve iou|Join-|ouW|paoo|
uinmo0e u1eoon 8 1>t*mative|y PuoiVon u
nm 3/8''
hnmpaoeioUgesunUnodox 0mn
jnin may ahubmoov udwi 0o mu PVC orm a|/oiNmmor 2''aaayhnmcumou,Don oai|in mmom, caulked uiapp|icab|~
Co|urP|ya=Fi'ich)iq.2). Hd|ePomu|VerhuNQUg|notW\u1iun ' ' Horizontal Joints - Provide
Z'8ush|ogat all horizontal }oiWo(fiQ. 3) Framing must
Veprovided athohzmnta|and vertical edges for nailing. Figure Figum3 Mar0iePano|vertical siding must bojoined unstud. wate'resrsi'
ve barrier °*,°~wv'*iveuam= Double stud may barequired tomaintain minimum edgeut2"p"u nailing distances. Figure fiv barriers sheathing HardicFarielem an mm "
Hit Joint verticzl siding m~° banwr from partel edges plat
Figure
lea. *o
u o°"
m
m' mmv
m* Caulk Joint mwmm mntam No,
appK U a-ld'
aln- x
p
uenmuz^ |
mm^
m;away fron I
Corners, For
WARNING: AVOID
BREATHING SILICA
DUST
F, JA7 =
CLEARANCES
Install siding and t! in-, P! odic-ts to N/1---intain, a n"Inimurn i Ntiintain a, min nnum 1 2" clprance At toe linc,,ure oi the roof and vertical Maintain a ,4"
Gornpliance with local building code 2" clearance between beivveen James H"ardie products sui faces, flpning andcountellashing I,;arancre between
and docking material, shall be instalied per the roofing he bottom of James
equvernants to, cicaiance uebveen Jame's Hai diel, manufacturer s ;nstn Ictions, Provide a Hardie products and
hc bottom edge of the siding and products aa patios, Figure 7 minimum 2" I-A_naamce heMeen 11oncon tal ,lashing. the adjauent
finished grade. steps and driveways. I I ITT—, the redline and the dolct-cq-, edge of the Dcc not caulk gap. Figure 5
concrete 6"
min,
I fwndatmn Nlainlarn a
minimum 1 " gap between gutter
end caps and Siding & trim.
Figure 9
gutter and
end cap Figure 6
1 2"
min siong. a!
to unin. Figure 8
2" min.
I ft"
h"g Refer to ;;
9. u, on age 1 .
Do not
bridge floor; with Haicl2ef`aner sid ng. Hot izorral 0). KICKOUT
FLASHING joints shouldakabecreatedbe-ween floors (fig Because of the
voluma, of water that can pour down a sloped Water- Resistive I
oo",
one of the rnost critical fiashina details occurs where a darner Figure 10Horzanial
Framing
roof Intersects
a sidewall . The, Tool must be flashed wish Step flashing. Where the
root terminates, install a kickout to deflect Flooring water awayfrom
the Siding. It is best to install a self-adherrIg Trim ne onthe
wall before ,he suofasca and i' rn boards niernora t arenailedin
place, and then come back to install the kickout. Figure 11, Kickout
Flashing To prevent viater from durnlIng behind the
Siding and the e-,,ul of V roof Sheathing intersection, install
a "kickou" as t equir ed by IRC code R90528.3 ",,fasning
shall be a min. of 4` high one 4' fascia HardrePanelc wide."
James "a:-J2e tecorn rin ends the kickoul be angled between 'M- 1
10' to maximize water defiection BLOCKED PENETRATIONS Penetrations
such as
hose bibs and holey 1 112" or larger sun as dryer vents should have a
block of trimi around point of penetration, GENERAL FASTENING REQUIREMENTS
Fasteners must be
corrosion resist2n1, galvanized, or stainless steel. Electro-galvanized are acceptable but may
exhibit premature corrosion. James Nerd recommends the use of qjalry, hot -dipped galvanized
nails. jamess Hardie is not responsible for the corrosion resistance of fasloners. Stainless steel
fasteners are recommended when installing James Hardie P!odic-s near the ocean; large
bodies of water, or in very humid climates. Consull, applicable product
evaluation or listing for correct fastener typee 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 Ljqsu,,-, a" applicable compliance documentation. Drive
fasteners percendicular
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. 13) For wood framing,
under driven nails should be hit flush to the plankvvith a harmer {for steed framing, remove and
replace naill. NOTE: Whenever a
sTructural me,nber is, c--esent, HardiePiank s-n-ulc be fastened with eve - spacing to the
structural rnembel'. The tables allowing di,ec-, t3 OSE 3rplywood should only be used wlen traditi-
1al framing is not available, Do not use
aluminum fasteners, staples, or clipped head nails. Snug Flush 97,
71 Countersunk, fill & add
nail
Figure A Figure
6 do notunder drive
nails DONOT
STAPLE James Hardieproducts
can be hand nailed or fastened with a pneumatic too[. Pneumatic
fastening is highly recommended. Set air pressure
so tfat the fastener is driven snug w0h the surface of the sidinc.
A flush mount attachment on the pneUrnatic tool is reGO"
flnien0ed, his Will help 001nt!*01 the cteptril the nail is
drrver. If, setting the nail depth o,'cves diffic-11, choose a setting that
under drives the hall. (Drive under driven nails snug w th
a s rooth faced ham^)er - Does not apply tat, installation to steel frarning).
HS1236-P2/3 8113
CAULKING
Fm results use Jnin tSealant cornpiyno vvith AS'FM C920 Grace NS.Class 25 or higner or a Lalex joint Sualamoomplyin hAGVWC8J4. Cuu|
NnQ naiantmua\beapplied ioaucu,doocowKhthe cuo|king oa Vmmmacbnv'xw;eninstructions, Note: OSIQuad auveUauuummother caulking manufacturers Uonot allow tooling. DO NOT
caulk nail heads ,klherr using '
ColorPlus products, refer to the 11"olorPlus 'ouch -up section CUT EDGE TREATMENT PAINTING Cau|k.pairil,
mprime all field cut
edges. DUN0Tuse stain, uil,ialkydbase paint .wpmw-IeruoaUngunjano Hardie ProdUCtS. James Hardie products JamoyHardie touch-up kits are required U must kapainted witiniol8OUay
u primed, product uoUBOdays for uoprimad.l0O oc/Wpccattsare mc mengoU Duo paxxm an gRrapp|ica mmmue Np mou c,omu o|
u on uNuch-,pCu|o/P!oypmUoc|y '/ , DaU+mUmg iuecmnmonUeU Kthe siding is sprayed. COLOAPLHS"TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE
Co,,eshould betaken when handling and cutting James
Hardie(&ColorP|uo(DR products. During
installation use nwet soft cloth msoft brush 1n gently wipe off any residue or construction dust left on the product, then rinse with a garden
hose. Touch upnicks, scrapes and nail heads using the Co|orP|us"',Technology kmck-u'a0p|ica cTouch-
up should bcused mdog U|a oamaamqui uch'up.re aon odamaged amaw knew Ma/UioPane|siding with Color -Plus Technology. Laminate sheet must
Ueremoved immediately after installation ofeach course. T&nninatennn'factoryuutndges|nlothmw0empmmiNa.anUoau|k.Co|o/matcAedcauiksammmi|uh|nfmmyourCo|orP|
uo-`pmUuctdea|oc 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 mpaints used as touch-up onJames Hardie ColorPlus products. PmNomo
ith appearance mpefformance arising from use of Third party touch-up paints orpaints used as touclh'up that are not James Hardie
1oucA'uV.will not bacovered under the James Hardie CNorP|uxLimited Finish Warranty. Tfie following outlines the recommended applications for ColorPlusand Primed panels,
Not all designs will besuitable for every application: ExpmooUfasteners mbattens is the mnonmendodapplication for Co&
rP|uopanel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended
For ColorPlus
panel applications that requlire fasteners in the field, it is acceptable to use trourch-
up over fasteners for Cedarmill arid Stucco panel on but coneotouch-up opp||oa8onioimpmn n1.
Some c ommayshow touch-up when applied er a nem,Thn!io cummenUod1nouo/ joints when appropriate. PAINTING JAMES HARDIE"SIDING AND TRIM PRODUCTS WITH
COLORPLUS' TECHNOLOGY VVIien repainting ColorPlus products, James Hardie recommends the following regarding surfacepreparation and topcoat application: Ensure the surface isclean, dry,
and free ofany
dust, dirt, urmildew RepriminDionormally not necessary 1OU%acrylic topcoats are
recommended DONOToxostain.oi|/a|kyUbauepaiot.orpowUo/cuaUngonJamouHardio"'Pmdur-As Apply finish coat in accordance
with paint manufacturers written instructions regarding coverage, application methods, and application temperature z*
u Hl!,Jiopane Veranal
mm fu m 248 11,
atemFloraA U n, mm,@xcwNc,m*r29,U.
usDwt,ummwmrarsnm=v12eDo 3rtrreli of owmNe"t;v*wm2o S-w.and oSAm 10 umoJanesHardie awmrigp^
All
rights res=
rc. m Additonal Installation Nfonno oo w u mmrw
oN&ao and ,"m'ngnareavailable fie mm/xm o L mo uumummo —"_a
UNTY
A , LAWRATORY ACCREDITED
July 30, 2017
Pingsheng Zhu, P.E.
Product Compliance Engineer
James Hardie Building Products
10901 Elm Ave.
Fontana, CA 92337
Relative to FBC 2017
Project RIO-2679AA-17
Dear Pingsheng,
After review of the 2017 FBC, it is my opinion that the current NOA-17-0406.06 is in compliance with the 2017 Florida
Building Code,
Referenced Standards in the 2017 FF3C,
1, Wood: AVVC NDS-2015 & SDPWS-2015
2, Structural Loads: ASCF-ISEI-7-10
3. Concrete: ACE-318-14
4. Masonry: TMS402-20161AC1530-laiASCE-5-13
51 Structural Steel: AISC 360-10 (Including manual of steel construction 2010 (14" edition))
6, Cold -formed Steel: AISI 100-12
7. Aluminum: ADM-1 -2015
In addition, I am making the following Statement of Independence as requested:
1 Ronald 09awa, does not have nor does it intend to acquire or will it acquire any financial interest in any company manufacturing or
distributing products for which evaluations are issued,
Z Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates or inspect,
I Ronald Ogawa inc does not have, nor will it acquire a financial interest in any company manufacturing or distributing products for
which reports are being issued-
4, Ronald 09awa does not have, nor will it acquire a financial interest in any other entity involved in the approval process of the product.
Should you have any questions on anything, please contact me.
Sincerely,
Ronald 1. Cigawa, P.
RI Ogawa & Associates, Inc.
JAS Laboratory Approval, TL 360
IAS Quality Control Agency, AA-705
CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity
State of Florida Approved Validator and Third Party Quality Control Agency
714) 292-2602
ion r jo a ,L, a cone
CC: Roger Ogawa — RI 09awa & Associates, Inc,
Karen Ogawa — RI 0gawa & Associates, Inc,
if 'ff
r'fj1tff" 01
sslotIM, —111 IT111111"OfIr"101
Lab Address: 1985 Sampson Avenue. Corona, CA 92879 * Phone (714) 321-4939 * Fax (714) 90 15-181 5 a E-mail: Lo
Maiiinl;i Address: 16535 Algonquin St #443, Huntington Beach, CA 92649 * Phone (702) 01-3710 * Fax (714) 909-1815 * E-mail: debbyQ:L,,g;Lwa L.2, m
Engineering * QuaNty Control 9 Product Development a Inspections * Code Consulting a Expert Witness * Testing
MIAMI- MIA.MI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 331115-2474
BOARD AND CODE ADMINVISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy
James Hardie Building Product, Inc. tl
10901 Elm Avenue
Fontana, CA 92337
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AI -LT).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone,
DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit
APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail
Panel; HardiePlank-, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details
Wood/Metal Stud Construction", sheets I through 12 of 12, dated 04/24/2013, prepared by the
manufacturer, signed and sealed by Ronald I. Ogawa, P.E., bearing the Miami -Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING, Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the
following statements: "ASTIM C 1186 Type A compliant" and "Miami -Dade County Product Control
Approved" is to be located on each siding plank or panel and per FBC 1710,9.2 and 1710.9.3 on Soffit
panels.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 15-0122.04 and consists of this page I and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 17-0406.06
MIAMI, COUNTY Expiration Date: May 1, 2022AN-6 NOW
Approval Date: May 4, 2017
1 , 2017 Page I
James Hardie Building Products Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under ArOA # .13-0311.07"
1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel;
HardiePlaiik-, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel;
Installation Details Wood/Metal Stud Construction", sheets I through 12 of 12, dated
04/24/2013, prepared by the manufacturer, signed and sealed by Ronald 1. Ogawa,
P.E.
B. TESTS "'Submitted under AVA # 13-0311.07"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit
and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No.
100733361COQ-004, dated 08/2412012, with revision I dated 04/25/2013, signed and
sealed by Rick Curkeet, P.E.
Submitted under NOA # 02-0729.02"
Laboratory Report Test Date Signature
2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E.
3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E.
4. ATI 16423-3 ) PA 202 & 203 03/18/96 A. N. Reeves P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitted under N, OA # 15-0122.0411
1. Statement letter of code conformance to the 5"' edition (2014) FBC issued by Ronald
1. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1.
Ogawa, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 17-0406.06
Expiration Date: May 1, 2022
Approval Date-, May 4, 2017
E - I
BY
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration
5te,
O05 1/2022
By
Miami-Dacfe Product Control
REVIND
a*Jbl * we
Ce"
No I-q1 122-
WALL LENGTH —
Stud Spacing at 16" O.C-
13-4— 1 1 1
M
Nails at 16, O.C. (typ.)
3/8" Minimum Edge Distance
Sheathing fastener, as described in
Note I
Panel fastener, as described in
Note 2
HardiePanel, CemPaMel,
Prevail Panel Siding
Water -resistive barrier per
Florida Building Code Section
1404.2
5f8" thick / 5 ply APA rated
plywood sheathing fastened in
accordance with Florida Building
Code Section 2322.3
2" X 4!' S-P-F Wood Studs
The wall and soffit frames are to be designed
by the Architect or Engineer of Record in
compliance with the Florida Building Code.
SEE
DETAIL A
5/8" thick 15 ply APA rated
Iplywood
sheathing in
accodance, with Florida
Build'ing Code Sectionnr'23222
Water -resistive
barrier per Florida
Building Code
Secfon 1404.2
TX 4' S-P-F
Wood Studs
PlIallmT —jxwM-RQ"
HardiepanelO, CempaneM, &
PrevailO Panel Siding materials are
nonasbestos fiber-f.Tarnent Products
tested in accordance with ASTM
C1 186 Grade 11, Type A and meeting
the requirements ofthe Florida
Building Code.
PANEL E4VE
width Length Thickness
41 8,9,101 5116"
jJESIGN
installation Design Pressure
Wood Studs -76 psf
H,rdj,,p.rj' Impact Resistant-
Tto tH Cernpanel, Planks installed over -KUT" thick / 6 ply
Prevail Panel APA rated plywood sheathing
Siding
0ARDt1YFA AL CEMWP-9EYA ' All
installation shell be done in conformance with this Notice of Acceptance, the manufacturers Installation recommendations,
and the applicable sections of the Florida Building Code. Wood studs
where HardiePanel, Cempanell, Prevail Panel Siding v; 11 be installed shall be designed by
an Engineer or Architect per the Florida Building Code and the requirements of this N.OA
attached to
the studs in Note i] 51T thick 15 ply APA rated plywood sheathing shall be accordance writh
Florida Building Code Section 2322-3. The siding
panels shall be installed over 5/8' thick 15 ply APA rated plywood Sheathing supported by a
minimum of 21IX4" S-P-F wood studs spaced a maximum Of 16" O.C. Note 2]
The siding panel fastener shall be a 2" long, 0223!' head diameter, o.092" shank diameter, corrosion
resistant siding nail; the fasteners shall be spaced at V, O.G. at panel edges and intermediate
studs; the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing
into wood studs located at 16!'O,C. Fasteners shallhaveaminimumedgedistanceof318" and a minimum clearance of 2" from comers. ID
HARDIEPANEL,
CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS
WOOD STUD CONSTRUCTION James Hardie
Building Products, Inc. 10901 Elm
Avenue Fontana, CA
92337 Phone: 909-
356-6300 FSCM NO MIG NO Rel Fax 909-
427-0634 A PNLrPlj(-SOFF 1 Creator. E.
Gonzales SCALE Dat6:4/2412013 SHEET I OF 12
Fastener spacing per Florida
Building Code Section 2322.3
i ali9ins Code
ACCOPUNW No %0-1W2.
Z ' t
14WD1JCT REVMM
f 1, e7
ram ' G?z El- .1
C]2ddl;ig
A-1 W Framing
SheathingFastenerSpaclingperFlorida
Building Code Section 2322.3
x
PRODUCT RENEWED
7Z
as complying with the Floridaida
Building Code
NOA-No. 17-0406.0606
z
Ex Irallo" o05101120C22
By0
Mi. 4..t Control
4.... ..
SION V
EgAIMINIQ *
NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C, FASTENED
WITH 3-112" 16d COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION)
THE WALL AND SOFFIT FRAL19S ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING) CODE
gi-aEAT-HUNG
NOMINAL 5/8" THICK/ 5 PLY APA RATED PLYWOOD
SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA
BUILONG CODE SECTION 2322.3
qL&QQ-t?Wi
THE PANEL IS FASTENED WITH 2" LONG, 0.223" HEAD
DIAMETER, 0.092!" SHANK DIAMETER, CORROSION
RESISTANT SIDING NAILS, PLACE NAILS 6'0.C. AT
PANEL EDGES AND INTERMEDIATE STJDS
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
ll
1.,,--V-,'ALL LENGTH
Stud Spacing at 16" O.C.
G
0yni Vi!h IQ norw*
130 'Cc,&
No, WALL
iLIGHT
STATE
40M
ONA'
r----- ---
Nails at T O.C. (typ)
318" Minimum Edge VsWce
PE-TN,L-A-
The FkVida
I%b
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
SEE
DETAIL A
5/8"thlclk 15 ply ArA rated
plywood sheathing fasteAed
to metal studs as do -scribed
in Note I
Water-resistive
barrier per Florida
Building Code
Section I404.2
20ga, 3-5J8" X 1-518"
Metal C-stud
RR-Q1!Q-(j-D-E5 Q R! P T P N
HardlePanelO, GempaneIV, & PleVai*
Panel Siding materials are nonasbestos
fiber -cement products tested in
accordance with ASTM C1 1 M Grade It,
Type A and meeting the requirements 0
the Florida Building Code.
FANTjLQLWEN$j-Q1NS
Width Length Thickness
4' 8,9,10' 5/1611
installation Design Pressure
Metal Studs -104 psf
flv I Impact Resistant -
fili L-11 HardiePariel, Panel installed over 618" thick / 5 Ply
Campanel,
APA rated plywood sheathing
Prevail Panel
Siding
jAp Qjj- o t- qwe&ma _ t - -ICN-PE-TA31$ All
installation shall be done in conformance with this Notice of Acceptance, the maniffarAuriers Installation
recommendations, and the applicable sections of the Florida Building Code. Metal
studs where HarcliePanel,.Cempanel, Prevail Panel Siding will be installed shall be Sheathing
fastener, as designed by an Engineer or Architect per the Florida Building Code and the requirements of this described
in Note 1. N.O.A. a [
Note 1] 518" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6"oo at
panel edges and all Intermediate supports using a No.8-18, 0.315" head diameter x 1-114' long Panel fastener, as described In bugle head screw Note 2
0 The
siding panels shall be installed over 518" thick / 5 ply APA rated plywood sheathing supported by
a minimum 209a, Nominal 3-518" X 1-51811 Meta; C-studs spaced a maximum of 16" O.C.
V [Note
2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8" HardjePaneliV Siding
long* ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing); the
fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs-, the fasteners shall
be driven through the 5/8" thick 15 ply APA rated plywood sheathing into metal Water -resistive
barrier per studs located at 16'O.C. Florida Building
Code Section Fasteners shall have a minimum edge distance of 3181 and a minimum clearance of 2" from 1404.2
comers, VAIL PANEL
w HARDIEPANEL, CEMPANEL, PR ti INSTALLATION
DETAILS
METAL STUD CONSTRUCTION 518" thick
15 ply APA rated plywood sheathing
fastened Ej Mj James Hardie Building Products, Inc. to metal
studs as descftad 10901 Elm Avenue in Note
1. Fontana, CA 92337 Expiration D
e05 /2022 20ga, 3-518'"X 1-5/3" Metal C-stdd The wall
and soffit frames are to be designed By_ by
the Architect or Engineer of Record in Miami -76ade
Product Control I compliance—
with the Florida Building Code. hone: 90956
630Ci s FSCM)40 OWS, 40 REV Fax 909-
427-06 4 1 PNL-PLK-SOFF 1 1 Creator, E.
Gonzales I SoALr- 1/2" - T-0- I Date: 412412013 1 SHEET 3 OF 12
6.00h
PRODUCT RENEWED
as complying with the Florida
Building Code
40A-No. 17-0406.06
Expire 05/0112022
3y
PRODM'T REVLqFD
WM*yipzWiIhftF%6ft
Ehowirs Co&
Act NO I I 0'
M7
Il'y
I.
iI
Il
T
Pjj0vtjfT
a ov*yins With ire IFS
f:j AMINIQ
NOMINAL 20 GAUGE 3-5/8!'X 1-518" STEEL STUDS 16" O.C.
FASTENED WITH 5/8WAFER HEAD SCREWS (2 PER TOP
AND BOTTOM CONNECTION)
TO BE DESIGNEDTHEWALLANDSOFFITFRAMESARE
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SHF
NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD
SHEATHING To METAL STUDS AT 6" OC AT PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
NO.8-1 5, 0.315- HEAD DIAMETER X 1 -1 J4' LONG BUGLE
HEAD SCRIEVV
qjAqQVNG -18, 0.315" HEADTHEPANELISFASTENEDVJITHNO. 8
DIAMETER X 1-5/8' LONG CORROSION RESISTANT
ROBED BUGLE HEAD SCREWS (SCREW SHALL HAVE: AT
LEAST 3 FULL THREACS PENETRATING THE METAL
FRAMING), pLACF SCQ Ews 6,, O.C. AT PANEL EDGES
AND INTERMEDIATE STUDS
Cladding
Framing
II
Sheathing
OGA
kN %
121
EOF
FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ANOTPARTOFTHISAPPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FORT HESE LOADS) RE:
I
T
WALL
P FQDLIGI-PE%11 -J!Zt4
VVALL LENGTl+----------
Stud Spacing at 16" O.C. DETAIL A HardleFllankO, Cemplank(D, 04
prevallo plank Lap Siding mate(1815
1
T --------------- 1 ----- — --------
1 1
5/81, thi& 15 pAPA are nonasbestos fiber -cement rated
p wood ly
products tested in accadance with ASTM
cl 186 Grade It, Type A and L=
a
3/
4" Minimum Edge Distance Q)
TML.A PRODUCT
RENEWED as
complying with the Florida Building
Code NOA-
No. 17-0406.06 witb #
Fk?ri& 7
A1
Neils
at 16' O.C. (ty Sheathing
fastener, as described
in Note I Siding
fastener, as described
in Note 2 HardiePlank,
Cemplank,
Prevail A— Lap Siding Water -
resistive barrier per
Florida Building Code
Section 1404.2 51a"
thick 15 ply APA rated plywood
sheathing fastened in
accordance with Florida Building
Code Section 23223
Expiration
ripteO 01/2022 2"X 4" S-P-F Wood Studs The
wall and soffft frames are to be designed By
by the Architect or Engineer of Record in Miami ,b I5he Product Control compliance with the Florida Building Code. Isheaming
in meeting the requirements of tl le accordanWithFloridaBuildingCode. Florida
Building Code Section
2322.3 PARf;pIRwslm Water -
resistive Width Length Thickness bamer
per Florida 5116" Building
Code section
14C4-2 Ur\
2"
X 4"S-P-F Nood
Studs Lap
Siding 1 .
114' tall X 5/16" thick
starter Strip installation-
Design Pressure Wood
Studs -92 psf Impact
Resistant - Planks
installed over S/V'thick / 5 ply APA
rated plywood sheathing HARDII;
EL&NK,qEMELA NKJPBINIMLLLAP AILS SAll
installation shall be done in conformance with this Notice of Acceptance, the manufacturers installation
recommendations, and the applicable sections of the Florida Building Code. WoodstudswhereHardieplank, Cempl?nk, Prevail Lap Siding will be installed shall be designed by an Engineer
or Architect per the Florida Building Code and the requirements of this N,OA Note
115/81, thick 1 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with
Florida L3u!)djng Code Section 2322.3. course of the wall with !-IWA4de Planksshallbeappliedhorizontallycommencingfromthebottom00laps
at the top of the plank such that the 0XPOWe area Of each plank is 8-14'vertically. Note2) The siding fastener shall be a 2-1112' long, 0,223" head diameter, 0-092" shank diameter, corrosion -resistant siding nail; The siding is fastened f. 8-114" O.C. vertically and 16'0.C. horizontally; fastenersaredrivenintowoodstudsthrough51s" thick / 5 ply APA rated plywood sheathing, fasteners are
placed jr, the overlapping area approximately 3144 from the bottom edge of the overlapping plank. Vertical
joints shall be placed over studs. TheplanksshallbeinstalledoverSIS!'thick 15 ply APA rated plywood sheathing supported by a minimum
of 2"X4" 8-P-F wood studs spaced a maximum Of 16" O-C- Fasteners
shall have a minimum edge distance of 316'.
Fastener Spacing per Florida 0 CladdingRBuildingCodeSection2322.316 in. Framing
7 --- - --------------
FastenerSpacing per Florida Sheathing PRODUCT
RENEWED Building Code Section 2322.3 as
complying with the Florida NOA-
No. 17-0406 Building
Code .06
0.
7 Sin Expiration Dote 0510112022 By
Miami-[
Yadk- Product Control m
ownplying with 1hv flmi& 6t6jdin8C0&
Am-
rotmw No T[—
Bn ER&
MNQ NOMINAL
2" X 4" S-P,F WOOD STUDS 16" O.C. FASTENED WITH
3-112" 16d COMMON RAILS (2 PER TOP AND BOTTOM
CONNECTION) THE
WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY
THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE SHEAT
G NOMINAL
518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING
FASTENED IN ACCORDANCE WITH FLORIDA BUILDING
CODE SECTION 2399.3 9-
AADJ M- PLANKS
OVERLAP 1-114" THE
EXPOSURE IS 58-1/4" THE
PLANKS ARE FACE NAILED WITH 2-1/27 LONG, 0.223' HEAD
DIAMETER, 0.092" SHANK DIAMETER, CORROSION. RESISTANT
SIDING NA)LS,-PLACED 3/4' UP FROM THE BOTTOM
EDGE OF THE PLANKAT EACH STUD LOCATION OD
MoDUC17
JIFIVISED, ior
asNo.
21 By '
z '
0 STATE OF ode
Pmdwl 0 NAL
FOR
METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTn10 LOAD ARE NOT
PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK,
CEMPLANK, PREVAIL LAP SIDING INSTALLATION
DETAILS WOOD STUD CONSTRUCTION James
Hardie Building Products, Inc. 10901
Elm Avenue Fontana,
CA 92337 jj--
I frtCM
No DAIG NO PN
AL-PLK-SOFF
Stud Spacing at 16' O.C.
WALL
VALL
IGKT
4--
i
wijb,6w Y A IV
UY 4114-
M
6 I-ATa OF
A, -------- ------- _
B
3W romhum Edge Distance Nails at IQ" C.C. (typ)
DETAIL A
Sheathing fastener, as
described in Note 1
C4X*
M
W 4791
Siding fastener,as
described in Note 2
HardiePlank,
Cemplank,
Prevail Lap Siding
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-Ho. 17-0406.06
Expiration 05/01/2022
By
Miami-Dfidfb Product Control
i Water -resistive
barrier per Florida
Building Code
section 1404.2
51811 thick 15 ply APA rated
plywood sheathing fastened to
metal studs as described in
Note I
20cia 3-518" X 1-5/T Metal C-stud
The wall and soffit frames are to be designed
by the Architect or Engineer of Record in
compliancle with the Florida Building Code.
SEE IIRQQL9C MQ Q PT 0 __Rt_,L JJ
DETAIL A HardiePlankO,,CemplankO, and
N 518" Nick 15 ply APA Prevail? Plank Lap Siding materials
1
5
rated plywood
are nonasbestas fiber -cement
sheathing fastened products tested In acoordancevvith
to metal studs as ASTM C 1186 Grade 11, Type A and
meeting the requirements of thedescribedinNoteI
Florida Building Code,
Water -resistive
barrier per Florida aL_ALRK DIMENSIONS
Building Code Width Length Thickness
7Z Section 1404.2 5 9-112" 121 5/161,
20gi, MWX 1-518"
DESIGN PREASINR __RAE
Metal C-stud
TJ,%j
Installation Design Pressure
Hardiel"Jank,
Cemplank, kfaR Metal Studs -92 psf
Prevail
C 10 Lap Siding Impact Resistant -
1-1/,V tall X 5116" Planks installed over 5/8" thick / 5 ply
thick starter strip APA rated plywood sheathing
HARDIEPLANK CEMP PREVAIL_LAP DETAILS
All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation
recommendations, and the applicable sections of the Florida Building Code.
Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an
Engineer or Architect per the Florida Building Code and the requirements of this N.O.A.
Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6'oc at panel
edges and all intermediate supports using a No,8-18, 0.316'head diameter x 1-1/4' long bugle head screw
Planks shall be applied horizontally commencing from the bottom course of the wall with 1-114"wide laps at
the top of the plank such that the exposure area of each plank is 8-1/4" vertically.
INote 2) The siding fastener shall be a minimum No, 8-18, 0,315" head diameter X 2-1/4" long* bugle head
sorew over metal studs {*or screw shall have at least 3 full threads penetrating metal framing); The siding Is
fastened15 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" thick
15 ply APA rated plywood sheabiing,'fasteners are placed in the overlapping area approximately 3/4' from
the bottom edge of the overlapping plank- Vertical
joints shall be placed over studs. The
planks shall be installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimum 20ga,
Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Fasteners
shall have a minimum edge distance of 3/8",
6.00in.
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
0.75in
A— I,
Expiration Date 05/0112022
By
Miami-rfatfe Product Control
to cwins &C fhri4a W1&
4 Ql.4e Acccptmce
No FRAisiilNG
NOMINAL
20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O,
C. FASTENED WITH 518" LONG RIBBED BUGLE HEAD SCREWS (
2 PER TOP AND BOTTOM CONNECTION) THE
WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY
THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE iaj;&
T131"P NOMINAL,
518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING
TO METAL STUDS AT 6"QC ATTANEL EDGES
AND ALL INTERMEDIATE SUPPORTS U8114G A NO3-
18, 0,315" HEAD DIAMETER X 1-1/4' LONG BUGLE HEAD
SCREW PLANKS
OVERLAP 1-1/41 THE
EXPOSURE IS 8-1/4" THE
PLANKS ARE FASTENED WITH NO. &-18, 0,315" HEAD
DIAMETER X 2-1/4"LONG CORROSION - RESISTANT
R199ED BUGLE HEAD SCREWS (SCREIN SHALL
HAVE AT LEAST 3 FULL THREADS PENETRATING
THE METAL FRAMING), PLACED 3/4" UP FROM
THE BOTTOM EDGE OF THE PLANK AT EACH PTi
in I 0(',ATInN 6
Ill. T-
6,
00in.OG REVISED
risq;
with the Fkxidks Cot*
No
a
Cladding
Framing
Sheathing
FOR
METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT
PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK,
CEMPLANK, PREVAIL LAP SIDING INSTALLATION
DETAILS METAL STUD CONSTRUCTION James
Hardie Building Products, Inc. 10901
Elm Avenue It
Fontana, CA 92337 Sit-.
rSom NO O'Ar No REV Fax
909-427-0634 PNL-PLK-SOFT a
Creator: E. Gonz:ale sG'J:z 1" = 1'-0" Date: 41241Z013 1"I FT 8 OF 12
WALL LENGTH
Stud Spacing at 16" O.C.
V
WALL
iEl HT':
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration p;Oe05/01/2022
X_
3,18" Minimum
SEE
DETAIL A Hardie-SoffitO & CemsoffiM materials are
nonasbestos fiber -cement products tested in
accordance with ASTM C1 186 Grade 11, Type A
and meeting the requirements of the Florida
Building Gode.
SOKIT Pj?.W14qtQNq
2"X 4'S-P-F Width Length Thickness
wood Studs 4, a 114"
LtEiN _RATJ-bl.Q
HardieSoffiL Installation Deslgn Pressure
h/ cemsom Wood Studs -70 psf
QGAW
4 21
j STATE OF
N A\-
I f4f
HA9QIEST! 0f I !ZEMSC EJET -NELit$-T,-Aj-J-A--TJS:aETAIL s , ,
Soffit fastener, as X All lnstallation shall be done in conformance with this Notice of Acceptance, the manufacturer's
described in Note I installation recomm"clations, and the applicable sections of the Florida Building Code.
Wood studs where HardieSoffit Cemsoffit will be installed shall be designed by an Engineer or
Architect per the Florida Building Code and the requirements of this N.O.A.
HardieSoffit, Cemsoffit *
The soffit shall be installed over minimum 2"X4" S-P-F wood studs spaced a maximum of 16" 0. C,
Note 11 The soffit fastener shall be a 2" long, 0.223" head diameter, 0.0920 shank diameter,
corrosion resistant siding nail; the fasteners shall be spaced at 4!'O.C. at panel edges and
intermediate studs,* the fasteners shall be driven into wood studs located at 16" 01 C,
s Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from coniers.
Nails at 4" C.C. (t/P-)PR0DUCf "Vmw
PIZO'Cry
Distance - -0mlyiug -ith dw Floriiii
M a1voirift with Ike Flo" 13,ad* C,4-
9*1&V coik
AOMVUWM NO
Aypte N[3-03 1e—
N*;=
E, irmJacoZT' 4y
7Product CM jPTtqi
Minimum 2"
X 4" S-P-F Wood Studs The wall
and soffit frames are to be designed by
the Architect or Engineer of
Pecord in compliance with the
Florida Building Coda. REV
I
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration Date 05/0112022
By
Miami- Product Control
PRODUCT REVIa
ow0ying wift ibc fuc;& 2cs wmplyiAig with die fkwf& 8"
T* CIO& gfildimcoft : '— AemplAfto
N, A=Cvtal ft ?4 E&
12-
v3 EVI. *
mkm kDftz,2 /1.;2017 0* P/T
E—M—
MNQ NOMINAL 2"
X 4?'S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-
1/2' 16d COMMON MAILS (2 PER TOP AND B0170M CONNECTION) THE
WALL
AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT
OR ENGINEER OF RECORD IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE THE SOFFIT
IS FASTENED WITH 2- LONG, 0.223" HEAD DIAMETER, 0.
09Z SHANK DIAMETER, CORROSION RESISTANT SIDING
NAILS, PLACE NAILS 4!'O.C. AT PANEL EDGES AND
INTERMEDIATE STUDS Cladding Framing
GAN
STATE
OF
S '. 4t
8/0NFORMETAL
AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART
OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS-) Fax 909-
427-0634 A PNL-PLK-SOFF Creator: E,
Gonzales SCALS Date: 4/24/2013 B E CT 10OF 12 ESHI RFVI
WALL LENGTH
JJ Stud Spacing at 16" O.C,
B-<-- 1 1 1
WALL 'I
HEI(-,'YIT
pE-171&-A
3/8" Minimum
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration Da 05/01/2022
SEF
DETAIL A
Metal C-stud
HardieSoffi* & Cemsoffi* materials
are nonasbestos fiber -cement products
tested in accordance with ASTM C I 18E
Grade 11, Type A and meeting the
requirements of the Florida Building
Code.
Width Length Thickness
4' 81 %"
DESIGN PRESSURE RATINGBy_
Miami-Dr(dV'Product Control
Cemsofi# t
Installation Design Pressure
Metal Studs -55 fi
j
1 0
1-
7Z
Nails at 6" O.C. (typ.) PRODuct' REVISED 10 vomplywz with aw noridA 'N'
a wvoyb* with the Fk9J6 Building CoftgeDistanceDRUMCA -At A ..psi too 121
Avm"000 Nat F-*n ir,11-2017 q
ATE 0,c
Li,AR)ZtE5tM FEI1-PANr--.LJRS-TALJ-A IQtLQE TAIQ$ 01VA L V--, toll$ P
All Installation shall be done in conformance with this Notice of Acceptan&,"ViYMAnufacturer`s installation
recommendatlons, and the applicable sections of the Florida Building Code, Soffit
fastener, as 9 Metal studs where HardieSoffit, Camsoffit will be installed shall be designed by an Engineer or described
in Note I Architect per the Florida Building Code and the requirements of this N.O.A. The
soft shall be installed over minimum 20ga, Nominal 3-5113" X 1-518" Metal C-studs Spaced a
maximum of 16" O.C. HardieSofflit,
Cernsoffit A (Note 1] The soffit fastener shall be a minimum No. 8-18. 0,315" head diameter X 1-1/4' long* ribbed
bugle head screw (*or Screw shall have at least 3 full threads penetrating metal framing);
the fasteners shall be spaced at 6" O.C. at panel edges and intermediate Studs,, the fasteners
shall be driven into metal studs located at 16" O.C. Fasteners
shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers.
W
HARDIESOFFIT, CEMSOFFIT PANEL 0000
Tt@ =
INSTALLATION DETAILS METAL STUD CONSTRUCTION 20ga,
3-5/8" 1 -5/8" Metal C-stud The
wall and soffit frames are to be designed
by the Architect or Engineer of
Record in compliance with the Florida
Building Code. Creator
I-. Gonzales James
Hardie Building Products, Inc. 11
0901 Elm Avenue Fontana,
CA 92337 SIZE
FSCM NO PW
VAG
NO A
L-PLK-,';OFF 112"=
11--0" 1 Date: 4/24/2013 191-EET 11 OF 12 RM
16.001n
Cladding
Framing
6.001n.
pRODUC-r REVISED
PRODUCT RENEWED " tevoying Y'o ft -viatiku m0ouct RoAsw
as complying with the Florida 960ding cc** Ivm'oy" witb dw florias
Building Code A ?ba-, frLMIC Dmq codc
NOA-No. 17-0406.06
Expiration 05/01/2022
By
Miami-DAd Product Control
401,
NOMINAL 20 GAUG3F 3-5/8" X 1-5/6'STEEL STUDS 16" O.C. o STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREFASTENEDWITH518"WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOO
AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
CLAD NA
4 HARDIESOFFIT, CEMSOFFIT PANEL
THE SOFFIT IS FASTENED WITH NO. 8-18,0.315' HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION
DIAM5TER X 1-114' LONG CORROSION RESISTANT RIBBED
BUGLE HEAD SCREWS {SCREW SHALL HAVE AT LEAST James Hardie Building Products, Inc.
FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue
SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE Fontana, CA 92337
STUDS
SIZE FSG DWG NO PE
hone: 90:9-356-6300
Fax 900-PNL_P-PLK-SOFFA27-0634
Creator. E. Gonzales 1SMS Date: 4124120I3TSHUT 12 Or 12
PROJECT RIO-2689-17
ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE0 BRAND
FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS
JAMES HARDIE BUILDING PRODUCTS, INC.
10901 ELM AVENUE
FONTANA, CA 92337
TABLE OF CONTENTS
PAGE
COVER PAGE 1
EVALUATION SUBJECT 2
EVALUATION SCOPE 2
EVALUATION PURPOSE 2
REFERENCE REPORTS 2
TEST RESULTS 2
TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 2
TABLE 1 B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10" O.C. 2
JUSTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING 2
DESIGN WIND LOAD PROCEDURES 3
TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4
TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4
TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 4
TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4
TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 5-6
AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE
REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE,
PREPARED BY:
RONALD 1. OGAWA & ASSOCIATES, INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
RONALD 1. OGAWA ASSOCIATES, INC.
16835 ALGONQUIN STREET #443
HUNTINGTON REACH, CA 92649
r) 714-292-2602; (F) 714-847-4595
PROJECT: RIO-2689-17
EVALUATION SUBJECT
HarchePaneW Siding
James Hardie Product Trade Names covered in this evaluation:
HardiePanele Siding, Cempane[0 Siding, PrevailTM Panel Siding
EVALUATION SCOPE:
ASCF 7-10
2017 Florida Building Code
2015 International Building Code
2015 International Residential Code
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
into tdjamesharifie.com
EVALUATION PURPOSE:
This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempanel, Prevail Panel) siding fastened to wood fumngS on either wood
or metal framing with nails or screws.
REFERENCE REPORTS:
1. Interiek Report 102024363COO-001A. Transverse load test on HardiePanal.
TEST RESULTS:
Table Ia. Results of Transverse Load Testing
Frame Fastener Ultimate Allowable
Test Thickness Width Sparing Spacing Fastener Type Load Design Load2
Report Number Agency in.) in.) Frame Tyee' on.) in,) and Dimensions PSF) PSF) Failure Mode
102024363COQ-00IA Intellek 0,3125 48
2X4 wood stud, 3/4" thick by
16 6
No. 8 X 1.25" long X 0.323' HD 1 60.7 53,15 pull through /fracture3.5` wide SPF tuning ribbed bugle head screws
102024363COO-001A interlek 0,3125 48 2X4 wood stud, 3/4' thick by 16 8
No. 8 X 1.25' long X 0,323'HD 131.4 43.8 pull through
3 $' wide SPF furring ribbed bugle head screws
102024363COO-001A Intertek 0.3125 48
2X4 wood stud, 3/4'thtck by 16 12 No. 8 X 1.25' long X 0.323'HD 106"! 354 pull through
35' wide SPF furring I ribbed bugle head screws I I
102D24363COQ.001A Inleriek 0.3125 48
2X4 wood stud, 3/4' thick by
16 6
0.090" shank X 0.215" HD x 1.5"
147,6 49.2 pull through /fracture3.5'w,de SPF furring long ring shank nail
102024363COQ-00IA Interlek 0,3125 48 2X4 wood stud, 3/4" thick by 24 8
No. 8 X 1.25" long X 0.323' HD 82.7 27.6 pull through /fracture
3.5" wide SPF furring ribbed bugle head screws
1. All fasteners were installed on furring without penetration into the warning members,
2, Allowable load is determined from ultimate load divided by a factor of safety Of 3.
3, HarifieParel Siding complies with ASTM Cl 186, Standard Specificatton for Grade 11, Type A Non -asbestos Fiber -Cement Fiat Sheets.
Table Ib. Analysis of Allowable Load for #8 Screw at 10" O.C.
8 Screw Spacing
Fastener SEacing (in.) 8 12 10
Frame Roca in. 16 16 16
Fastener Tributary area (ft') 0,89 1.33 1,11
Allowable load (ldsf) 43;8 35A 38.8
Individual fastener load 6b.) 38,9 47,2 43T The fastener load for #8 screw at 10" O.C. was calculated as the average a the test results for 8" and 12" O.C.
The allowable load for #8 screw at the spacing of 10" O.C. into fuming can be calculated by interpolating the results of same fastener at 8" and 12" O.C. , since both tests had same failure mode of
fastener pull through from the panels. As shown in the table, the allowable load for #8 screws installed at 10" O.C. to wood furring is 38,8 psf,
Justification of Using the Results on Light Gauge Steel Framing
In the subject configurations, all fasteners were attached to furring only, so whether the fuming is attached to wood or steel framing does not affect panels' transverse load capacdy. It's the project
engineer's responsibility to ensure the furring attachment and framing memebers to have sufficient load capacities,
tills'
s.
RONALD I. OGAWA ASSOCIATES, INC,
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
T) 714-292-2602; (F) 714-m847-4595
PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
info@jameshardie.com
DESIGN WIND LOAD PROCEDURES:
Fiber -cement siding transverse load capacity (wind load capacity) is determined via compliance testing to transverse load national last standards, Via the transverse loan testing an allowable design
load is determined based on a factor of safety of 3 applied to the ultimate test load.
Equation 1, q,=0.0Q256*K,*K,,*K,V' (ref ASCE 7-10 equation 30.3-1)
q, velocity pressure a, height z
K, velocity pressure exposure coefficient evaluated at height z
Kv topographic factor
Equation 2,
K,, wind directionality, factor
V basic wind speed (3-second gust MPH) as determined from 2016 IBC Figures (2), or (3), ASCE 7.10 Figures 26.5-1 A, 8, or C
V=V, (ref 2015 JBC Section 1602. I definitions)
Vx, , ultimate design wind speeds (3-second gust MPH) determined from 2015 IBC Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.5-1A, 8, or C
Equation 3, p=q,'(GC,,-GCp,) (ref ASCE 7-10 equation 30.6-1)
GC_ product of external pressure coefficient and gust -effect factor
GCp; product of internal pressure coefficient and gust -effect factor
p design pressure (P$F) for siding (allowable desgn load for siding)
To determine design pressure, substitute q. into Equation 3,
Equation 4, p=0.00256K,'K,'K,-V.-(GCrGC,,)
Allowable Stress Design, ASCE 7-10 Section 2.4. 1, load combination 7
Equation 5, 0.5D - 0.6w (ref ASCE 7-10 section 2.4.1, load combination 7)
D , dead load
W . wind load
To determine the Allowable Stress Design Pressure, apply the load factor for IN (wind) from Equation 4 to p (design pressure) determined from equation 4
Equation 6, p— = 0 slpi
Equation 7, p_ = 0.6'[0,00256*K,-K„-K,-V,'-(GC,-GC,)I
Equation 7 is used to populate Table 3, 4, and 5.
To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V_
Equation 8, V,,, = (p,10.6*0,00256*K,*Kp*K,*(GC,-GC,,))"'
Applicable to methods specified in Exceptions I through 3 of 2015 IBC Seaton 1609 1 1_ to determine the allowable nominal design wind speed (Vasch forl-fardie Siding in Table 6, apply the
conversion formula below.
Equation 9, V— = V. - (0 6)" (,*at 2015 IRC Section 1609.3 1)
V,,,, Nominal design wind speed (3-second gust mph) (ref 2015 IBC Section 1602. 1)
RONALD I. OGAWA ASSOCIATES, INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
T) 714-292-2602, (F) 714-8474595
PROJECT: RIO-2689-17
Table 2, Coefficients and Constants used in Determining V and p,
K W.11 Zane 5
Height (it) EKP B Exp C Fxp D K, 3c, GC,
0-15 0,7 0,85 t03 hs60 1 85 1'4 0,18
20 03 0,9 108 1 0.85 1A 0.18
25 0.7 0.94 7 12 1 0,85 1A_ 0.18
30 0,7 0,98 1.16 1 0.85 1A 0,18
35 0.73 1,01 1.19 1 0.85 1,4_ 0,18
40 0,76 1.04 1.22 1 0.85 1A 018
45 0.7155 1.065 1.245 0.85 1A 0.18
110 0.81 1.09 1.27 1 0,85 1A 0,18I -
535 iK f 1.11 1,
1 N 1A 0.18, E0.85 1.13 0, 1A 0.18
100 1 h,60 1 0.85 1.8 0.18
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
info@jameshardie,com
Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B,
no SEfed (3-second 2ust) 100 105 110 115 120 130_ 140_ 150 160 170 180 190 200 210
Height (it) B a 8 Ei 6 8 8 8 B B B 8 B B
0.15 14.4 15.9 17,5 19.1 20,8 24.4 28.3 32.5 37.0 41.7 46.8 52,1 57.8 633
20 14.4 15.9 17.5 19.1 120.8 24A 2,83 32,5 37,0 41,7 46,8 52,1 57.8 63.7
25 14A 15.9 17.5 19.1 20.8 24.4 2& 32.5 37.0 41.7 46.8 52.1 57.8 633
30 14.4 15.9 17.5 19A 20.8 24A 28,3 32.5 37.0 41.7 46.8 52.1 57,8 53,7
35 15.1 16.6 18.2 19.9 21,7 25A 29,5 33.9 386 43.5 48S 54A 60,2 66.4
40 15.7 17.3 19.0 20.7 Z6 26.5 307 35.3 401 45,3 50.8 56.6 62.7 69.1
45 16.2 17,9 19.6 21.4 23.3 27.4 31.7 36.4 41,5 46.8 52.5 58.5 64.8 1A
50 16.7 18.4 20,2 221 28.2 32.7 37,6 -T Q.8 j -54.1 1 -60.3 1 -66.8 73.7
55 20 22.5 243 38.5 418 49-6 55.5 61.8 6&5 75.5
60 17 21 , 29.6 34.4 49 5 44.9 7 56.8 63,3 70,1 77.3
100 25.6 28.2 31,0 318 36,9 43.3 5012 12.9
Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C,
nd Speed (3-second 2ust) 100 105 110 115 120 130 140 150 160 170 180 190 1 200 210
Height (It) C C C C C C C C C C C C C C
0-15 17.5 19.3 21,2 23.2 25,2 29,6 34A 39,5 44.9 50.7 56.8 ea3 70.1 7-7.3
20 18,6 20.5 22.5 124.6 26,7 31.4 36A 41,8 47.5 53,7 60.2 67,0 74.3 81,9
25 19.4 21A 23.5 25.6 27.9 32.8 3&0 43.6 49.6 56,0 62.8 70.0 77.6 85,5
30 20.2 22.3 24,5 26,7 291 34.2 39.6 45.5 51,8 58,4 66.5 73,0 80.9 89.2
35 20.8 23,0 25.2 27,6 30,0 35.2 40,8 46.9 53.3 60,2 67.5 75.2 83.3 91.9
40 21.6 2Z,7 726-0 28A W 9 36,3 4ZO 48,3 54'9 15 Gq,5 774 85.8--
45 22-0 24,2 26.6 29.1 31.6 37.1 431 49.4 56.2 63'5 71.2 93 87,9 96,9
50 22,5 24,6 27.2 29,7 324 38.0 44.7 50,6 57.6 66.0 72.9 81 .2 89.9 99.2
55 273 30.3 58.6 66.2 74.2 101'D
60 23.3 25.7 T- 8.2 30.8 J3.6 39.4 4 1.t b:4,4 593 7-67 -4 7777- 84.1 93.2 1 2. 410032.6 35.9 39A 43.1 6,9 55.0 63,8 r- 73.3 93-4-7 94-1 7775-5 117,6 130.3 143,6
Table 6, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D,
rid Speed (3-second gust) 100 105 110 115 1 120 130 140 150 160 170 180 190 200 210
Height (ft) D 0 D D D D D D D D D 0 D D
0.15 21.2 23.4 25.7 281 30.6 35.9 41,6 47.8 54.4 61,4 68,8 76,7 85.0 93,7
20 223 24k 27.0 29.5 32.1 37.7 431 50'1 57,0 64.4 72.2 80A 89.1 98.2
25 23.1 25.5 28.0 30.6 33.3 39.0 453 52,0 59.1 66.8 74.9 83A 92A 1019
30 23,9 25.4 29.0 31.6 34.5 40,4 46.9 53,8 61,3 69,2 77.5 86A 95Y 105.5
35 24,5 27.1 29.7 32.5 35.3 41.5 48,1 55.2 62,8 70.9 79,5 88.6 98.2 1082
40 25.2 27.7 30.5 33.3 36.2 42.5 49,3 56.6 64.4 72.7 81.5 90.9 100.7 111.0
45 253 28.3 37.0 43.4 50.3 57.8 65.7 74.2 83.2 92.7 102.7 113.3
50 26.2 28,9 31.7 34.6 37.7 44.3 51.3 5&9 67A 75.7 84.9 94.6 104.8 115.5
55 26.6a.-29.8
2-9,35 32,2 2 38'3 45,0 52,2 59.9 681 76.9 116-2; 117.4
60 j-2 9. 3 39 1 45 TO _8 ff-2. R 1 F 7 11
100 37.0 40.B 443 4&9 1 .53 2 625 72 163,0
Tables 3, 4, and 5 are based -on ASOE 7-10 and consistent with the 2015 IBC, 2015 IRC
401 #
lt I / 11A "
v'f'w" ,
it ' . . ... .....
RONALD 1. OGAWA ASSOCIATES, INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
T) 714-292-2602: (F) 714-6474595
PROJECT: RIO-2689-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
infoQjameshardie. corm
Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)6
At Allowable, NominalAllowable, ultimate
Design Wind, Speed, Design OAnd,
asV. I V..' " Applicable
to methods specified
in 12015 18C, 2017
F8Cj Section Wl,
1.1. as determined b 2015
IBC, 2017 FBCj Fig.-
1609.3(1), (2), o, 3),
find
exposure cateqor Applicable
to methods specified
in Exceptions I through
a of 12015 IBC, 2017
F8Cj section 1609j'
l, exposure
catectofv Coefficients
used in Table 6 calculations Product
Minimum
Thickness
in.)
Wdth
in)
Fastener
T
TypeFastener
Spacing
Frame Type Stud
Spacing
in.)
Building
Height'
s It.)
8
C 0 a C I D Allowable
Design
Load psf)
Exp 8 Exp C Expo Kn K, GC, GC, i HandieParielt
5/16 48 No.
8 X 1,
25- long X
0,323" HD
ribbed bugle
head screws
6"
O.C. into
furring
only
2X4
wood or 20
go. steel framing,
3/4" thick
by 3.6' wide
wood furring
16
0.
15 193 175 159 149 135 123 53.6 0,70 0.85 1.03 hs60 I 0.85 14 0.181 20
193 170 156 149 112 120 53.6 0.70 0.90 1-08 1 0.t 1.4 018 26
193 166 152 149 129 118 53.6 0,70 UA 1.12 1 O.E A4 0.18 30
193 163 150 149 126 116 53.6 0.70 0.98 0.8 0.85 0.8 4 0,18 135160114814612411453.6 0,73 1.01 1,
16 1.
19 1 0,851 1A OA8 40
185 158 146 143 122 113 53.6 0,76 1.04 1,22 1 1,4 0.18 45
172 150 140 133 116 108 53.6 0.88 1.15 1.33 1 0.85 1,4 111 50
179 154 143 139 120 111 53.6 0,81 1.09 1,27 1 KOJ815O,aS 1.4 0.18 55
177 153 142 137 119 110 53,6 0,83 1,11 1.29 1 0.85 1A 0.18 60
175 7 52 41 135 117 109 53.6 0.85 1.13 1.31 1 A 0.18 100
145 128 120 112 99 93 53,15 0,99 l,26 1,43 h>60 1 0,851 Aa 0.18 HarchePanelg
5116 1
48
No.
8 X 1.
25- long X
0.323" HD
ribbed bugle
head screws
1
811
0, C, into
furring
only
2X4
wood or 20
ga. steel framing,
314" thick
by 3.6' wide
wood furring
7A 16
0-
15 174 168 144 135 122 ill 43,8 0,70 0,85 1.03 hs60 I 0,85 4,4 018 20
174 154 140 135 119 109 43.8 0.70 0.90 1,08 1 0.85 1.4 0,18 25
174 150 138 135 116 107 43.8 0.70 0.94 1.12 1 L85 1,4 018 30
174 147 135 135 114 105 43.8 0.70 0.98 1,16 1 0.85 1,4 0,18 35
171 145 134 132 112 103 43a 0,73 1.01 7- 19 1 0.85-1.4 0.18 40
167 143 132 129 Ill 102 43.8 0,76 1.04 T22 1 0.86 lA 0.18' 45
164 141 131 127 1 101 43,8 C.79 1.07 1.25 1 0.85 1.4 013 50
162 140 129 125 106 loo 43.8 0,81 1.09 72-7 1 0.85 14 0A8 55
160 138 128 124 107 99 43.8 0.83 1.11 1,29 1 ixed 1, 0,18 60
1158 137 127 122 106 99 43.8 6.85 1.13 1.31 10.851 14 0.18 100
131 116 101 90 0,99 1.26 141 h160 i M 1,8 Ll I HardiePanelO
5/16 48 No.
8 X 1,
25' long X
0.323' HD
ribbed bugle
head screws
10"
O.C. into
turring
only
2X4
wood or 20
go, steel framing,
3/4' thick
by 3.5' wide
wood tumng
16
0-
16 164 149 135 127 11-5- 105-- 38.8-- 0.70 0.85 1,03 hs60 1 0L85 14 0,18 20
164 145 132 127 112 102 38.8 030 0.90 1.08 0.05 1,4 018 25
164 141 130 127 lio 101) 38.8 0.70 0.94 1,12 L
1
0.85-1.4 0.18 30
164 139 127 127 107 99 38.8 0,70 0.98 1,16 1 Tss - 71.4 0.18 35
161 136 126 124 106 97 38.8 0.73 1.01 1-19 AA 0,18 40
157 134 124 122 104 96 38,8 0.76 1.04 1,22 1.
2.65 1
0.85 1A 0.18 45
155 133 123 120 103 95 38.8 0,79 1.07 1,26 1 8, 7a 0.18 50
152 131 122 118 102 94 38.8 G.Bl 1,09 1,27 1 0,85 14 0,18 55
151 130 121 117 101 94 38,8 0-83 1.11 1,29 L I j 0,851 1A 0,18 60
149 129 120 115 100 93 Xa 0ia5- 1,13 5.31 1 T0.85T 1.4 0.18 100
123 95 38.8 0,99 126 1.43 h>60 1 10.851 1.8 0.18 HarchePanelb
5/10 48 No.
8 X 1.
25- long X
0.323' HD
ribbed bugle
head screws
12"
C,C. into
furring
only
2X4
wood or 20
ga. steel framing,
3W thick
by 3.5' wide
wood furring
16
0-
15 157 142 129 121 110 100 35.4 0.70 0,85 1.03 hs60 1 0,85 1,4 018 20
157 138 126 121 107 98 35.4 0,70 0.90 1.08 1 0,85 1,4 0.18 25
157 135 124 121 105 96 35A 0,70 0,94 1.12 1 0.85_ AA 0.18 30
157 132 122 121 101 1 94 35,4 0,70 0.98 116 1 0,85 1,4 0.181 35
163 130 120 119 101 93 35A 0.73 1.01 1,19 1 0.85 1.4 0,18 40
150 128 119 116 100 92 35A 0.76 1.D4 1.22 1 0.85 1,4 0,18 45
148 127 117 115 98 91 35.4 O 79 JF, 1.07 1.25 1 0.85 1.4 OJ8 50
146 125 116 113 97 90 35A Lel 1,09 1.27 1 0,85 1.4 0,18 65
144 124 115 ill 96 89 35A 0-83 1.11 1,29 1 0a$ 1A CAI) 611
142 121 114 111) 116 89 35.4 0.85 1.13 1.31 1 10.85 1A 0.18 100
1 118 191 143 h.601 I pe 5. 0. -1e oflifff1l,
f'o" -1 AMA
CC
Lw
P
4-,, FLO
Slo
RONALD 1. OGAWA ASSOCIATES, INC
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
T) 714-292-2602: IF) 714-847-4595
PROJECT: RIO-2689-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
info@jameshardie.com
Allowable, Ultimate Allowable, Nominal
Design V'And, Speed, Design VIAnd, Speed,
V. 3s' v..*,r.
3-second gust mph) 3-second gust mph)
Alophoalbie to methods
specified to (2015 IBC, Applicable to methods
2017 Faq S.ct.n speafi.d . F-pla.ns I
1609,11, as determined by through 3 of (2015 IBC,
12015 18C, 2017 FBC) 2017 FBCj Section
Figures or 1609.11.
3).
1 1 Coefficients used in table 6 calculations for V.
Wind exposure category Wind exposure category Stdmg K,
Product
Minimum
Thickness
In,)
Width
in.)
Fastener
Type
Fastener
Spacing Spacing Frame Type
Stud
Spacing
Building
Height'.1
111)
6 C1 D1 B D
Allowable
Design Load
pst) Exp 8 ExpC Exp D K Its GC' GC
0-15 138 1 125 114 1()7 97 BB 27,6 0,70 0,85_ 1.03 hS60 1 0.85 1.4 0.18
20 138 122 ill 107 94 86 27.6 0,70 0.90 1,08 1 0.85 1.4 0.18
HardieParielfin 5116 48
No. 8 X
1,25' long
X D.323'
HD ribbed
bugle head
screws
8" O.C.
into
furring
only
2X4 wood or
20 ga. steel
framing, 314'
thick, by 3.5`
wide wood
furring
24
25 138 119 107 92 27,15 0.70 0.94 1,12 1 0,85 14 0.18
30 138 117 107 91 27.6 0.70 0.98 1.16 1 0.85 I'A 018 35
135 116 105 89 27.6 0,73 1 101 1 1,19 1 1,4 0.18 40
133 113 103 88 27.6 0,76 1,04 1.22 1 0.
85 0.
85 1A 0,18 45
131 112 101 87 27.6 0,79 1.07 1.25 1 0,85 1A 0.18 ill
100 86 27.6 0.81 1.09 1.27 1 0.85 1.4 0.16 55
127 98 27,6 0,83 i'll L.79 r-1-0.85 1'4 0.113 60
125 9'7 27.6 0,85 113 1.31 F FC1 85 1.4 77 8 100 27.
6 0.99 1.26 1.43 h>60 1 0.85 1.8 OAS 0-15
185 168 152 143 130 118 49-2 0,70 0.85 1.03 hS80 1 0,85 14 0,18 20 185
163 149 143 126 115 49,2 0,70 0.90 1,08 1 TV 74 0,16 HardieParielt 5/
16 48 0.090"
shank X
0.215'
HD x 1,
5* long prig shank
nail 6'
Q.
C. into furring
only
2X4
wood
or 20 ga.
steel framing, 314'
thick by
3,5" wide wood
furring 'ix
16 25
185
159 146 143 123 113 49.2 0,70 0,94 1,12 1 1
85
1.4 olil 30 185
156 143 143 121 ill 49,2-- 0.700.98 1,16 1 T -B5 AA 018 35 181
154 142 140 119 110 49,2 0,73 1,01 t.19 1 5 1 4 0.18 40 177
151 140 137 117 108 49.2 0,76 1.04 1.22 1 4 O,le 45 174
150 138 135 116 107 49.2 0,79 1.07 1,25 1 fl.&5 1 1.4 o'le 50 172
137 9.2 0.61 1.09 1.27 1 0.85 1. 0.18 5=5=
1 70 1 M 136 131 1.5 9-.2 29 1 0.85 1A 018 60 168
146 135 130 113 105 1 49.2 0.85 fl 1.311 0.85 1.4 0,18 100 139
123 115 107 95 89 1 49,2 0,99 1. Furring
attachment to Strochi I framing members or allemativefu ngwdl)i Shall be designed by an engineer. 2. Building
height - mean mot height (in (eet) of a building, except that taus height shall be used for met angle 0 less than or equal to 10' (2-12 roof slope). 3. V„, =
ultimate design wind speed, 4. V., =
nominal design wind speed 5, Linear
interpolation of building height (S 60 ft) and wend speed is perm0led, 6, Wind
speed design assumptions per Analytical Method in ASCE 7,10 Chapter 30 C&C Part I and Part a: K -I, K,-0.85, GC,,1.4 (hs60), GC,®1'8 (h>60), GCW-DA& 7, Wood
furring shall be preservative treated per AWPA, 8, Wood
fumng shall be specific grtvily, of 0.42 or greater per AFPA/NDS, or wood Structural panel, conforming to DOC PS -I a, DOC PS-2 or And PRP-108. LIMITATIONS OF
USE: 1) In
High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 till C17
4
FLUR
ssio
w
PROJECT RIO-2686-17
ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE(b BRAND
FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS
JAMES HARDIE BUILDING PRODUCTS, INC.
10901 ELM AVENUE
FONTANA, CA 92337
TABLE OF CONTENTS
PAGE
COVER PAGE 1
EVALUATION SUBJECT 2
EVALUATION SCOPE 2
EVALUATION PURPOSE 2
REFERENCE REPORTS 2
TEST RESULTS 3
TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3
TABLE 16, SHEAR VALUES 3
DESIGN WIND LOAD PROCEDURES 4
TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4
TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5
TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5
TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5
TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7
LIMITATIONS OF USE 7
AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN
COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND
THE 2015 INTERNATIONAL BUILDING CODE.
PREPARED BY:
RONALD 1. OGAWA & ASSOCIATES, INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
RONALD 1, OGAWA ASSOCIATES, INC,
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
PROJECT. RIO-2686-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
info@jameshardie.com
EVALUATION SUBJECT
HardieParielt Siding
James Hardie Product Trade Names covered in this evaluation:
HardiePanelS Siding, CemparrelS Siding, PrevailTM Panel Siding
EVALUATION SCOPE:
ASCE 7-10
2017 Florida Budding Code
2015 International Building Codee
EVALUATION PURPOSE:
This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Gempanel, Prevail Panel) siding fastened to wood or metal framing
with nails or screws,
REFERENCE REPORTS:
1. Intertek Report 3067913 (ASTM Cl 186) Material properties HardiePanel Siding
2, Ramtech Laboratories Report IC-1 270-q4 (ASTM E330) Transverse Load Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches
on center with a 6d common galvanized nail
3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir woad studs spaced at 24 inches
on renter with a 6d common galvanized nail
4, Ramtech Laboratories, Inc. Report 10868-9711475 (ASTM E330) Transverse Load Test, 5/16' Thick by 48 inch wde HardiePanel Siding installed on 2X4 Group III SG=0.36 Wood studs
spaced at 16 inches on center with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail
5. Ramtech Laboratories, Report IC-1054-89 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 inches on
center with a No 8 X 1 in, long X 0,323 in head diameter ribbed bugle head screw
6. Ramtech I_SbOfatrideS, Report IC-1 055-89 (ASTM E330) Transverse Load Test 114" Thick by 48 inch Woe HardiePanel Siding installed on 209auge Metal studs spaced at 24 inches an
center with a No 8 X 1 in, long X 0.323 in head diameter ribbed bugle head screw
7. Ramtech Laboratories, Report 11 149-9811554d (ASTM E330) Transverse Load Test, 114" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spared at 16 and 24
inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0,25 in, head diameter pin fastener
8. Ramtech Laboratories Report IC-1273-94 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on
center with a 6d common galvanized nail
9. Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir mod studs spaced at 24 inches on
center wth a 6d common galvanized nail
10. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs
spaced at 16 inches an center with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail
11. Ramtech Laboratories Report IC-1 057-89 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24
inches on center with a No 8 X I in. long X 0.323 in head diameter ribbed bugle head screw
12. Ramtech Laboratories Report 11284-9911580 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Firwoodstuds spaced at 16 and 24 inches on center with a ET&
F 0.100 in, knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener IIIII; to 111 0 . G A
STATE
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
info@jameshardie.com
TEST RESULTS:
Table 1 a, Results of Transverse Load Testing
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PROJECT: RIO-2686-17
IFastener Spacing (
lb., I
Allowable
Frame Ultimate Design
Thickness Width Spacing Perimeter Field Load Load'
Report Number Test Agency in in,) Frame Type in.) Supports Supports Fastener Type PSF) PSF)
IC-1270-94 Ramtech 0,3125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49.7
IC-1270-94 Ramtech 0,3125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78.7
IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31,3
IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d common 143 47.7
108W9711475 Ramtech 0.125 48 2X4 woo d, SG a 0.36 16 4 8
4d, 0.091 in. shank X 0 in, n
90 30,0
HD X 1,5 in. to 22 orig shank nall
Min, No. 20 gauge X 3.625 in. X Min. No 8 X I in. long X 0.323 in
IC-1054-89 Ramtech 0.25 48
1.375 in metal stud
16 6 6 head diameter ribbed bugle 169,9 56.6
head screw
Min. No, 20 gauge X 5.625 in. X Min. No 8 X I in. long X 0,323 in
IC-1055-89 Ramtech 0.25 48
1.375 in metal stud
24 6 6 head diameter fibbed bugle 91.9 30.6
head screw
Min. No. 20 gauge X 3,625 in. X
ET&F 0A00 in. knurled shank X
11 149-98/1554d Ramtech 0.3125 48
1.376 in metal stud
16 4 8 1.5 in. long X 0,25 in. head 170 56,7
diameter pin fastener
Min. No. 20 gauge X 3.625ET&F 0.100 in. knurled11149-9811654d Ramtech 1 0,3125 48
1,375 in metal stud
24 4 8 1.5 in. long X 0.25 in. 33.7
diameter pin fastener
1. Allowable Load is the Ultimate Load divided by a F actor of safety of 3.
2. HardiePanel Siding complies with ASTM C 1186, Standard Specification for Grade 11, Type A Non -asbestos Fiber -Cement Flat Sheets.
Table 1 b, Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Walls' s
Fastener Spacing
fin I
Frame Ultimate Allowable
Thickness Width Spacing Perimeter Field Load3 Load'
Report Number Test Agency in.) in,) Frame T)Te in.) Supports Supports Fastener T)Te pit) pit)
IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 603,8 201.3
IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.13 232.9
IC-1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 460.0 153,3
IC-127444 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d Gammon 637.5 212.5
10868-97/1475 Ramtech 0.3125 48 2X4 wood, SG e 0.36 16 4 8
4d, 0.091 in, shank X 0.225 in.
595.4 198.5
HD X 1.5 in. long ring shank nail
Min. No. 20 gauge X 3.625 in. X Min No 8 X 1 in. long X 0X3 in
IC-1057-89 Ramtech 0L25 48
1,375 in metal stud
16&24 6 6 head diameter ribbed bugle 990,0 123.8
head screw
Min. No. 20 gauge X 3.625 in. X
ET&F 0,100 in. knurled shank X
1 Rarntech 0,3125 48
1.375 in metal stud
16 4 8 1.5 in. long X 0.25 in, head 1227.0 153A
diameter pin fastener
Min, No. 20 gauge X 3.625 in. X
ET&F 0.100 in, knurled shank X
1128499/1580 Ramtech 0.3125 48
1,375 in metal stud
24 4 8 1.5 in. long X 0.25 in. head 1060.0 1132.5
I I diameter pin fastener
1. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs.
2. The maximum height-to4ength ratio for construction in this Table isis 1
3. In the steel framed assemblies the allowable load is based on the average load at 1/8 inch net deflection. G A W4
F
Fir
K, I Wall Zone 5
Height (ft) Exp 8 Exp C i Exp D K. K,, GC, 7GC
0-15 V 0.85 1,03 h:560 1 0,85 14 0.18
20 0.7 0.9 1.08 1 0.85 1.4 o l 8
25 03 0.94 1.12 1 0,85 1.4 0.18
30 0.7 0.98 1.16 1 0.85 1.4 0.18
35 0,73 1.01 1.19 1 0,85 1,4 g'
40 0.75 1.04 1.22 1 0,85 1.4 0.18
45 0385 1.065 1.245 1 0,85 1.4 0A8
50 0.81 1,09 1.27 1 0.85 1.4 0 * 18
55 0.83 1,11 1.29 1 0.85 0.18a500.85 1.13 1.31 1 0.85
1.4
1.4 018
100 0,99 1.26 1.43 h,60 1 0.85 1.8 0,18
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16835 ALGONQUIN STREET #443
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714-292-2602
714-847-4595 FAX
PROJECT: RIO-2686-17
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DESIGN WIND LOAD PROCEDURES:
Fiber -cement siding transverse load capacity (wind load capacity) is determined via compliance testing to transverse load national test standards, Via the transverse load testing an allowable
design load is detennined based on a factor of safety of 3 applied to the ultimate test load.
Since the allowable design load is based on factor of safety of 3, allowable design loads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and
therefore should be used with combination loading equations for Allowable Stress Design (ASD).
By using the combination loading equations for Allowable Stress Design (ASID), the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7-
10 Figure 26.5-1 A, Figure 26. 5-18, and Figure 26.5-1 C.
For this analysis, to calculate the pressures in Tables 3, 4. and 5, the load combination will be in accordance with ASCE 7-10 Section 2.4 combining nominal loads using allowable stress design ,
load combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure,
Equation 1, q,-0.00256*K,*K,*K,*V2 (ref. ASCE 740 equation 30.3-1)
q, velocity pressure at height z
K, velocity pressure exposure coefficient evaluated at height z
K,, topographic factor
Ka wind directionality factor
V basic wind speed (3-second gust MPH) as determined from (2015 IBC, 2017 FBCJ Figures 1609.3(l), (2), or (3); ASCE 7-10 Figures 26.5- 1A, B,
or C
Equation 2,
V.V,, (ref, 2015 IBC & 2017 F8C Section 1602,1 definitions)
Via , ultimate design wind speeds (3-second gust MPH) determined from 12015 18C, 2017 FBC] Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures
26.5- 1 A, 8, or C
Equation 3, p=q,*(GC,-GC,J (ref ASCE 7-10 equation 30,6-1)
GCv product of external pressure coefficient and gust -effect factor
GC, product of internal pressure coefficient and gust -effect factor
p design pressure (PSF) for siding (allowable desgn load for siding)
To determine design pressure, substitute q, into Equation 3,
Equation 4, p=0.00256*K,*K*K,*V,,-(GCaGCS ) Allowable
Stress Design, ASCE 7-10 Section 2 4, 1, load combination 7 Equation
5, 0.613 + 0.6W (ref ASCE 7-10 section 2.4, 1, toad combination 7) D
dead load W
wind load To
determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation
6, P.. , 0.61p) Equation
7, p„, = 0.6*f0.00256-K,-K.-K,'V,,-(GCCGC,)I Equation
7 is used to populate Table 3, 4. and 5 To
determine the allowable ultimate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V., Equation
8, V,,, = (p.,,/0.6*0,00256*K,*K,*K,(GC,-GC„ ))" Applicable
to methods specified in Exceptions I through 3 of 12015 18C, 2017 FBC) Section 1609.1.1., to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 6,
apply the conversion formula below, Equation
9, V.d = V. - (0.6)" (ref 2015 /8C & 2017 FBC Section 1609,3, 1) V,
Nominal design wind speed (3-second gust mph) (fair 2015 IBC & 2017 FBC Sectintj Table
2, Coefficients and Constants -used in Determining V and p, lit to oil
A
IV
CC
ST T 01%
k,
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16835 ALGONQUIN STREET #443
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714-847-4595 FAX
PROJECT: RIO-2686-17
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Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 8,
Wind Speed (3-second 2ust) 100 105 110 115 120 130 1 140 150 160 170 180 190 200 210
Height (ft) 8 B B B B B B 8 8 B 8 B 8 B
0-15 14.4 15.9 17.5 19.1 20.8 24A 28,3 32,5 37,0 41,7 46.8 52.1 57.8 63.7
20 14.4 17.5 19.1 20.8 24.4 28.3 32.5 37.0 413 46.8 52.1 57.8 633
25 14.4 15,9 17.5 19.1_ 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7
30 14.4 15.9 17.5 19,1 20.8 24.4 28,3 32.5 37,0 41.7 46.8 52.1 57.8 63.7
36 15.1 16.6 18.2 19.9 21 .7 25.4 29,5 33,9 38.6 43.5 48.8 54A 60.2 66.4
40 153 17.3 19.0 20.7 22.6 L_-26.5 303 35.3 40,1 45.3 50.8 56.6 62.7 69.1
45 16.2 17.9 19.6 21 A 23.3 27.4 31.7 36.4 415 46.8 52,5 1 -58.5 64 ,8 71A
50 16,7 I8A 212 A 24.1 28.2 32.7 37.6 4 2.8 48.3 54.1 60,3 66.8 73,7
55 17.1 O 7 1- 2 _2 - 6 24 12 215 16 31.6 38,5 13,8 425 5gl gl 61-1 68.5 75.5
60 17.5 19.3 21.;! 1 -z-e 1 34A 39.5 9 0 7 g 63.3 701
100 25.6 28.2 1 -31.0 1.33 36.91 43,3 1 -50,2 57,6 1 -65.5 74,0 1 -82,9 1 -92.4 102A 1 2=9
Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C,
Wind Speed (3-second gust) 100 105 110 1 115 120 130 1 140 ISO 160 170 180 190 1 200 1 210
Height (ft) C C C I C C C I C C C C C C C I C
0-15 17.5 19.3 21,2 1-23.2 25.2 29.6 34A 39.5 049 50.7 56.8 63.3 70.1 77,3
20 18.6 20.5 22.5 24,6 26.7 31.4 36.4 41.8 47.5 63.7 60.2 67.0 74.3 81.9
25 19.4 21 A 23.5 25,6 27.9 32.8 38,0 416 49,6 56.0 62.8 70.0 77.6 85,5
30 20.2 22.3 24.5 263 29.1 34.2 39,6 45.5 51,8 5-8.4 65.5 73,0 80.9 89,2
35 20,8 210 25.2 27.6 30,0 35.2 40,8 46.9 513 60.2 67.5 75,2 83.3 91,9
40 21.5 233 26.0 28.4 30.9. 36.3 42.0 48.3 54.9 62.0 69.5 77.4 85.8 94.6
45 22.0 24.2 26.6 291 31.61 37.1 43.1 49.4 1 -56.2 1 -615 t -71_,2_ 79.3 _ 87.9_ 96.9
50 22.5 24.8 27.2 29.7.-32.41 38.0 44.1 1 -%6 1 -57.6 1 -65.0 1 -72.9 1 -81.2 1 -89,9 99,2
55 92
7
26.2 27,7 30 4 g 51,5 58.6- 74. 2 6 2 101.0
60 2 25.7 1 -28,2 A; t4,ti J JAI j -
45.7 52 A 59,7 1 -67A 1 .75. 1 7 F 10 .8
100 32.6 1 35.9 1 -39.4 143 i.5 1-1 IT6 1-130.3-1143,6
Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D,
Wine Speed 100 105 110 115 120 130 1 140 150 160 170 180 190 200 1 210
Height (it) D D D D D D D D 0 D D D D D
0-15 21.2 23A 25.7 1-28.1 30k 35.9 41-.6-- 47.8 54.4 61 A 68.8 76.7 85,0- 93.7
20 22.3 24,6 27.0 1-29.5 32A 37.7 43.7 50'1 57.0 64.4 72.2 80A 89.1 98,2
25 23.1 25,5 28.0 1-30.6 33.3 39.0 45.3 52.0 59.1 66.8 74.9 83A 92.4 IDI,9
30 23,9 26.4 29,0 31.6 34,5 40.4 46,9 53.8 61.3 69.2 77.5 86A 95.7 105,5
35 24,5 27.1 29.7 32.5 35.3 41.5 48,1 55,2 62,8 70.9 79.5 88.6 98,2 108,3
4D 25.2 27.7 30.5 33,3 36,2 42,5 49,3 56,6 64.4 72.7 81,5 90.9 100.7 111,0
45 25.7 28.3 31 , 1- 34.0 37.0. 43.4 50.3 57,8 65.7 74.2 812 92.7 102.7 11131
so 26.2 28.9 31.7 34.6 1-3Z71 44 .3 51 3 58.9 67.1 1 -75.7 84.9 1 -94.6 104.8 11 ' .5
55 26.6 29.3 32.2 35.2 1-38.31 45.0 52,2 68.1 1 -76.9 86.2 1 -96, 1 106A 1
bo 29.8 32.7 35,1 91
11 tio
11
59,9
F5" SO 2 78A 87.6 1 -97.6
17.4
100 7Z5 83.2 1 163.03.0
Tables 3, 4, and 5 are based on ASCE 7-10 and consistent with the 2015 IBC, 2015 IRC and the 2017 Florida Building Code
47
PLO-,
RONALD I. OGAWA ASSOCIATES, INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
PROJECT RIO-2686-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-886-542-7343
info(d)jameshardie.com
Table 6, Allowable Wind Speed (mph) for HardiePanal Siding (Analytical Metho,
Product
Product
Thickness
inches)
Width
inches)
Fastener
Type
Fastener
Spacing
Frame
Type
Stud
Spacing
inches)
Building
HeighP '
feet)
B C D a C D
Allowable
Design
load
PSF) Exp 8 Exp C Expj j K4 GCp GCq
HardiePanek* 5116 48
6d
common
6
2X4
wood
Hem -Fir
16
0-15 186 168 1 153 144 130 118 49.7 0.7 0,85 1,03 jhs60
1
1 085 1.4 0.18
20 186_ 164 149 144 127 116 49.7 03 0,9 1 0.86 1_4 0.18
25 186 160 147 144 124 114 49.7 0,7 0.94
11.08
1.12 1 085 1.4 0.18
30 186 157 144 144 121 112 497 0,7 0,98 1,16 1 0.85 1.4 0,18
35 182 154 142 141 120 110 49.7 073 1,01 1.19 1 0,86 14 F. `la
40 178 152 141 138 118 109 491 0.76 1.04 1,22 1 0,85 1A 018
45 175 150 139 136 117 108 497 0.785 1.065 1.245 1 0.85 1.4 0.18
50 172 149 138 134 115 107 493 0,81 1,09 1.27 1 0.85 74 0.18
515 170 147 137 132 114 106 49Y 0.83 1.11 729 F1 T0,85T-1 4 0.18
60 168 146 136 130 113 105 49,7 0.85 1 1.13 1,31 1 1 0.85 1.4 0.18'
100 139 124 116 108 96 90 49,7 0.99 1.26 143 h,60 1 10,851-1,8 0.18
HardiePanelS 5116 48
ad
common
4
2X4
wood
Hem -Fir
16
0.15 233 212 192 181 164 149 78.7 03 0.85 1.03 h:Z0 0.85 1.4 0,18
20 233 206 188 181 159 146 783 0.7 0,9 1.08
L
1 0,85 11.4 0,18
25 233 201 185 181 156 _143 78.7 07 0.94 1,17 1 0.85 1A 0.18
30 213 197 181 181 153 140 783 0.7 0.98 1,16 1 0,85 1,4 018
35 229 194 179 177 151 139 78,7 033 1.01 T_ 19 0115 1 " 0 1"
40 224 192 177 174 148 137 78,7 0.76 1.04 1.22 1 0,85 1 4 0111
45 220 189 175 171 147 136 78.7 0,785, 1.065 1,245 1 0,85 4 la
so 217 187 173 168 145 134 783 0.81 1.09 1.27
7
1 0.85 1 a
55 214 185 172 166 144 133 787 0,83 1.11 27 1 10.85 14 1.
60 212 184 171 164 142 132 78.7 0.85 1.13 1.31 J_r6_ as 1 1 ja
100 175 155 146 136 120 113 78.7 0,99 1.26 1,43 h160 1 0,85 1.e 018
HardiePaneW 5116 48
W
common
6
2X4
wood
Hem -Fir
24
0_15 147 134 121 114 103 94 31-3 0,7 0.85 1.w h560 0.85 04 0,18
20 147 130 119 114 101 92 31,3 0.7 0.9 1.08
L
1 0,85 1A 0.18
25 147 127 116 114 98 90 31.3 63 0.94T1, 12 1 0.85 1.4 0.18
30 147 124 114 114 96 89 31.3 0.7 0.98 1,16 1 0,85 1,4 0.18
35 144 123 113 112 95 87 31.3 0.73 1.011 1.19 1 0.85 1.4 oAa
40 141 121 112 109 94 86 31.3 076 ISA L 085 a oil,
45 139 119 110 108 92 86 31.3 0.785 1.055
2L
1.245
L
1 0.85 1.4 0.18
50 13 118 106 91 31.3 0,81 1.09 7- 27 17 5785 1.4- 0,18
55 135 117 1 105 91 31.3 0.83 1.11 E29 1 0,85 1.41 0.18
6U 134 116 103 90 31.3 0. as 1.13 1 1 1 0,85 1.41 01B
100 111 86 31'3 O.W 126 1.43 h160 1 0 85 1,8 071_8
HardiePaneM 5/16 48
ad
common
4
2X4
wood
Hem -Fir
24
0-15 182 165 150 141 128 116 47.7 03 0,85 I.W h:= 1 0.8511o.as
14 0.18
20 182 160 146 141 124 113 47.7 0.7 0.9 1.08 1 0,85 IA 0.18
25 182 157 144 141 121 Ill 47.7 01 0.94 1,12 1 O 85 1,4 OAF
30 182 154 141 141 119 109 47.7 03 0.98 1,16 IA 0.18
35 178 151 139 138 117 108 47.7 6.73 11ol 1, is 1 0,85 1A 0.18,
40 174 149 138 135 116 107 47.7 0,76 1.04 1.22 1 0,85 14 0.18
45 172 147 136 133 114 106 0785 1.055, 1245 1 0.85 IA 0.18
50 169 146 135 131 113 105
47,7
47.7 0.81 109 1.27 1 0,85 114 0.16
55 167 144 134 129 112 104 47.7 0,83 1.11 LN 1 0.85 1.4 0.18
60 165 143 133 128 111 103 47,7 0.85 1.13 1.31 1 01 1A 0.18
100 137 121 114 106 94 88 47,7 0.99 1 126 1 1,43 ln>60 1 10.85 0.8 1 0.18
HardiePaneW 5116 48
4d, 0.091
in. shank X
0.225 in.
HD X 1.5
in. long ring
nail
4 edge
8 field
2X4
wood
G.36S4
16
0_15 144 131 119 112 101 92 30.0 V 0.85 1.03 h:;80 1 0,85 1.4 0,18
20 144 127 116 112 1 98 90 30.0 0,7 0.9 1.08 1 0.85 IA mal
25 144 124 114 112 96 88 30.0 03 0.94 1.12 0.85 1.4 018
30 144 122 112 112 94 87 30.0 03 0.96 1,16
L
1 0,85 1.4 0.18
35 141 120 Ill 109 93 86 30.0 0.73 1.01 1.19 1 0.85 1.4 0.18
40 138 118 107 92 30.0 036 1.04 1.22 1 0.85 1A 0.18
45 136 117 105 91 30.0 0,785 1.055 1.245 1 0.85 1.4 0.
18shank5013419
89
30.0 O.81 1.09 1.27 1 0'e5 14 0.18
55 132 14, 1 ON 30,0 0,83 111 1.29 1 0,85 1A 0,16
16 14 0.18
100 n!
2) 1 3HR, 1.2 1.43 h>60 1 10.851 1.810 lal
RONALD 1, OGAWA ASSOCIATES, INC.
16835 ALGONOUIN STREET #443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
PROJECT: RIO-2686-17
JAMES HARDIE BUILDING PRODUCTS, INC.
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2015 18C, 2017 FSC 2015 18C, 2017 FBC
Allowable, Ultimate Allowable, Nominal
Design Wind, Speed, Design Wind, Speed,
to ss
3-second gust mph) 3-second gust mph)
Applicable to methods
Applicable to Methods
specified in [2015 18C,
specified in E.cepboos I
2017 FBCI Section
16091.1. as determined by th'o- through 3 of 12016 IBC,
Figures 1609.3(1). (2), or 2017 FBC) Section
3), Coefficients used in Table 6 calculations for V.,,
rV-T,nd eagaosure category Wind exposure category Sitting K,,
Product Stud Building Allowable
Product Thickness Width Fastener FastenerFrame Spacing Height" B C D B C D
Design
inches)
inches) Type Spacing Type
inches) foot)
Load
Ex,jepC Exp 0 K. K,, GC. GC,
0-15 198 180163 153 139 126 55.6 03 0.85 1.03 hS60 1 0.851-14 10.18
Min, No 8 X
20 198 175 159 153 135 123 56.6 03 0.9 1,08 1 0,85 1 •14 10.18
25 198 171 157 153 132 121 56L 03 1 0.94 1.12 1 0,851-1,4 10,181in. long X
Min. No.
30 198 167 154 153 130 119 56.6 0,7 58 1-1-161 1 0.65 14 018.
0.323 in 20 ga.
35 194 165 152 150 128 118 56,6 0,73 1.01 1.19, 1 0.85 A 0,18head
33 mil) X
40 190 162 150 147 126 116 56.6 0.76 1.04 1.22 1 0.85 1.4 0.18FlardoPaneW11448
diameter
6 3.625 in. 16
45 187 161 148 145 124 115 56.6 0.785 1.065 1,245 1 0.85 1A 018ribbed
X 1.375
50 184 159 147 143 123 114 56,6 0.81 1,09 1,27 1 0,85 1A 0,18buglehead
in metal
55 182 157 146 141 122 113 56.6 OM 1,11 1 29 1 0.85 1.4 0,18
screw'
stud
60 180 156 145 139 121 112 56,6 0,85 1,13 1,31 1 0.85 471- 0.18
100 149 132 124 115 102 96 58.6 0.99 1,26 143 h>60 1 0.85 1.8 0.18
0-15 146 132 120 113 102 93 30,e 07 0,85 1,03 h:;50 1 0.85 1,4, 0.181
20 146 128 117 113 99 91 30,6 a7 0.9 1.08 1
Min. No 8 X
25 146 126 115 113 97 89 30,6 07 0.94 1, T27 1 0.85 1.4 0181Iin, long X
Min, No.
30 146 123 113 113 95 Be 30.6 0,7 0.98 i'1e 1 0.86 14 f 0.1810.323 in
2098,
35 143 121 112 110 94 86 30.6073 1,01 1.19 1 0.85 1A 0.181head33millX
40 140 119 110 108 93 B", 30.6 0.76 1.04 1,22 1 0.85_ 0.181HardiePanelt1/4 48
diameter
6 3.625 in. 24
45 137 118 106 91 30-6 0.785 1.065 1.245 1 0.85
1,4
1A 0,18, ribbed X 1.375
SO 135 117 105 30.6 0.81 1-09 1.27 it 0.85 114 0,18buglehead
in metal
55 134 116 104 90 30.6 0.83 111 1,29 1 0,8,5 71-4 0.18
screw`
stud
60 132 115 102 89 30.6 0.85 1.13 1.31 1 0. &S 1,4 0.18
100 30,6 0,99 1,26 1,43 h,60 1 0A15 1.8 0,18
ET&F
0-15 198 180 163 153 139 127 56.7 0,7 0.85 1.03 1-1550 1 0,85-1.4 0,18
20 198 175 160 153 135 124 56.7 0,7 0.9 1.08 1 0.815 1 0,18,
0.100 in.
25 198 171 157 153 132 121 56.7 0.7 0,94 1.12 1 0.85 1.4. 018
knurled
Min. No.
30 198 167 154 153 130 119 56.7 0!7 0.98 1,16 1 0.851 1,41 OA81shankX20ga.
35 194 165 152 150 128 118 56,7 0 2- 101 0.85 1.4 1 0.1811.5 in. long 4 edge 33 mil) X
40 190 163 150 147 126 116 56,7 0.76 1.04
LiL
1.22
L
1 0.85 1,4 0,181HardiePanelO5/16 48
X O25 in. 8 field 3.625 in, 16 45
187 161 149 145 124 115 56.7 0,785 1.065, 1.24$ 1 OA5 1.4 0.181 headX
1.375 50
184 159 147 143 123 114 56.7 0.81 1,09 1.27 1 0,85 1,4 0-18 diameterin
metal 55
182 157 146 141 122 113 1 -56.7 0M_ 1,11 1,29 1 0.85 1A OA8 studpin
fastener2
60 180 156 145 139 121 112 1 -563 0.85 1.13 131 1 0.85 11.4 0.18 100
149 132 124 115 102 96 56.7 0.09 1.26 IA3 h,i60 1 0,85 1.8 018 ET&
F 0-
15 153 139 126 118 107 98 33.7 07 0,85 1,03 hr6O 1 0.85 1.4 0.18 20
153 135 123 118 104 95 33.7 03 0.9 1.08 1 0.85 1.14. 0.18 0.100 in. 25
153 132 121 118 102 N 33.7 0.7 a94 1.12 1 0.85. 01.4 Or,
15
knurled
Min.
No. 30
153 129 119 118 100 92 33.7 03 0.98 1,16 1 O 851 1.4 0.18. shankX20ga. 35
150 127 117 116 99 91 33.7 0.73 1.01 1.19 1 0.851-1.4 0,181 1 1,5 i n. long 4 edge 33 mil) X 40
147 125 116 114 97 90 33,7 0,76 1,04 77 221 O 85 11,4 0.18 HarcliePanel& 5116 48 X
0.25 in. 8 field 3.625 in. 24 45
144 124 115 112 96 89 33.7 0.785 1,065 1.245 1 0, 18151.4 0.18 headX
1375 50
142 122 1 3 110 95 88 33.7 0.111 1,09 1.27 1 0 85 1,4 0.18 0adiameterin
metal 55
140 121 113 109 94 17 Z33.7 0.83 1 1 9 1 0.85 1A a 0.18 studpin
faslenet-
2 60 139 120 112 107 37 987 333 3, 1 0), 1.4 0.18 100
115 33,7 0.99 1,26 P 160 1 0.85 1,8 018 I.- -
o "--, - -- 2.
Knuded shank pins shall penetrate the metal framing at least 1/4 inch. IIIII I"\ 0 GA
W4 3. Buildingheight = mean roof height (in feet) of a building, except that eave height shall be used for roof angle G less than or equal to 10' (2-12 roof slope) it 4. Vs
ultimate design wind speed A 5.
V_ =
nominal design wind speed 6. Linear
interpolation of building height Is 60 ft) and wind speed is permitted. 7. Wind
speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part I and Part 3: Kz=l, K,,=0.85, GCp=-1.4 (hi$O), GCP=-1 (h>60)' s. LIMITATIONS OF
USE: 1) Fastener
pullout must be evaluated when installed a species of wood studs other than that which was tested. 21 In
High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406,06 C1,TP77
4-, It
it
7
Florida Building Code Online Page I of 2
tieT T' 77777' '77 '
s
BCIS Horne Log in : User Registration hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff 5CIS Site Map : Links Search
a waw
ct Approval
R UserdbP,uuulic
ErEMjyGl oApoh, nr In > Applic,atio. Detail FL # FL12194-
R6 Application Type
Revision Code Version
2O,17 Application Status
Approved Comments Archived
Product
Manufacturer
Aluminum Coils, Inc. Address/Phone/
Email 5001 West Knox Street Tampa, FL
33634 813) 249-
9743 grahman@aluminunicoilsinc.com
Authorized Signature
Gareth Rahman grahmanCa,aluminumcoilsinc.
com Technical Representative
Paul Frost Address/Phone/
Email 5001 West Knox Street Tampa, FL
33634 813) 249-
9742 PFrost@aluminumcoilsinc.com
Quality Assurance
Representative Address/Phone/
Email Category Panel
Walls Subcategory Soffits
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional
Engineer Evaluation Report -
Hardcopy Received Florida Engineer
or Architect Name who developed Zachary R. Priest the Evaluation
Report Florida License
PE-74021 Quality Assurance
Entity PRI Construction Materials Technologies, LLC Quality Assurance
Contract Expiration Date 06/19/2020 Validated By
Locke Bowden Validation Checklist -
Hardcopy Received Certificate of
Independence E _vftiAALiQn RgpQ[LQ4_T4 5gffitfinal. df .
Referenced Standard and
Year (of Standard) 514 p 0 _rd AAMA 1.402
Equivalence of Product
Standards Certified By Sections
from the
Code YAA—r 2009
https:/'/xA,-
v,,
rw.floridabuilding.oro,/pr.;'pr app dtl.aspx?paraiii=wGEVXQw-tDquk24AUC%2fE.., 2/1/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method I Option D
Date Submitted 09/06/2017
Date Validated 09/06/2017
Date Pending F5C Approval 09/13/2017
Date Approved 12/12/2017
Date Revised 12/15/2017
Summary of Products
FL # Model, Number or Name Description
12194,1 Alumunum Coils Aluminum Soffit Aluminum soffit panels
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Q4 T4 5ffi fir, I, if Impact
Resistant: N/A Verified By: Zachary P. Priest PE-74021 Design
Pressure: +80/-90 Created by Independent Third Party: Yes Other:
See Evaluation Report for limits of use. Evaluation Reports ar-
121c'4 lag Report rjQ
4Z, Created
by Independent Third Party: Yes Back
Nezt L2nta
Ct US :: Ir S 7 I sFl t'4 Rtig_- _2,5,Q 71 4 The
State of Florida is an WCE0 employer. : : :: W n :: Wka0_aM=_Qat Uncle'
Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send elearcrniC
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 487,1395. "`Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, Must provide the Department with an email address if they
have one. The email; provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply
a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please C1,Ck LLg_ Product
Approval Accepts; T1
cl im FE = Cred-,
Card Safe
https:/,',
A,rww.floridabuildinc,.org,/'pr/'Pr_app dti.aspx?param=wGEVXQw-tDquk24AUC%2fE... 2/1//2018
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturing:
Quality Assurance:
ALUMINUM COILS, INC.
5001 West Knox Street
Tampa, FL33O34
813)249'9743
Tampa, FL
Certificate ufAuthorization No. 29824 1752OEdinburgh
Dr Tampa, FL33647
813)480-
342I FLORIDA BUILDING
CODE 6 T" EDITION (2017) PR|Construction
Materials Technologies (QUAS11O) Issued September
t2O17 Category: Panel
Walls Subcategory: unms
Code Sections:
1404 5,1.170910 Properties: Wind
Resistance RErEnswcca Certified
CTLA
1847W AAMA 1402 2009 Certified Testing
Laboratories (Tar1sr7) oTu\zorew AAMA 1402 onoo pn|Construction
Materials Technologies (Tsroora) An/x'003'02'01 AAmA 1402 zoou PmConstruction Materials
Technologies (TaToara) AC/x'003-02'02 AAMA 1*02 0000 L/m/TArmma
1 This report
innot for use in the HVHZ. 2 Design wind loads
oxa|| be determined in accordance with FBC Section 1609 1 Soffits shall balabeled
inaccordance with FBCSection 17OS1V ^ 4. Installation of the evaluated products shall
comply with this report, the FEC and the manufacturer's published application instructions. Where discrepancies exist between
these sources, the more restrictive and FECcompliant installation detail shall prevail. 5,
Installations shall meet the minimum ventilation requirements
of FBC section 1203.2. 0. 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 O1G20-3.
0~ um/wu oo/us./wC
Soffits
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTIONS
30" F'Channe( Pnyhznned nominal 0.O1O-inchthick, 31O5M-14aluminum F-channel. See Appendix Dfor
dimension drawings.
3/8'J'Chaone| Preformed nominal 0.010-inchthick, 31O5V'14aluminum J-channel.See Appendix Dfor
dimension drawings.
Fascia Preformed nominal 0O1S-inohthick, 3105 M-14a|uminum fascia. See Appendix Dfor
dimension drawings.
16^Q4Soffit Preformed nominal 0.0185'inch thick, 3105 H-14a|uminum aoffit9enaa provided in 18-
inch sections. The reported net free ventilation areas are 22.3 in^/|in.ftfor the 'full want' configuration
and 11.1 in /|in.hand for the 'center vent' configuration. See Appendix Dfor dimension drawings.
12" T4Soffit
Preformed nominal 0,8135-inch thick. 3105 M-14 aluminum soffit | provided in 12' inch sections.
The net free ventilation areas are 12.5 in^8in.ft for the fu|| vent' configuration and
4.2 in8in.ft for the 'center vent' configuration. See Appendix D for dimension drawings. This
evaluation mpon/
oprovided for State mFlorida product approval under Rule o1ozn-a. The manufacturer shall notify CREEK Technical Services, LLC of any
product changes or quality assurance changes throughout the duration for which this report /svalid. This evaluation report does not
express nor imply warranty, i"manat/on, eomnmrndeu use, orother 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, 6to Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
00%
jill I [III,/ /.*,,
vk'( R. P" , , 41
E N .. Tl\
No 74021
Ac
Q. STATE OF 4U -Z
0 R
O;
CERTIFICATION OF INDEPENDENCE
2017.09.01
10:06:18
04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing 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 (8 pages)
2) APPENDIX B— Installation Drawings (12 pages)
3) APPENDIX C— Design Wind Loads(4 pages)
4) APPENDIX D — Dimension Drawings (4 pages)
ALC 15001.3 FL12194-R6 Page 3 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.
14 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 1.51 margin of safety per FBC Section 1404.5.1,
2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below.
3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly.
4, The 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:
ALC 15001.3
a. 12" T4 Soffit — 12-inch o.c.
Fastener Fastener
Location Location
e \ / ---------- \
b, 12"T4 Soffit— 4-inch o.c,
Fastener Fastener Fastener Fastener
Location Location Location Location
c, 16" Q4 Soffit — 16-inch o.c.
Fastener Fastener
Location Location
FL12194-R6 Page 1 of 8
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other
product attributes that are not specifically addressed herein,
JCREEKTECHNICALSF-RVICEs. L.LC
d. 16" Q4 Soffit — 8-inch o.c.
Fastener
Location
F
Fastener Fastener
Location
ALUMINUM COILS, INC
Soffits
Approved System Numbers and Definitions
12F-# Approved Systems for 12-inch Overhang with F-Channel
12J-# Approved Systems for 12-inch Overhang with J-Channel
16F-# Approved Systems for 16-inch Overhang with F-Channel
16J-# Approved Systems for 16-inch Overhang with J-Channel
24F-# Approved Systems for 24-inch Overhang with F-Channel
24J # Approved Systems for 24-inch Overhang with J-Channel
Appendix A
Approved Systems for 12-inch overhang with F-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width psi
Substrate
F-Channel
Attachment
Substrate Panel Attachment Fascia Cap
Attachment
Max.
One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 318-inch One (1) min. 1 314-inch long x
0.072-inch dia. x min. 3/16-
12F-1
16-inch
Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail
40,0
24-inch o.c. O.C. spaced 36-inch o.c.
Max.
Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 314-inch long x
0.072-inch dia. x min. 1/4-inch 48
12F 2
16-inch
Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c.
head dia. trip nail spaced 48- 64.2
spaced 24-inch o.c. and securing each panel lap inch o.c.
One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x
12F-3
Max.
16-inch Masonry
One (1) 14 ga. 5/8-inch long T nail
spaced 8-inch o.c,
Wood crown staple spaced 8-inch o.c.
0.072-inch dia. x min, 1/4-inch
head dia. trip nail spaced 48-
48
64.2
and securing each panel lap inch o.c.
ALC15001.3 FL12194-R6 Page 2 of 8
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 12-inch overhang with J-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width pst)
Substrate
F-Channel
Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
Three (3) min. 3/4-
inch x 1/4-inch crown
One (1) min. #8 x 1/2-inch
One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x
12J-1
Max.
Wood staples in diamond long x 318-inch head diameter Wood 1/4-inch crown staple
0.072-inch dia. x min. 1/4-inch 48
16-inch
pattern spaced 24-
screw spaced 16-inch o.c.
spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2
inch o.c. connecting soffit to J-channel
I I I
inch o.c.
I I I
Approved Systems for 16-inch overhang with F-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga. 1/4-inch crown x
One (1) min. 1.75-inch x
16F-1
Max
Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max.
0.072-inch diameter
finishing nail with min. 3/16- 53.3
12-inch spaced max. 8-inch o.c. 4-inch o.c, and securing each inch head spaced
panel lap 12-inch o.c.
One (1) 18 ga. 1/4-inch crown x
One (1) min. 1.75-inch x
Max Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max.
0.072-inch diameter
16F-2
12-inch
Wood inch leg staples in diamond pattern Wood
4-inch o.c. and securing each finishing nail vvith min. 3/16- 53.3
spaced 16-inch o.c.
panel lap
inch head spaced
I 12-inch o.c.
Max'
One (1) 318-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long
x 0.072 inch dia. x min'
16F-3
16-inch
Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch
3/16-inch head dia. trim nail
t25.6
inch o.c. O.C.
spaced 36-inch o.c.
Three (3) min. 3/4-inch x 1/4-inch One (1) min. I 3/4-inch long
16FA
Max
Wood crown staples in diamond pattern wood
One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27
16-inch
spaced 24-inch o.c.
crown staple spaced 8-inch o.c. inch head dia. trip nail 361
spaced 48-inch o.c.
ALC 15001.3 FL12194-R6 Page 3 of 8
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.
el CREEK
TECHNICAL SERVICES, U-C
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 16-inch overhang with F-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga. 1/4-inch crown x
One (1) min. 1.75-inch x
16F-5
Max
Masonry One (1) 14 ga, 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch
0.072-inch diameter
finishing nail with min, 3/16- 43.3
16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced
lap 16-inch o.c,
One (1) 18 ga. 1/4-inch crown x
One (1) min, 1,75-inch x
Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced 4-inch
0.072-inch diameter
16F-6
16-inch
Wood inch leg staples in diamond pattern Wood
o.c. and securing each panel finishing nail with min. 3/16- 43.3
spaced 16-inch o.c.
lap
inch head spaced
I I I I I 16-inch o.c.
Approved Systems for 16-inch overhang with J-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width Psi
Substrate
J-Channel Substrate Panel Attachment Fascia Cap
Attachment Attachment
Max.
Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch
One (1) min. I 3/4-inch
long x 0.072-inch dia. x 23.5
16j-1
16-inch
Woodoo crown staples in diamond patterncro Wood
crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4
spaced 24-inch o.c.
1 1 1 nail spaced 48-inch o.c.
ALC 15001.3 FL12194-R6 Page 4 of 8
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.
ACREEKilTECHNICALSERVICEs. LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 24-inch overhang with F-Channel
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.1/4-inch
Nominal 1x2 crown x 1-inch leg
Not SYP
staple spaced
Three (3) 18 ga. 1/4- anchored to 12-inch o.c. securing
One (1) 18 ga. 114-
One (1) min. 1.75-inch x
Max.
inch crown x 1-inch
rafter with one each panel lap inch crown x 1-inch
0.072-inch diameter
24F-I
12-inch
wood leg staples in 1) min. 2.25-
Wood
leg staple spaced 8- finishing nail wish min. 80/-90
diamond pattern inch x 7d ring
One (1) min. 1.75-inch
inch O.C.
3/16-inch head spaced
spaced 16-inch o.c.
shank nail
x 0.072-inch diameter 12-inch o.c.
24-inch o.c. finishing nail with min.
3116-inch head spaced
4-inch o.c.
One (1) 18 ga.1/4-inch
crown x 1-inch leg
Nominal 1x2 staple spaced
One (1) min, 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 114-
One (1) min. 1,75-inch x
Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch
0.072-inch diameter
80/ 24F-2
12-inch
Wood smooth shank rafter with one Wood
leg staple spaced 8- finishing nail with min, 76.6
roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch
inch o.c.
3116-inch head spaced
16-inch o.c. inch ring shank x 0,072-inch diameter 12-inch o.c.
nail 24-inch o.c. finishing nail with min.
3/16-inch head spaced
4-inch o.c,
One (1) 18 ga. 114-inch
crown x 1 -inch leg
Nominal 1x2 staple spaced
No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. 1.75-inch x
Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch
0.072-inch diameter
80/
24F-3
12-inch Masonry inch long T nail rafter with one Wood
leg staple spaced 8- finishing nail with min. 76.6
spaced 8-inch o.c, 1) 7d x 2.25- One (1) min, 1.75-inch
inch o.c.
3/16-inch head spaced
inch rina—shank x 0.072-inch diameter 12-inch ox.
nail 24-inch o.c. finishing nail with min,
3/16-inch head spaced
I 4-inch o.c.
ALC15001.3 FL12194-R6 Page 5 of 8
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.
ACREEKTECHNICALSERVICES, ILLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 244nch overhang with F-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psi)
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1/4-inch
crovvn x 1-inch leg
Nominal 1x2 staple securing the
No.2 SYP
nailer of each female
Three (3) 18 ga,1/4- 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 0.072-inch diameter
2 4F-4 Wood leg staples in each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60
16-inch
diamond pattern
1) min. 2.25-
o.c. and securing 3116-inch head spaced
spaced 16-inch o.c. inch x 7d ring
shank nail
One (1) min, 1,75-inch each panel lap 16-inch o.c.
24-inch o,c.
x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
4-inch o.c.
One (1) 18 ga. 1/4-inch
crown x 1 -inch leg
staple securing the
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. 1.75-inch x
Max inch x 11 ga. anchored to 16-inch o.c, securing inch crown x 1-inch 0.072-inch diameter
24F-5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60
16-inch
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, 1.75-inch each panel lap 16-inch o.c.
nail 24-inch o.c. x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
4-inch o.c,
ALC15001.3 FL12194-R6 Page 6 of 8
This evaluation report is provided fior State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes of
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, of other
product attributes that are not specifically addressed herein.
LCREEKTECHNICALSERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 24-inch overhang with F-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width pst)
Substrate
F-Channel
Attachment
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment
One (1) 18 ga. 1/4-inch
crown x 1-inch leg
staple securing the
Nominal 1x2 nailer of each female
No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1,75-inch x
Max One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0,072-inch diameter
24F-6
16-inch Masonry inch long T nail rafter Wth one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60
spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced
inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c.
nail 24-inch o,c. x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
4-inch o.c.
L i
ALC15001.3 FL12194-R6 Page 7 of 8
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LI-C of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
ACREEKTECHNICALSERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 24-inch overhang with J-Channel
Wall Connection Center Connection Eave Connection
System Panel MOP
No. Width Pso
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 1 -inch
Nominal 1x2 inch x 7d ring shank leg staple spaced
No.2 SYP Three (3) 18
nail straight -nailed 12-inch o,c.
anchored to ga.114-inch crown through the rafter securing each panel One (1) 18 ga. %-
One (1) min, 1.75-inch
Max, rafter with one x 1-inch leg
into the end of the lap inch crown 1-inch
x 0.072-inch diameter
24J-1
1 2-inch 1) min. 2.25- staples in diamond
batten or two (2) Wood xlegstaplespaced finishing nail with min. 60
inch x 7d ring pattern spaced 16-
min. 2.25-inch x 7d One (1) min. 1,75-
8-inch o.c.
3/16-inch head spaced
shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c.
24-inch o.c. nailed on either side diameter finishing
of the batten at nail with nun. 3/16-
each battenhafter inch head spaced
intersection. Max. 4-inch o.c.
rafter spacing is
24-inch o.c. .
Nominal 1x2 No.2
SYP scabbed One (1) 18 ga. 114-
between rafters with inch crown x 1 -inch
one (1) min. 2.25- leg staple securing
Nominal lx2 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. 1/-
anchored to ga. 1/4-inch crown
through the rafter spaced 16-inch o.c.
inch crown x 1-inch
One (1) min. 1.75-inch
Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced
x 0.072-inch diameter
24J-2
16-inch 1) min. 2.25- staples in diamond
batten or two (2) lap Wood
8-inch o.c. and finishing nail with min, 53.3
inch x 7d ring pattern spaced 16-
min. 2.25-inch x 7d
securing each panel
3116-inch head spaced
shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap
16-inch ox.
24-inch o.c.
nailed on either side inch x 0.072-inch
of the batten at diameter finishing
each batten/rafter nail with min, 3/16-
intersection. Max. inch head spaced
rafter spacing is 4-inch o.c,
24-inch o.c.
ALC15001.3 FL12194-R6 Page 8 of 8
This evaluation report is provided for State of Florida product approval tinder Role 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 CREEK
TECHNICAL SERvicEs, LLC
INSTALLATION
ALUMINUM COILS, INC
Soffits
UTITIT-71711TOU;
Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations.
System No. [ Installation Detail
1217-1 &
1217-3
M i G I x1d 61 J a nail wjtI i r; , IN"
min. ,if twd I or S1,1ji, "%,i I
wiUh m1r, -'nj '_Jemsot' { ftl- concr "I".
ox bl'—k s.bstrate3 , spa,ed as no' aj
zitive.
FASCIA SLIP BOARD
FASCIA TRIM
SOFFIT (OVERHANG WIDTH VARIES)
FASCIA LIP 1/4"
STAPLE SOFFIT TO
FASCIA BOARD #T50
3/8" X 3/8" STAPLE
16" O.C.
k—PAINTED S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12' PIECE
SOFFIT & FASCIA DETAIL
ALC 15001.3 FL12194-R6 Page 1 of 12
This evaluation report is provided for State of Florida product approval tinder 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.
A=° CREEK
TECHNICAL SERVICES, LLC
System No. I Installation Detail
12F-2
3/4' X 1/4' --,
CROWN STAPLES
USING A DIAMOND
PATTERN
F' CHANNEL CAN BE
INSTALLED WITH THE
NAILING FLANGE UP OR
DOWN
WOOD
SUBSTRATE
ALUMINUM COILS, INC
Soffits
Appendix B
OPEN RAFTER
SOFFIT STAPLE
DIAMOND -PATTERN
I; DETAIL
STAFUS
FACIA E30ARO /
M
3/4' X 1/4" CROWN FACIA BOAR
STAPLE "8" ON CENTER
1-3/4- TRIM
JNMAIL
D SS, 1-3/4" TRIM NAILA PAINTED S,S,
PAINTED S.S. 413' -FASCIA CAP
3/4" X 1/4"
CROWN STAPLE
SOFFIT- max, 12 -inch Span
SOFFIT
SOFFIT &—EA—SCIA
DETAIL
ALC15001.3 FL12194-R6 Page 2 of 12
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, LILC
System No. I Installation Detail
12J-1
619aff-RiTatA
3/4- X 1/4- CROWN STAPLE -24-
ON CENTER USING A DIAMOND PATTERN
J-CHANNEL 1-3/4- TRIM NAIL
screwed to SOML
with01111 go N PAINTED S.S. 48"
3/2- X 3/8 head OX.
diameter screw,
16" 0
SOFFIT -max, 12-inch Span
WOOD OR BLOCK
SUBSTRATE
ALUMINUM COILS, INC
Soffits
Appendix B
9jBETVUM SOFFIT STAPLE TAPLES
DIAMOND
EA11-FRN Jj
L 12 E TA I L FACIA BOARD /
9' KTWEEN I TAKXS FASCIA
CAP
3/4'
X 1/4- CROWN STAPLE *8'
ON CENTER 1-3/4- TRIM NAIL PAINTED S.
S. SOFFIT FACIA
BOARD
FASCIA CAP
3/4-
X 1/4- CROWN STAPLE
SOFFIT & FASCIA
DETAIL ALC15001.
3
FL12194-R6 Page 3 of 12 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. LILC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
I I- TRIM NAIL FASCIA BOARD
FASCIA CAP
OPEN RAFTER
11-1-4- CROWN STAPLE
FASCIA BOARD
16F-1 SOFFIT & FASCIA
16F-5 DETAIL.
FASCIA CAP; REFER
TO SOFFIT I FASCIA
DETAIL
F" CHANNEL
SOFFIT; MAX, 16'
SPAN
MASONRY
SUBSTRATE
ALC15001.3 FL12194-R6 Page 4 of 12
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. I Installation Detail
Min. 3/e" head dia, nail with min. 1?4`
WCx-,3 or
minx 0.097" dia. T-nail or z,---ub nail
With Will, 5/' for, concrcta
or, b1c'C'k M.l 11;')ted
above,
FASCIA SLIP BOARD
FASCIA TRIM
SOFFIT (OVERHANG WIDTH VARIES)
16F-3 I I 1 11 \-"F" CHANNEL
or Block W
FASCIA LIP 1/4"
STAPLE SOFFIT TO
ASCIA BOARD #T50
8" X 3/8" STAPLE
16" O.C.
1-1 <1
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12' PIECE
SOFFIT & FASCIA DETAIL
ALC15001.3 FL12194-R6
ALUMINUM COILS, INC
Soffits
Appendix B
Page 5 of 12
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.
A CREEK
TECHNICAL SERVICES, LLC
16F-4
No. I Installation Detail
3/4* X 1/4* ---,
CROWN STAPLES
USING A DIAMOND
PATTERN I
F' CHANNEL CAN BE
INSTALLED WITH THE
NAILING FLANGE UP OR
DOWN
WOOD
SUBSTRATE
1-3/4- TRIM NAIL
PAINTED S.S, 48'
D.C.
ALUMINUM COILS, INC
Soffits
Appendix B
3/W KTVM
OPEN RAFTER
SOFFIT STAPLE
DIAMOND PATTERN
3/9'KWEEM/
11 DETAIL
FACA BOARD / I
t ------ ri
ASCIA CAP
3/4- X 1/4' CROWN
STAPLE "B' ON CENTER
SOFFIT—Tnax. 16-inch span
1-3/4- TRIM NAIL
PAINTED S.S.
SOFFIT
FACIA BOARD
FASCIA CAP
3/4' X 1/4'
CROWN STAPLE
SOFFIT &. FASCIA
DETAIL
ALC15001,3 FL12194-R6 Page 6 of 12
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.
ACREEKlid
TECHNICAL SERVICES, ILLC
ALUMINUM COILS, INC
Soffits
System No. Installation Detail
I J" TRIM NAIL FASCIA BOARD
PAINTEU S,S.
1_.,-FASCIA CAP
SOFfIT
jj 1-sJ- CROWN STAPLE
OPEN RAFTER
I'ASM BOARD
STAPLES SOFFIT & FASCIA
US1116 A, DIAMOND
PATTERN; REFER TO DETAIL
16F-2 & SOFFIT STAPLE
16F-6 DIAMOND PATTERN
DETAIL
FASCIA LAP; REFER
10 SOFFIT & FASCIA
DETAIL 8
F" CHANNEL
SOFFIT: MAX, 16"
SPAN
WOOD
SUBSTRATE
SOFFIT STAPLE
DIAMOND PATTERN
ALC15001.3 FL12194-R6 Page 7 of 12
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. ILLC
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
1-3/4' TRIM NAJI
PAINTED S.S. 48"
O.C.
SOFFIT -max. 16-incli span
ALUMINUM COILS, INC
Soffits
Appendix B
31W 91TVM SOFFIT STAPLE
DIAMOND PATTERN
DETAIL
FACIA BOARD 9rTWM1 ; -
STAPLO
ASCIA CAP
3/4" X 1/4' CROWN
STAPLE "8' ON CENTER 1-3/4- TRIM NAIL
PAINTED S.S.
SOFFIT
FACIA BOARD
FASCIA CAP
3/4- X 1/4"
CROWN STAPLE
S,OFFI! & FASCIA
QUAIL
ALC15001.3 FL12194-R6 Page 8 of 12
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.
LCREEKTECHNICALSERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
I I- TRIM NAIL FASCIA BOARD
PAINTED S.S.
1*4STAPLES - CROW" FASCIA CAP
USING A DIAMOND
SOFFIT-
1PATTERN; REFERSTAPLE10 LROWN S IAPLE
S OF
DIAMOND PATTERN
DETAIL
I TRIM NAIL FASCIA BOARD
PAINTED S.S.
SOFFIT 8 FASCIA
24F-1 &
DETAIL
24F-4 CROWN STAPLE
FASCIA CAP: REFER
TO SOFFIT a FASCIA
DETAIL
lj
Nominal SYP
Batten Anchored to SOFFIT; MAX, 24'
F-CHANNEL Ratlers -411 one Id
Ring shank Nair at
WOOD SUBSTRATE—
every Rafter
SOFFIT STAPLE
DIAMOND PATTERN
ALC15001.3 FL12194-R6 Page 9 of 12
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
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
I I' TRIM NAIL FASCIA BOARD
PAINTED S.S.
I -I' SMOOTH SHANK FASCIA CAP
ROOF HAILS SOFFIT
1-,4- CROWN STAPLE
I TRIM NAIL FASCIA BOARD
PAINTC0 S.S.
SOFFIT 8, FASCIA
24F-2 & DETAIL
24F-5
CROWN STAPLE
FASCIA CAP: REFER
10 SOFFIT & FASCIA
DETAIL
Nominal 1-%2' SYP
Batten Anchored to SOFFIT; MAX. 24-
F-(HANNEL Rafters -ith one 7d
RM Shl.h N84 at
every Rafter
WOOD SUBSTRATE-
ALCI5001.3 FL12194-R6 Page 10 of 12
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, LILC
ALUMINUM COILS, INC
Soffits
App'endix B
System No. Installation Detail
I RIM RAIL FASCJA BOARD
PAINTED S.S.
I' GA T-NAILS FASCIA CAP
SOFFIT
1'- CROWN STAPLE
I TRIM NAIL FASCIA BOARD
PAINTED S.S.
SOFFIT 8, FASCIA
24F-3 & \
DETAIL
24F-6 r 1',4' CROWN STAPLE
FASCIA CAP; REFER
TO SOFFIT & FASCIA
DETAIL
Nominal 1'X2' SYR
Batten Anchored to SOFFIT; MAX. 24"
f-CHANNEL Rafters with one 7d
Ring shank Nal at
every Rafter
MASONRY
ALC'I 5001,3 FL12194-R6 Page 11 of 12
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.
CREEKAliTECHNICALSERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
71
11' TRIM NAIL FASCIA BOARD
PAINTED S.S.
I"xi- CROWN FASCIA CAP
STAPLES
SOFFIT
USING A DIAMOND
PATTERN; REFER TO
SOFFIT STAPLE
ANTILIEYERED
RAFTER
CROWN STAPLE
J_aDIAMONDPATTERN
DETAIL
FASCIA BOARD
SOFFIT & FASCIA
I t~ TRIM NAIL
PAINTEDS.S. DETAIL
24J-1 &
CROWN STAPLE
24J-2 FASCIA CAP; REFER
TO SOFFIT L FASCIA
Nominal I' x 2" SYP battens
between letters and SOFFIT; MAX. 24- cabbed
securedued with one (I ) 7d Tiny
shank na+l st,alghl-nailed
Inrough the fairer Into the end WOOD
SUBSTRATE— t'hebatten of two 12) Id ng
siranl, Palls We nailed on either
cede of The ballefn at the b.
ftew'.ne' mIt'secho" SOFFIT
STAPLE DIAMOND
PATTERN ALC15001.
3 FL12194-R6 Page 12 of 12 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.
TEc*m/cAL SEnv/cEs'LLC
DESIGN WIND LOADS
ALUMINUM COILS, INC
Soffits
Appendix C
The following tables provide design wind loads for components and cladding inaccordance with Section1609 of the F8Cand ASCE74Ounder the following provisions: 1,
Wind
speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC. 2, Exposure
O.C.and Dshall beaadefined insection 1808cVthe F8C. 3. Design wind loads are provided
only for waUo1soffits with mean roof height less than o,equal m00-ft. 4. All calculations are based onaneffective
wind area o<1O_ftrorless. 5. Topographic factors such as escarpments or
hills have,been excluded from the analysis. 8. Wind directionality factor, Ku=0.85
T V*j is shown in the
tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater
than 60-ft shall be evaluated by a licensed design professional. 8. Zones 4and 5shall bedefined ooshown below.
Dimension ^u^shall be1UY4of the least horizontal dimension or(U.4xMean Roof H*ighV.whichever io 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 of 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-,
Roof-,,'
Height (ft)
Basic Wind Speed' mph)",
130 140 150 160 170 180 190- 260
20 16.9 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 1
16.9
16,9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
4
40 18.3 21.5 24.9 28.6 32,5 36,7 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
Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8
Negative
Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46,8 52.1 57,8
25 20.8 24A 28.3 32,5 37,0 41.7 46.8 52.1 57.8
30 20.8 24.4 28,3 32.5 37.0 413 46.8 52.1 57.8
5
40 22.6 26.5 30.7 35.3 40,1 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
60 253 29.6 34.4 39.5 44,9 50.7 56.8 633 70.1
20 10.8 12.7 14.7 16.9 19.2 21.7 243 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
4
40 11.7 13.8 16.0 18.3 20,8 23.5 26.4 29,4 32.5
50 12.5 143 17.0 19.5 22,2 25.1 28.1 31.3 34.7
Enclosed 60 13.1 15.4 17.8 20,5 23.3 26.3 29.5 32.9 36,4
Positive
Loads)
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 24.3 271 30.0
30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
5
40 11.7 13.8 16.0 18.3 20.8 23.5 26A 29.4 32,5
50 12.5 143 17.0 19,5 22,2 25.1 28.1 31.3 34.7
60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4
ALC 15001.3 FL12194-R6 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix C
Design Wind Pressures for Soffits in Exposure C
Building
Type
Zone':
Mean"
Roof
Heightft) BasicWind
Speed mph)--,` 120'
130 140 18 1901 200 20 21.
7-- -25.4 29.5 33.8 38.5 43.5 748.7 54.3 6U 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 59,11 65.5 4 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 .O 46.6 52.6 59.0 65.8 72.9 Enclosed 60
27.2 -31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads)
20
26.7 -31A 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 -34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 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 67A 75.5 84.2 93.2 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 34.0 37.9 42,0 4 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 Enclosed 60
17A 20.5 23.7 2T2 31.0 35,0 39.2 43.7 48.4 Positive Loads)
20
13.9 16.3 18.9 21.7 24,7 27.9 31.2 34,8 38.5 25 30
14,
5
17.0 15.1
17.7 19.7
20.6
22.6
23.6
25.8
26.9
29.1
30.3
32.6
34.0
36.3
37.9
40.3
42.0
5 40
16.
0 18.8 21.8 25.1 28.5 32,2 36.1 40.2 44.5 50 16,
8 19.7 22.9 263 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 ALC 150013
FL12194-R6 Page 3 of 4 This evaluation
report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance
changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes
that are not specifically addressed herein.
ACREEKT
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix C
Design Wind Pressures for Soffits in Exposure D
Building
Type Zone
Mean
Roof
Height'ft
dBasicWindSpee mph)
Z 120,- 130 140 1 50- 16 0 71 0 80: 190 200
20 2&0 30.5 35.4 40.6 46.2 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
4
30
40
27.9
29.4
32.8
34.5
38.0
40.0
416
45.9
49.6
52.2
56,0 62.8
66.1
70.0
73.6
7T5
81.6
50 30.6 35.9 41.6 47.8 54.3
58.9
61.3 68.8 76.6 84.9
Enclosed 60 31.5 37.0 42.9 49.3 56,11 63,3 70,9 79.0 87.,
Negative
Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1
25 33.3 39.1 45.3 52,0 2 66.8 74.9 83.4 92.4
30 34,5 40A 46.9 53.8 61.3 69,2 77,5 86.4 95.7
5
40 36.2 42.5 49,3 56.6 64.4 72.7 81.5 90.9 100.7
50 37.7 443 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
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
4
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 34.8 393 44.1 49.1 54.4
Enclosed
60 20.2 23.7 2T5 31,6 35.9 40.5 45,4 50.6 56.1
Positive
Loads) 20 16.7 19,5 22.7 26.0 29.6 33.4 37.5 41.7 46.3
25 17.3 203 23.5 27.0 3U 34.7 38.9 433 48,0
30 17.9 21.0 24.3 27.9 31.8 35,9 40,2 44,8 49.7
5
40 18.8 22.1 25.6 29.4 33.4 37.8 423 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
ALC 15001.3 FL12194-R6 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
3/8" F-Channel
3/8"
3/8" JI-Channel
ALC15001,3
3/4" -1
81, HEM
I
7
3/4"
FI-12194-136
LS-OMIT11C "11W
3/8' PROFILE
ISOMETRIC VIEW
3/8' PROFILE
ALUMINUM COILS, INC
Soffits
Appendix D
1 of 4
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.
AT EETECHNICAL SERVICES, LILC
Fascia
3/4"
7/8"
1/8" HEM
6"FASCIA
7" BLANK
1/4"
ISOMETRIC VIEW
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001.3 FL12194-R6 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" Q4 Soffit
0 2s, TP 0,
UF TIP J.
d:BLANI4 3 /
8 PROFILE 2
1 i5l 'up ALUMINUM
COILS, INC Soffits
Appendix
D ALC15001.
3 FL12194-R6 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
12" T4 Soffit
3 1/8"
16"
2K
W
7/8" 1 3 1/8" 3
112"
Y
1/2"
13.7S" BLANK
3/8" PROFILE
P5 UP
0
0 12-1 TIP
1/2" 112" 1/2"
END OF REPORT
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001.3 FL12194-R6 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 BulldincTL_ Code Online Page I of 3
BCIS, Home Log In User Registration Hot Topics Submit Surcharge Scats & Facts Publications FBC Staff y BCIS Site Map Links Search
rProduct Approval
USER: Public User
L'rQg=_&pP'aval Men LI > R!n'j'VLLg! Ap Lhjnn,5ear in > t_,pjpjjWD > applicationlication DetailLLi2
p5 FL7006-RIOU-2 FL 4
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/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
IKO Industries, Ltd
40 Hansen Road South
Brampton, NON -US L6W 3H4
708) 496-2800 Ext 200
rmetzOO!@tampabay,rr.com
Robert Metz
rmetzOOI@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
Validation Checklist - Hardcopy Received
ASTM D3161 modified to 110 mph
ASTM D3462
ASTM D7158 Class H
ASTM E108
y"I
2016
2010
2011
2011
https:,',INNr\N,,w.floridabuilding.or-lprlpr_app_dtl.aspx?parani=wGEVXQxA-tDqse7mYBd2b'IK... 2/6/2018
Florida Building Code Online Page 2 of ' )
Product Approval Method Method I Option A
Date Submitted 10/08/2017
Date Validated 10/30/2017
Date Pending FBC Approval
Date Approved 11/01/2017
Summary of Products
FL # Model, Number or Name Description
7006.1 Cambridge, Cambridge HID, Laminated architectural fiberglass asphalt shingle
Biltmore and Biltmore HD manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.;
Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes 26-
Approved for use outside HVHZ: Yes 20L71 frgM_fM pdf
Impact Resistant: N/A FL7QQ6 RIO C CAC Letter - ASTM D3462 letter - (9-26-
291Z]dfDesignPressure: N/A
Other. ELZO06 RIO Q-26-
Mlzl Of
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
EL
In L7QQAtrvLtiQn, fQr FBQ F6-pdf Verified
By: Duc T Nguyen 65034 Created
by Independent Third Party: No Evaluation
Reports Created
by Independent Third Party: 7006.
2 Hip and Ridge 12 Cap This is a 12" x 12" fiberglass asphalt shingle used to cover the
hip and/or ridge of an asphalt shingle roof system manufactured
at IKO's Kankakee, IL, Toronto, Ont. and Brampton,
Ontario plants. Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: Yes e Ieuler Approved
for use outside HVHZ: Yes Surf iAud,it-1 Impact
Resistant: N/A CA LtUEr A ]MD31 t l tt r 2 Design
Pressure: N/A Other:
2 6 Quality
Assurance Contract Expiration Date 12/
31/2020 Installation
Instructions FL?
006 R10 II Hi- an Re a ShM@,Le_1n2,tllhjion Instructions
1 2, FBC_FL7006f Verified By:
Duc T Nguyen RE 65034 Created by
Independent Third Party: No Evaluation Reports
Created by
Independent Third Party: 7006.3
1 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 Approved for
use outside HVHZ: Yes 2 .17 -fro FM._p If 912.) ...mm"-1. .9" Impact Resistant:
N/A 1 F 1_7 ODL R A L Lt&r A TM 4 ter -_L-2 _L5 3 _-Q2_Lt, Design Pressure:
N/A zaiiL2ff Other: EL-
7006 —P, I_Q_ -26- 4 'QlZl
Quality Assurance
Contract Expiration Date 12/31/
2020 Installation Instructions
instruction _L__
rFBCFL7, )j df i_ VerifiedBy:
Duc T Nguyen PE 65034 Created by
Independent Third Party: No Evaluation Reports
Created by
Independent Third Party: https:lllxA,
w.floridabuilding.orolprl'Pr—at)i)—dtl.a,spx?param=wGEVXQxA,tDqse7mYBd2b-')K... 2/6/2018
Florida Building Code Online Page 3 of 3) Z:
7006A Marathon Plus AR, Superglass Plus 3 tab fiberglass asphalt shingle manufactured at IKO's
AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; I I Sylacauga, AL and Kanakakee, IL plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes LehrfL7006R_LQ_C_CAC - SLtj I Q I .,Leje r -2-6
Approved for use outside HVHZ: Yes 2kj7jLrArn_FM )(ff
Impact Resistant: N/A LJC106 P10 C CAIettr ASTMletter-_LL.,6- Design
Pressure: N/A Other,
E108"le'teE Quality
Assurance Contract Expiration Date 12/
20/2020 Installation
Instructions Cf_
Li_ttuction fqr FB 1_70Q_opgf VerifiedBy:
Duc T Nguyen 65034 Created by
Independent Third Party: No Evaluation Reports
Created by
Independent Third Party: back Next
C2_nja= : :
nT J4LL19nt_t59-4U-I§l24 The State of
Florida is an WEED employer, ri F1 ri - :: ftsy,n :: Ag,, Under Florida law,
email addresses are public records. If you do not want your e-mail address released in response to a puNw-recordS request, do not send electronic mail to
this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -pursuant to Section 455,275(
1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.
The emails provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F,
S., please click hlr&. Product Approval Accepts:
MUMEEM D-eo"'
CPFC1
Safe haps: //,ATNATw.
florl
dabui I ding. org/pr/pr_app_dt1. aspx?pararn=wGEVX QNNtDqse 7m YB d2b_3 ) K... 2/
6/2018
d FGJTKB FA 1W
TECH N O L O G U ES
October 27.2O17
KOIndustries, Ltd 120Hay
Rd. Wilmington, DE1Q8OS
Sir(s).
PRI Construction
Materials Technologies has completed a technical review and attached sealed shingle instructions incompliance
the 2O17Florida Building Code. This review was completed
based on the receipt of following evidence from |K0 Industries, Ltd: 1) |K0 Shingle Application
Instructions —3'Tab Shingles EN-3Tab_App|na_
8AGXEFS-2812'11_vafonna ed 2013-U2-novU7/13-Florida) 2) |KOLaminskedShingles Application |na
ruu1ionm EN'Laminated_App|ne_OTTEF8'
2012-04_refonnoMed2O13-U2'nav07/13'F|orida) 3) |KOHip and Ridge12App|icodun|
nstru iona EN'HipondRidge12_3HRTri-2013-08_naformetted2013'
08) 4> |KOLeading Edge Plus Shingle Application
Instructions EN-3LEP-Tri-2012-06_reforme#ed2013-
03) 5) ASTN1 O3181 Test Report (FM Approvals
Project No. 3048947) The attached instructions should be used in
conjunction with the published manufacturer's application instructions and applicable code. |nthe event the
instructions conflict, these instructions shall govern. Statement of Independence: PR|Construction Materials Tech ies
OucT.Nguyen, FLP.E.donot have nor plan to acquire a financial interest
in any company manufacturing or distributing products for which the test reports are issued. Signed:Signed P.
E. Number: 65034 Date: October
27.2O17
Date: October 27.2O17
Attachments: A)|KOShingle Application Instructions -3-Tab B)|
KOLaminated Shingles Application Instructions C) |KO Hip and
Ridge 12App|icsdion Instructions D)|KOLeading
Edge Plus Application Instructions PRI Construction Materials Technologies,
LLC. 64oBadger Drive Tampa, a33610Tel: ms-621/
57777 Faximz-621-5840e-mail mate.daistesttng@pricrnt.com WethSilei hqp:Uww.pricmt.com
mo
Installation Instructions for
Asphalt Shingles
Page uu/o
UKO Shingle Application Instructions _ 3-Tab Shingles
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTN]N WITH |KO1S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. |NTHE EVENT THE INSTRUCTION CONFLICT,
THESE INSTRUCTIONS WILL GOVERN. ROOF
DECK: Solidly sheathed and fastened deck conforming ho2U17FBC UNDERLAYMENT:
Applied in accordance with building code requirements. For areas where the roof slope is less
than 4^ per foot down 0o2^ per foot, use 2 layers of underlaymend 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 ontop of
any underlay along rake edges and directly tothe 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 topenetrate
through plywood or3/4''into boards. Use 4nails per shingle placed G-1/8^above the butt edge, approx. 1''and
13^from each end and 1/2^above each cutout. Drive nails straight oothat nail head ia 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 anshown below. Ensure that nonail
iawithin 2^nfajoint/cutout ofthe underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx.
size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom
edge and equally spaced along the shingle. Apply 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 maximum
average exposure of5-5/
8~ STEEP SLOPES SEALING STRIP NAILS— L NAILS DO NOT NAIL
INTO OR
ABOVE THE
SEALING
STRIP
PRI
Construction Materials Technologies, LLC, 6412 Badger Drive Tampa, a3361nTel.
m3-621-5777 Faxms-5840 e-mail ,ph(.mt,com
xo
Installation Instructions for
Asphalt Shingles
Page omn
UKOLaminated Shingles Application Instructions
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCT%]N WITH |KO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. |NTHE EVENT THE INSTRUCTION CONFLICT,
THESE INSTRUCTIONS WILL GOVERN. ROOF
DECK: Solidly sheathed and fastened deck conforming Vo2O17FBC. UNDERLAYMENT:
Applied in accordance with building code requirements. For areas where the roof slope is less
than 4^ per foot down to Z 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 under|
ayment|aidparoUe|totheeaves.vvith2''horizonta||apaand4''end|apa. Apply metal drip edges nntop 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%/8^diameter heads, long enough
topenetrate through plywood or3/4"into boards. Use 4nails per shingle placed inthe nail line 7-3/8^ below the top edge,
approx. 1''and 13^infrom each end. Drive nails straight oothat nail head ioflush with, but not cutting into shingle surface. NAILING
DNSTEEP SLOPES: For steep slopes of21^
per foot (60')ormore, use Snails per shingle placed anshown below. Ensure that nonail iswithin 2^ofajoint/cutout ofthe
underlying shingle. Seal down each ohingkaattimeofapp|inationwbhMhree1^diameter(approx.aizeendthicknesaofaquarter)apouofaapholt p|eaiio 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 ofdirect sunlight. ' EXPOSURE: Installed shingles shall have maximum average exposure of 5-7Y8^ sm
NAILING ' STEEP SLOPES APPLICATION
Use six nalls as stlown, NAIL LINE PROPER APPLICATION REQUIRES THAT
THE
NAILS PENETRATE BOTH THE
OVERLAY AND UNDERLAY PORTIONS orTHE
SHINGLE PRImnsmjcijon
Materials Technologies, LLC.w:zBadger Dnve Tampa, n113610 Tel 813-621-5777 Faxmz-621/5840 e-
mail, WelhSite hnpJ/WWW,pncmt.com
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 CONJUCTIO.N 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 5 1/8" (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. THEY ARE DESIGNED FOR USE AS 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.
TAPER CUT
PRI Construction Materials Technologies, LLC. 6412 Badger pnve Tampa, FL 39610 Tel 813-621-57 7 Fax 813-621-5840 e-mail materialstesting@pricm,.com WebSite: http./twww.pnemt.eom
mo
Installation Instructions for
Asphalt Shingles
Page omo
K U ~ Edge Plus U~t^K U t^nsLeadingApplicationInstructions
ASTM D3161, Class F — IKO Leading Edge Plus)
NOTE: THESE INSTRUCTIONS SHALL BE USED /N CONJUCTON WITH |KO^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 3Q3/8^x131/4"(1UOOmmx33Smm)|KOLeading Edge Plus strip ioperforated lengthwise for separation into
two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3,
Take
one ofthe separated shingles 3Q3/8^xG5/8''(1UO0mmx1G8mm)and remove approximately 20^(500mm). Install
this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant
adjacent tnthe eaves. The shingle should overhang the rake edge and eaves byanominal 1/4^(Smm)
minimum. Fasten the shingle tothe roof deck with nails located 3^to4^(75 mmto10Omm)from the eaveedge and
1^(25mm)infrom each end. 4. Take the leftover 20" (500 mm)
piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent Vuthe
outer edge ofthe roof. The shingle should overhang thenakeedgebyanomina|1/4''(8mm)min|mum.Festentheshing|etotheroofdeokwithhastenena located
3^to4''(75mm0o100mm)from the rake edge and
1''(25mm)infrom each end. 5. Repeat Steps 3 — 4 for the right lower corner
of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12
gauge, with at least 3/8(8mm)diameter heads, long enough hupenetrate through plywood
or3/4"(2O mm) into boards. Use nails per shingle placed 3^1o4" (75
mmVo 100 mm)hnm the emveedge and approximately 1^and 18''(25mmand 33Omm)infrom each
end. 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 ahou|dovedhang1henskeadgeandeaveabyunomina|1/4^(8mm)minimum.Fastentheuhing|esto 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 inhigh winds. PRI Construction Materials Technologies, 12 Badger Drive
Tampa, Ff- 3361uTel .mo-621/5777 Fax:m3-
621/5840 e-mail: Sile: http:1Www.pricmt.com
Florida Building Code Online Page I of 2
8CIS Home Log In User Registration Hot Topics i Submit Surcharge Stats & Facts Publications FBC Staff 8CIS Site Map Links Search
Product Approval0USER: Public User
Lrp= AjbQMyt!, M&nji > Laqq, Ah i n 5g r h > jaLo in, s > Application Detail R
2" 12FL # FL15216-R3 Application
Type Revision Code
Version 2017 Application
Status Approved Comments
Archived
Product
Manufacturer InterWrap, Inc, Address/
Phone/Email 32923 Mission Way Mission,
NON -US 00000 551)
574-2939 mtupas@interwrap.
com Authorized
Signature Eduardo Lozano elozano@interwrap.
com Technical
Representative Eduardo Lozano Address/
Phone/Email 32923 Mission Way Mission,
NON -US 00000 778)
945-2891 elozano@interwrap,
com Quality
Assurance Representative Address/
Phone/Email Category
Roofing Subcategory
Underlayments 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 Robert Nieminen the
Evaluation Report Florida
License PE-59166 Quality
Assurance Entity Intertek Testing Services NA, Inc, - QA Entity Quality
Assurance Contract Expiration Date 09/30/2019 Validated
By )ohn W. Knezevich, PE Validation
Checklist - Hardcopy Received Certificate
of Independence Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code FL112'
6E3_LQ)12 INip.rr:Lneja lff 514DAard
ASTM
D1970 (tear) ASTM
D226 (physicals) Y-
M 2015
2009
https:
IIINIvw,V.floridabuilding.or&,Iprlpr_app_dtl.aspx?parana=xA,,GEVXQ"rtDqv' :),vVVKJZ 1Q... 21/6/2018
Florida Building Code Online Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
ucts
Method I Option D
10/10/2017
10/11/2017
10/15/2017
12/12/2017
FL # Model, Number or Name I Description
I
15216.1 RhinoRoof Underlayments i Synthetic roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL15216 R3 11 2017_1_Q FINAL ER INT_WRA P R
Approved for use outside HVHZ: Yes B3_P_d_f
Impact Resistant: N/A Verified By: Robert Njerninen PE-59166
Design Pressure. N/A Created by Independent Third Party: Yes
Other: See ER Section 5 for Limits of Use. Evaluation Reports
FL I - I I P _,APRHINOE0
SR2_pdf
Created by Independent Third Party: Yes
F —.C; I Next
CRaM= z: 2601 Blair Stone Road, jaIl F }2394 ppq_n&_ -47- 4
The State of Florida is an AA/EEO employer. Copyright 2007-2013 ELL% i th m n
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487,1395, `Pursuant to
Section 455.275(l), 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 emalls provided may be used for official 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 which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please crick here .
Product App al Accepts:
M CJ qroEE M Gard
Safe
https://
wNvN,,,.floridabuilding.orgl/ r/pr_ap p dtl.aspx?i-n para=wGEVXQAlDqv'yVVKJZIQ... 2/6/2018 p
EVALUATION REPORT
nterwnaA|nc.
329Z3Mission Way Mission,
8CV2V-6E4 Canada 551)
574'2939 EXTERIOR
RESEARCH & DESK]N,LLC. certificu,
evfAvthoruoo^n#9BO3 353CHR|
5TiA0STREET, UNIT #13 OXFORD, [TO647
PHONE: (203)
2G2-9Z4S Evaluation Report
140510.02.12-113 FL1S216-R3
Date ofIssuance:
O2/17/2U12 Revision 3:1O/
i0/2U17 5cops: This Evaluation
Report
is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in
the State of Florida. The documentation submitted has been reviewed by Robert Nieminen' P.E. for
use of the product under the Florida Building [ode and Florida Building [ode' Residential Volume. The products described herein
have been evaluated for compliance with the Gm Edition (2017) Florida Building Code sections noted herein.
Lxaeums: Labeling shall
be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. ownmuEuCoMpuxmoc;ThisEva|
uadonReportisvaUdund|
suchdmeasthenamedproduct(dchan#es.therefeoenced Quality Assurance documentation
changes' or provisions of the [ode that relate to the product change. Acceptance of this Evaluation Report
by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes orthe referenced
Quality Assurance documentation changes, TrinitylERDrequires acomplete review ofthis Evaluation Report relative to updated
Code requirements with each [ode Cycle. ADVERTISEMENT: The Evaluation Report number
preceded by the words "Trinity IERD Eva|uated^ maybe displayed in advertising literature. If any portion
of the Evaluation Report is displayed, then it shall be done in its entirety. wspecnow:Upon/equest'acnpynfthisentireEva|uationReportshaUbeprovidedtotheuserbythemanufactureror
its distributors and shall be
available for inspection atthe job site at the request of the Building Official. This Evaluation Report consists of pages
I through 3. Prepared by: Robert J.M.Nieminen,
P.E.
Florida Registration No. f9166Florida D{AANE19Q3
The facsimile seal appearing was wthori2euby Robert
wmminen.,c=mnouoz7 This does not serve
aw electronically signed document, CERTIFICATION OF INDEPENDENCE: z.
Trinity |sno does
not have, nor
does it intend to acquire or will it ucqv//e' a financial interest in any company manufacturing or distributing products it evaluates. z. Trinity |snois
not owned, operated or
controlled by any company manufacturing or distributing products it evaluates. 1 xuucrt miemmen' p,c. does not
have nor will acquire, a financial interest in any company manufacturing v,distributing products for which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not
have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. s, This i,obuilding code evaluation.
Neither
T,mitY|snonor Robert w/emi^en. P.E. are, many way, the Designer ofRecord for any project on which this Evaluation Report, o,previous versions thereof, is/
was used for permitting o,design mv/duncc v^|eo retained
TRINITY F
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Undedayment
Compliance Statement: RhinuRoofUndedaymenta. as produced by |nten"mp^ Inc., has demonstrated compliance
with the following sections of the 61h Edition (2017) Florida Building Code through testing in accordance with
applicable sections of the following Standards, Compliance is subject to the Installation Requirements and
Limitations / Conditions ofUse set forth herein. Properties
Standard Year Unrolling,
Breaking Strength, Pliability AsTwozze zoon Tear
Strength AsTwoz97o zozs Examination
Reference Date Physical
Properties zuosagaescOc+noa 10/27/2011 Physical
Properties 100539395cOQ-802 10/27/2011 Physical
Properties 10053e39*[OQ-006 03/14/2014 AsTm
oze7n;Tear strength Ocp-338'02-02 10/03/2017 Quality
Control Service Confirmation 09/38/2017 4.
1 RhinoRoofV20 is mu|d|ayered polymer woven coated synthetic roof underlaymentavailable in 42-inch wide
rolls, and can be produced in various other sizes; meets FBC 1507.1,1 (Exception). S.
LIMITATIONS: SA
This is building code evaluation. NeitherThnhyJERD nor Robert Nianinen' P.E. are, in anyway the Designer
ufRecord for any project on which this Evaluation Report orprevious versions thereof, is/was used for
permitting or design guidance unless retained specifically for that purpose. 52 This
Evaluation Report isnot for use in FBCHVHZjurisdictions. . 53 Fie Classification
is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test
report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoufUndedaymems
may be used with any prepared roof cover where the product is specifically referenced within F8Capp/
ova| documents. If not listed, a request may be made tothe Authority Having Jurisdiction for approval based
on this evaluation combined with supporting data for the prepared roof covering, 5.5 Allowable
Roof
Covers: TAsLE 1: ROOF COVER
OPTIONS Underlayment Asphalt Shingles Nail -
On
Tile
Foam -On Tile Metal Wood Shake Shingles Slate
or Simulated
Slate
RhinoRoof U20
Yes NO
No Yes Yes No 5.6 Exposure Limitations:
RbiouRonfV20shall not beleft exposed
for longer than 30-dayyafter installation. Exterior Research and Design, I.I.C.
Evaluation Report wos1u.0z12-R3 Certificate o/Aumuri2am,o*yso o'~EDITION (
zon)Fecmom'*vxzEVALUATION pus216-n3 RhinoRoof uwwauvments xevuun3:1mu0/20zr Page xms
6. INSTALLATION:
6.1 RhinuRuof Unde1ayments shall be installed in accordance with |ntenm,up, Inc. published installation
instructions subject tothe Limitations set forth inSection 5herein and the specifics noted be|mm. 62 Re -fasten
any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust
and debris prior tuapplication, 6.3.1
Shall be installed in compliance with the requirements for A5TM D226,Type | ovU undedaymentin FBC Table 1507.1.
1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width fo'douWe-|
ayerapp|icot|ons. 6.3.1
Fasteners: For exposure < 24
hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, orthose noted
inh.4lThe use ofstaples isprohibited. For exposure ,24 hours up to
maximum 30da\a' corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails
or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up).The use ufstaples isprohibited, 632
Single Layer; Roof Slope > 4:12:
End (vrdca|)laps shall beminimum 6-inchesand
side (hohzonta|)laps shall beminimum 4-indhes. Refer to ntenwrap, Inc. recommendations for alternate lap configurations and/or
the use of sealant under certain conditions. For exposure <J4 hours, use ofevery-other fastening
location
printed on the surface is acceptable. For exposure , 24 hours up to maximum 30'days, use of
every fastening location printed on the surface is required. When batten systems are to be installed o*up
the
undedeyment, the vndedayment need only be preliminarily attached pending attachment ofthe battens onthe same day. Battens
shall not bepositioned over cap nails. If this occurs, remove the cap nail and patch
the hole in accordance with |ntenwrap published instructions. 6/i3 End (vertical) laps shall be minimum I2'inchesand
side (horizontal)
laps shall
beminimumha|f-sheet+widrh p|ux1.inch. Double layer application; begin by fastening a half -width
plus 1-inch
starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue
osnoted in6.5'but maintaining minimum half -width p|vsI'inch side (horizontal) laps, resulting in a
double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official orAuthority Having Jurisdiction
in order to properly
evaluate the installation of this product. Q. MANUFACTURING PLANTS: Qingdao, China QUALITY ASSURANCE ENTITY: END OFEVALUATION REPORT '
Exterior Research
and Design, uc
Evaluation Report
wusx0.ozz2-ny
Certificate^/Avm^nmnoo*eso
oTIEDITION (zozr)mcwom'xvazEVALUATION puo/r,-ns xm*vnuvundenovm,m,
Revision a.zu/1o/2uo Page yv/s
Rhw R f' U20
VD{J U, i@YOOr_-
Rhinu»Roof°U20UmstallationUmstructions
RhinoRoof U20 is an air, water and vapor barrier and
therefore must be installed above a properly ventilated
space(s). Follow ALL building codes applicable toyour
geographical region and structure type asitisconsidered
avapor barrier,
DECK PREP: Protrusions from the deck area must be
removed and decks shall have no voids, damaged or
unsupported areas. Deck surface should befree ofdebris, dry
and moisture free. USE;
RhinoRoof U2Umust hecovered byprimary roofing within 60 days of
application. U28 is designed for use under; asphalt or synthetic
sking|es, metal in residential applications, and cedar shakes
that have been primed. APPLICATION: For slopes from
4:12and higher RhinoRuof U20istobelaid out horizontally (paraUe|)tothe
eavewith the printed side up. Horizontal laps shcw|
6 be 4^ and Vertical laps should be 6^andanchored approximately
1^ in from the edge. For low slope
applications it is recommended to overlap 50% plus l^, for complete
definition of low slope and guidelines consult authorities
having jurisdiction. U20 product isnot recommended for slopes
less than 212. The use of roofing
hammer, pneumatic air o/gas driven fastener tools is acceptable.
The use u(straight edge cutting knives iarecommended. FASTENERS:
For same day coverage with primary roofing RhinoRoof
U2Ocan beanchored with corrosive resistant 3/8^ head
x 1^ leg roofing nails (ring shank preferred,
smooth leg accepta6|e).The use ofevery other anchoring location printed
on the product is also acceptable, |fU2O will beleft exposed
for upto6Odays the product must be anchored with 1^
plastic or metal cap smooth or ring shank roofing nails
and anchored inall locations printed unthe facer. DDNOT USE STAPLES: the
use ofstaples to penetrate RhinoRoof°U2Uwill void warranty.
ANCHORING: All anchoring nails mum be Hush. 90 degrees ^othe roof deck,
and tight with theundeHaymam surface and
the structural roof deck, Where seams and joints
require sealant o, adhesive use a low solvent plastic
roofing cement meeting ASTk4D-4586Type 1.orFederal Spec SS-
153 Type 1 such as Karnak. Henry DAP, K4B. 6eoce|
or equivalent. Acceptable alternatives are butyl rubber, urethane,
and EDPk4based caulk ortape sealant. EXTENDED EXPOSURE: KRhinuRoof U20 product will
beexposed longer than 246ours and uptub0days then
product must be attacked to the structural roof
deck using minimum 1^ 6iameterplastic ormetal
cap roofing nails (ring shank preferred but smooth leg
acceptable). Miami Dade approved tin tags/metal cops are
also acceptable, and itisrecommended for best performance touse
with the rough edge facing up. For extended
exposure it is always recommended to anchor on every
printed position on the facer, RhinoRoof~ U20
is not designed for indefinite outdoor exposure. For extended exposure
conditions where driving rain or strong winds are expected
it is recommended to take additional precautions such asdoubling
the lap widths. Alternately o,
in addition to a compatible sealant could beused
between the laps orapeel and stick tape could 6eapplied
zothe overlaps. CAUTION ' READ GOOD SAFETY PRACTICES BELOW
Good safety practices should 6efollowed onsteep slope roofs, such
asuse oftie-offs.toe boards, ladders and/or safety ropes and
personal body harnesses. Follow OSHA
guidelines. Slip resistance may vary with
surface conditions from debris that accumulates, weather, footwear and
roof pitch. Failure to use proper safety gear can result in
serious irjury. Depending on roof pitch and surface
conditions, blocking may berequired tosupport materials on the
roof and is good safety practice. Remember to
seal the nail holes after removing blocking. InterWrap" Roofing Products
Division Charleston, SC ° Vancouver, ° Mission, BC ° k4nn a| {
C Web: www.|nta60i-ap.com600fing / E-mail:
in{o@intenwrapzum
Florida Building Code Online Page I of 2
p,
kffi"",
A
N
f v1v{ bee
3
5CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts I Publications FRC Staff f BCIS Site Map Links Search
Product Approvaldb4- USER: Public Use, pr
M&au > Pro a r qSign ah > Apgli i n t i i> Application Detail FL #
FL16994-RS Application
Type Revision Code
Version 2017 Application
Status Approved Comments
Archived
Product
Manufacturer Address/
Phone/Email Authorized
Signature Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Southeastern
Metals Mfg. Co. 11801
Industry Drive Jacksonville,
FL 32218 904)
696-4682 jhkelsey@semetals.
com Jeremy
Kelsey jhkelsey@semetals.
coni Category
Roofing Subcategory
Roofing Accessories that are an Integral Part of the Roofing System Compliance
Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who developed Zachary R. Priest the
Evaluation Report Florida
License PE-74021 Quality
Assurance Entity UL LLC Quality
Assurance Contract Expiration Date 12/20/2020 Validated
By Locke Bowden Validation
Checklist - Handcopy Received Certificate
of Independence FL161)q4L R5 COI aLM1400I 5a ZO , B _Resort ff-_Rid 1j t 12-E--!: _qt tn find_
i.pdf Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code Product
Approval Method 1503.
5 1709.
2 Method
2 Option B littps:
I'IlNkr"-w.floridabuilding.orgllprlpr—app_dtl.aspx?parani=wGEVXQxA,tDqvBwyug,rrZN... 2/6/2018
Florida Building Code Online Page 2 of 2
Date Submitted 09/26/2017
Date Validated 10/10/2017
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Nam. Description
16994.1 Off Ridge Vent 4-ft, 6-ft, and 8-ft off ridge vents for use with asphalt
shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No jj 6
Approved for use outside HVHZ: Yes Rid e Vent final. df
Impact Resistant: N/A Verified By: Zachary P. Priest 74021
Design Pressure: +0/-18 Created by Independent Third Party: Yes
Other: See evaluation report for limits of use. Evaluation Reports
F _SEM14QOJ _-a_ Q_/1BC Eva[ ftUio_r_t Off_
to—OL.P.1t
Created by Independent Third Party: Yes
16994.2 Tile Off Ridge Vent 4-ft, 6-ft, and 8-ft off ridge vents for use with clay or
concrete the
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL16994R. II SEMIA,QJ Sb 2L , FBC Eval RtQULTlle
Approved for use outside HVHZ: Yes a.(zgf._ V§Lr)!_fia j.'p!f
Impact Resistant: N/A Verified By: Zachary R. Priest 74021
Design Pressure: +0/-9 Created by Independent Third Party: Yes
Other: See Evaluation Report for limits of use. Evaluation Reports
5b
Roof Vent finaLDdf
Created by Independent Third Party: Yes
F.-.511 Nezt
aauL :: 21 ,, n Ra T bh4uiLEL3,M Eh2m_k52_4U_1W4
The State of Florida is an AA/EEO employer. rZWjrLqh 7_ -A'l f Fl H tU4U_51ALqmg_n :: I h M n :: Bgty),Statement
Under Florida law, email addresses are public records. If you CIO not want your e-mail address released in response to a public -records request, CIO not send
electronic marl to this entity. Instead, contact the office by phone or by traditional mail. If you have any Questions, please Contact 850.487.1395, *Pursuant to
Section 455.275(l), Florida statutes, effective Gct01)er 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emav address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which Can be Made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click ttre
Product Approval Accepts;
M Z71 i9% : M
Cre(JIT' Card
Safe
https:ll,Ar\N-A7.floridabuildiiig,orglprlpr_app_dtl.aspx?param=xA,GEVXQ\N-tDqx,BwYu9TrZN... 2/61/2 0 18
Certificate ufAuthorization No. 29824 W'**
R N K17 2UEdin u hDr o
Tampa,
FL33S47 813)
480'342I EVALUATION
REPORT FLORIDA Bu|Lo/maCODE, 6T"EDITION (2017) Manufacturer: Southeastern
Metals Manufacturing Co.. Inc. (SEMCO) Issued October 10, 2017 11801Industry Drive
Jacksonville, FL32218 800)
874-0835
Manufacturing Plant: Jaokannvi|
le.FL Quality Assurance: ULLLC(
OUA1743) Scops Category: Roofing
Subcategory:
Roofing Accessories
that are anIntegral Part ofthe Roofing System Code Sections: 1503.5.1708
2 Properties: Roof Ventilation RErEnEwnss PRI
Construction Materials Technologies (
TST5878)
PRI Construction Materials Technologies (TST5878)
Zachary R. Priest, P.E. (
CREEK Technical Services) PRODUCT DESCRIPTION Report No Standard
Year Sew-
02e-02'01 ASTws000
201* sem-031'02*1 ASrwsnan
2014 aEM1*003 Calculations 2014 Off
Ridge Vent: Minimum 2Oga.
AGTMA7S2orA8TMAO53CSType 8etee Shall conform with F8C Section 1503.2 Maximum dimensions of
the vent are
24-inch wide x 102+noh long x 425-inch high. Vent is available in nominal 4-
ft, 6-ft and 8-ft sizes. This evaluation report mprovided 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.
LW1111111111110AIIARIA'''IN
TECHNICAL SERVICES, LLC
PRODUCT APPLICATION
Southeastern Metals Manufacturing Co., Inc.
Off Ridge Vent
Deck Type: Minimum 7/15-inch APx span rated OSB sheathing or 15/32-inch APA span rated
plywood sheathing for new and existing roof deck (Deck shall be designed by others in
accordance with FBCmquirements).
Roof slope: Minimum212
Installation Height: Maximum33-ft
Roof Cut -Out: 2.5-inchwide x42-inohopening for the nominal 4-ftvent 2.5'
inchwide x08-inokopening for the nominal 0-ftvent 2.5-inchwide x9O-
inchopening for the nominal O-ftvent Attachment Method: Cut-out opening as
prescribed above into the sheathing located a minimum 6-inch off the ridge For msingle vent, install
the vent as close mthe center of the roof length as possible. Multiple vents should Ueevenly spaced along
the roof length, Remove interfering shingle nails around the perimeter ofthe
opening and any debris prior to placing vent, Apply ASTIM D 4586 or
ASTN D 2409. Type | roofing cement/mastic to the underside of the perimeter flange
to continuously surround and seal the flange. Position the vent over the opening
inthe roof sheathing. Slide the top and side flanges of the vent underneath the shingles and
allow the bottom flange to lie on top of the shingles. Attach the vent with or
min, 12 ga. x 1-1/4-inch ring
shank nails with min. 3/8-inch diameter heads having sufficient length mpenetrate through the sheathing aminimum
of 3/8-inch. The fasteners shall belocated 1'inohfrom the
edge ofthe flange and 55- inoheu oc. along all four sides ofthe vent. All loosened shingles shall be
adhered down with roof cement/maatio, When nails are used toattach the vent, all penetraUonu
through the vent flange shall be sealed using ASTIM D 4580 orA8TM D 3409. Type |
mofingcement/mantio, Allowable Roof Coverings: Asphalt shingles Maximum Design 43.5msffor 4 and 6-ftvents
Pressure 48poffor
B-ftvent Pressures calculated using
2:1 margin of safety per 1504,9 This
evaluation report isprovided for State
mFlorida product approval "nue Rmea1szo'u, 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, mumoaoun, recommended use, mother product attributes that are not specifically
addressed herein.
Southeastern Metals Manufacturing Co., Inc.
c muew Cw-
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification isoutside the scope ofthis evaluation, 2) This
report isnot for use inthe MVMZ. 3) The roof deck
and deck attachment shall be designed by others in accordance with the FBC, 4> SEMCO vents shall
be installed in strict compliance with this evaluation report and the manufacturer's published installation instructions. |nthe
event ofconflict, the more restrictive installation shall beenforced. 5) Deck substrates shall be clean,
dry, and free from any irregularities and debris, All fasteners inthe deck shall bochecked for protrusion prior 0oinstallation. 0)
Installation nfthe roof assembly iaoutside the scope
ofthis evaluation. 7) SEMCO vents are intended tnprovide passive ventilation for unenclosed attic
in residential construction applications 8) All products listed in this report shall be manufactured
under
a quality assurance program in compliance with Rule 61G2O'3. COMPLIANCE STATEMENT The products evaluated herein by Zachary
R. Priest, P.
E. have
demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted
by the named manufacturer, o 701 41 n . x// s ucharyR. Pnes, P.E. Florida
Registration No.
74O21
Organization
No.
ANE8641
Z CERTIFICATION opINDEPENDENCE CREEK
Technical Servixes.uLC does
not have, nor
will
uacquire, ofinancial
interest many 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 n, pn=st. P.E. does not have, no, will acqwin,,
wonarc/a/
interest in any company manufacturing or distributing pmmuuo under this evaluation. Zachary R, Priest, P.E. does not have, nor will -acquire,
a financial interest
in any other entity involved mthe approval process mthe product, END opREPORT This evaluation report mprovided for State uvFlorida product approval under Rule m820-
z,
The manufacturer
shall notify CREEK Technical Services, uLCmany product changes mquality assurance changes throughout the duration for which this report is valid,
This evaluation report does not express nor imply warranty, inmunmoon, recommended use, n,other product attributes that
are not specifically addressed herein.
MIAMI-DADS COUNTY
MIAMI- PRODUCT CONTROL SECTIONa11805SW26Street, Room 208
DEPARTMENT OF REGULATOR17 AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) NN,xN NN.niiaiiiidade.goN-/econoniN,
Southeastern Metals Manufacturing Company, Inc.
11801 Industry Drive
Jacksonville, FL 32218
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been design ed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Weather Vent
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product. Z-1
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising, or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 08-042' ).0 1 consists of pages I through 3.
The submitted documentation was reviewed by Juan E. Collao, R.A.
NOA No.: 13-0814.08
Expiration Date: 04/15/19
Approval Date: 01/23/14
Page I of 3
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Ventilation
Material: Steel
Minimum Slope: 2:12
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT:
Manufactured bv Test Product
Applicant
Dimensions Specifications Description
Weather Vent Vent: 4-1/2"x 1911 x 46" TAS 100 Galvanized metal roof vent
Deck Flange: 24"x 52"
Thickness: 0.0217 inch,
MANUFACTURING LOCATION
I. Jacksonville, FL
EVIDENCE SUBMITTED
Test Agency
PRI Asphalt Technologies, IncZ:
APPROVED APPLICATIONS:
Test Identifier Test Name/Report Date
TAS 100 SEM-002-021-01 08/14/03
ICC-ESAC132 SEM-027-02-01 01/07/14
Deck Type: Wood
Deck Description:
15/-
2" or greater plywood or wood plank
System Type A: Mechanical attachment of vent for shingle roofs
Cutout: Mark a 31/2"x 46" opening centered between layout lines and aligned minimum 6 inches from
the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris.
Installation: Vents should be evenly spaced on the rear slope of the roof.
Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing
cement. Secure vent to the roof deck with 1-1/4" galvanized ring shank roofing nai-Is spaced
approx. 8" o.c. and Y' from the outside edge of the flange. Use a minimum of 18 nails per vent.
Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings
herein).
Net Free Area: 99 square inches.
NOA No.: 13-0814.08
Expiration Date: 04/15/19
Approval Date. 01/23/14
Page 2 of 3
LIMITATIONS:
1. Refer to applicable building, code for required ventilation.
2. Weather Vent shall comply with the manufacturer's current published application instructions and the
requirements set forth in the applicable building code. ZD
3. This acceptance is for installations over asphaltic shingle roofs only.
4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. Z-1
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 9N-3 of the Florida Administrative Code.
6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of
the manufacturer's name or logo, city, state, and following statement: "Miami -Dade County Product
Control Approved" or the Miami -Dade County Product Control Seal as shown below:
DRAWINGS
0 0 •
ROOF FLANGE NAIL PLACEMENT
0 •
END OF THIS ACCEPTANCE
NOA No.: 13-0814.08
KmiAmi-DAIDE COUNTYM Expiration Date: 04/15/19
Approval Date: 01/23/14
Page 3 of 3
r -4,
DESCRIPTION AS FURNISHED: Lot 34, WYNDHAM PRESERVE, cis recorded in Plat Book 81, Page-1 9,3
through 102 of the Public Records of Seminole County, Florida.
BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Haines, Word & Woodman, PA; Attorneys' T,tle
Insurance Fund; Bank of America
LOT 49 LOT 50
AT 69'40'51 " E
40.00'
4J. I X 43. 13'
LOT 34
6,7'
500'
44
5,00'
CIO
NOTE:
Q-PLANS
0LOT35M=MEASUPED o LOT 33
FORM60ARD FOUNDATION
FORMTOF- TOP OF
FORM AVERAGE-30.54
6- 9.0 5.00'
fn
NOTE jPNSSURED
5,00'
25,20' 25.20'
P.C.
IV 89'4 0'51 " E
40-00' SLTRACKS AS FURNISHED
FRONT - 2
F?F4& 211) SALTWARSHSIDE5' (40 LOT) LOOP
7.5 (60' LOT) PRIVATE ROAD (50' RIW)
10' (7-5' LOT)
SIDE STREET - 25- (60'& 75- LOT)
1 5' (40' LOT)
25' FRONT SETBACK CAN BE REDUCED
TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT PLAN AREA CALCULATIONS
2) IN SUCCESSION AT 20' AND A MINIMUM
OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 4.680 t SQUARE FEET
PROPOSED - FINSHED SPOT GRADE ELEVATIONS F! TWORK ONIOFF LOT - TOTAL t SQUARE FEET FLAIWORK
PER DRAINAGE PLANS SQUARE I, DRIVE 4031 110- 51.3 ± A FOUNDATION/PAD 1,195 t SOUARE FEE'
E-- PROPOSED DRAINAGE FLOW WALKS 721200- 272 t SQUARE FEET RR PATIO 101 t SQUAIR'L,
I FRONT PORCH DECK 48 1 '3-- 0UARI i i
LOT GRADING TYPE A
SOD 2,6451 130 - 2,975 ± SQUARE FEET I POOL DECK NIA 1 S00AW Ir' PROPOSED
F.F, PER PLANS 30 5 NOTE: FRONT S(OCWALK AND MEET LOCA770M TAKEN FROM PLANS PRQV?2k 0By CUENT - NOT {TO vfPff,) CRUSEMWErER-
SCOTT & ASSOC, INC -- S1JRVJr".r0R,-1- LANDLEV.
D 5400
C. COLONIAL OR. ORLANDO, FL. 32807 (407)- 277-3232 FAX (407)--1 58-i4,36 PLAY
VOL : HURT I LINE NOTES;
101
PIPE V- •- F(I.T TIT 1.1UPE I THE VNDMpRED OM HERE, CERTIFY WAI TIRS SURVEY WETS ME SFANOWPRACTICE SET FORK W D41, FLOPA A 4-0 M., OF
C CURVATLFPC Gn "'CREIL —(.
1 .0. • — PoorrssPORAt, nOVEYORS
ANTI MAPPERS MI CHAPTER 34-7 FLOWN AORVftS"MOVF CODE PURSUANT TO SECIVON 172,027, WWA S-ItS ZCT IV . ".
1., .1.1 4,% -1 - -M. 2. UNLESS EMBOSSED REM SURVEYOR'S S!ORATURC AND ORIGINAL RATS60 SEAL, MIS SURVEY 00 COPIES ME NOTT CD V1. -
rTTRCS$ M r 01, T
Or KG-I -c --Z 3 MS
SURVEY OAS PREPARED YOU LRFORVAOON FURNISHED TO NE SURWYOR MCRE MAY ONFR RES-3 OR EASEMENTS
THAT AFFECT MI5 PROPERLY 1C, POOF
PEA-1 .111—C WMR,ENT 1.11IM rY,
cw &c-llm M —V NO
UNOEROROfMR - .. V.
DM NAVE DEER 1"ITU UNLESS 17t,FRATSF INOVN W SURVEY' 6
PREPARED FOR W SW RENEW OF THOSEC"OFIED TO AND S- NOT W RFL,EU UPON6' Mr OVER 15 T- 6
4VWNSXNS O- FOR w U)CATTV, OF EN`N .W. — -1 w U14P 1. R(00,4 , Wwl -11 C"S" N
RIK 7 QfARfNGS. ARC RASED ASSUMETI OA AND OP I- A SROW A$ SVSE RFAMNG (08) ITI UK 'E_
ELAVAMNS, IF OPI
L ARC WED ON MThOPAL GCOOCOO OATUV Or 1429, URICSS ONC W5E NOOI) 9. OENTRTCAIE OF "
S", vDFG VORD 'E110E
IF kOD, I - 20-- 1 Or —.1,
TPE FT ION, OF
Iw- 64TE ORUFR No ms, DESCRIPTION ADtos
URTIFTED ayPLOT
PLAN 02-
41-2018 j 1098-8 REWSFO PLOT PLAN (
GRADES) 03-27-2018 FDR04SOARD ()UNOAT7O?J/
TLfW 06-27--201 1i4IS RUILD(NG\
PROPERTY WES NOT Uf wTHIN rtif, ESTABLISHED 100
YEAR FLOOD PLANE AS PER "FIRM' Tom X GRUSENMEYER,
RL.5, 4714 DAMES W SCOTI
R.L.S I 480T ZONE *X* MAP
I 12117CO090 F (09-28-07)
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $
Job Address: J q o& ja/4 war a /-) p—C)DI9 Historic District: Yes F—] No
Parcel ID: Residential.9--commercial
Type of Work: New, .A.ddition Alteration Repair Demo Change of Use Move
Description of Work: C,,
Plan Review Contact Person: Title:
Phone: Fax:
Name
Street:
City, State Zip:
E mail:
Property Owner Information
Phone:
Resident of property?:
Contractor Information
Name _&I . 4.157 f> I Phone: 88 1 3 t U 4 a -
Street: " ' _ Fax:
City, State Zip:-f ,(i 0'C1 5,3 t1l3 _ State f.,icense No.: 4i f (( 5 q04?
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender: _
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code
Revised: June 30, 2015 Pennit Application
k QTICE: In addition to the requirements of this *permit, there may be additional restrictions applicable to this property that May liefoundinthepublicrecordsofthiscounty, andthere may be additional -permits _mquired 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, 1S713. 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 inordertocalculateaplan: review charge and will be considered the estimated construction value of the job at the time of submittal. TheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuation.Table in effect at the time the perrhit 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 cc rfify that all of the foregoing information is accurate and that all work will be
done in Cornplia"Ce With all applicable laws regulating construction an Signature
of Owner/Agent Print
Owner/Agent's Name Signature
of Notary -State of Florida Date Owner/
Agent is Personally'Knowri to Me or Produced
ID Type qf1l) Signature
of ,. tary-state f I 1Date 0C dominisslon
0
GG15lair1707 Expires. October
15, 2021 U jw"
ji-I 114 L bollUI" rjuContractor/Agentis7Pe
sonallyKnown torr-WW' Produced ID Type tD-
BELOW IS FOR OFFICE
USE ONLY Permits Required. Building n
Construction Type: . _ Total Sn
Ft of
Ido: Electrical WchanicalEl plumbingo GasE]
Roof P Occupancy Use: Flood Zone:
Min, Occupancy Load: 4-
of Stories: New Construction- Electric - 9
of Amps Plumbffig -; # of Fixtures----. Fire Sprinkler Permit: Yes[]
NoE!- # of Heads Fire Alarm Permit:. YesEl No 1.1 APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised:
June 30,
2015
UTILITIES:
FIRE: WASTE WATER: BUILDlNG:___
Permit
Application
AGREEMENT
A
f
NEW RESID,cX7141 CON 2$rgqCTION,
WYNDHAM PRESERVE
SERVICE
PLAN SIZE SQ FT A/C SYSTEM PRICE
SEBRING 200A 2410
10-kW HEAT 240V, 60A
6,758.00S-TON AC 240V, 50A
SORRENTO 200A 2078 8-kW HEAT 240V, 50A
4-TON AC 24OV, 40A 5,465.00
SPRUCE 200A 2774 8-kW HEAT 240V, 50A
w
7,264.004-TON AC 240Y, 40A
SUNDANCE 200A 1730 5-kW HEAT 240V, 35A
5,081.003-TON AC 240V, 30A
TELLURIDE 200A 2637
10-kW I IEAT 240V, GOA
5-TON AC 240V, 50A 6,601.00
TRIBECA 200A 1986 8-kW HEAT 24OV, 50A
4-TONZ(240V,OW' S,608.00
TUSCANY 200A 2718 10-kW HEAT 240V, 60A
6,818m5-TON AC 240V, 50A
WALTON 11 200A 8-kW HEAT 240V, 50A
1811
4-TON AC 240V, 40A 5,110.00
WELLINGTON 200A 3075 QTY 2) 5-kW HEAT 240V, 35A
7,587.00
QTY 2) 3-TON AC 240V, 30A
CONTRACTOR/OWNER:
DATE:
EDIVIONSON ELECTRIC:
DATE:
Skipper Road a Tampa, F 3 s Phone:(813)910-34 rax:(8
PLORIDA LICIME N V('13"549m
MWWSW
Y Cp,,y MEN7
7.-
anaIF OemRe"Pt De - ouildl
AUT"
nRIZATIOt planviinandGfowtii.
m Perl I altNo.
CF,
USE
0
V, se No I otal Code
vlorid ------
job
Site '
kadress ,'
Me - City Discover Card
ASA
Date
11fxParatlanve
of"Pa'YM'-nt 44, A 'off1he
card) on the bvcodecl digits-
067 (Las
elit
cad)
th Name
as itappSTSantheeName (Pant ortype)
cowyany d Cfhte City
Fill
not
be,
P110CP-
sSed, CaTaolder ('-5igrO4ture aest M
aft(VOT P iyments 10r your req q beCompletetochaTgefeesludingPCode, M"
Is' illsboToav'b comw Sa"
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1 ppjjtablc to ri'c' JPTly ING I I -* -UR wry
C' - "
0
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CM ZJOA0 I -Y
FAX -vo )
Iry
ONL
SOO) County .
64A-691-
3 county
CUter S13 '214-
021 No.. 1::-4 SI3-635-
7361 (this number ,
Documented Construction Value:
Job Address: 3J ok eg tP11 Historic District: Yes n No
Parcel ID: Residential W CommercialEl Type
of Work: New & AdditiouEl AlterationEl Repair 11 Demo El Change of Use El MoveEl Description of Work:
Plan Review Contact
Person: Phone: Fax: Email:
Title: Property Owner
Information
Name Phone: Street:
Resident of
property? City, State Zip:
Contractor Information Name
Phone: Street:
c Fax:
City, State Zip:
Ctc-d State License No.: I L Y Name: Street: City,
St,
Zip,
Bonding Company: Address:
Architect/Engineer
Information
Phone: Fax: E-
mail:
Mortgage
Lender: Address:
WARNING TO
OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is
hereby
made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction.
I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters,
tanks, and air conditioners, etc. FRC 105.3
Shall he inscribed with the date of application and the code in effect as of that date: 5"1 Edition (2014) Florida Building Code Revised: June 30,
2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is — Personally Known to Me or
Produced ID — Type of ID
X, 11--__")
Sig `lure 61 _ on t'o—r/Agent D e
Print Contractor/Agent's Name
x"
N
Signature of Notary State of F ofida Das"
7, Qn 8s5 "t7-)
Contractor/Agent is Personally Knoil"O' i K'
Produced ID Type of ID ST
BELOW IS FOR OFFICE USE ONLY
Permits Required: Btiilding[] ElectricalF1 Mechanica[E] PlumbingE] Gasn RoofEl 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 EJ No E] of Heads Fire Alarm Permit: Yes No APPROVALS:
ZONING: UTILITIES: WASTE WATER: ENGINEERING;
FIRE: BUILDING: COMMENTS:
Revised:
June 30, 2015 Permit Application
Jot) kddre!
Parcel ID:
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Apptication No:
Docurnented COnStl-LICtiOn Value: S
Type of Work: Nei% 1-1 Addition " Alteration LJ Repair
LL,!/:tvj FDescriptionofWork: - er
kf*--h \1 !, r i /, irl I
Plan RevieNN Contact Person:
Historic District: Yes 1-1 No
Residential ErcouicuercialEl
Demo LJ Change of Use El NioN-e D
I 11
IC
Title:
Pholle: Fax: — Email:
Property Owner Information
Street: Resident of property?
City, State zip:
Contractor Information
0
rNa1110 Phone:
LJ`17-53;;,-, Street: Fax: v V-k—j (CC-v
citv. State Zip: P fIt S t a t e 1, i C e r, S e \, o,:
Architect/Engineer Information
N, , .1111c:
Street:
Cit\.. St. zip:
Boiidirio, Company:
Fax:
E-mail:
Mort rate Lender:
kddress:
t\_NRNING TO OWNER: YOUR F A I U'RETO RECORD A NOTICE OF CON I) I ENCEN I ENT )I -k)' RESULT IN VOUR
P.YING TW[CE I . OR IMPROVEMENTS U) YOUR PROPERTY. \ NOTICE Of-' CO) IML,\( N Nil -f- PIE
RECORDED AND POS'VED ON -HIE jol,-, SITE III.'J-O[E '1'1117 FIRST INSPECTION. It: YOU VVI END 10 OjjT-kj\
FINAACING, CONSI-J'"I, NUIJI YOUR LENDER OR AN ATTORNEY BE -FORE RECORDING 1OUR, No'FICE OF
CONIVENCEME,N]"
I lillderstand that n separatt, [Ilet-11lit TTILIsl be secured for electrical \Niwk, phl I'llo ill'—'. pools.
ftlrn.aco, boilers. heaters, tallks, and air conditioners, etc,
H,,( I Os.3 Iljll tic in,crillcd \t ith I (LOQ ot, application and Ilan code in 0—."o :.- of twat djtv: [dition I Florilj uild , in,_,
YFICT-: In addhon to On requirements of this pci-n-ut. may bz- additional applicable to this propeny War may beWindinMepublicmucordsofthisco,"ItY, and th.,ve ma be adJnKMaI P4Tulits r0quu;d fro-ni 0-horgoverain nnial eado es such as qyapc man,agemenz districts, we
agenct s. or federal agencks, I Acceptance of peril
k
veritkation that I will nowf, th-' WVncr Of thProperry of Me refer mews of F&Hda Len Lav FS 713. Tll;, City of, San"'ord
requlrts rayrneill of a plan r n iN fee an W thic of p2nK subnhaaL A c(lo oC the executed Contrast is required n osier to calculaw a plan
Wept chu,mv and mill be considered On estiniawd construction value of We job at the time of p,iiral The I a",tual tonsil action
Nukegill be Qued hoed on to cuu=1 ICC Aluation Tabl, in effect at the time the perruit is iss'-%'d, in accordance Wth Kcal ordma:we Should
calculwcd chutes figumd offle exzcu'Md cod-iITacl exceed the actual convincoon valuo, credit "Al be applied to YOU PMKE
fees Olen to permit is issued, OWNER'S AFFIDANIT: I certify that all
of the foregoing information is accurate and that all work Nvill be done in compliance with all applicable
lams regiihatino Construction aad--7, n, Dm Owner A2,-nt is Pet-sonali",
Kno%
vi", to \I,- c"T, Produced ID J)-pof ID Rqww-, Pnw
cw Contravor'Agent is " Personal, Qown
to
Nle or
Produc.d ID T pof ID BELONVIS FOR
OFFICE USE ONLY EJ iH] a D
o Permits Required: ElP ILl
G R ol Construction Type:
OCCLIPancy Use: Flood Zone: Toot Sq Ft of
BW Min. Occupancy Load: = of Stories:
NeNN Construction: Electric - # ofA1111-is PkuubWg - 5 of Fixtures We
Sprinkler Perruit: Yes of hens - —111-1-1-- Fire
Alarni llerniit: Ni'es F N,)[]
APPROVALS 7C)Nl'\
J): UTILIVES: WASTE WATER: l-NUNFFRTNG: C
0 \ I I F. NT S : FIRE:
I:')!,- I
L D I NG:
City of Sanford
Building & Fire Prevention Division
300 N. Park Ave
Sanford, FL 32771
To Whom It May Concern:
Please be advised that Edmonson Electric has been released from the following permits:
18-0741 - 3924 Night Heron Drive
18-1392 - 3917 Saltmarsh Loop
18-1265 - 3908 Saltmarsh Loop
18-1473 - 3905 Saltmarsh Loop
The new contractor is Strada Electric. Please let me know if you need anything else to resolve this
matter. I can be reached at 407-529-3163 or tpickerinq@parksguarehomes.co,m -
Thank you for assistance with this matter.
Sincerely,
21 a PickeringPermitting Coordinator, Park Square Homes
6 n _ i — o w —I ' -"k" _ ! I. `or c: . .: 407 529 3000 -, % 0 7 529 3 100 ; :A- :', 1
0
r
Job Address: 3908 Saltmarsh Loop
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: I
Documented Construction Value: $. 6398.00
Historic District: Yes [I NoEl Parcel
ID: —17-20-31-502-0000-0340 Lot 34 Residential E Commercia][] Type
of Work: New E AdditionEl AlterationEl RepairEl DemoEl Change of Use El Move 11 Description of Work: Install new
3.0-ton HVAC system with duct work Plan Review Contact Person: Paula
Bagley —Tifle: Permit Clerk Phone: 4Q7-975-2762 Fax:
4Q7-629-25QZ Email: permittin2!2onestopcoolin2.corn Property Owner Information Name Park
Square Homes 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-Q29-93Q7 - City, State Zip: (inter Park..
FI .497C)9 State License No.: CAC 032444 Architect/Engineer Information Name: Street:
City, St, Zip:
Bonding
Company:
Address: Phone: Fax:
E-mail:
Mortgage
Lender:
Address!
WARNING TO
OWNER: YOUR
FAILURE
TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO
YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made
to
obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to 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: 5'^ Edition (2014) Florida Building Code Rcvised: June 30, 2015 permit
Application
1b
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 it plan review fee at the tune 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 fore ping information is accurate and that all work will
be done in compliance with all applicable laws rq xn and zoning. til1
4`
gistructir Signature
of0wrier/Agent Date 4--Wllre of 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 1
4 e
7/5/18 Kevin
Stine Print
Contfactor/Agent's Name Signature
KELLY
WEBSTER Notary
Public - State of Florida Commission #
FF 978034 My
Comm. Expires Apr 4, 2020 Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building D Electrical n Mechanical [] PluirlbingFl GasE] Roof [] Construction
Type:_ Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes ] No P It of Heads APPROVALS:
ZONING: UTILITIES: ENGINEERING:
FIRE: X43011107100
of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: YesE] No] WASTE
WATER: BUILDING:
Revised:
June 30,2015 I'vinit Application
DESCRIPTION AS FURNISHED: Lot 34, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93
through 102 of the Public Records of Seminole County, Florida.
BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Haines, Word & Woodman, PA; Attorneys' Title
Insurance Fund; Bank of America
LOT 49
SET 112" LR. t ON
459 6
LIN
LOT 50
AT 89040'51 " E
Pvc 40.00' SET 112 I.R,
ENCE OFF #
4596
H
el-'
LOT 35
5, DO'
5.00'
Qo
Q)
SETBACKS AS FURNISHED
FRONT - 2'(*)
REAR 20
SIDE = 5' (40' LOT)
7,5' (60' LOT)
10 - (75' LOT)
SIDE STREET - 25' (60' & 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 = FINSHED SPOT GRADE ELEVATIONS
PER DRAINAGE PLANS
SET N&D
4596
43,13' 4113' 43.13'
LOT 34
3.5'x3.5'
AC PAD
1:1
13.3' 16.7'
COVD.
DO BRICK 06
13.3'
25.20'
0'2'
ON
TWO STORY
RESIDENCE
F.F.= 30,62'
9.0'
1 CQVT
BRICK
BRICK
WALK
BRICK
DRIVE 25,20'
V I 1 —0' U -T1 L E—S M
5' CONC. WALK
AT 89040'51 " E (B.B.)
40.00'
5.00'
4
o LOT 33
Q3
Cf)
5.00'
aoo'
P'
SET N&D
4596
SAITHARS-11 LOO.-P
PRIVATE ROAD (50' RIW)
PROPOSED DRAINAGE FLOW vo
LOT GRAOING TYPE A
PROPOSED F.F. PER PLANS - 30.5'
CRUSEjVffEYER —SCOTT ASSOC, INC.— LAYV-D SURVE17ORS
LEGCND - LEGEND -
P PLAT P11L. POINT ON LINE
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
F FIELDCLD TYP. TYPICAL NOTES:
ip. P_ IRON PIPE PR,C' P C4. POINT OF REVERSE CURVATURE
POINT OF COMPOUND CURVATURE 1 THE UNDERSIGNED DOES HEREBY CFRITFY THAT THIS SURVEY WEFTS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA OWC, or
C,M, CON"CRRITC MONUMENT RAD' RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 RORIDA ADMINISTRATIVE CODE PURSUANT TO SEOPON 472.027, FLORIDA STATUES
SET LIT, 1/2' I.R. •/OLD 4596 RR. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORICiNAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID.
RERECOVERED V.P. WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM ME INFORMATION rURNISHF0 TO THE SURVEYOR. THERE k4Y HE 0771ER RESTRICTIONS
P.O.B.BP.Q.C. POINT OF BEGINNING
POINT OF COMMENCEMENT CALC R.R'N CALCULATED
PER MANENT REFERENCE MONUMENT
OR CASCA400S THAT AFFECT THIS PROPERTY.
4, NO UNDERGROUND IA4PR,'WE'X'ENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN,
N&D
CENTERLINE
HAIL & DISK F.F. B.S.L. FIN (HETT FLOOR ELEVATION
BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE REUEO UPON BY ANY OTHER NTTrY.
R/W RIGHT-OF-WAY BENCHMARK 6. VIA1&NS*NS SHOWN FOR THE LOCA770M OF IMPROVEMENTS HEREON SHOULD NOT BE USED rO RECONSTRUCT BOUNDARY LINES,
ESMLGRAIN, DASEHENTCRAINAGE BKB WE REARING 7. BEARINGS, ARE RASED ASSUMED DATUM AND ON THE LINE SHOWN AS WE NEARING (B.B.)
UTII, U TILITY 8. ELEVATIONS, IF SHO0,'. ARE WED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED,
CLFC, CHAIN LINK FENCE 9. ^ERTIFICAiT' OF AUTHORIZATION No. 4596.
WDfC, C/oP.C.
WOOD FENCE
CONCRETE BLOCK
POINT OF CURVATURE SCALE DRAWN BY: evA20
P.T. DESC. POINT OF TANGENCY
DESCRIPTION CERTIFIA'3 BY. DATE No,
RL RADIUSARCLENGTH PLOT PLAN 02-23-2018 1098-18
D DELTA REVISED PLOT PLAN (GRADES) 03-27-2018 1CC .B' CORDBEARING FORMBOARD FOUNDATIONIELEVS. 06,-27-2018 4237-18
NORTH FINALIELEVS. 01-08-2019 190-19
THIS BUILDING\PROPERTY ooEs NOT UE WITHIN
THE ESTACILISHEO 100 YEAR FLOOD PLANE AS PER 'FIRM" M. nGWUIEVER,R, 3 4714
SCO ,'L
ZONE X. MAP f 12117CO090 F (09-28-07)
401
15 lightyears, Inc 15 lightyears
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,
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:/Itinyuri.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 With
15 Lighlyears, 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
tnvelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Ijurisdiction: Permit#:
job Information
Builder: ccc_r Community: Ot-) Lot:
Address: „ (_vc Unit:
J
City: r Cl State: zip:
Air Lea kaize Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method
0 PRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2.
G40ERFORMANCE or ER1 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 ACHSO.
ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI):
1(ez& Z
x 60 =
CFM(50 Building Volume ACH(50) 0 Retrieved from architectural plansPASSMechanicalVentilationisnotrequired) (4.<b'de software calculated
PASS (with Mechanical Ventilation)
0 Field measured and calculated
FAIL
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals).
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or Individuals licensed as set forth in Section
489,105(3)(f), (g} or (1) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to the code officlat Testing shall be performed at anytime after creation of all penetrations of the building thermal envelope.
During testing:
1,Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2,Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures,
3.Interior doors, if installed at the time of the test, shall be open.
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
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 Lightyears , 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 a ing to the ce method selected above. Signature
of Tester: Date of Test: Printed
Name of Tester: Agrgn Qverbolt License/
Certification #: 2QN813Z Issuing Authority: BESNET Copy
of License / Certificate of the tester must be attached)
ME=
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Ijurisdiction: Permit #.
Job Information
Builder: Community: Lot:
Address: (+ Unit:
City: State: Zip: 32--7 -73
Duct Leakage Test Results
System 1
cfm25
System 2
cfm25
System 3 cfm25
Sum of any
additional systems cfm25
Total of all
systems cfm25
0 Prescriptive Method cfm25 (Total)
To qualify as "Substantially leak free" Qn Total must be less than or
equal to 0.04 if air handier unit is installed. If air handler unit is riot
installed, Qn Total must be less than or equal to 0.01 This testing
method meets the requirements in accordance with Section R403,33.
15 the air handler unit installed during testing? F] YES E]NO
Performance ERI Method cfm25 (out or Total)
To qualify using this method, Qn must not be greater than the
1-141 + rno Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017.
Total of all Total Conditioned
Leakage Type selected on Form Qn specified on Form R405-20 7 7
systems Square Footage
R405-2017 (Energy Colc) or R406-2017 (Energy Cale) or R406-2017
2VASS 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)(f), (g) or (i), Florida Statutes.
Testing Company
Company Name: 15 Ligh!years , Inc Phone: (855) 438-1515 1
hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation
requirements 9g4Qrdjng to the ce method selected above. Signature
of Tester: Date of Test: Printed
Name of Tester: Aaron Overholt License/
Certification #: 2DNAB7 Issuing Authority: R FRN E I Copy
of License / Certificate of the tester must be attached)
Certificate o Achievement
THIS ACKNOWLEDGES THAT
Certification Date: 08/07/2018
Certification Expires: 08/07/2021
i ilk] a I a w4 U MA ":
Tim Smith,
RESNET Quality Assurance Designee
1~ 15 e a
RESNET QA Provider # (1998-199)