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3899 Saltmarsh Lpems FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Qgpagr,)'Len,,t9J,uj;iness and Professional Regulation - Residential Performance Method 01_,- n Project Name: Lot 170 - 1826 SR Builder Name: Starlight Homes Street: 3899 Saltmarsh Loop Permit Office: Seminole County State, Zip: Sanford, FL , 32773 Permit Number: 'Q _ g3Owner.Jurisdiction:(y USANFORDCity, Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(2406.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1111.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 915.77 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 379.02 ft' 4. Number of Bedrooms 3 d. N/A R= ft° 5. Is this a worst case? No 10. Ceiling Types (1139.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1139.00 ft' 6. Conditioned floor area above grade (it) 1826 b. N/A R= ft' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(154.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 365.2 a. U-Factor: Dbl, U=0.34 113.00 ft' SHGC: ' SHGC=0.26 b. U-Factor. Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: WA ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1,000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1139.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 739.00 fts b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 400.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 53.97 PASSTotalBaselineLoads: 57.42 I hereby certify that the plans and specifications covered by Review of the plans and jTi1E ST,1TFthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis O ti. _ : O Code. calculation indicates compliance a PREPARED BY: with the Florida Energy Code. Before is uy„;•h' ti:.'::••,,, construction completed DATE: -/Cl this building will be inspected for compliance with Section 553.908 e I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy COp WE OWNER/AGENT: 3DATE: BUILDING OFFICIAL: DATE:+97 3.23 -,R Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn 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 Qn for whole house. 1/19/2018 3:29 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 COUNTY OF SEMINOLE / 8 -457 IMPACT FEE STATEMENT CC 4 STATEMENT NUMBER: 18100001 DATE: February 28, 2018 " f J BUILDING APPLICATION #: 18-10000170 ( 3BUILDINGPERMITNUMBER: 18-10000170 Iry UNIT ADDRESS: SALTMARSH LOOP 3899 LOT 170 17-20-31-502-0000-1700 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF. PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES OF FLORIDA ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3899 SVE SFR LOOP / LOT 170 / WYNDHAM PRESER-------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A ily Housing 00 1.000 dwl unit 00FIREnRESCUE 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHQOLS C07WIDE ORD Family HONSAng 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDERAND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE %P LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE i FEB 2 1 as jam_ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION t Fall Loll Application No. I Documented Construction Value: S Job Address: 3$tj9 Historic District: Yes No Parcel ID: 17-20-31-502-0000- 1-too Wyndham Preserve Lot 1-10 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mengel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mange)@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: Street: 1405 Old Alabama Road, Suite.200 City, State Zip: Roswell, GA 30076 407-708-0161 Resident of property? : Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip.. Lake Mary, FL 32746 407-647-3700 Fax: 407-647-0700 State License No.: No CGC 1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: NA 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, welts, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Sball be inscribed with the date of application and the code in effect as of that date: 56 Edition (2014) Florida Building Code Revised: June 30, 2015 I ? LO 3 0-2114 - _— 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 A-la-11% Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature of No lt6'ARY P BLlmate STATE OF FLORIDA R,. Comm# GG113111 Expires 6/21/2021 Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[if Electrical( Mechanical 2 Plumbing® Gas[] Roof Construction Type: J 1!> Occupancy Use: SL3 Flood Zone: K-61E Total Sq Ft of Bldg: S144 S Min. Occupancy Load: 12 # of Stories: 2 RTThcftl) New Construction: Electric - # of Amps t Tb Plumbing - # of Fixtures 1-7 Fire Sprinkler Permit: Yes No [Z # of Heads APPROVALS: ZONIN - lS UTILITIES: COMMENTS: ENGINEERING: FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. u I - Vto ifv'P- 1O 21P \4NCXY r - S - GcR Fire Alarm Permit: Yes Nog WASTE WATER: BUILDING:_ !W,' 3. 2.3-19 Revised: June 30, 2015 _ _ Permit Application ti I u-I i ,-_1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I g -R3% Documented Construction Value: S I A I 1 - 1 -1 + Job Address: ZSM 1-4- rY1a. rgs I-) "a A , an d .Historic District: Yes No N Parcel ID: 17-20-31-502-0000- 1 Z 6 o Wyndham Preserve Lot I-J p Residential ® Commercial Type of Work: New ® Additiion Alteration 11 Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 :Fax: 407-647-0700 Email: Shayne.mangel@stariighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: -407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR ]bEpROVEMENTS 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 COINSIENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation bas commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of tbat'date: "Edition (2014) Florida Building Code Revised: June 30, 2015 Pe nit 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 cwunty,.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 6 a-Na, A Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name V h 1-4 jX&aQa1 Signature of No 14W(*ARY P BLIVate y _ gTATE OF FLORIDA t; ommti GG113111 Expires 6121/2021 Contractor/ Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: o6Z • 2 WASTEWATER: FIRE: BUILDING: Revised:.June30, 2015_. _.._—.._..... ___Permit Application P I 187741 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3899 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1700 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: M 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) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: Elf loodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BPS 18-937 Reviewed by: Michael Cash, CFM Date: March 1, 2018 R Application for Paved Driveway, Sidewalk orPaHIr WalkwayIncluding Right -of -Way Use & 9 9 Y Landscaping in Right -of -WayFL°R;D 1M1N1NSanto`dn.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 / 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 M jurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the e,,,..n.rvbelow. size and location of the existing right-of-way and use shall be provided or application could be delayed. Callberorerwft 1. Project Location/Address: 3 g 99 •-—rY wys h o o l)' c Igrv}e rA 2. Proposed Activity: Q Driveway M Walkway Other. 3. Schedule of Work: Start Date Completion Date M Emergency Repairs 4. Brief Description of Work Construction Of New SFR This application is submitted by: Proptvgr n Signature: Print Name: L Address: 1064 G enwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: ShBY `-msn9w@sb0''9hftmes- m Date: a- Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationlmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its cDuncilpersons, 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 ha a nderstand the above statement and by signing this application I agree to its terms. Signature: Date: I;%- Ia- \ t 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: November2015 Official Use Only Fee: Date: Date: Date: Date: Date: ROW Use Drtw LMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC 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): GY The specific permit and application for 3%99 ttw,,vfSa, moo, located at: Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: xjr --VC5 STATE OF FLORIDA COUNTY OF Seminole The fo egoing instrument was acknowledged before me this 1,5day of r 200j , by _ Rohert Wflie t who is "ersonally known to me or o who has produced as identification and who did (did not) take an oath. MAMangelYPUBLIC V4W,150'e STATE OF FLORIDA Comm# GG113111 Expires 6(21 /2021 Rev. 08.12) N. 5,'a ---m Q q Signature 32 auc& Q2aC Z 1 Print or tWe name Notary Public - State of Commission No. My Commission Expires: REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: `, -1 a -1 % Project Name: Wyndham Preserve - Lot 1-TO Project Address: *marbL San ord FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be l 00% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Cbeck witb the local jurisdiction for fees associated with tugs. Print a of Owner/tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print N e of Gen. Contractor Signature of Gen. Contractor CGC1522347' Gen. Contractor License # dt Easterbrcc k Print Name of El. Contractor Signature of El. Contractor Ec ooaw f D El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on _/ / Rev. 02110/15) REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60. Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence ec es a •esa..a-.:;.r+a•?:::'+ ..:;r7 9i.. .+;•g . ..:i •. tip: .. Kv::n•.. •t •. • a• .:;;'+•:SSA t c..c:-t: •Ir:?'.`t> .:;x'.;:F`:+::•_`•" -ZEL•EC RICfA L••.PERN[IT•t•c::;;si^`:a.; <'y,7raf= .:-'::,..;'.''a ..5.5:4, .. ,:. .,,,;'P`c-F".` r,'.-- r: c:.•i.. ':c+7.`2•I-S:J 1'::% .ti•... c'J•W 2C:ti;4rl.ifJ':-xr r1•.,n.. Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough i 1000 Electric Final I i i FEW,l• 1 c t l .. ` . Min Max Inspection Description 10 Plumbing Underground ' 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHAi''yyWervy+trn7 1 f 1ITICAI•PERMIT., s,mcpGeevh,.+Tr0.T : i_._.. Zeal: •i.... "Sr..'• Y '.;'• '• t.•.."!. :.. r': n. `'1aEW } Y: :.: v£~'y'.•t^• [,i'T-0j. .er..y,+i.`r. C•!f^1 a7V:3•~./ r'1:`^$'•.Syi}':::sL:•.r.Et tii:.^tii'y4'Y t6+ `'.:%::Gnr".'•,?.d''ii' L3ir._•.. %ya ak._ aas• Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i i i REVISED: June 2014 111111111111111111111111111111111111 I111 THIS INSTRUMENT PREPARED BY• ArYly LJCtCe Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 Lake Marv_ FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole GRANT MALOYr SEMINOLE COUNTY CLFILK OF CIRCUIT COURT & COMPTROLLER EK 9074. P9 1259 (1P9s) CLERK'S T 2018016935 RECORDED 02/13/2019V 10:59:03 AM RECORDING FEES $1.0.00 RECORDED BY 1ldevore Permit Number. Parcel ID Number. 17-20-31-502-0000- X 100 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wyndham Preserve. PB 81 Pgs 93-102. Lot %-1 O Address:3$99 Sa li-rr crs, c0. 5ar tFvrc 1 C=- 3a-7-13 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple TIUe Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 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)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pe e o ury, I declare that 1 have read the foregoing and that the facts stated in It are true to the be t o know edge and bet f. s signature Owners Printed Name Florida Statute 713.13(1)(g): ' The owner must sign the noWo of commencement and no one else mey be permitted to sign In his or he steed ' State of -FL County of .L ay ' O The foregoing nstrument was acknowledged before me this of UV1 1 1 0 CV bYaej t, JL Who Is personally known to me LT r Name of person making statement OR who has produced Identification type of Identification produced: o Sheyne Mengel NOTARY PUBLIC ki 55s ' STATE OF FLORIDASLa, ` o Commit GG113111 Notary signature V %j M Expires 6121 /2021 W I J J Z W Y n n uaus ono rti Tfi Sk 4FORD FIRE 0EPARTMV41T Building & Fire Prevention Division PERMIT APPLICATION Application No: \$ . T51 c.P Documented Construction Value: $ 1-1-7te? Job Address: awiq sw-:tno s- in Historic District: Yes NO Parcel ID: `0 0" j' — CQ ResidentialgCommercial Type of Work: Ne .' Al1 ddition Alteration Repair Demo Change of Use Move Description of Work: )w tl3e 0Tin<,-i-n-4(-h Ly) ":;,CAI t t' ?'iC t i.tC{ (.L i I_'111_ — Plan Review Contact Person: Phone: C l -?%'. Fax: tsli ILI.O sEE/z/ e•a fit,47 c Title:iP_c A _ M rlr) n'lcx) Property Owner Information Name Street: ( 2 6 S 1' 16 City, State Zip: v.i. M0(114 Phone: Resident of property? : NO. Contractor Information (LIM) NamePhone: Street: > Any- Fax: 4n) O ' % City, State Zip: OK \Q-c C 30 zro State License No.: i %4C I gI(v3 T 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the pennit 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 Date Print Owoer/Agent's Name Signature ol'Notary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID U 'SLI L& Signature of Contractor/Agent Date ob-): -Q-f6UIa Print Contractor/Agent's Name sign Risi s Da c Vv tEersonally Florida r c n5806 gads 2 Contractor/AgKnown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[:] No # of Heads APPROVALS: ZONING: - UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application WORK ORDER Inh #- 34702 nnta. 1 /26/2018 145994 Subdivision I Phase Bld I L/U I Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 1 170 3899 Saltmarsh LoopADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford IFL 132773 1826 VoyagerModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaceJobContact: S Woolwine A/H-1 or Furnace FB4CNP030L00 Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NBO3000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 2nd FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient A/H-3 or Furnace A/H-4 or FurnaceMUSTBEACCURATEANDCOMPLETE: Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficient EAI Pulls Permit: Yes Zoning Brand: Hone wel!/Johnstone Vent. Damper Ywsomoi7 Qty 1 Builder calls inspection: Yes Zone Kit #1 ZD1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 385.40 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6IZD7BPassDamper #2 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 13 X Flue Pipe: X Grs.Stamped Returns 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 2 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 3 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 1.76 22.18 Rou hin 2,349.00 26.18 392.7004-Installation Labor 06-Piping Labor 6.63 112.63 Trim 2,349.00 14-Kitchen Vent Trim 1,239.9202-Material/Tax 01-Equipment/Tax 1,339.77 Permit 70.00 80.0009-Permit/Other 1 1.39 17.46011-Delivery Labor 20-Pull Material Labor 2.77 34.93 Total Contract: 4,768.00' 2.50 42.5012-Startup Labor Project Summary Job: Starlight - WyndhamTwrightsoft" y Date: 611612017 Entire House By: Energy Air, Inc Plan: 1826 S Voyager 6401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886.3729 Email: GRenner@energyair.com Web: www.energyair.com o e e For: Lot 170 - 1826 SR, Starlight Homes 3899 Saltmarsh Loop, Sanford, FL 32773 Notes: A Design:', In" formafion'. Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16187 Btuh Structure 14578 Btuh Ducts 2141 Btuh Ducts 3174 Btuh Central vent (30 cfm) 847 Btuh Central vent (30 cfm) 578 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19175 Btuh Use manufacturer's data Rate/swing multiplier Equipment 1.00 Infiltration sensible load 18329 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality AverageFireplaces0Structure 3073 Btuh Ducts 579 Btuh Central vent (30 cfm) 887 Btuh Heatingg Area Coolingg Outside air ft= 1877 1877 Equipment latent load 4540 Btuh Volume (ft3) 16161 16161 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 22869 Btuh Equiv. AVF (cfm) 135 70 Req. total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 470F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 Cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0. 50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 35 OF Backup: Input = 5 kW, Output = 16034 Btuh, 100 AFUE Boldlin'lle values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft" Right-Sude® Universal 2017 17.0.28 RSU02534 2018 Jar 19 15: Page age I ACCA ...Specdic%Wyndham PreservelLol 170 - 1026 SR.rup Cale = M18 Front Door faces: S Certificate of Product Ratings AHRI Certified Reference Number: 9162305 Date: 04-26-2018 Model Status : Active AHRI Type: HRCU-A-CB Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB030'0"A• Indoor Unit Model Number (Evaporator and/or Air Handier): FB4CNP030L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 2101240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heal Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 28600 SEER: 14.00 EER (A2) - Single or High Stage (9517) : 11.50 Heating Capacity (1-112) - Single or High Stage (47F) : 28600 HSPF (Region IV) : 8.20 t'Active Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced.'Production Stopped' Model Status are those that an AHRI Certification Program Participant is no longer producing BUT Is still selling or offering for sale. Retinas that are accompanied by WAS Indicate an involuntanLre-rate. The new published rating is shown alone with the Previous (i.e. WAS) retina. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.uhrldirectory.org. TERMS AND CONDITIONS , This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; . entered Into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's Individual, 04 personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION A REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectury.org, click on 'Verify Certificate' link we make life better - and enter the AHRI Certified Reference Number and the date on which the certificate was Issued. which Is listed above, and the Certificate No., which Is listed at bottom right. 2018Air-Conditioning, Heating, and Refrigeration Institute [CERTIFICATE NO.: 131692489907715373 CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: - 3% Documented Construction Value: $ Job Address:3VQ(( "I ` i'Sa H-roa IJLL Historic District: Yes No Parcel ID: ResidentsIoUse Commercial Typeof Work: New Additi n Alteration Repair Demo Chang Move Descriptioi qLQ 150 arnn Plan Review Contact Person: Title: Phone: Fax: Email: Name _»n Street: City, State Zip: Name Street: City, State Zip: Property Owner Information f ^^ Phone: i 1 C - ` xJ Resident of property? :kin rmation Phone: _ 1- I-0-7 ! NLI-LD'- Fax: D C 1 ` R State License No.: _ 1p Architect/Engineer Information Name: Phone: Street: 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 TWICEFORIMPROVEMENTSTOYOURPROPERTY. 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. Applicationis hereby made to obtain a permit to do the work and installations as indicated. 1 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 thisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5i° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 4 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as 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 Owncr/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date rgnaturc of Contractor/Agent Date Coff' f P nt ontrauor/Agent's Nomc d Signature of Notary -State of Florida Date ao RY°!'¢ PAMELASTERNUS Cotrtmisslon N GG 110622 w Fo Expires August 7.2021 Smoot iaru"e Notwrswcn Owner/Agent is Personally Known to Me or Contractor/Agent is. Personally Known to Me orProducedIDTypeofIDProducedIDpeofID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application I= c) CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: I , - R 3-4 Documented Construction Value: S Job Address: 38ot S Loop Historic District: Yes No Parcel ID: Residential Q Commercial [ Type of Work: New[] Addition Alteration Repair Demo Change of Use Move C Description of Work: Pf l>_t,& bt v1 .QVIC s t:.S cxf ac t ¢ Mode( Plan Review Contact Person: qf &.ws n)y,4 Ioci Phone: Fax: Email: Name Property Owner Information Phone: Street: Resident of property? : City, State Zip: Contractor Information Name Street: CI-40 1 i3 C.Q-k'-+ C"n City, State Zip: Q-r-(cinc[a Phone: Fax: Lio -:4 - 2-46) - L4 Lf State License No.: ArchitecVEngineer Information Name: Phone: Street: City, St, Zip: Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: 2- WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT, FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construc in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pc furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 50 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 mayIbe found in the public records of this county, and there may be additional permits required from other governmental entities such as wter 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 requi d in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submit 1. 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 be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Date 12cd S K-I y Print Con ni's Name J1J t Signature of Notary -State of Florida _ _ _ Date R Ty i3OA11:ISSION FF 1208 oI:XPi N: Angus 25, 2018 mmThmKomy IbrdeWlw Owner/Agent is Personally Known to Me or ConVactor/Agent is LZPersonally Known to Me or Produced 1D Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: of Stories: Plumbing - N of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: Junc 30, 2015 Permit Application 9507 State Road 52 123 Miller Road 9701 Bachman Road Established 1973 Hudson, FL 34669 Valrico, FL 33594 ,•-. Orlando, FL 32824 www.RJKielly.com 7274863-5486 813-661-0707 407-855-2636 + Slate License 9 CF-0O20 342 R.J. KiELTY Page: 1 O 7 1 Proposal No: 717-13528 PLUMBING • HEATING ' COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Voyager - 1826 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of: $6,850.00 Payment to be made as follows: 40% Rough In 30% Top Out 30%Finish. NET 10 Days All materials guaranteed to be as specified. All w mpleted in a workman like manner according to standard practices. Any alteration or deviallo from specifications below InvoMng extra costs will be exe led only upon written orders, and will become an extra charge over and above the estimate. All agreements conlingenI upon strike 'dents or del r control. Owner to tire. tornado, and other necessary insurance. Our workers arelull covered by workers cog Insurancr`- r_ IA` 05 AUTHORIZED SIGN A THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 D Y . We hereby submit specific a stimales tor. Master Bath Up 1 Shower Sterling Accord 60x34 Base 72270100 White With Walls And Moen Chateau 7L182 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 While Elongated 1 Law By Builder With Moen Chateau $4925 Chrome Faucet Znd Bath up 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL1113 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Law By Builder With Moen Chateau 64925 Chrome Faucet Powder Bath 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Low Gerber Maxwell 22-514 Pedestal White With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE. Backfilling Included For Sewer 8 Water Only (Slab Baekfilling By Others) Backllow Proventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001.713.37. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made s outlined above. I agree to pay reasonable attorney's fees court costs in the event of legal action. A monthly service charge of 1 1/2% will be added after 0 days. Any sewer laps deeper than 4 1/2 feel or requires backhoe or dewalering will be an extra charge. ISIGNEDN, III AI - k —Illy, DATE OF ACCEPTANCE B PAGE 2: Branch: Hudson Last Edit By: last Edit Dale: 7/27/2017 r CITY OF SkNFORD FIRE OEPARThiENT Building & Fire Prevention Division PERMIT APPLICATION Application No: l - 917 Documented Construction Value: $ 45,000 Job Address: 3899 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-1700 Residentialz Commercial Type of Work: New Addition Alteration[] Repair[] Demo[--] Change of Use[] Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Phone:407-630-0119 Fag: Title:Director Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC Street: 1064 Greenwood Blvd., Ste. 124 City, State zip; Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : Contractor Information Street: 146 West Plant Street, Ste. 240 City, State zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: Address: n/a n/a Phone: 407-630-0119 Fax: n/a State License No.: EC13008106 Architect/Engineer Information i Phone: Fag: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Sball be inscribed with the date of application and ibe code in effect as of that date: 6tb Edition (2017) Florida Building Code . Revised: January 1, 2018 Permit Application r 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: 1 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. Signatwe ofOwnedAgent Date Print OwoedAgent's Name i Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 1 JJAI I/ -%/ s( Signature of CoatractodAgeot I Date B o r%A nn Gibbs Print ContractodAgent's Name 4 k - - - Signature of otaryrate of Florida ASNIrr F RWS Notary NAlic • S1ne ar Flo1m Cammi n a GG IWAS o P MrComm.Mir" hm 1. WE! knftdWageNlaonl ram. Contractor/ Agent is V` ersona Knoto Me or Produced ID Typc o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1.2018 Permit Application rA CITY OF S.kNF0RD Building &Fire Prevention Division PERMIT APPLICATION FIRE DEPARTIiMENT ppA lication No: Documented Construction Value: S 45,000 Job Address: 3923 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-1740 Residential' Commercial Type of Work: New Addition Alteration Repair Demo Change ,of Use[] Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste. 124 Resident of property? : n/a City, State Zip: Lake Mary, FL 32746 1 Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: n/a City, State Zip; Winter Garden, FL 34787 State License No.: EC13008106 Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: n/a i Mortgage Lender: n/a Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Sball be inscribed with the date of application and the code in effect as of that date: 61b Edition (2017) Florida Building Code I Revised: January 1, 2018 permit Application NOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured 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 Date Signstttre of Contractor/Agrnt Date D(1'1tAu>n Gt S Print Owner/Agent's Name Print Contractor/Agent's Name v o^^''t ' O signature of Notery-state of Florida Date i Signature of N to of Florida hate n ASKEr FARRIS ofNolormscominPubisGGComminionrf4t04665665 a ti My Comm. Expires Jun 1. 202t i Eaiot011rw t Wtlorol Newry Ann. Owner/Agent is Personally Known to Me or Contractor/Agent is hall wn to Me or Produced ID Type of ID Produced M Type of ID BELOW IS FOR OFFICE USE ONLY l Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler Permit: Ycs No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application, ENVIRONMENTS FOR Li SITE ID: 34 M LOT.170 BLOCK MOUSE 3503 STREET: SALTNARSH LP CRY: SANFORD STATE FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNTR 909STAFL BUILDER: STARLIGHT HONES SUBDNIBION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 1W1VL017 PROGRAM: MERS1100% TESTER: EFL IECC: 2003 CUMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 3BY9 SALTMARSM LP, SANFORD, FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER: Daw Rovaft DATE: 0W1B/1015 I Tesur I Dove novelle I Do* 109111111120115 1 Roaub I PASS I TEST NAME VE EEGFlVFlNERWAE5. 1 Ark Amass Panel askebd and Invulat@Q X 52 Attic dm~ Sub askebd and InsubleQ X 5. 4 Recono0 UghUng Fbdmes QCAT labeled and sealed to d X 5. 5 WAole•Irouas Fen insulated gasketod to IM openopenkV X7.3 Fresh sir vemb lion brsuUed per programs X Blower Door BDBD Tat BD AC W Room Prowum Tost 1 slil4cM• e.'!•if4'r•y::bti•n ^• fBU1LDINO ORIENTATIONi,'• • • ` r•.vr,+rv,•.r..••+••dl-IG v.. PROOtLWw+- ' y iVOWNEU. iJ•VOWNE a •gip CU: SMELL S: SMELL S 130 WA 13,677 00 0 CFN BG C FN bb IP 'RI ACO H'BO00150 ACM B0 7Mi#7% r%e/8M1AP LAv! 0 1 B24 7 1.276 4.44 AMMANWIMUMPOWMA Y yaW sRZet.%(AraA.t'.LWr.'•rWC'Walil i a w: F.,.Y:•1 •i it ' •J• Mal Bdrm 0 Bdrm 2 1 0 Bdrm s 0 wM 6 0 Rm 1 0 Rm 7 0 00rer 0 Bdrm • 0 Rrr12 0 GO Detomurs Erwrw Sur GuatlBW 7 EBIoMm P 7 X BO or Of HordwlrW Lighlo, NuM Be CFL Or LED X Low Flow FmM, TaONs olh X Tlrerm"tra X CoNBW Green Program Lavol Reprdna Visual InopecOn Mdunlm d Ai Uw• Ta -V All Wifto IrMi W ft vYlm o A-,p nirN m—I M0 1•''• s'' Mo0o1R'#M: f 1 1AodNtA: • Y0 wo4 • SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER NEATER SYSTEM 4 WATER NEATER SYSTEM 1 FURNACE SYSTEM 1 KVAC OUTDOOR UNIT OUTSIDE CARRIER CH14NB030 SYSTEM 1 HVAC INDOOR COIL SYSTEM HVACAHU (MEAT PUMP INTERIOR CARRIER F04CNP030 SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 MVAC AHU (MEAT PUMP) SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AMU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 MVAC OUTDOOR UNIT SYSTEM MVAC INDOOR COIL SYSTEM 4 HVAC AMU (MEAT PUMP null [mum RGrxrFlrJYIDN11 A-av w. r BUILDING.CIYIRACTERISi1C8 r.-. r ri • DE810N_VALUESii67.• 4r ie•.:'17A9 BUILT:-VALUE97+ri r r? .YCONMMEIif 0d OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R• VALUE REM NA NA DUCT RETURN R- VALUE REM NA NA TEST: BLOWER DOOR RESULT: PAN TESTER: Om Rm* DATE: OWIVA1111 RUILMMIll "MIRrAmm 9 BUILDING CHARACTERISTICS ASDESIGN -VALUES AS BUILT -VALUES COMMMENT PROGRAMMABLE THERMOSTATS PRI YES WATER HEATER TYPE PRI CONVENTIONAL WATER HEATER FUEL TYPE PRI ELECTRIC WATER HEATER SIZE. EFFICIENCY & LOCATION PRI INFILTRATION MOUSE LKG ACM REM NA H : 4.68 Clip: 4.88 ACM 50 Pascals FRESH AIR VENTILATION TYPE PRI VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL •(REM) NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION 0 OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME - MRSRNAY SPECIFIED REM NA NA VENTILATION TIME SET BY MVAC CONTRACTOR - MINUTES PER HOUR PRI FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC' 9 PRIF INTERIOR % OF CFVS PRI INTERIOR % OF LED'S RI INTERIOR % OF PIN -BASED PRI EXTERIOR FIXTURES % CFLS PRI EXTERIOR FIXTURES % LEGS PRI GARAGE FIXTURES % OF CFU3 PRI GARAGE FIXTURES % LED'9 PRI DISHWASHER PRI REFRIGERATOR PRI FOUNDATION TYPE PRI SLAB TYPE PRI SLAB AREA RI SLAB DEPTH PRI SLAB FULL PERIMETER PRI SLAB GRADE PRI FLOW RING PRI HEATING REM NA NA COOLING REM NA NA AIR - SOURCE MP REM NA NA WATER HEATING REM NA RA TEST: DUCT BLASTER RESULT: PASS TESTER: Om Rw ft DATE: 0W10R010 TOTAL CONDITIONED FLOOR AREA 0 1 I'm CFA BO FT) DUCT LEAKAGE TO OUTSIDE % TARGET 0.00% B.00X TOTAL DUCT LEAKAGE % TARGET 0.00% 72.00% SYSTEM 1 SQ FT. SERVED (CFA) 0 1.925 POST CONSTRUCTION SYSTEM I DUCT LEAKAGE TO OUTSIDE 0 118 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 99 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Infniy% S 42% CFMN) TARGET (CFM28) ACTUAL (% OF CFA)ACTUAL SYSTEM I TOTAL DUCT LEAKAGE 0 219 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEMITOTAL DUCT LEAKAGE (%OF NON% 0.00% CFM25) TARGET ( CFM25) ACTUAL CFA) ACTUAL SYSTEM 2 SQ FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 ( CFMRB) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE 0 0 SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2TOTAL DUCT LEAKAGE (%OF CFM2S) TARGET (CFM28) ACTUAL CFA)ACTUAL SYSTEM 3 30 FT. SERVED (CFA) 0 0 TEST: DUCT BLASTER RESULT. PABB TESTER: Deft ft Wb DATE: OW19R010 SYSTEM S DUCT LEAKAGE TO OUTSIDE CFMN) TARGET SYSTEM S TOTAL DUCT LEAKAGE CFMZS) TARGET SYSTEM / SO FT. SERVED (CFI) SYSTEM • DUCT LEAKAGE TO OUTSIDE CFM2S) TARGET SYSTEM 4 TOTAL DUCT LEAKAGE CFMZS) TARGET BUILDING SPECIFICATIONS SYSTEM S DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL SYSTEM S TOTAL DUCT LEAKAGE CF1025) ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFMQS) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE CFMQS)ACTUAL SYSTEM S DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM S TOTAL DUCT LEAKAGE (% OF CFA)ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM • TOTAL DUCT LEAKAGE (% OF CFI) ACTUAL BU4DINGCHARACTERISTICS DUCT LEAKAGE TO OUTSIDE REM A9 DESION • VALUE9 A9 BUILT • VALUES COMMMS NA 0.051 CFM25.1 CF TOTAL DUCT LEAKAGE REM NA 0.12 CFM2S 4CFA FLOW RING PRI Camwlb Cam lll Deb EXCESSNE DUCT LEAKAGE. POSSIBLY DUE TO WEATHER STRIP NOT BEING INSTALLED ON AMU CLOSET. 09114112018 This certificate is presented to Dave ReveYe for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelines. i B O UI Horne Services RTIN # 4311088 eL-- Stephen P. Carr, Registration # QA Designee This form was generated from EFL Prgea Manager, property of Top& dd Home Services 04/05/2019 Certification Expires FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3899 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3899 Saltmarsh Lp (Lot 170) Jurisdiction: Cond. Floor Area: 1826 Cond. Volume. 15677 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50). 1276 Sinale or Multi Point Test Data HOUSE PRESSURE FLOW. 1 50 Pa 1276 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm ELA: EgLA: ACH: StA. ACH(50) 70 166 4.88 04 4.88 For prescriptive projects, tested leakage must be —7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The budding or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553 993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489 105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the parry conducting the test and provided to the code official Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdrafl and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, it installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally siggned by Dave Revelle Date: 2018.09.18 15:25:04 EDT e Revelle, O=TopBuild Home SHomeServices, OU, EMAILADDRESS=dave revelle @topbuild.com, C=US Signature: Printed Name: Dave Revelle Date: 09/18/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for snowing TopBuild the opponumty to provide the above services for you. Rene lee) free to contact me with any questions. 1012512017 358229EFL RESNET Home Energy Rating Standard Disclosure For home located at: Lot 170 3899 Saltmarsh Lp, Sanford, FL 32771 City: Sanford 1. X The Rater or Raters employer is receiving a fee for providing the rating on this home. State: FL 2. X In addition to the rating, the Rater or Raters employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself r D. Training for sales or construction personnel E. Other (specify below) 3. n The Rater or Raters employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Raters employer is a supplier or installer of products, which may include: Installed In this home by: OR Is In the business of HVAC Systems Rater Employer Rater Employer Thermal Insulation Systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater Employer Rater Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc.) Rater Employer Rater Employer Other (specify below): Rater Employer Rater Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET Mortgage_lndustry_National HERS Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle RESNET #: 4311088 Raters Printed Name Certification # L(ji September 18, 2018 Raters Signature Date RESNET Form 0300-2 EFL PM This information does not constitute any warranty of energy cost or savings. 01985-2014 Architectural Energy Corporation, Boulder, Colorado. 388229EFL Z`TopBuild" TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc. has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Subdivision: Wyndham Preserve Property Owner. Total Conditioned Floor Area: 1,826 ft 2 Permit Date/No.: Conditioned Volume: 15,677 ft 3 IECC Version: 2009 Property Address: 3899 Saltmarsh Lp, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1— Testing Air Leakage) Bkr'wer Door Test 09/1=018 Measured Air Leakage: 1276 CFM @50Pa Result: PASS Air Infiltration: 4.88 Confirmed ACH ACH 50 Targets 7 2009 IECC (Sec. 403.2.2 — Testing Duct leakage) Duct Blaster Test System 1 Duct Leakage: N/A Confirmed Leakage: 0.00% Phase Post Construction System 2 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A System 3 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A Rater Of Record: 09/18/2018 Digitelly sigpned by Dave Revelle Date: 20I .09.18 15:24:57 EDT n .L CN=Dave Revelle. O-TOPBuild LI:`I.\Wls wJ/y/ J Home Services, OV. EMAILADDRESSadave revelle @topbuild.com, C=US 09/18/2018 -- -- Result: N/A DL % Target 512.00% CFA: 1,826 ft 2 Result: N/A DL % Target s N/A N/A Result: N/A DL % Target 5 N/A N/A RESNET #: 4311088 BPI Certification #: N/A Thank you for allowing TopBuild Home Services. Inc. the opportunity to provide the above services for you. Please feel free to contact me with any questions. MORT OC Sincerely,~o Dave Revelle Cell- (386) 081-7452 dave.ravellealopbuild.com 7Q 'ii 475 N Williamson Blvd. Daytona Beach, FL 32114 (888) 912-7233 Mo. 98-089 k 9 s P Thb Ibrm was palxefvd ftm EFL Pro d Ni rkpar, pmpwfy or TopSWW Home Serykin Inc gCOOTwt+OT% 229EI A N 4 6111 -nA- /,J/ rItA B?* 1 g- 9 37 FINAL BOUNDARY SURVEY n 0 0J0 O zm N t c v o a o 0) m so W w a a)0CD Z m=i Survey Note NO SOD AT TIME OF SURVEY Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front 25' Rear = 20' Side 5' WYNDHAM PRESERVE LOT 170 PB 81, PG 93) LOT 166 1 LOT 165 RR 40.00' NORM BOUNZWRY LINE or LOT 170 LOT 170 AREA = Ot 4,400 S.F. + - O p8A/C PAD c O oiQo 6.0 28.0 /CI LOT 169 2 STORY CI: RESIDENCE wO n r 3899 SALTMARSH `. OLOOP ZFFE= 30.92 6.0, 7R_n LOT 164 oO F/R O 6.0' OLOT 171 PORCH W CONC w o WALK CONCRETE G DRIVEWAY - F7R t S89'40'5 i V FMGO BOX 10' UTILITY EASEMENT (P) SIDEWALK / \ CONC CURB SALTMARSH LOOP PCP 50' RIGHT-OF-WAY PRIVATE ROAD) PCP e 555.98' S89'40'S1'W —`— CENTER LINE Ui -Licensed 'usiness (LEGEND:ADVSSD-Access/Drainoge/Utilities/Sidewolk BFP-Bockflow Preventer Sight Distance Easement S -Survey PRM -Permonent Ref. Monument R -Reported PCP-Permonent Control Point D -Description FP&L-Florido Power & Light P -Plot FFE -Finish Floor Elevation D. . -Deed Book Water Meter O.R.-Official Records Book 04-Water Valve P.B. -Plot Book Zf-Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RICD4-Reclaimed Water Valve Conc. -Concrete Cable Box SP -Brick Paver m -Telephone Box SW -Sidewalk EI -Electric Box FFE-Finished Floor Elevation O-Utility Pole CI -Curb Inlet Guy Pole GTI-Grate Top Inlet 9-Light Pole P.U.E.-Public Utility Easement t— -Guy Anchor RCP -Reinforced Conc. Pipe OU--Overheod Utilities PVC -Polyvinyl Chloride lD -Storm Sewer Manhole NCS -No Comer Set (Foils in Water) G-Sonitary Sewer Manhole SF -Square Feet EN/ra -Electric Hondhole D.U.E. -Droinoge/Vtilit Easement FMGD-MAG NAIL & DISK COO -Clean Out P.K. -Parker Kolon Nail 1"` D _Irrigation Control Volvo I. -Sign SIR -Set 1/2' Iron Rod L87768 wu4-Cote Water Volvo SPKD -Set P.K. & Disk L87768 Goa Meter FlR -Found 1 /2' Iron Rod L87768 Existing Grade FlP -Found 1 /2' Iron Pippe L97768 CI -Blow -off Volvo FPKD-Found P.K. Noil do Disk LB7768 •^ft-_-Droinoge Flow Direction FCM -Found 4'x4' Concrete Proposed Design Grade Monument PRM L87778 1 .2 As-Built/Existing GrodlNote: Some items in above leoen may not be aon icable II Description I Date I Dwn.ICk'd I P.C.IOrder No. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights -of -way, set bock lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible Improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevotions shown hereon are in feet and ore referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plot of WYNDHAM PRESERVE% City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey mops or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1' - 20'. 7. All boundary line dimensions ore field measured unless otherwise noted. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone A' DESCRIPTION: LOT 170, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey, 09 20 18 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was mode under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2265 Surveyors & Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to ealie.• 472. orido Statutes. GeoPoint Surveying, Inc. OmeP D. LASURVEYOR R MAYPE4 N0. LS6915 ORIDAPROFr510N0NALDrawn: RCA I Checked: JDL I P.C.: Data FlW Ie:East-Plot NOT VALID YiITHOUY THE SIGNATURE AND THE ORIGINAL Date:09/21/18 Dwg:e Ent-W170 Order No.: ED SEAL OF A FLORIDA LICENSED SL'RV):.YOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Depar#rAen t9JJ3_u;siness and Professional Regulation - Residential Performance Method Project Name: Lot 170 - 1826 SR Builder Name: Starlight Homes Street: 3899 Seltmarsh Loop Permit Office: Seminole County State, Zip: Sanford , FL , 32773 Permit NumberOwneer: 9 3 USANFORDCity, 7Z1k1fm4AWVara.r Design Location: FL, Sanford Jurisdiction: / County:: yee'mino a lorida Climate Zone 2F 1. New construction or existing New (From Plans) 9. Wall Types (2406.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1111.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 915.77 ft' 3. Number of units, if multiple family 1 c. Frame - Wood. Adjacent R=13.0 379.02 ft' 4. Number of Bedrooms 3 d. N/A R= ft: 5. Is this a worst case? No 10. Ceiling Types (1139.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1139.00 ft' 6. Conditioned floor area above grade (ft') 1826 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(154.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 365.2 a. U-Factor: Dbl, U=0.34 113.00 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Healing systems kStu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1139.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 739.00 ft' b. Conservation features b. Floor over Garage R=19.0 400.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 53.97 PASSTotalBaselineLoads: 57.42 I hereby certify that the plans and specifications covered by Review of the plans and STg7FthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis 0- f11E N, Code. calculation indicates compliance y'r.,,, = =,.,;. .e+ with the Florida Energy Code. m„'••• _ PREPARED BY: Before constructs ion s completed DATE: -7 this building will be inspected for i } compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy UCOp we OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/19/2018 3:29 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Lot 170 - 1826 SR Bedrooms: 3 Address Type: Street Address Building-Type? User. Conditioned Area: 1826 Lot # 170 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3899 Saltmarsh Loop Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1826 15677.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 739 6872.7 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1087 8804.7 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 97.3 ft 0 739 ft' 0 0 1 2 Floor over Garage Floor 2 ---- ---- 400 ft' 19 0 0 1 ROOF V Roof Gable Roof Solar SA Emitt Emilt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1274 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1139 ft' N N 1/19/2018 3:29 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) : Floor 2 30 Blown 1139 ft' 0.1 Wood WALLS y S Ornt Adjacent Tn Wall Type Space Cavity Width R-Value_ Ft In Height Ft in Area Sheathing Framing R-Value Faction Solar Below Abs r G 1 W Exterior Frame - Wood Floor 2 13 40 9 8 1 329.4 ft' 0 0.25 0.6 0 2 W Exterior Concrete Block - Int Insul Floor 1 4.1 40 9 9 5 383.7 ft' 0 0 0.6 0 3 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 S Exterior Concrete Block - Int Insul Floor 1 4.1 8 0 9 5 75.3 ft' 0 0 0.6 0 5 E Exterior Frame - Wood Floor 2 13 40 9 8 1 329.4 ft' 0 0.25 0.6 0 6 E Exterior Concrete Block - Int Insul Floor 1 4.1 20 6 9 5 193.0 ft' 0 0 0.6 0 7 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 N Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 S Garage Frame - Wood Floor 1 13 40 3 9 5 379.0 Its 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None 39 3 6 10 20.5 ft' 2 Wood Floor 1 None 39 2 10 6 10 19.3 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 3 None Low-E Double Yes 0.34 0.26 N 8.0 ft' 1 ft 0 in 1 ft 0 in None None 2 S 3 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 4 ft 0 in None None 3 E 5 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 4 N 7 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 5 N 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 11 ft 0 in None None 6 N 8 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation 1 400 ft' 400 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000382 1829 100.41 188.84 3432 7 1/19/2018 3:29 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 ksysfl COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None fl= DUCTS Supply -- Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 365.2 ft Floor 2 91.3 W Prop. Leak Free Floor 2 cfm 54.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb Mar A r Ma Jun Jul X Au Se Oct Nov Dec Venting Jan Feb Mar Apr i May Jun Julrl Aug Sepri Oct Nov HlXlX l Jul Aug Sep DecJun Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 66 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/19/2018 3:29 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD I --%. ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. 3899 Saltmarsh Loop, Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft' 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: NIA SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. NIA New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 I111.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 915.77 ft' 1 c. Frame - Wood, Adjacent R=13.0 379.02 ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1139.00 ft' 1826 b. N/A R= ft' Area c. N/A R= ft' 113.00 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 365.2 41.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 30.0 SEER:14.00 Insulation R=0.0 R=19.0 R= ft' 13. Heating systems a. Electric Heat Pump 1.000 ft. 0.257 Area 14. Hot water systems 739.00 ft' a. Electric 400.00 ft' fl, b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: a (Ck to Address of New Home: 9 Q ,-,Qi- ty/FL Zip: szx,, kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat O, TIiE STg2F k COD WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/19/2018 3:29 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 170 - 1826 SR Builder Name: Starlight Homes Street: 3899 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number. Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. ' Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Balls in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac es. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover olates and walls or ce9linoc a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/19/2018 3:29 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION E'nvelope Leakage Test Report Performance Method Project Name: Lot 170 - 1826 SR Builder Name: Starlight Homes Street: 3899 Saltmarsh Loop Permit Office: Seminole County City, Slate, Zip: Sanford, FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1826 sq.ft. Cond. Volume: 15677 cu ft. Envelope Leakage Test Results Regression Data: C n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(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 official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: otzKE s. 15 rgT o+ 1/19/2018 3:29 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 170 - 1526 SR Builder Name: Starlight Homes Street: 3899 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford. FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 1 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1826 House Duct Total Conditioned Floor Area) System Qn out)" Leakage Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /19/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 01-vi t: SJI- r9T F di w v F BCD W-E 1/19/2018 3:29 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsoft• Project Summary Entire House Energy Air, Inc 5401 Energy'Air, Cl, Orlando, FL 32810 Phbnl: 407486-3729 Email: GRenner@energyair.com Web: wwenergyair.com For: Lot 170 - 1826 SR, Starlight Homes 3899 Saltmarsh Loop, Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Job: Starlight -Wyndham Date: 6/16/2017 By: Plan: 1826 S Voyager Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16187 Btuh Structure 14578 Btuh Ducts 2141 Btuh Ducts 3174 Btuh Central vent (30 cfm) 847 Btuh Central vent (30 cfm) 578 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19175 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 18329 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3073 Btuh Ducts 579 Btuh Central vent (30 cfm) 887 Btuh Heating Coolingg Outside air Area (ftZ 1877 1877 Equipment latent load 4540 Btuh Volume i)ft') 16161 16161 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 22869 Btuh Equiv. AVF (cfm) 135 70 Req. total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 470F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 Cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 35 OF Backup: Input = 5 kW, Output = 16034 Btuh, 100 AFUE Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU02534 2018-Jan-19 15.27.22 Page 1AM ...Specilic\Wyndham Preserve\Lot 170 - 1826 SR.rup Cale = MJ8 Front Door faces: S Manual S Compliance Report Job: Starlight -Wyndham W rightsoft• Date: 6/16/2017 Entire House By: Energy Air, Inc Plan: 1826 S Voyager 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-SM3729 Email: GRenner(denergyair.com Web: www.energyair.com For: Lot 170 - 1826 SR, Starlight Homes 3899 Saltmarsh Loop, Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 18329 Btuh Entering coil DB: 76.6°F Outdoor design WB: 75.9°F Latent gain: 4540 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 22869 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20927 Btuh 114% of load Latent capacity: 5192 Btuh 114% of load Total capacity: 26119 Btuh 114% of load SHR: 80% Design Conditions Outdoor design DB: 44.2OF Heat loss: 19175 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 149% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 4.7 kW 84% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. 2018-Jan-19 15:27:22 wrightsof ' Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 XCA ... S ecilic\ g p Wyndham Preserve\Lot 170 - 1826 SR. Cale = NU8 From Door faces: S Duct System Summary Job: Starlight -Wyndham wrightsofte Date: 6/16/2017 Entire House By: Energy Air, Inc Plan: 1826 S Voyager 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyair.com Web: www.energyaircom For: Lot 170 - 1826 SR, Starlight Homes 3899 Saltmarsh Loop, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.143 in/100ft 899 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.143 in/100ft 899 cfm 196 ft Name Design Btuh) Htg Cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Laun C 703 2 36 0.263 4.0 OX 0 VIFx 6.4 100.0 Lon C 1948 94 99 0.268 6.0 Ox 0 VIFx 4.5 100.0 bat C 124 4 6 0.255 4.0 Ox 0 VIFx 9.6 100.0 b2 C 1457 36 74 0.249 5.0 NO VIFx 12.6 100.0 bra C 1650 70 84 0,242 6.0 Ox 0 VIFx 15.5 100.0 foyer h 2784 137 75 0.171 7.0 Ox0 VIFx 18.3 145.0 st5 kit -fam h 3821 187 178 0.147 8.0 Ox 0 VIFx 40.7 150.0 st4 kit -Tam-A h 3821 187 178 0.143 0 Ox 0 VIFx 45.7 150.0 st4 m be h 795 39 36 0.189 4.0 Ox0 VIFx 28.3 120.0 stl m br C 1712 79 87 0.198 6.0 Ox0 VIFx 21.4 120.0 stl pdr h 703 34 15 0.150 4.0 Ox 0 VIFx 31.9 155.0 st5 u^u C 407 18 21 0.195 4.0 Ox 0 VIFx 23.6 120.0 stl wic3 h 239 12 11 0.236 4.0 OX 0 VIFx 18.6 100.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk stl Peak AVF 136 143 0.189 537 7.0 0 x 0 VinlFix st4 Peak AVF 375 356 0,143 477 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 375 356 0.143 477 12.0 0 x 0 VinlFlx st3 Peak AVF 171 90 0.150 490 8.0 0 x 0 VinlFlx st5 Peak AVF 171 90 0.150 490 8.0 0 x 0 VinlFlx st3 Bold/ifelic values have been manually overridden 2018-Jan-19 15:27:22 wrightSOft• Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 14C;CA ...Specific\Wyndham Preserve\Lot 170 - 1826 SR.rup Cale - W8 Front Door faces: S Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk W Ox 0 899 899 0 0 0 0 Ox 0 VIFx wrightSOft' Right -Suite® Universal 2017 17.0.28 RSU02534 CCK ...Specific\Wyndham Preserve\Lot 170 - 1826 SR.rup Calc = NUB Front Door faces: S 2018-Jan-19 15.27 22 Page 2 M 5 1'VTW F 12 x 6 137 d 8 x 4 foyer 34 dm Job M Starlight - Wyndham Performed for: Lot 170 - 1826 SR 3899 Saltmarsh Loop Sanford, FL 32773 10x10 187 -9.- 4" Level 1 kit -faro 10 x 10 187 dm garage Sup Riser MFIADRI12" Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1/8" = 1'0" Page •1 RightSuite® Universal 2017 17.0.28 RSUD2534 2018-Jan-19 15:27:30 m Preserve\Lot 170 -1826 SR.rup 6 W VTR 38 CFM Sup Rise 8.18, level 2 AHU ON METAL STAND 2.5 TON 240V /5KW HP 4„ mbr MPA" 1 8x U 39 m 6' 8x4 21 cfm wic 4' 10 x 6 Cll 2 Sup Riser 87 cfm 12 " 7- 18x tt tt{ I- Cs:I ASTM I! Loft bra Job #: Starlight - Wyndham Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 2 Lot 170 - 1826 SR RightSuite® Universal 2017 3899 Saltmarsh Loop Orlando, Energy Air, 0 17.0.28 RSU02534 Sanford, FL 32773 Orlando, - 8 6-37 2018-Jan-19 15:27:31 Phone: 407-886-3729 ...m Pn;serve\Lot 170 -1826 SR.rup www.energyair.com GRenner@energyair.com S E In ' 0 •a zm t v 06 i 0 y Q1. 0 W v r- off' J v c iA v CO czZ c v m = 0 V Q 0 LVy a DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 170 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' LOT AREA CALCULATIONS LOT 4.400 SQ.FT. LIVING AREA= 739 SQ.FT. GARAGE = 400 SQ.FT. ENTRY = 39 SQ.FT. DRIVEWAY = 479 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 46 SQ.FT. PkD 9 SQ.FT. MPERVI US= 41.2 76 SOD ' = 2,588 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,000 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA = 500 SOW — DRIVEWAY DRIVEWAY = 593 SQ.FT. SIDEWALK - 246 SQ.FT. SOD - 2,714 SQ.FT. WYNDHAM PRESERVE - LOT 170 PLOT PLAN LOT 166 LOT 165 LOT 164P 98 N89'40'51 mE?9 ZONi . DAr[3 1 40.00' UNE or L o r 176 Ok to construct single family home LOT 170 l with setbacks and impervious area i AREA.- shown on plan. LA 1. 2-1l0 imp. 4,400 S.F. t D A/C 10.0 O jPAD p[PAT10 IQO 6.0. LJ 15.3 2.7' l;-0' 28.0w A LOT 169 PROPOSED LOT 171 2 STORY RESIDENCE V) 3899 SALTMARSH 0>t LOOP O O g 1826 VOYAGER 00ELEVATION - S O GARAGE - T 1 C%W r O w FFE= 30.4 6.0; 6.0' 28.0 PORCH 16.0 o U 0 n d I. v a= O O • C t r 4. L) z o PROPOSED 5' '- GONG SIDEWALK 10' UTILITY EASEMENT (P) coNc CURB-/ SALTMARSH LOOP ui PCP 50' RIGHT—OF—WAY N J (PRNATE ROAD) PCP U55.98' S89'40'51 "W CENTER LINE rtr-roof tqur meny iLEGiE?ND:ADUSSD-Access/Ominage/UUlities/SidewalkLBLicensedusiness BFP-Backflow Preventer Si ht Distance Easement9 Survey PRM-Permanent Ref. Monument R Reported PCP-Permonent Control PointJSD -Description FP&L-Florida Power & Light P -Plot FFE -Finish Floor Elevation D.B. -Deed Book Water Meter O.R.-Official Records Book N-Water Valve P.B.-Plat Book t'j—Fire Hydrant Pg.-Page RC®-Recloimed Water Meter Elev. -Elevation RC04-Reclaimed Water Valve Conc.-Concrete Cable Box BP -Brick Paver m-Telephone Box SW -Sidewalk E -Electric Box FFE-Finished Floor Elevation Utility Pole CI -Curb Inlet Guy PoleIGT1-Grate Top Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Falls In Water) 0 -Sanitary Sewer Manhole SF -Square Feet MWO -Electric Handhole D.U.E.-Droino a tilittyy Easement COO -Clean Out FMGD -MAG NAIL & DISK XVD4-Irrigation Control Valve P.K.-Parker Kolon Nail i' -Sign SIR -Set 1/2' Iron Rod LB7768 WD4-Gate Water Volvo SPKD -Set P.K. & Disk L87768 IW-Gas MeterFIR -Found 1/2' Iron Rod L87768 11. -Existing Grade FlP -Found 1 /2" Iron Pipe L97768 Cl -Blow-off ValveFPKD-Found a-- P.K. Nail & Disk LB7768 Drainage Flow Direction FCM -Found 4'x4" Concrete t 0.0 Proposed. Design Grade Monument PRM LB7778 [-As=Built/n Gro 11 Note: Some items in above legen may •not lbe opD icable P.C.IOrder No. BXTIIM]2gG LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and ore subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon ore from the construction plan for 'MDHAM PRESERVE City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) VA', o, Y A Iittildg oiFJI,Y) PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-07658. in Flood Zone "2" DESCRIPTION: LOT 170, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. jQ 1es D. •'1:evABrl v DRIDA PROFESSIONAL•,SURVEYg•O cR' % , M•APPER ND. LS6915 NOT VAUD WirHOUT THE SIGNATURE AND THE ORIGINAL Drown: JE I Checked: JDL I P.C.: Data File:Brh=nEcst-Plat Dote: 0 1 /23/18 Dwg:&hsmEnt-Iot170 Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. Feld Bk: RECORD COPY PAL M ER CELECTRICy.w.t-... r Starlight Homes 1826 Voyager LOAD CALCULATION December 12, 2017 1. HVAC LOADS iNEC 2014 - 220.82(C)(3) - MI ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR @ 100% TOTAL LOAD FOR AIR HANDLER uQ 65% TOTAL HVAC DEMAND LOAD 11. GENERAL LOADS INEC 2014-220.82(B)(D-(4)) CONNECTED LOAD 5.40 KVA BLOWER MOTOR CONNECTED LOAD 0.67 7.67 KVA LIGHTING 1826 Sq Ft @ 3VA/Sq. Ft sty KVA Rating 2 1.5 SMALL APPLIANCE CIRCUITS 1 1.5 LAUNDRY CIRCUIT 1 5 DRYER CIRCUIT 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.5 WATER HEATER (2) SANFORD 1 1.2 DISHWASHER 1 08 DISPOSAL(1) # 1 8- 9 3 7 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) IST 10 KVA (GENERAL LOADS) @ 100% REMAINDER (GENERAL LOADS) Q 40% SUB -TOTAL (GENERAL LOADS) INEC 2014 - 220.82(B)l HVAC LOADS GENERAL LOADS TOTAL DEMAND LOAD INEC 2014 - 220.82(A MINIMUM SERVICE SIZE 13.07 KVA 5.40 KVA 4.99 KVA 10.39 KVA 5.48 KVA Total KVA 3.00 KVA 1.50 KVA 5.00 KVA 4.50 KVA 1.20 KVA 0.80 KVA 12.00 KVA 2.50 KVA 35.98 KVA 10.00 KVA 10.39 KVA 20.39 KVA 10.39 KVA 20.39 KVA 30.78 KVA 128.24 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Typical 1;50 Amp4Electrical Diagram 160,'Amp tiiMain RECORD COPY Typical 1-50.Arn,p- Intgrior Panels 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode 1 s y37 FLORIDA DDFIAPTM9W OF iQ Business & Professional Regulation r BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats B Facts Publications FSC Staff BCIS site Map Links Search Florida ra Product Approval USER: Public User I K i _ , Product Approval Menu > Product w Application Search > Application Us t > Application Detall P OFFIrE OF THE FL # FL9174-R12 ISECRETARY Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark—Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark_Ga ron@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA-100 DASMA-115 Equivalence of Product Standards Certified By Sections from the Code Year 2012 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eciuly WD2017-OO1112 Evaluation Report - FL 9174 PDF Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Method 1 Option D 08/11/2017 Ol/02/2018 01/02/2018 FL* Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R32 11 022B-3189SB-PB S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sipned.pdf Impact Resistant: Yes FL9174 R12 lI 324620 P16 Jamb Connection SURD signed.odf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0229-318959-P9 S.DdF Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supolement Chart sianed.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD sloned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0230-318960-PIO S.odF Approved for use outside HVHZ: Yes FL9174 R12 If 307494 Pll Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 Ii 324620 P16 lamb Connection Supo sloned.odf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 if 0231-318996-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 Ii 307494 P11 Track Supplement Chart slpned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sipned.pdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.5 1 5120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: 9' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Installation Instructions FL9174 R12 11 0234.319022-136 S.pdf FL9174 R12 II 307494 Pll Track Suoolement Chart sioned.Ddf FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart slpned.odf FL9174 R12 11 319040 PI Post Istall Instructions sioned.pdfImpactResistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 If 324620 P16 lamb Connection Suoo sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 *0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart slpned.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.0 1' Impact Resistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Part/: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9274 R12 AE WD2017-ODIR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 Il 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.0df FL9174 R12 If 324620 P16 lamb Connection SUDD sianed.odfImpactResistant: No Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 lI 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P11 Track Supplement Chart signed.odf FL9174 R12 11 319040 Pi Post Istall Instructions sloned.DdfImpactResistant: Yes FL9174 R12 lI 324620 P16 lamb Connection SUDD sloned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party. Yes Evaluation Reports FL9174 R12 AE WD2017-OOIR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9200 40237 18' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 lI 0237-319025-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 11 319040 P1 Post Istall Instructions sianed.odfImpactResistant: Yes FL9174 R12 Il 324620 P16 Jamb Connection SUDD sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0600-319026-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 11 324620 P16 Jamb Connection SUDD sinned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.901-30.80 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0601-319027-125 S.odf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 PI1 Track Supplement Chart sioned.Ddf Impact Resistant: Yes FL9174 R12 I1 324620 P16 lamb Connection SUDD sioned.odf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by. Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5220/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24'. Glazing 0602 available In top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 II 0602-319028-P6 S.odf FL9174 R12 II 307494 Pll Track Supolement Chart signed.odf FL9174 R12 it 324620 P16 lamb Connection Supn Moned_,Dd_f Verified By: Gordon Thomas P.E. FLORIDA PE 46728 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.14 151203 140/6100/9100/9400/9600 116' Maa x wn top o0r Intermediate secMax height. ax section height 24". Glazing Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174. 15 I5120/5140/6100/9100/9400/9600 0604 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 II 0603-319029-P6 S.odf FL9174 R12 11 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 11 324620 P16 lamb Connection SUDo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8' Max height. Max section height 24' Glazing available In top or intermediate section. Installation Instructions FL9174 R12 11 0604-319030-P6 S.odf FL9174 R32 Ii 307494 Pll Track Supplement Chart sianed.odf FL9274 R12 li 319040 PI Post lstall instructions sioned.odf FL9174 R12 II 324620 P16 lamb Connection SUDD sioned.adf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 16 15120/5140/6100/9100/9400/9600 118' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure I designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 11 0605-319031-PS Said FL9174 R12 II 307494 P11 Track Suoolement Chart s igned.Ddf FL9174 R12 11 324620 P16 Jamb Connection SUDD sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0606-319032-P7 S.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No FL9174 R12 Ii 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 319040 PI Post lstall Instructions sioned.odf FL9174 R12 fI 324620 P16 Jamb Connection SUDD sioned.odf DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- Verified By: Gordon Thomas P.E. FLORIDA PE 46718 borne debris region unless protected or unless structure Is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 18 1512015140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 11 0609-319035-P6 S.odf FL9174 R12 11 307494 Pll Track Suoolement Chart sianed.odf FL9174 R12 ii 319040 PI Post lstall Instructions slaned.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0608-319034-PS S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sipned.Ddf FL9174 R12 lI 324620 P16 Jamb Connection SUDD sipned.udfImpactResistant: No Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 514019400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0607-319033-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sianed.Ddf Impact Resistant: No FL9174 R12 II 324620 P16 )amb Connection SUDD sipned.pdf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF door. Created by Independent Third Party: Yes B:,CIr E Contact Us :: 2601 Blair Stone Road. Wlehassee FL 32399 Phone: 650467-I824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement 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 mall to this entity. Instead, contact the offlrs by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public reco-d. 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 b=. Product Approval Accepts. 99 Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing I or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope D. 0N• •Typ'', VCEiVSF• •, OQ.. No. 46718 LU; OFoSTATE FCORIOP. s/ONAL Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174, The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. Il. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSUDASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL9174.1 FL9174.2 FL9174.3 FL9174.4 FL9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 6'-9' 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 sf 43.20 / 49.60 sf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 16'x8' 18'x8'-9" 18'x8'-9" 18'x8' 18,x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 sf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-127 319025-P7 Impact Rating Yes No No Yes Yes Table 113 — Doors under Evaluation ; ` OON .. gyp..• Llceros •.0,: fr No. 46718 :(P T STATE OF i - •'4O.•' s'S, RIOA.\ FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 sf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-PS 319030-P6 Impact Rating No Yes No No Yes Q- Table I — Doors under Evaluation FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 6r, Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18'x10' 18'x8' 18'x8' 18,x8'-9" 16'x8'-9" xH Design 15.30/ 30.00 / 39.20 I 18.50 / 25.90 I Pressure 17.00 psf 33.50 psf 43.70 osf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doom under Evaluation C. Conclusion 1111111J!!// N No. 46718 STATE OF FC ORl41".. ON S/pNN E . l111 iZ v31 7 Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5"' Edition 2014) and 6t' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of Independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial Interest In any other entity involved in the approval process of the product. Sincerely, 14 L,-Z4 Gordon Thomas, P.E. FL PE # 46718 1. NON-4UPACT RES31AMT GAZING OPTION - .MEW IONOOW SSB GLAZING N MOOED FRAMES SCREWED 13 GA NDRZ A TOGETHER NTH A UNIAN OF (6) OUT- SC1EY6 INSTALLED N TOP OR NWRYEOIAN SECTION (I/TN ON NT OUT DECORATIVE NSERUNIFORMIS) MEETS UNIFORM STATE DESIGN P013SIIE3 SNOW 00 THIS OMNN0. GADIIO IA KU fLAO I SNAIL NAVE A MAUMUJ "OUNT OF 13.73' AND A MAMMU LOUTH OF 1673•. QLAZWO 6 NOT IMPACT IG CA PAN RESISTANT MO DOES Nor MEET THE N¢GLOrEMMMrs FOR I RND-BO/O DENNIS REGIONS 7/1411- 1, IMPACT RESITTNR G ADNO OPTION - IMPACT 91 RESISTANT GAZING SYSTEM MAY BE I STAUED N HOP MM OR INTERMEDIATE SECTION (SON OR MTHOUr OECORAUW 9 IIYRp OA2NG SMALL DE I/•' MARRODN-AR Is CA MN Fa TE ME EDUA G AZNG SHALL NAVE A MAN" HEIGHT OF IS21' AND A MAWN LENGTH OF 1 30.01'. GAZING S IMPACT REMSTANT AND DOES MOT THE REWIREMERTB FOR 11)E-BORNE ON= ROOKIRL B/H/111-3/B SCE OFFAL E ON SKEET 2 I= ASSEMBLY DETAILS. SCRpN AT OA7ED SECTION REURAES REINFORCEMENT BRACKETS AAYB W ATTACHED TV U-BM ME LPFER INIEOIAL ILO (SEE OCTAL. 0 SHEET le W J-STRUT SCREWED 10 LOBO 1/h20•S/lI' 1 IITECRAL RB OF TION AND 01QAIO1 SNE M BE Mar AND 1/4-2 FWORV NSrWM NSGILCR SMALL FIELD INSTALL (1) OUT AT EACH JO 1//•- N.7/Y SELF ORRLNC CRI PTITE SCREN TO ATTA04 ME YSTIN7 TO THE INTEGRAL NB AND OPERATOR STLE ORACIV LOC AT ME CaM ILNE Of ME DOOR PEN OCTAL f ON SNRT 2. S INN. ON MOON DOOR STOP NAILED A WIMWM OF 0' OZ MUST OVf1ILJNP TOP AMC OM ENDS OF PANELS MINIMUM 7/1/' TO MEET NEGATIVE PRESWRES MET LOON SIDE LOCUS OR OPERATOR REGNROX 13 CA SIM S. SECTION SHALL BE CONSTRUCTED NTH FOAUW N JAMs BRN PLACE P0.NNEFHA14EFOAM NSIRATON CHEMICALLY SEC 3C10.ODU BONOCD TO 30 CA MINIMUM rACER STEEL AID A OUAMTY. LOG POLVLAWNAIE BACEA 00 32 CAEN STEEL "OWL D AND CAP TO HAVE A NMBMM IX OCPTH. I. THE DESIGN OF ME SNU PPOIRNO SCNNKKEYLOON OR SIDE ELEMENTS SNAIL BE ME UESPONSSUTY OF TINE BOTH a03 PROVESSONAL OF RECORD FOR THE IWI DING OR NEUTRINO) WIN Oro SIINCRRE A140 N ACCORDANCE NON mWENT CUILDNG SEE NOTE s1. OWES FOR INC LOADS USIED ON VMS ORANN0. LOCH SM N V. cam JAMB 10 BE MINIMUM ad FMCNTIK GRADE G UJUSER. REFER TO JAMB CONNECTION SUPPLEMENT FOR iDW1E'. (• S[ ATTAC MWT TO SUPPORTING, STRLENRC 2 FOR U-BAR LOCO R. LOUVER OPTION - .0+0' UBBIW LOUVERS N MOOED ON ODORS WITH FRAUD SJLEOED TOGETHER NTH A MBBMN OF (I) SECTION OUNMIIIIC 61 ' SOMA NSgMLED III TOM BOTTOM SECTION.E$ I SEE MOTI ANC THIS SHEET FDA AMR Its ARE NOT IWACr RESISTANT AND 00 NOT MEET THE RECdREMENA FOR VOO-OCAW O M RECONS WO LOUVERED $=Do REaI/ M.9 WMATUR TIRE To BE VA v ILCT SO AT 1NE rINRRNE W TMG DOME_ SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX Dow NDTH IA1N6oD1LOAD CA04 ONO 041) IV-0' ALL 2072 -730.• 16-O• ALL 161 -IOLA IY-0' ALL 1 • -1 Ir-D' ALL 1795 -AMA VSt 11UIINI PIt vkS J KOgJA40 ' i.. SIP.• •• (CENgF • ; W NO.* S * SATE of v`: IiN 6Ma11aTa iY: F 17E eD1AHU NOMD IN IIpf1 MPH. sLR71MNaK11It7Wr1MNEXaaPLDoanSEALP" Mrs OILY Fag R Ly4o V Or TRN/W ma116CTAw 1RT, RENS10M5 r• CMNt4Es TO 0d( RAL NDRMAr APO GTIANGEC f IFBM FASTEN"TYFi AT ENO CAPS AND BOTTOMRETAYMR. ' CHANGED CENTER MINE LOUVER OPTION. CHANGED • IDENTIFICATION MUM FROM mLOlm PANTTO rA1MPE0 MUMMER Ba 3/ B/OI s A00ED SIrEIWPOSED OESfON tDACS ON suPFtltmG sTaETUIIE AND CLARIFIED NUMBERASMNERSAND CFw ENTER Um a e/10/ V/ AOCETI IMPACT REMANCE TO OWL AWED MWEL vim MODIFIED NOTE B TO ATE MAT LOYVFRS ARE PDT IMPACT mamma. G" I///07 P7 MOUNTED JAMB BRACKET SCHEDULE FOR FAT OPTION. AD= LR TRACK DETAIL SIMILT T. GNT 4/17/0E A ADDED IMPACT RCSSTAKr CIA=& ED EXAS LICENSE MUYOFIIT TO TITLE BLOCK. INCREASED MAX NOW To Or-Y. ADDED HICK FT AND NGOF PITON TRACKORT 7 UPDATED EYE BOCK CRT 0/30/10 wtmE (3) CaIDt NUR] PER ANT REOYRED ON DO= IIDTHIS GIMATER THAN Ir-41% (3) CENTER MKS PER JOINT Rp0UCE9 ON DOME MUM I = THAN ON CONK N JAMB BRACKET SCHEDULE DOW NDOa N0. OF Sayp{EPg EACHJAMB MAC KCOAC0M NEASNREU FROM BOTTOM TYK Or TUC"L DIMENSIONS ! a7 r a Je 1 a $}T Je J I +s-1 . a, a a Kr FAT Je . ILO A 21-3 • Mo. zs + a • Js a-1 • Je 0' S e a JB 1 a 3• JB 47-1 + O SB' A S 7s JB B'-0' S B FAT i T JB 21-3 •• Js . 29-3 •' Jt +/ JB 31-1 4- JB Je 73-1 m 0' LOT Pno1 s/ F NDiE aLON i0UL0tSND CNCSGN OEM' SDTOD JAMS BRACKET ATTACHED TO TRACK NTH 1/•-206/IB' TRACK BUILT AP O O NUT. FOLO'NNG01MOSMIN mows OUCH INSTALL JAYS BRACKET INSTALLED N 1IU71EIFLY AOE 00 ADDITIONAL HMGIANE 0=0 TO ATTACH TO TRACK. DDOR7 DIN INN LIM ROOT PITCL AD/W O EATER TWIN IF N HEKMT REWIRE LIVE OF COMONYOUS MALL ANGE. SEE SWPLOMMt TRACK CURT FOR OETAs. Wayne STATIC PRESSURE RATINGS APPROVED SIZES ISCALE., M.T.S. SFZC. A DESIGN 23.90 -26e0 MAX ROTJ: lr-O' I DATE NAME Dalton_ Tr3115 MAX HEIGHT. r-9' IBA 3/e/De CRT IMIAPACTT(PINT.): sr,RATED CYFSM- 132Mo : SESN H MAXSECTIOVIGM. 21• OAL FED4/6/06 1MRB fr yn GARAGE 000— MODELS 5120/9100/9605 9IEET 1 GF 2 tlNDME OF OVONEAD MOOR amORAYeNO PART N0. REV. Pas BMA, PwN A DRIVE ADDISIONY. WINOLOAO SPECIFICATIONOPTIONCODE 0230 318960 Pi ew a•-B/so u CA A04MAKE TOP PEACE "All OVER INTEOtAL MN 13 CA ADAHSTAOE POIIURE ATTACHED TO NDI 1M[ (B) PIE-PUMCMm TOP FUMJW PRE -PUNCHED MOC 1YHOLES EACH 00 FACING UPBMO IN BOTHIY 6 WAR AM) ATTACH THRU 00 W AT NM ( 2) 1/•-1.16/B' EACH HE YI1M ( y 1/{-147/IF / GOPTKtE StrRtVS SELF oIWWO TJBEIPIf1C SCR FOR STANDARD TRACK APO W 1/ •- 147/e' SELF ONLpC CHOVTTIE SCREYIS FOR l0W , a ARE V. IRACII (2 OF IROCH ARE IISEO ro AnAC® KALE TCH TAIL A BRA AS } LOW HEADROOM TRACK DETAIL A 13 CA ROVER SIDE ATTACHED TO USED ONLY CH IMPACT PR[- POICKED NOES W TOP OF U-W U-BM OVER WIEOIIAL DB NTH GLAZED SECRCI - 11 NW ( 21 1/1-t•tl/b' WP117E 9tl{ile5. THE (a) PRE UNOI[D MOM EACH 00 CA RONFORCOND+T USE 0 MOLE ITT AIDE TO OMSURE FACING UPWARD AND ATTACK nM E40 BRACKET ATTACKED PROM AIONENT OF ROLLERS SELF AT EACHRILLING U40VITH IG 14P7X N TMF 1 C Nd/W 13 CA /OgCE A. M7N]YIIOM' "AR PLACED OVER TOP COMPUM sm" (2 NTN (•) 1/M-1{d/0' OD ON THE BOTTOM SECTION SMALL OLT THROUGH BOTH GROW TE BE ATTACED tHRU 00 CAP AT EACH BRAOMET APO U-0AR) NGOM ARC fAeLCHY2 0D WTH 1 t•-H aT/r WDOWNatlUFlM 961EILOuifOONTHEDETAILGATTACHED) BOTTOM FLANGE O/ THE U-BAR NOR, DUE 10 CLEARANCES REIIINED TO 2' M S10pGA10 / T7 ROLLERNM —00 4- 1/r STEM NAIL R OVER If CAWIDE1/ ATTACHED OTECIAL AND ATTACK CRU I 1/MZNS (2 2 OF1R1M (2) 1/h1M)d/B' MCH ARE rACTO RNCH IINKRRUuCWPIRE MEDHOLESIDLESATED, J or VH ATTACHED, EACHPW-WIC® EACH IMIETG17MMCCN TALEDOLEOAREFIELD". !AM I WADE, (T Slaw OF TOP LEAF. AID 1 OF NON C HELD UWALLID di U- BM ANO BOIIOM BOTTOM HSMCE LEAF AM D t TTOU THNN PRE- RINOGD ROLE UES OF U-SAR AM IM U DETAIL GRECHAL Am OF 9=10M) C 12 CA 80TIOU BRACKET FAGMORY ATTAOBB MOM ' 7 I E14s/r PACE UM -BOMM MEDIALRIB WM NOTCH BOOM TO OEM BOT10M R DIAOET ANDATTACH TM ENO CAP AT EACH 00 WTM (i) 141W.7A' 58F OIOLINO OlolysaErASTOMBOARBESISTARi. HOUR AND THE (I) 1/4-147/r SELF BOTTOM BRACKET MUST BE SCREW TO THE BOTTOM ` . • ORIWRO C IMPAW STREW ACROSS KALE BOTTOM O THE BOTTOM tl-BNI AT U-BAR NnK EACM PARE-PUNCEO HOE AT EVERT 2) 1 MN.- IMd/r 50F DEL 0 MINCE UWAROK UK (I) 1/s ZW/r GMUPTITE SCREW AT ALL OTMEA SEE IMPACT BOTTOM BRACES FIIE-PUMOEO HOE LOCATIONS DETAIL BOOS SIOYT. I 1 Tll SELF OR2LN0 WNPRTE AT BDE OF K TIIDRI ST/OT EK O.RM10R BRACKET. q J_SmT 1 S.mv OILY REOAREO ON OPACT CLATED S EGROPM SEE NOTE 2 SHEET 1 . . ncTAM C IBr2/ MITT STADEESS SCIERS NIN STAINLESS i• • - BROOD RUBBER WASHERS D. C. MA2 AlAlikJ VO AAAAA No. * 77BE6 110RUCRISScAOGQH I SEALANT OR EGNYALENT p0'.• STATEOF • ((F-: fAtal STFLL sS/ORAL ECG`?` AAMThN111111VV` DYlll' i IAA.9ER UT NOgBNO M1 FE WanItT 1A RNIBOBI0. MOMMEALPWIOIOOET IN KpRCA100 IT wmw C oOlMa 01 OCULS. 1 — 6/A/V7 \ —_ NOMM- SIR110RWALOELORADVEOVER -- / NNOON IIOY DETAILS PGLYCAMCHAIE ATTAIN BOTTOM BRACIET TO BOTTOM U-BAR NTH ( 2) 1/4r147/r SELF OEWNO CRIYinR IMPACT BOTTOM BRACKET S) SECROM COORS W eMs IMMORAL RM AS SHOWN ems O" BO MS Io00R5 U-BARS LOCATED OVER INTEGRAL ROSS AS 1. ALL U-BARS SMALL BE KAM OVTR INTEOIIAL IRS NO ATTACKED IRO PRE -PUNCHED MOLES NM (2) 1/4-I44s/r CROMOTE SCREWS AT EACH WWt% EDIATE NODE LOCATION. (O 1/MI4f7/r SELF OIWMC C lMP`F E SCREIIB AT EACH 010 CAP (EXCEPT BOW U-BARS ONBO M SECIM - SEE OE[AK B A10 0 lli5 9BLn. ( 1/s-IM.s/r COIPTI E SOIEIO NPRONIATFLT 100B1ET MILTED, trim Or 000P AM IMMEDIATE MOMS LOCATION, AID (1) 1/4-1"/15' CROPBTE SLEW APPRO IMAWLY IY FROM EACH OM0. FOR OOCI W M GREATER TRAM Ir-r. THERE SMALL H A TGTAL OF (20) SCREWS AIAC NO EACH U-SAR OEEPT BOAR u-BARS ON BoT10U see 511ALL RAVE A TOTAL H 1 SCREW EACL FOR 00011 NOTNSl6711W/ CH owl 121-r. THEE SMALL Be A TOTAL O (CBI SOfIL115 ATTAOIINO EACH EAU-BM E1®T BOWU-ENS CH TTOM >ECTICK SHALL WAVE A WTAL OF (141 SCREWS EACH. L NW THE ETE•EDTICH O TEE (e) P E-wROIED RMo a ICE TOP OF EAOI OD EKED i0R ATTACKMENT O THE FALLEN SUES AID THE E PIKE-miam HOLESIN THE GOTMM orEE EA71 O USED FOR IME ATTAOGGMCHWETOPFCNREANDLRAWNOTEDOWEHNSEOM'MO SPECRCATia DRAW OL ALL PIKE-PUNC® HOLES IN ALL U-GAAS SALL 8E ATTACHED TO HE ODOR NM 1/ 4-141g/r CMOWE GCEY6 1 16 CA USA S SMALL BE STAMPED '14r APPRORMATMY B' FROM EACH ERG. W yne Dalton. GARAGE DOORS am" or OVOU" BOOR 04 33E3 AOCION ONCE VOW 7/22/ OB UPDATED nRE am B/2B/10 MODELS 5120/9100/ 9605 SMELI Z E BRAYORG PART WINOLOAD SPECIFlCATION OPTION CODE 0230 318960 P10 8 13 GA Mlh CONTINUOS WALL ANG PLICE PLATE LOCATION o SEE SCHEDULE 11 GA MIN 14" CLIP SEE MAX SCHEDULE MINCONTINUOU13 SNUOUS WALL ANGLE 12" 2) 1/4" X MAX 7/16 SEMI TUBULAR RIVITS— 12" MAX SEE CLIP DETAIL 11 GA MIN 1 CLIP SEE SCHEDULE- 12" •` MAX UP LOCATIONS RSW 0.28" MAX SEE SCHEDULE 12" MAX TRACK 13 GA MIN T I CONTINUOUS WALL ANGLE CLIPS TO BE EITHER RIVETED, BOLTED, OR 11111rrrl// WELDED. SEE DETAILS ENE kTHISPAGE. P , • . J •., O No. 77945 . O 0- SrATEOF .4 kn'• i TJs/ ORIDA , 01 1" K ri fill, 4375QM OOIIHM AOA9 1 0MADWE110 C 7" TILK77WTMK 1179" PRonwom viwM1`! IWAL MOMM Q4.11 TO vCM{'wTON 1r Wo."0 ODNMTM C110N ORAAS kCK 1/4"-20 TRACK CARRIAGE BOLT H 1 /4"-20 NUT ACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DESIGN PRESSURE CHART DOO MAX PSF 9'-O" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF -52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART Day on. AG 6 t10R8 3395 ADDISON DRIVE ENSACOLA. FLORIDA J2a14 a30) 474-9890 REV153ONS R-CUPS-TEXAS ANGLE 12 FOOT ITEO 5/11/OJ IPOATED FORMAT. EASED ALLOWABLE MURES TO 00/-52.00 PSF FOR DOOR WIOTHS. ICED -TEXAS WAIL J:" TD 'CONTINUOUS 4/2/07 71ANC D FORMAT. D YODELS 9600 6024 WI7H OVERLAY RACK CLIP RULEa/n/D7 IPOATm MOODS D IN CHARTS. 47E0 SPLICE k CLIPDuu 7 IPOATE Maymnme IL DRAWINGS. 10/t9/07 iPOATTD CHARTS TO NATE THE USE OF j CIIP (REPLACED 19 ACROSS THE 04/11/06 DO'ANDED 1-1/2' TO B' DOOR THICIINESS ITT UP TO 14' HICK 12/II/0E UPDATED TITLE 9L a/2/10 UPDATED TITLE D<. REMOVED CHART. 11115/" UPDATED TITLE 2c a/15/17 SHEET 1 OF 2 DRAWING PART NO. I REV. 307494 P11 2 3/4" t1' EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2x6NO.2 SPF (G=0 42) OR MIN 3/16" THICK STEEL FOR MOUN E60XX MIN. 1 8 2-24 1/8 V 2-24 BETTER AT EACH HOLE OR PAIR OF 1/4-20x9/16" TRACK BOLT AND N/ HOLE LOCATIONS 1/4-20 HEX NUTJ MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF A HOLE LOCATIONS IN LIEU OF WELDING 3/8" SIMPSON TITEN HD, 2-3/4' MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4- 20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP M;m 1 KOO 1. R47TfC6UmyHHOM ,10 WUNT HWr- 1I1m m FE 77W45 17 K 11705 FRo11CS90MAl OloKml'S SGt OROMOm o6.Y FOR 7DWNC:ATKW OF Mwln.o CDMSAIR'110M ofTN19. II1111111/// VICEAl No.77945 S 3'1ATE OF Z'O/VALel 1 I I I I II Wayne Dalton. ARGARAGE DOORS 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN(A5D 690' 14 REVISIONS ICI —CLIPS —TEXAS LL ANGLE 12 FOOT ATED 1 6/I1/03 UPDATED FORMAT. REASED Al AwAIIII SS7REs TO 5.00/-5100 PSF FOR DOOR WIDTHS ULGEO 'TEXAS WALL AE' To 'CONTINUOUS LL ANQr. ADDED ISTRATE MOUNTING AIL_ CHANGED TO IN HO ANCHORS r 4/2/07 CHANGED FORMAT. IED MODELS 61100 6024 WITH OVERLAY TRAGIC CLIP IEDUIE. r 5/21/07 UPDATED MODELS RED IN CHARTS. ATE O SPLICE 6 CHIP IEOUIES 9/05/07 UPDATE MOUNTING AIL ORAWINCS. 10/b5/G7 UPOA70 CHARTS TO ONATE THE USE OF N /9CLIPACRE PLACETHED RRo) 10/24/07 UPDATED STEEL ORPANDED 1-1/2' TO 6. DOOR THICOiESS RT UP TO 14' HIGH. 12/ 11/05 ADDED MODEL 670a ATED TITLE BLOCK 6/ 2AO UPDATED TITLE X RI)IOVEO CHART. 11/ 15/13 UPDATED TITLE 6/ 15/17 SHEET 2 OF 2 ORAVANG PART ND. I REV. 307494 P11 Wayne Dalton. GARAGE DOORS 3305 ADDISON DRIVE PENSACOLA. FLORIDA 32514 MO) 474-9890 p Ko O Q'... tlCENSE No.77945 ti A0;kN STATE OFR. MINMUM als /y i 3.u/J SOUTHERN PINE UWATIE A COMON. PE 43M COMITY Kw l40 MOUNT H WL OW FL PC 7n43 R R 117MG g10113310IAL Cl/ONEERN SM FAMED ONLY FOR YDOYATION Of WASIU AO CORMC71011 RTALL 6' MA SEE DETAILS 1. Z AND 3 REQUIRED FOR VERTICAL 1 POST REINFOROM0 LOOK 2-3/4' J 2) 3/6' SwSON TREK NO SCREW ANCHOR WIN A 1 1/4' WASNEA AND A MINIMUM EMBEDMENT OEM OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. OEw I wNA1uY 7SO0 PSI t11NMEf NOTE, MAXIMUM OESM LOAD CAPACITY OF 2065 LOS DOOR WIDTH NINWUM 2a6 7 tHEADER LOOCSOUTHERNPICACCET LU P 4) 3/6' SMPSON TITEN NO SCREW ANCHOR NTH A 1-1//4' WASHER AND A MINIMUM EMBEDMENT OETRIH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. OEi61L2 YIMYl1Y 7Nf00 P51 (7[OLR Fl I FTI CMII NOTE• MAMAUM DESIGN LOAD CAPACITY OF 2400 LDS. P17 UPDATED TITLE BLOCK ESC 6/13/17 MINIMUM 2r6 /3 % LOCK SOUTHE SWINFRNNNE 4• 4) 3/6' DIA. LAO SCREWS WITH1- 1 4' O.D. WASHERS. LAO SMALL HAVE A MINIMUM PENETRATION OF 1-913r INTO THE MAIN SUPPORT MEMBER MEDEIE 1 I GN LOAD CAPACITY OF 2430 LBS SHEET 1 OF 2 (YIECJ(ED JAMB CONNEC11ON SUPPLEMENT ORATING PART NO. I REV. 324620 IP16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-0890 OR."A J K0=1 PE tiT7f COMA ROAD IN am pmRIMOWrt -3 Ts IE us PII/iES90NAl OIWF_EI11'S 3[.L oROlmm OKr FOR rOtlRUOON p O'aLOAD Od//Si1R11G71OI1 OETA S MIN 2500 PSI CONCRE' d=' MAX UWABLF LOAD MAY EKCM T10 LOAD OF THE STITUCTV OF SUPPORTING STHUC BE THE SOLE RESPON5 THE PROFESSIONAL OF FOR THE STRUCTURE IR 2 3 ALL MIN EOCE 015F a 4 3/8• SIMPSON TITEN NO 2-3/4' MIN [USED. MI r BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-20s9/18- TRACK BOLT ANO 1/4-20 HEX H TRACK OIRFCT CONCAFTF MOLNTIN . of II E J KO eNsle M/ y Q ' No. T7945 * _ 10 W TAB QFpit FLORIOF'•'•• SIONAL ` V z MIN 2 A 4 SPF (0.p42) OR BETTER 1YML SiUO am MAX ALLAWABIE fAS1ENER LOAD YAY ETKOEED THE DESIGN LOAD OF THE STRUCTAK. DESIGN OF SUPPORTING STRUCTURE SMALL BE THE SOLE RESPONSIBILITY Of THE PROFESSIONAL OF RECORD FOR THE STRUCTURE -- 5/I8' LAG SCREW WITHCENTER1-9/3((i' d//BE))O N K:ON,ER OF SWO CHJAMBBRAdcETFOROCCATTIION IAMB BRACKET t 1-201A/18' A. BOLT AND 1/4-20 NIOI N TRACK OIRFf.T rRIM YfIINTINC OFTAII Nix 420 Las PER FAR F RFrFR SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT P17 UPOATM TITLE BLOCKESC6/16/15/17 I 1/2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff dba e , Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Ust > Application Detail FL # FL19715-R3 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 Category Subcategory Compliance Method Silver Line Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com Jon Berrian One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 Sections from the Code https://floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1 /2 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # I Model, Number or Name 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other, See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Description Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 11 SWD002 SS 2017-06-15.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4875 SS 2017-06-14.Ddf Created by Independent Third Party: Yes Installation Instructions FL19715 R3 II SW1)012 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4807 SS 2017-06-14.Ddf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL1971S R3 II SWD010 SS 2017-06-14.Ddf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.Ddf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 11 SWD01 SS 2017-06-14.Ddf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party. Yes Evaluation Reports FL1971S R3 AE PER4806 SS 2017-06-14.Ddf Created by Independent Third Party: Yes B-k'. NV a:t.] The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement ;; Refund Statement 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 sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.2395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wh 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 licen: under Chapter 455, F.S., please dick here . Product Approval Accepts: K3®El0 Credit Card Safe https:ltfloridabuilding.org/prlpr app_Otl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 212 ONE 111 INSTALLATION ANCHOR IS REQUIRED AT EACH AN0409 LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS OENCTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INOVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF AIA INCH THE DEPICTED LOCATION B SPACING IN THE ANCHOR LAYOUT DETAILS LE. WITHOUT CONSIDERATION OF TOURANC% TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SKIM AS REQUIRED AT EAcm INSTALLATION AI1CHoR WITH LOAD SCARING SHIM($). MAXIMUM ALLOWABLE SHIM STACK TO BE 3A INCH. SHIM WHERE SPACE OF IAA INCH OR GREATER OCCURS SNIM(SI SKALL BE CONSTRUCTED OF NIGH DENSITY PLASTIC OR BETTER FIN INSTALLATION: FOR INSTALLATION INTO WOOD FIAALING USE OR WOOD 50REWS0R33 HUGE ROOFING NAILS OR IOd COMMON NAILS Of V3 FI ANT IENGTN TO ACHIEVE 3.1/21NCN MINIMUM EMBEDMENT INTO W000 SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/0' EDGE DISTANCE. FIR INSTALLATION: FOR INSTALLATION INTO METAL STUD USE PB SELF-TAPPINGWREOF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF N N Q NBEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/r EDGE DISTANCE THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE NIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2 NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX SUCK TO CONCRETE/ MASONRY. OR DIRECTLY INTO CONCRETE/MASONRY, USE i/16INCH DIAMETER RW TAFCONS OF SUFFICIENT LENGTH TO ACHIEVE 3.14 INCH MINIMUM EMBEOMENT. INSTALLATION SKALL MAINTAIN MIN.3 3/4- EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENTLERGM TO ACUEVE A MINIMUM OPENETRATION BEYOND METAL WALL - MINIMUM EMREOMEM AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEEIL AND SIDING INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERAL OR NAVE A CORROSION RESISTANT COATING, FOR HOLLOW BLOCK AND GROUT FILLED BLOCK 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAII Jowm EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR COG[ Of MORTAR JOINT INTO FACE SHELL OF BLOCK INSTALLATION AN04M SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION IMTRUCTONA AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WRIT STRENGTHS LESS THAN THE MINIMUM $MINM SPECIFIED BY THE ANCHOR MAW UFACTURE& INSTALLATION ANCHOR CAPACTIIES FOR PRODUCTS HEREIN ME BASSO ON SUBSTRATE MATERIALS WRIT THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 055. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL C GROUT - FILLED CMU• UNIT STRENGTH CONFORMS TO ASTM C.90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI, 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WRIT MINIMUM COMPRESSIVE STRENGTH OF 2000 PSL E. STEAL - MINIMUM YIELD STRENGTH OF 33 41. MINIMUM WALL THICKNESS OF 47. 6 MR. 40.00r IN IS GAUGER. MIN L/r COGS DISTANCE F. ALUMINUM - MINIMUM ALLOY W63-TS. MINIMUM WALL THICKNESS OF 1116•. MIN. IM EDGE DISTANCE SILVER LINE BUILDING PRODUCTS ^dem^ SERIES 2900/ 4900 M711p EXTRUDED VINYL SINGLE HUNG WINDOW dITN MNVSYRNL N70IILL NI. PG71. 1Y10F0 GENERAL NOTES: L THE PRODUCT SHOWN HEREIN 5 DESIGNED AND MNIuFAITuREo TO COMPLY WTTILTHE 67H EDITION FLORIDA SU91DING CODE (FIICL EXCLUDING HVHE AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. MMMWOMAICSA l01/ IS2/AAAO.01/13 2. ADEQUACY OF THE OWING STRUCTURAL CONCREMI'MASONRT, U FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOA05 TO THE FOUNDATION IS THE RESPO16101UTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROIECT OF INSTALLATION. 3. 3X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCNONED AS SPECIFIED HEREIN REFER TO SHEET 6 FOR FURTHER DETAILS OF SUCK INSTALLATION, A, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS TOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A UCENSEO ENGINEER OR AROOfECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WRIT THIS DOCUMENT IN NONaMIZ AREAS. W HVNZ AREAS. ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIM1mvx REIN OR AEU. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL PVC 7. IN ACCORDANCE WITH THE GTH EDITION FBC, WOOD COMPONENTS S ALL HAVE BEEN PRESERVATIVE TREATED ON SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. S. GLASS MEEK THE REQUIREMENTS OF ASTM E I= GLASS CHARTS. SEE SKEET 6 FOR GLAZING DETAILS. NON -IMPACT) TABLE OF CONTENTS SHEET REVISION SHEETOESCiDTroN 1 INSTALLATION B GENERAL NOTES Z ELEVATION 3 ANCHOR LAYOUTS A VERTICAL A HORIIONTAL SECTIONS (NAM FTM 5 VERTICAL G HOR=NTAL SI MON$ (TFWOU614 FRAME) 6 FIORIZON7TAL SECTIONS. BUCK IINSTALLAT)ON, 6 GLA2LNG DETAM MAR OVERALL SIZE CMG' DESIGN PRESSURE AkTssm L PACTRATTNG MOTH HEr6Hr36' M' O/X 35 / -33 PSF NON UPANT 31' 66• O/X 50 / .50 PSF NON LWACT 3/' N• O/X 50/.50PSF NON DRPACT 3r 7r O/X 35 / .35 PS' NON iA1PACT AA• 6r O/IT 50 / -50 SF NON UWACT 45' 7r CIA 35 / -35 PSF NON IIAPACT 4r Be DIX 20 / -M PSF NON IMPACT 5r 7r O/X 45 / •25 ow NON TAIPACr 36' 93. 77 0/X (ORIEL) 35 / -35 PSF NON IMPACT AB' 96' O/X (ORM) 20 / •20 PSF NON TJ PAR 72' 6r O/X-0/X 35 / -35 PSF NON TAPACT 7r 64' O/XO/X 35 / -35 FSF NON TAR ACr 7w 62" O/XO/X 50 / -50 PSF NON )MVACT 76' 7r O/XO/X 50/.50 SF NON LIAPACT 76' 7T O/XO/X 25 / d5 PSF NON IMPACT w 74' 0A-O/X 35 / .35 SF NON IMPACT 96' 7A' O/XO/X 30 / -30 PSF NON IMPACT Nor 6r O/X-O/X•O/X 501 .5o PSF NON IMPACT LOB' 7r O/XO/XO/X 50 / 0 PSF NON IMPACT for EA• O/XO/XO/X 25 / -25 5F NON IMPACT 00MIF IFOIFY by Irma F. NPIOT0.PC fl m l llm ffix u "bdomff d FL#: FL19715 OM:2017OILIS10:11=4IW Q k PT— 11111111``% ! T m Z J h se 2 p V Ff: WD002 m 1 OF 6 MAX HEW MAX FRAN HEI6HT 9! MAX FRAME WIDTH 4E' ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 96' e e . a F PC 4 7 , FRAME NT 74' x• •x A O 4 s ELEVATION TWIN SINGLENUNG WINDOW QUALIFIED CONFIGURATIONS ARCM TOP CONRGURATIONS FOR ALL 290L49W RATINGS. SINGLE UNIT CONFIGURATIONS MAX FRAM HEIGHT 91 MAX FRAME WIDTH 4r ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH toe• i E QUALIFIED CONFIGURATIONS a s ARCN TOP cainGURA=N$ FOR Au ZM.0R RAnNGi TWIN UNIT CONFIGURATIONS F s 4 MAX FRAME HEIGHT 84' I— IILE11 7 5's ELEVATION TRIPLE SINGLE NUNG WINDOW v 0 v Silver Lino R!t Tldf fl PE SLLNAVi d6 NO T1 FeYNSMe{, w aze M ppppy Z mNW 3Z Ji <'j U, mO s uf W < pgp.T. N m y S foa %nG VG m SW0002 EET: 2 OF 6 2' MAX FROM CORNERS 11' MA? O.C. r MAX FROM CORNERS L 6' MAX I_ II' MAX O.C. r MAX OM 4 Ur MAX CORERS r I O.C. 4 L/r O. wlm « ..T arma.ror o.ar r MAX w.0 Kw.olO.LD M.N.•oc FROM T H(AD, IAY,.VO )6LCORNMS ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW FROM r-20'MAX waNERs O.C. 6• MAX FROM - rwan1ER5 2Lr O.C. L 6' MAX FROM CORNERS ANCHOR LAYOUT THROUGH FLUME • SINGLE HUNG WINDOW 61/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG W W 00W 1' MAX FROM --{ 6' MAX CORNERS I a•C. 6' M 0.1 I -MAX FROM CORNEAS 6' MAX FROM 12 3 MAX CORNERS O.C.o. L6 I/r MAX 161/ O.C. L 6' MAX I 1 6- MAX ANCHOR LAYOUT NAIL FIN -TRFLE SINGLE HUNG WINDOW Ir MAX. O.G. N]E, r 11 FROM ANCHOR STRAP WMAR. CORNERS P/N 50.2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WNDOW SilverLine v,Andc FSE 1 g741 ae.n.laUK oevl Ho.Tw4mw5wmxwom M patl.Tsrm 3 zgh I,ta A Z 1 G<W Cf Z 4 J w mn2 p VO v : WF y a a m J F O G H z H 6 LLJ aLu IZ F Lu is O gFFll lllltttttt ' m vl m ANCHOR STRAP N 15P/N ksl250-2995-2 MEo v SEE SHEET 5 FOR OETAAS OW6 fF: ANCHOR LAYOUT SWDOO2THROUGHFRAME- TRIFLE SINGLE HUNG WINDOW SHEET. 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1112, MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 ZX WOOD BUCK BY OTHERS ZX WOOD BUCK BY OTHERS SEE 3HEET6 FOR CONNECTION DETAILS 3/8• MIN. 8 WOOD SCREW EDGE MT. INSTALLATION ANCHOR EXTERIOR FIh4SH BY oTTHEas PERIMETER / MAX. SEALANT / SSHIM SPACE UNIT BY OTHERS l HEIGHT EXTERIOR ` INTERIOR 1 SEE GLAZING DETA13, SHEET 6 g VERTICAL SECTION 4 Nw-nWOOD BUCK NAIL m SEE GLAZING DETAIL, SWEET 6 1 EXTERIOR INTERIOR o. A. UNIT HEIGHT PERIMETER SEALANT T BYOTHERSL4' MAIL EXTER, iOR FINISH SHIM SPACE BY OTHERS a=, r I AS WOOD SCREW ......... LJSTALLATION ANCHOR 3/ 8' MIN. WOOD BUCK BY OTHERS EWE DIST. SEE SHEET6 FO CONNECTION DETAIL;.!----- ETAILSp+ a •. CAULK BETWEEN 8' CONCRETE/ MASONRY 7NCRETE/ MASONRY 6 ZX BY OTHERS WOOD BUCK BY OTHERS 1 Lr ML•L EMBEDMENT q VERTICAL SECTION 4 SILL • 2X WOOD BUCK NMI FIN 1/ 4• MAX MIN. 3/8• EDGE DISTANCE SHIM SPACE SASH REINFORC11M6 SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS SEE 6LAIDV, PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE INTERIOR US 6R. 5 SELF-TAPP24 SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET IINSTALLATION NOTE 14 EXTERIOR FD45H BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O. A. UNIT WIDTH rQ HORIZONTAL SECTION Q JAMB - METAL STUO NNI FIN Silverline I, Ar lawn t6 It.0•t•t Oft PM 43i.-GM GK' AtTKili Ot[vC wor' w tr tsw[at w o aw 8Zr8d5_ N x N N Q v c A7ZS a W Z co W1y y a <m cc m tS W < Y Oo m O < O aN p v LML W o w I m v1 - of O0` v i yVjZ CODWG U; SW0002 SHEET: 4: OF 6 x10 WOOD SCREW B45TALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULKBETWEEN ' CONCREIE/MASONRY ' ' ' BY OTHERS ':.'......... . EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS / O.A. EXTERIOR ( / UNIT / FQZi6HT SEE GLAZING 1 OETAII., SHEET 6 We MIN. EDGE DISTANCE `{ 2X WOOD BUCK/STUD BY OTHERS r-ME SHEET 6 FOR L/4• MAX CONNECTION DETAILS SWIM SPACE a d SASH REINFORCING SEE SWEET 6 FOR REC1VIREMENTS SEE CLAM* 11/Y MIN. DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4- MAX SHIM SPACE INTERIOR VERTICAL SECTION 5 HEAO.2X WOo0 RUCK THROUGH FRAME SEE GLA23 G DETAIL, SWEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE O.A. PUN VIEW -ANCHOR STRAP UNIT P/N 3o-2"5-2)' DETAX AT HEI6WT ti RIGHT FOR V45TALL REQ. PERIMETER SEALANT BY OTHERS SHIMAXrSHIMSPA n _ 1 EXTERIOR FINISH 8Y OTHERS a 1 1/4• MIN EMBEDMENT PRECAST SILL BY OTHERS '. m a 3/16' 1-TW TAPCON a a ; INSTALLATION ANCHOR a 6/4• Ma. E06E DISTANCE p VERTICAL SECTION S SUl-CONCRETE/MASONRY THROWN FRAME MIN•3 THREADS PENETRATION BEYOND METAL5TRUCTURE MIN. 1/2•EDGE DISTANCE 410 Gil 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STVD OR APPROVED MULLION BY OTHERS, SEE SWEET 1 U43TAUATION NOTE 14 By SEALANT EXTERIOR 8Y OTHERS Oil. UNIT WIDTH Q SECTION 5 HORIZONTAL JAMB-METALTUBMWO OR APPROVEDMULUON THROUGH FRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO 4 0000 4.0000FRAME. HOLES PROVIDED 2.0000 2.0000TOACCOMOOATE1t14OIA. 0.500 0.0620 0 JCKC)5.0000(2) ( 6.0000 N— INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (PM 504M-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHOR)IN6 REQUIREMENTS; A. FOR INSTALLATION TO CONCREIVMASONRY, USE (4) 3/16• ITW TAPCONS PER STRAP, MIN, 1-1/4• EMBEDMENT, MILL 1-3/4'EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD. USE (43 #10 SELF-ORMLD4 SCREWS. 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4- EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) M10 WOOD SCREWS PER STRAP. MIN. i-L2' EMBEDMENT. MIN. 1• EDGE DISTANCE. Silver Line Ambmw Wig 1.44 W4-••••4 aE an.cao[ aarE HoomRww.ruzwmRr nc par usm0 vm 8 < 4w : n Ov" L 3 av Zmi a W mGZ % h cW ? W -' e 0 n Q a . d bV i , * p"-•QV.-i VI m Z VI pN a X X V Z O p V h VG U: SWD002 1EET; 5 OF 6 INTERIOR I # INTERIOR SMALLFRAMEik-LARGE'FRAME REWORCD46 EXTERIOR REINFORCING SEE BELOW FOR Raw, SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION ma7m SIRE 6 IrMRMWIATE FRAME MUWON I- ALUMINUM SASH REINFORCING 15 REQUIRED FOR THE FOLLOWING SIZE/RATIN6S: 48 X 72. (O/X), DESIGN PRESSURE •/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74. (O/X). DESIGN PRESSURE •/- SO PSF 38 X 77. MAI DESIGN PRESSURE •/- 35 PSF 72 X 64. (O/X-OM. DESIGN PRESSURE •/- 35 PSF 76 X 72. (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62. (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-Olx-OnO, DESIGN PRESSURE •/-50 PSF J C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOW 46 SIZE/RATINGS; 76 X 62, (O/X-O/X). DESIGN PRESSURE •/- 35 PSF 0- STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING S=VRATIN65: 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF NOTE: ALL GLAZINGCONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENT5 OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. j-- 9/8' Opt. I.6.6IA55 EXTERIOR // INTERIOR 0 MEN. GLASS SITE 1O Vr 1/ 8" SETTING BLOCK GLAZING DETAIL 1 NOTE: L LOCATIONOF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN i' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX, O.C. SPACING SPECIFIED 15 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/ 4' ITW TAPCON ANCHOR 4' FROM CORNERS 16• MAX O.C. THEREAFTER ZX WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS I IVIV NJX EMBEDMENT 11/ 2• AUX EDGE DISTANCE r MIN. EVA \ DISTANCE ` CONCRETE/ MAS ONRY BY OTHERS BUCK IN5TALLATION DETAIL SilverUne aArWmm of 54%Tmxw ORvC woani uewwraw aw 1 t P+:1 16p00 Y i A Z N' - U Q a e ZZ < y t i OC m 7 0, ca & ggc o 0 zUA o a Hz o v m H 4 zM ZW h tuLY An w 0 yup Qo o x Nz 0W6 it: SW0002 5HEET: A OF 6 lr•BUILDING DROPS A Peifect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' r ri 0 - 7 1_ - v T T = 0, : C P: •: Hermes"PMiP.E. Florida No. 73778 6\\) BUILDING DROPS A- Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL*: FL19715 Date: 06/ 14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method ld of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product'has been evaluated for use in locations adhering to the 61h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 61h Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 61h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2of4 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: FL19715 Date: 06/14/2017 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: AAMA/WDMA/CSA 101/l.S.2/A440-08/11 Referenced Data: 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HaliMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FL#: FL19715 Date: 06/14/2017 Report No: 4875 Nailing Fin Installation: A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 J Business •Professional Regulation ram BCIs Home I Lug in I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC staff I BCIS Site Map I Unks I Search I Florida r ®Product Approval IUSER: Public User wv.•cte sRMcr. WY.gi+:n. Product Approval Menu > Product or Application Search > Application Us t > Application Detail FL * FL13192-R5 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Emall 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardle.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle. com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.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 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RIO-2692B-17 ASTM C1186 eaulvalencv.odf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL V Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ Install in accordance with NOA 17- 0406.06 Installation Instructions FL13192 R5 II CemPlank-Installation.odf FL13192 R5 II ER Rio-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 I1 ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 R5 11 NOA 17-0406.06.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathlna.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.2 HardlePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 11 ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 R5 11 ER RIO-2688-17 Plank WSP Sheathing.odfImpactResistant: N/A FL13192 R5 II HardlePlank-Installation.odfDesignPressure: N/A Other: For use in HVHZ install In accordance with NOA 17- FL13192 R5 Il NOA 17-0406.06.Ddf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party. No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathina.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 113192.3 I HardleShingle Individual Shingles I fiber -cement individual cladding shingles Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.4 1 HardleShingle Panel Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R5 II ER RIO-2685-17 Shinale Wood Metal Frame.odf F1.13192• R5 11 HardieShingle-Installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shinale Wood Metal Frame.odf Created by Independent Third Party: Yes fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL13192 R5 11 ER RIO-2685-17 Shinale Wood Metal Frame.Ddf FL13192 R5 11 ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 II HardieShingle-Installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.Ddf Created by Independent Third Party: Yes 1 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R5 -11 ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS 11 ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 R5 11 ER RIO-2688-17 Plank WSP Sheathing.DdfImpactResistant: N/A FL13192 R5 II NOA 17-0406.06.odfDesignPressure: N/A Other: For use In HVHZ install in accordance with NOA 17- FL13192 R5 II Prevall-Lao-Sldlnq--lnstallatlon.ndf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathina.Ddf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Ooclk Next Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida Is an AA(EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement 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 mall to this entity. Instead, contact the office by phone or by traditional mail. U 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. 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 Tb determine If you are a licensee under Chapter 455, F.S., please dick &.EL. Product Approval Accepts: Zhal Credit Card Safe Florida Product Approval Prevail" Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAIL sQu`h' MULTIFAMILY SIDING PRODUCTS Lap Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH o TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: 0 CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Car tanks onCarry edge. P 9 Protect edges and comers from breakage. The manufacturer is notbreakage. for damage mused bPogy 1. Positlon pig sladon so that wbwindwill blow dust aM2y from user andolhersinwor"area. zUse oneofThe following mawds: a. BM I. Sm and map U. Shears ( manual eleft or pneumatic) b. Bend: 1. Dust reducing circular saw egatppppeedd vrith a Harrdebladew saw blade and H10acuum e4 action c Good: I. Dust reducing drcutar sawwkh a Hardleblade saw blade only use lcr low to moderate cutting) INDOORSOUMOORS 1. c using aide and snap, a shears (mama), ebft or pneumatic). LPosiUonaAUngslaUaorinwellw aledama NEVER use a parer saw indoors NEVER use a drarlar saw blade that does not carry the Hardieblade saw blade tradlenark NEVER dry sweep -Use wet suppression or HEPAVaaum improper storage and handling of the product. Important Note: For ma*num protection paves) respirable dust production), the Manufacturer recormnends ahvays using'Besr4evel cutting methods %hare feasible. NIOSHapproved respinalors can be used ld conjunction with above practices to furlim reduce dust exposures. Additional exposure information Is avagable r r ; W you detrnnlne the roost appropriate c methodfor ymajob regdremer. It concern still edsls about exposure letreb or you do not comply with the above pracli es, you should sways consuil a qualilled Industrial hyglenlst or contact lire Manufacturer for further information MIUM GENERAL REQUIREMENTS: Prevail"' lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. Prevall"' lap siding can also be installed over foam insulation/sheathing up to 1' thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulatiordsheathing. A water - resistive barrier Is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and Junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Instal Prevail"' products with a minimum 6' clearance to the finished grade on the exterior of the building or in aocordance with local building codes if greater than 6' is required (fig. 3). Maintain a 1" - Y clearance between Prevail"' products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 1/4' clearance between Prevail"' products and horizontal flashing (fig. 7). Ensure gutters have end raps. Maintain a minimum 1' gap between end caps and siding Figure FI 1Double Wall Single Wall trim (fig. 6). g Construction Construction Install kickout flashing at roof wall junctions (fig. 9). waler-resistive bier lelan bran Adjacent finished grade must slope away from the building In accordance with local d or 24• o.c. max building codes - typically a minimum of 6' In the first 10'. OSS sImIlling Do not install Prevail"' products, such that they may remain in contact with standing water. Prevail"' lap siding must be installed on vertical wall applications only. DO NOT use stain on Prevail"' products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coeflident of thermal expansion and moisture movement of the product in their design. These values can be found In the Technical Bulletin 'Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardie.com. INSTALLATION: JOINT TREATMENT Requlred forFacfory Built ColorAnlsh, Recommended for Primed product) It is not recommended to use caulk at field bull joints. Figure 2 joint Install modes Install factory finished edges together at butt joints. As required by local building code "'Apply caulk In accordance with caulk manufacturers written application Instructions. water resistIve o barrier s listener Install e t 1W starter strip to ensure a consistent plank angle leave appropriate gap between planks and trim, then caulk"' WARNING: AVOID BREATHING SILICA DUST PmvaU'" products contain respirable crystalline silica, wNrh Is known to lire Stets of Caliromia to cause cancer and Is wnsldered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of re splrable slice dual can also cause a disabling and potentlatiy fatal lung disease called slGcosis and has been Inked with crud diseases Some shrdles sagest smoking may Increase These risks. Du m' gg insWlWtlon or handling: (7) work In outdoor areas with ampb venGlaUon; (2) use fibs cement shears br wtUng or, where not leasble, use a Nardieblade sew blade and dust reducing circular sew eltached to a MEPA vacuum; (3) worm oUrers In the immediate area; (4) wear a properly Utted, NIOSI+approved dust mask or resplralor (e.g. N•95) In accordance wflh applicable govemmenl regulations and manufacture Irrsbudbrhs to rth.Ilmll respirable sNca exposures. During dearwp, use HEPA vacuums or wet cleanup methods -never dry sweep For further information, ref. lo our insla0 n Insbudl= and Material safety Dala Sheet avatiable al www.prevallsiding con or by carting 1 g77-2367526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. mm® PR1007-P1/ 4 7110 South CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 3 water feslson barrier _ Maintain a 1/4' clearance between the bottom of PrevailTM products and horizontal flashing. Do not caulk gap. Figure 7 r— siding DD not Caulk 114igap Dashing stud Maintain a 1" - 2" clearance between PrevailTM products and ' ' paths, steps and driveways. Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS`* Maintain a 1" - 2" clearance between PrevailTM products arid'decking material. Figure 5 sldlnp y f TJU1 v"ater resistive banter deck material Jolt shing ledger At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure 6 Figure 9 KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with m step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and (hen come back to install the kickout. Figure 9, Kickout Flashing$ To prevent water from dumping behind the siding and the end of the roof intersection, install a "kiclrout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all Prevail""' lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. stud 24" l O.C. max. stud 24" Figure 10 Figure 11 . 1 1/4' min. water reslsUve O.C. max. T Minimum overlap - :• overlap 1barrieroforBothFacett + r.-" .. •- t and Blind Nailing blind nail i 3/4'-1' o min, 1 1/4" face Hall 0 overlap r t water -resistive water -resistive t barrier 1 1/4' min. t - •-« barrier - overiap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information. visit www.Jlconrine.com. Also see General Fastening Requirements. P2/4 6110 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electra -galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevail"' products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevail"' products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where. ., Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk il add nail do not under oo NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on Prevail'14 products. complying with ASTM C920 Grade NS, Class 25 or Prevail"' products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. CaulkinglSealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulkinglsealant manufacturers written Do not paint when wet. For application rates refer to instructions orASTM C1193. paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Prevail"' lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL"' SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oil/alkyd base paints on Prevail"' products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SO 1 SO =100 sqA) 51/4 exposure) 4 PREVAIL" LAP SIDING WIDTH 6114 7114 71/2 8 5 6 61/4 6 314 8114 7 9114 8 9112 8114 12 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 98 89 86 75 75 56 7 175 140 117 112 104 100 BB 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 187 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 20B 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 lee 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for.over or under ordering of product. RECOGNITION: Prevail"' lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405.17.2; and the 2006 International Residential Codes for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 71110 South 2010 JHTL All rights reserved. TM, 5M, and ® denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at www.prevailsiding.cwm MULTIFAMILY SIDING PRODL P4ra 7110 1 /2/2018 Florida Building Code Online Business 8t rofessional Regulation BCIS Home i Log In i User Registration I Hot Topics I Submit Surcharge ; Stats & Facts i Publications i FBC Staff i BCIS Site Map . Links i Sear. FlOflda Product ApprovalQ' USER: Public User Product Approval Menu > Product or Application Search > Application Lost > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@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 3 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest 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 FL12194 R6 COI ALC1S001.3 2017 FBC Evaluation Report 04 T4 Soffits f nal- d Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:fhvww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 112 1/2/2018 Florida Building Code Online Date Validated Date Pending FBC Approval Date Approved Date Revised 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 sen 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis 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 licen: under Chapter 455, F.S., please click here . Product Approval Accepts: aw mg ®® 01MML https:llwww.floridabuilding.org/pr/pr app dtl.aspx?param--vGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 inZ/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 inZ/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, 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, 6°i Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. JpY( Rr,P'i Q.:•GENSF•. 5e. No 74021 • Cr STATE OF QJ N A, S CERTIFICATION OF INDEPENDENCE 2017.09.01 Z5 - 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) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MOP) were calculated using a 1.5:1 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: a. 12" T4 Soffit— 12-incho.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001. 3 FL12194-R6 Page 1 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 d. 16" Q4 Soffit — 8-inch o.c. Fastener Location If - Fastener Fastener Location Xl 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 204 Approved Systems for 24-inch Overhang with F-Channel 24J4 1 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 pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-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 t40.0 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 3/4-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 diatrip 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. Masonry One (1) 14 ga. 5/8-inch long T nail oo Wood crownstaple spaced 8-inch 0.072- inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap p headdia. trip nail spaced 48- 64.2 inch o. c. ALC15001.3 FL12194-116 Page 2 of 8 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 A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso 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 3/8-inch head diameter Wood 1/ inch crown staple 0.072-inch dia. x min. 1/4-inch r48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head diatrip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MOP No. Width pso 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- t53.3 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 ocand securing each finishing nail with min. 3/16- t53.3 spaced 16- inch o.c. panel lap inch head spaced 12-inch o.c. Max. One ( 1) 3/8-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. 1 3/4-inch long 16F-4 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- t27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48- inch o.c. ALC15001 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso 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 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 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 A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MOP 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 No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 20-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 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. ailshanknailshank x 0.072-inch diameter 12-inch o.c. n 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 Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- 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. 3/16-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.1/4-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 lleg 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 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. 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. CREEK TECHNICAL SERVICES, 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 crown 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 24F4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. 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 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 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 for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 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 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 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16-inch 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. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A ' Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP 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.1/4-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 x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 ininch 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 min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 g1-inch a.'/.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 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. t53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panelg 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 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 under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION 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 Min. 3/8" head dia. nail with min. 1W" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/6" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-18 12F-3 F" CHANNEL wood, Concrete or 9lock wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 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, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I "°n',ETWEEM `, SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4" ; ; DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND ' 0ETVCMI trAMES i PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4" X 1/4" CROWN FACIA BOARD 8' 1-3/4' TRIM NAILSTAPLEONCENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4' x 1/4' DOWN CROWN STAPLE SOFFIT -max. 12-inch span WOOD SOFFlT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER nICTVM ` SOFFIT STAPLE DISC i ; DIAMOND PATTERN I1 DETAIL FACIA BOARD %% air ocrvmii ST3 3/ 4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J- 1 3/ 4- X 1/4- CROWN B' 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4- TRIM NAIL STAPLE ON CENTER PAINTED S.S. screwed to soffit with one(1) A8 x PAINTED S.S. 48 FASCIA CAP 1/ 2• x 3/6, head diameter screw, D. C. 3/ 4X 1/4- 16 • O. C. CROWN STAPLE SOFFff—max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L 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, LLC ALUMINUM COILS, INC Soffits Appendix B ' System No. Installation Detail I f' TRIM NAIL FASCIA 80ARO PAINTED S.S. FASCIA CAP SOFFIT 1-4- CROWN STAPLE OPEN RAFTER fASCUI 80AR0 N G6 sir axea 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT 1 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 1!4" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/9" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM EO SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 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, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 70:T `, SOFFIT STAPLE OPEN RAFTER 3/4' x t/a' ' ' DIAMOND PATTERN I i D ETAI LjElCROWNSTAPLES USING A DIAMOND ; 7e WT1E°'1 srs i PATTERN FACIA eoaRo FASCIA CAPL16F-4 All 3/4' X 1 /4- CROWN FACIA BOARD 1-3/4' TRIM NAIL e' r_"F' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHE0C NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFR- max. 16-inch span TMWOODSOFFIT SUBSTRATE SOFFIT &FASCIA D ETAI L ALC15001.3 FL12194-116 Page 6 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT P4" CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4- CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL LAo FASCIA CAP; REFER TOSOFFIT i FASCIAODETAIL 8 F' CHANNEL 3/8 SOFFIT: MAX. 16' ISPAN H 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, LLC System No. I Installation Oetail 16J-1 OPEN RAFTER 3/4' X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN ANNEL 1-3/4' TRIM NAILJ POINTED S.S. 48' O.C. SOFFR-max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3M rV `1 SOFFIT STAPLE DIAMOND PATTERN I FACIA BDARD DETAIL ST v[3 1 ASCIA CAP 3/4- X 1/4- CROWN 1-3/4' TRIM MAILa' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 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 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. rq' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1'e1' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 8 24F-4 1'4' CROWN STAPLE FASCIA CAP: REFER / \ TO SOFFIT Z FASCIA \ DETAIL" Z Nooinal 3 6,1IAnchoredtoSOFFIT; MAX. 24' e If-CMANNEI Ratter with oni7d Ring Shank Nail at W000 SUBSigATE every Ratter I SOFFIT STAPLE OIAMONO PATTERN ALC15001. 3 FL12194-R6 Page 9 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, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 TRIM NAIL fASCU BOARD PAINTED S.S. 14' SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT 1'.4' CROWN STAPLE 1 f' TRW NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1'-I' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA OErA& Nommal 1 Y SYP Batten Anchored to SOFFIT; MAX. ?L' F-CHANNEL Rafters with one Id Ring Shank Had at every Railer MOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 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, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 146A ' T-HALLS I FASCIA CAP i SOFFIT 1'.4- CROWN STAPLE 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA OETAIL 2417-3 & 2417-6 I'' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT A FASCIA DF1All Nominal rxr SYP Batten Anchored to SOFFIT; MAX. 24- F-CHANNEL Rafters with an* Id Rag Shank Had at every Rafter MASONRY ALC15OO1.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-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 1t' TRIM NAIL FASCIA BOARD PAINTED S.S. P4• FASCIA CAP STAPLESAPLES USING A DIAMOND SOFFIT PATTERN: REFER TO CANTILEVERED rrj' CROMN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 TRIM NAIL FAINTED S.S. OETAIL 24J-1 8` 1'4' CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT l FASCIA oo DETAIL NpNnel V A r SVP bell no 8• eteUbetl en ranee and SOFFIT; MAX. n- 11 I 1 3/9l J-CMANNEI econeswedwithahoone (t) 7d fat0 1 IIshanknailebafpht•nalled Ithfau0hthefallerIntotheand WOOD SUBSTRATE--,---' UBSTRATE of the batten or two (2) 7d stunk nods too-naeod on eMer orde of the bottom at the batten/rafter Intersection SOFFIT STAPLE OIAMONO PATTERN ALC15OO1.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61(32O-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 DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V„u is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 1 -37.9 42.2 46.8 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 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 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 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 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 ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR ofghtft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 1 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 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 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C - it Bumi lding Mean . eHeilitft124 Desi 0 n),Win_d,P essuL'esSfoSoffitsin Ex 1*30 140 osu esD'";,. Basic?VVin,'d'S eed' 150 x 1.60 r.=:-;' m h . MU 1P an 4 180, vt :190 > _ 200! Enclosed 4 20 26.0 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 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 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 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. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" — r 1/8" HEM 15/8" T -T 3/4" 3/8' ISOMETRIC VIEW 3/E- PROFILE ISOMETRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/81, 1/8" HEM 6"FASCIA 7" BLANK 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" 04 Soffit 18' BLANK 3 / 8 PROFILE 2 114 RU o 000a 0000 aoaa ooao , oaooa 0000 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 ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 1 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE T ur KF o sr TVP 0 29 TYP o.1s• TVP 000a 000 00000 000 00000 000a END OF REPORT 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. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr. Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 67" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TSTI577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in Ain.ft for the 'full vent' configuration and 4.2 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, 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, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Yt IR 1/ AIq i tiP.•',c' ENS*-.. No 74021 STATE OF :BUJ CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 041001 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) ALC15001.3 FL12194-116 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A - The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to 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: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 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, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location I[ - Fastener Fastener Location 1.,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-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 t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head diatrip nail spaced 48- 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. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o c. 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 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 pso 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 3/8-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 inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso 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- t53.3 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 with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-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. 1 3/4-inch long 16F-4 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 36.1 spaced 48-inch o.c. ALC15001.3 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MOP No. Width pso 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- 1o. -inch leg staple spaced 0.072-inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MOP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J 1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 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 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 No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch ox shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. 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 Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- 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. 3/16-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.1/4-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 801 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 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. ALC15001.3 FL12194-R6 Page 5 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, 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 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple 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 24F4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. ailshanknailshank One (1) min. 1.75-inch each panel lap 16-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 1 x2 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 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 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 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 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 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 with 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. 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, 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 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.1/4-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 x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 ininch 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 min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 g, - a . /. 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 ox and finishing nail with min. t53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75 lap 16-inch o.c. 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 under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other - product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B ' INSTALLATION Note - Refer to the APPRoveo SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 8. 12F-3 Min. 3/9" head dia. nail with min. 1W engagement(for wood aubscrace) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(ior concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) MIN STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L—PAINTED S.S. 1 3/4" TRIM NAIL 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 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 ALUMINUM COILS, INC Soffits Appendix 8 System No. Installation Detail n„ `I SOFFIT STAPLE OPEN RARER 3/4• x 1/4• ; ' DIAMOND PATTERN DETAILjElCROWNSTAPLES; BUM") I USING A DIAMOND sr vtu i PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4- X 1/4• CROWN FACIA BOARD 1-3/4• TRIM NAIL a" STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48• FASCIA CAPINSTALLEDWITHTHED.C. C NAILING FLANGE UP OR 3/4• X 1/4• DOWN CROWN STAPLE SOFF7T- max. 12-inch span W000 SOFFIT SUBSTRATE SOFFIT &FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 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, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER VV VM 1 SOFFIT STAPLE GIST DIAMOND PATTERN I I DETAIL FACIA BOARD > .trwcn i STAgL3 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4- X 1/4- CROWNCIA B" 1NEL BOARD 1-3/4" TRIM NAIL STAPLE ON CENTER 4S.S. PscrewedtosoffitPAINTEDone(l) N8 x S.S. 48"with FASCIA CAP 1/2" x 3/8" head diameter screw, O.C. X 1/4- 16" o.c. WN STAPLE SOFFrr—max. 12-inch spanS W0o0 OR BLOCK SOFFIT & FASCIA SUBSTRATE o ETAI L ALC15001.3 FL12194-R6 Page 3 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 1 t' TRIM NAIL FASCIA BOARD PAINTEU S.S. CAP SOFFIT-1fASC1ASOFFIT 1-4. CROWN STAPLE OPEN RAFTER FASCIA BOARO II 615/r I-= 16F-1 SOFFIT & FASCIA 16F-5 DETAIL fASCIA CAP; REFER TO SOFFIT i FASCIA OETAIL 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 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. 16F-3 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/8" head dia. nail with min. lA" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block wall FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. 1—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RA1fTER,,, 3/4• x 1/4• ' I ;DIAMOND PATTERN DETAILCROWNSTAPLES1` r USING A DIAMOND —+JE/reuvwl srxwrs i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4• X 1/4• CROWN FACIA BOARD a• 1-3/4• TRIM NAILr7'F' STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAID S.S. 4a• FASCIA CAPINSTALLEDWITHTHED.C. NAIUNG FLANGE UP OR 3/4' X 1/4• DOWN CROWN STAPLE SOFFIT_ max . 16 -inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 6 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM MAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT T,4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1-4- CROWN STAPLES SOFFIT &FASCIA USING A OIAMONO 16F-2 $ PATTERN; REFER TO DETAIL SOFFIT STAPLE _ 16F-6 DIAMOND PATTERN / \ DETAIL FASCIA CAP; REFER \ To SOFFIT t FASCIA F' CHANNEL DETAIL SOFFIT; MAX. 16' I 3/8 SPAN M\ / 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, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER WV NCTWM ` SOFFIT STAPLE D1ST DIAMOND PATTERN DETAILLWrFACIABOARDKrvmri 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-13/4- X 1/4- CROWN 1FACIAe- BOARD 1-3/4- TRIM NAILPAINTED STAPLE ON CENTER P—CHANNEL JS.S. S.S. 48- FASCIA CAP O.C. 3/4- X 1/4- CROWN STAPLE SOFFrr—max. 16-inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t• TRIM NAIL FASCIA BOARD vAINTEO S.S. 1-4' CROWN FASCIA CAP STAPLES USING A OIAMONO SOFFIT PATTERN; REFER TO 1-at- CROWN STAPLE SOFFIT STAPLE OIAMONO PATTERN OE1A0. I I- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-1 & DETAIL 24F-4 1-4• CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA / \ OXTAIL Nominal 1-a2' SYP C'^T Batten Anchored to SOFFIT; MAX. 26- F-CHANNEL Rafters with one Id Ring Shank Nail at every Rafter M000 SUBSTRATE SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 Page 9 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, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail TRIM NAIL FASCIA BOARD PAINTED S.S. la' SMOOTH SHANK I FASCIA CAP ROOF MAILS SOfflT I'4- CROWN STAPLE 1 t' TRIn NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F_2 & DETAIL 24F-5 I-4- CROWN STAPLE FASCIA UP; REFER TO SOFFIT & FASCIA DETAIL Nominal rxr syP 8atlen Anchored to SOFFIT; MAX. 74' F-CHANNEL Rafters vilh one Id Ring Shank Nail al eery Rafter WOOD SUBSTRATE ALC15001.3 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, LLC ALUMINUM COILS, INC Soffits Appendix B ' System No. Installation Detail I t• TRW NAIL FASCIA BOARD 146A i• T.NAllS PAINTED S.S I FASCIA CAP VSOFFITI PQ• CROWN STAPLEI I t• TRW NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA OETAIL 24F-3 & 24F-6 I•e!• CROWN STAPLE FASCIA CAP: REFER TO SOFFIT t FASCIA DETAIL Nominal 1•ar syP Batten Anchored to SOFFIT; MAX. 24• F-CHANNEL Rafters with one Td Ring Shank NaB of every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 614320-3. 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 1f' TRIM NAIL FASCIA BOARO PAINTED S.S. raJ- CROWN ---\ FASCIA CAP STAPLES SOffIT USING A OIAMON0 PATTERN; REFER TO CANTIIEVEREO CROWN STAPLE SOFFIT STAPLE RAFTER OIAMONO PATTERN OETA0. FASCIA BOARO SOFFIT 8 FASCIA I f- TRIM NAIL PAUITEB S.S. DETAIL 24J-1 & 1'rJ- CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT i FASCIA oo DETAIL eNOrnlnat11arSYPbattens scabbed between rafters and SOFFIT; MAX. 24' j/e 1-CHANNEL ecsuroa wananone (t) T'e rin8 anank nau straght•naueo Or ugh the rafter into the and! WOOO SUBSTRATE of the batten or two (2) Ta ring stunk nNs We+wileo on e1 ter able or the baaem at UM battenfrefter Intersection 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. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vw is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 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 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 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 ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR Mfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 1 -69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 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 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 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 ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean R offHeight Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 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 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 1 -70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 F 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 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 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. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 315' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/81, 1 1/8" HEM T 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 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 16" 04 Soffit oisT" o.IrsT" 18" BLANK 3 / 8 PROFILE ivrM o 0000 0000 00000 0000 00000 0000 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 ALUMINUM COILS, INC Soffits 3 1/8" 7/8" 3 1/81, 7/8" 3 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" M3/r QZV "F o 1MM 13.75" BLANK 3/8" PROFILE 217V RU aaoo 0000 0000 oa000 0000 ENO OF REPORT 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. 1/2/2018 I Florida Building Code Online BQS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 88 Facts dbor ®product Approval o USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.hamer@salnt-gobain.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 I I Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Bu ilding%2OCode%200n line. html 1 /2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 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 sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395, 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wl: 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 Iicen! under Chapter 455, F.S., please click here . Product Approval Accepts: file:///C:Nsers/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: 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 Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6`b Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 2507.2.7.2 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code 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 or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 09/0512017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or 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. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIER'D ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6th Edition 2027) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Z. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 1OCA41303 10/07/2010 UL (TST 1740) ASTM D3161 1OCA41303 10/08/2010 UL (TST 1740) ASTM D7158 1OCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC ( TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC ( TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization # 9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S1-SB47 Revision 13: 09/05/2017 Page 2 of 22 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20"', XT"' 25, XT"' 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont*, Belmont® IR, Carriage House ShangleO, Grand Manor ShangleO, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark"' TL, Landmark"' Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris"' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate"' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot"' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest"', Cedar Crest"' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to V,,d = 150 mph (V,,,, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP i adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d =150 mph (V„I, = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7258 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 150 mph (V„i, = 294 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 QOTRINITYIERD' 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / 11905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or 11905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1521 or R908 and CertainTeed published installation instructions. 6.4 C•T20TM, XTTM' 25, Xir— 3'o xj7r3 301R: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" 305 mm) 305 mm) (305 mm) 1"(25mm) 1"(25mm)( i Sealant 1 5 5/e" (145 mm) 5 r/?^ rnvod METRIC 131/e" 131/e" 131/e" 1"(25mm) Sealant 1"(25mm)-i T Figure 113: Usefour naNsfor m7full sb1h& Use four nails and six spots of asphalt roofing cement* for every full shingle ( Figure 11-4). Asphalt roofing cement meeting AM D4586 Type 11 Is suggested. Rooling Cement Apply 1- (25 mm) spots of asphalt tooling cement under each tab corner. Figure 11.4. Usa four nails andstr spots q%aspbaU cennwt on sleep sfopes CAUTION: Excessive use of roofing cement can cause shingles to bllsler. 6. 4.1 Hip & Ridge for CT20'", XT" 25, XT" 30, XT" 30 IR: Cut Shingles ill 25 mm It,[—2" (50 mm) rRemove,^ 441 t 1t 11— — — — 1V — — tl2" 12 Cap Cap Cap 305 mm) Shingle Shingle Shingle 1 Figure 11.24. Cal labs, Then lrhn back to make cap sbingles Engltsb dinrenslons sboum). 1z ( 305mm)r Eases mml oo SSta SNOW °d0 \ a Figure 11-25. Installation of caps along Me bips and rk/ges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "SonolasticO NP171A" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R33 CertiJlcate ofAuthorirotlon a9503 6'" EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 652-5847 Revision 23: 09/05/2017 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SE nails for every full shingle located as shown below. 25 mn) ,• (25 m,M — No Une ' Rau Lim , Figum, Z: Use six »ails for ccen fill shi»glc. Q0TRINITY I ERD STEEP SLOPE Use SIX nails and FOUR spot+ of asphalt roofing cement for every full shingle as shown below Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting jWM D 4586 ape 11 is suggested. Henn 3: Use six nails anAfanr spors of aspbaA roofing cament on steep slopes. Hip & Ridae for Arcadia"': Cedar Crest'", Cedar Crest'" IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NPi" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. p3mm) ' f(305 12, o I Exposure —T Hand -sealing adhesive 4" 114" 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (620) 652-5847 Revision 13: 09/05/2027 Page 5 of 22 6.6 6.6.1 6.6.1.1 6.6.1.2 6.6.1.3 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. P0; ® r WWAI o AdddiwW Nib d MgUiMd. 5W 116 QOTRINITYIERD' Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 1 T 1' (25 nrn) Roormg Cetnnq Hip & Ridge for Belmont® or Belmont* IR: Option 1: For Belmont*, refer to instructions herein for Cedar Crest"' or Cedar Crest"' IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar Crest"' IR hip and ridge shingles. Option I: For Belmont*: Shangle* Ridge 12• 18• RemoveExposure tape from the right side g•` _ I and fasten SECOND Fasten theRemoveleftSide8518-/ RIGHT This Tape FIRST % LEFT Figure 17-19.• Installation ojSbangle® Ridge shingles Figure 17-18., Sbangle* Ridge. on bips and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic* NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 652-5847 Revision 13: 09/05/2017 Page 6 of 22 6.7 Q0TRINITY I ERD LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and three spots of asphalt roofing cement for every U.a Qve nails for every full 5hangle. full Grand Manor Shangle. Use five nails and ihnxe spots of asphalt roofing cement for every full Carriage Ilouse Shangle and Centennial Nlaie. Apply asphalt roofing cement 1' (25 mm) from edge of shingle Figure 17.5). Asphalt roofing cement meeting ASfM D4586 T1pe If is suggested. 25 mm) I (25mm) 5/6" 85/g" 16 mm) (220210. , mm) 25 mm) 4]L. MgS•• figure 17.4. Use firs nalLr jor errr' fuU Crand AlanorSbangle. 5 Carriage House Sbangle, or CenrearrialStale. 16rem) j (Mrem) Figure 17-5: Wben rastaUtng Grand dlanor Sbangies on steep sloprs, use set'en nabs and tbrrr spots ofaspbap roofing emirat 6.7.1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shanele: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 17, 305 mm) --(375 mm)- --(305 mm)- i asarsror searw o acrrrsr ncra rroeaw 1"(25mm) Release Tape 1"(25mm) I -- 11/ z" NailableT . Area LANDMARK TL NorthGate: 131h" 131, 13'/2" 1 -( 343 mm)-- (330 mm)——(343 mm)-j I-- 1" (25 mm) 1" (25 mm)--I -- VA OR, Fignrr 13.4. use four wads jor erm7-fall sbiu#e. WE NNLL40 I 14314' 1r lR + ( 306 mm) - (375 mm) f (305 mm) r Naiing Umib 1' 125 mm) pper nal We 1' (25 mm)--e. f er nM Ine HaIng areas for for and sbndard slopes (from 2:12 to 21:12) Naf between upper 8 baer bias as shown abom Exterior Research and Design, I.I.C. Certificate ofAuthorkotion#9503 6" EDITION (Z017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 353Z.09.05-R13 FL5444- R12 Revision 13: 09/05/2017 Page 7 of 1Z STEEP SLOPE Use six nails and four spots of asphalt roofing cement for even, full laminated shingle. See below. Asphalt roofing cement should meet ASTJ1 D4586'iype II. Apply I' spots of nsphali roofing cement uncle each corner and :if about 12" 10 13- in from each edge. METRIC DIMENSIONS 12" +-143/4" 12" 305 mm) (375 mm) (305 min) arl:r iimu nugae s woac 1"(25mm) Release Tape 1"(25mm)- Nail Area For Steep I"-- Ir 25 min) I — — — — (25 mm. Rooling Cement QOTRINITYIERD LANDMARK TL r( 131/2" 13" 131/2" 343 mm) (330 mm) (343 mm) F'-1"(25 mm) 1 "(25 mm) I Figure 13 S: Use six nails and four spots of aspbdi roofing cement on steep slopes NorthGate: STEEP 12' 1 "4" 12' SLOPE 1-19ns mml-- Imo— 197c — i - r --t3nS rr Nailing areas for steep slopes (greater than 21:12) and "StonwNailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark'", Landmark" IR, LandmarkTm Pro, Landmark`" Premium, Landmark'" TL, Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6.8.1.1 Option is Shadow Ridge'" or NothGate Accessory 12' 97X 305mm) (250mm) 8, 6, 415/1G 415/16' 150mm) (150mm) ( 125mm) (125mm) F1 Notch for Centering 17 \ 131/4' 15" Notches for Alignment to the Top Edge the Previous 337mm) 7of Cap for 5' (125mn) Exposure m) LI English Dimension Shadow Ridge — Exterior Research and Design, I.I.C. Certificate afAuthoriration #9503 6'" EDITION (2027) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 75/8' 196mm) Metric Dimension Shadow Ridge' Evaluation Report 3532.09.05-R33 FL5444-RIZ Revision 13: 09/05/2017 Page 8 of 1Z 9 27W 250 mm) 415MC (125 mm) Centering Notch 13 1/4' J337mm) \ Align these / notches to top edge of previous course NorthGate Ridge QOTRINITYIERD 13 1/6" f- 6—( 33 3{mm)— I 5/8'- I" .- 8 mm) 168 mm16) T Centering 7 5/lr 131/4' Notch — 194 mm) 337 mm Align these 1 7 518' notches to top (194 mm) edge of iprevious course. NorthGate Accessory ir 305mr') WI LayingNoteh I .I I r,,,12Sure> I Figure 1,3-20• Use laying nokbes to center sbtngles on btps and ridges, and to locale the corrwi exposure 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.2.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar CrestTM IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-R33 CertifcateofAuthadroNon#9503 6'" EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2027 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing h 40' Guide tines (1016 mm) 5114' — 133mm) • • • 141/4' 11/2' 38mm) (362 mm) NOTE: Apply nails on painted guideline. Figure 16-6.• Fastening Praldendnl and Frai4nilal TL Sbnbe sbing/es on lord and standard slopes QO-rRINITYIERD STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle lab. After applying 5 nails in between the nailing guide tales, apply 4 nags I' above lab cutouts maldng certain tabs of overlying shingle cover nags 1 1. 1' diameter asphall roofing cement Figure 1&7: Faskming Prssidmilal and P esldentinl M sbabe sbing/es on steep slopes. 6.9.1 HMI & Ridge for Presidential Shake'", Presidential Shaker" IR, Presidential Shake TV"', Presidential Solaris""• 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced In Birmingham, AL is 12' x 12"; Portland, OR produces 97/s' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic' NPir" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest"", Cedar Crest"" IR hip and ridge shingles. 6.10 LOW, STANDARD AND STEEP SLOPE: rigare 15.3.- ruslrning11a11rmsSbingirson Lon• and Mandard.Vopm For low and siand rd slopes, use fire nails for each full Ilaricras shingle as shown allow. t=1own — — 1=)- rrgrur 15.1: ragrubg 1&11 •s 8b1*rs w Xi-p Voper For steep slopes. use fire nails and eight spas of asphalt roofing cement for each fug 11211eras shingle as shown abort Apply I- 15mm) dlameier spas of roofing cement (AJTN n 45661}pe 11 suggested) under rich lab corner. Press shingle Into pber, do not C.%pDSC Cement. CAtMON: 7bo much roofing cement can cause shingles to bfisim Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-R33 Certificate ofAuthorkation #9503 6'" EDITION (Z017) FBC NON-HVHZ EVALUATION FL5444-R22 CertainTeed Asphalt Roof Shingles; (620) 652-SB47 Revision 23: 09/05/2027 Page 20 of 22 QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option is Accessory for Hatteras r dM- 3 Figure 15-14: 18 tbree piece rmits separate to make 54 Hatteras Acz awry sbingle& 6.10.1.2 Option 2: Cut Hatteras Shingles 9,. 230 mm) I I I Fa en 8' 18" (460 fnm) e 4601 ( 203 mm) r s d?5 cal Cap Cap Cap Cap • Shingle Shingle Shingle Shingle 2 Figure 15-20.• Cut Hatteras sbin& to rnake coder cap. Figure 15-21. Installation o/ caps along bips and ridges 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPl'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: 10M 1 wo.a 1 gm-4 I tm..t M M"-Dade ngduu nabb (Mo mils indNhO ow ardor D&W Is down) Ftgure I1.3. Use FM nails jorermy Hlgbkod $Yale sbrngla STEEP SLOPE - Use FM nails and EIGHT spots of asphalt roofing cement* for each full Highland Slate shingle. For A11aml-Dade, SIX nails are required. Apply i' diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASTDI D4586 Type U is suggested. Mwn:Dedenga" SM rMe (two mb dsbd av awo, uaM O a dww. Higrae 11-34.- Use fna nails and elgbt spots of ao oll rooting cenrtnt under eacb tab cones CAUTION: Messire use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for H(ghland Slate'", Highland Slate m IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-Ri3 Certificate ofAuthorisoNon #9503 6' EDITION (2027) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 652-5847 Revision 13: 09/05/2017 Page 22 of 22 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle located ;is shown below. Want aim 1 156 mm) 13-i2' - - -- 13-Iff _{_- ,iIA' M-4 (Mmo (Mr" QOTRINITYIERD STEEP SLOPE Use FOUR nails and four SPINS of asphalt nmfing cement for every full shuigle as shown Wow Asph:dl r(x)rmg ceineul meding ASfM IA5W Tylx: II is suggested. Apply l'(25 nun) spots of asphalt roormg cement as shown. CAUTIO\: Excessive use of nx),ring cement can cause shingles to blister nw'""1 i •_ c T Reotlea Cement I`am=) + (M ' ti v'i 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar CrestT", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city; state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 2507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authari:atlon 09503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1 /2.'2018 Florida Building Code Online o. Of0`.4TnI o Business 8 Professional Regulation w...— MY Home Log In I User Registration I Hot Topics I Submit Surcharge I Stats 9 Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear, b a Product Approval IUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-118 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 Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Ft 12328 R8 COI TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavmen final -Rd[ Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https:lAvww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtF2AezuaggOtAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL it Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.gdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001-4 2017 FBC Eval Report TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underiayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.gdf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001-4 2017 FBC Eval Report TAMKO Underiavments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underiayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports 12328.5 1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.Ddf Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes https:lAvww.floddabuilding.org/pr/pr app_dti.aspx?param--wGEVXQwtDgtF2Aezuadg0lAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htta:/twww.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6'" EDITION (2017) Issued October 19, 2017 TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKOV Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOV No. 15 UL Asphalt Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-RB Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOV TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40"17. b) The minimum application temperature of TAMKOV Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOV ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturers recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOV TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shln les Roofin Shakes Shingles Concrete Tile TAMKO® ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOV ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKOV Moisture Guard® Y N N N N N TAMKOV No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKOV No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOV No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOV TW Metal and Tile Y Y N N N Y Underlayment TAMKOV TW Underlayment Y Y N N N N TAMKOV TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-RB 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES in& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01 1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC 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. R. p9 F No 74021 cr= STATE OF : 44 0R1OP N 0 N A' 01 CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 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. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: Quality Assurance: SCOPE TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com UL LLC (QUA9625) Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKO® Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKOO Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOV No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOV No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturers installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOV ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOV ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOV ASTM Tile N N N N N Y Underlayment TAMKOV Master Smooth Y' N N N N N TAMKOV Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKOV No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOV No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO® TW Metal and Tile Y Y N N N Y Underlayment TAMKO® TW Underlayment Y Y N N N N TAMKOV TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-RB 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 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 COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments 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. R'I P1%'Ifi 9iF'•, No 74021 O'.• STATE OF : A, p.: Z . ii #*"% 9'O N A; % ;. CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 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. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/21 018 Florida Building Code Online fit MIPP rAIT- L'= BCIS Home I Log In I User Registration I Hot Topics ( Submit Surcharge I Stats 9 Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear jda P Product Approval USER: Public User 1'P — .... Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL3792-R10 Application Type Affirmation 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 Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes • No N/A Product Approval Method Method 1 Option A I I Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1 /3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 Summary of Products ___ ___--- I i FL I Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be 3792.2; I`730 Roof Louver, Limits of Use, Approved for use in HVHZ: Yes Approved for use outside_ HVHZ_: Yes Impact Resistant: N/A; Design Pressure: N/k Other: 1. Refer to applicable building codes for required, ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model,_ 730,750,770 Roof Louvers shall not be installed on roof m_ ean, heights greater than_33 feet.; Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 11 certification Agency Certificate;_ FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1, Quality Assurance Contract Expiration Date, 08/16/2021i - - - - Installation Instructionsl _ FL3792 R10 II Lomanco 700 Series - NOA 16051.02.8.od( Verified By: Miami -Dade BCCO - CER Created by Independent Third Party:) Evaluation Reports! FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odfr Created by Independent Third Party: Yes) Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 I1 Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16053028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16053028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes 8`ack N L The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement •: Refund Statement https://floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAME MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY 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) www.miamidade.eov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 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 designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) 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. 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 No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. Ay% NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-5 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of l 6". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT DETAIL B I I I 11.00 750 SERIES LOUVERED ROOF VENT i A 9 1S. 91 NOA No.: 16-0510.28CMIUAkMWADEC=OU Expiration Date:-05121 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 t DETAIL C 11.00 16.CM 1 750-S SERIES LOWERED ROOF VENT 12 4.e NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAW MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY 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) www.miamidade.Qov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 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 designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) 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. 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 No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AYA_ NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering MDC-98&99 PRI Construction Materials LOM-013-02-01 Technologies RRWA-001-02-01 Test Name Date TAS 100(A) 03/ 16/95 TAS 100(A) 05/21/07 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 zzzzz j FFF] 700 SERIES LOUVERED ROOF VENT zzzzz j FFF] 700 SERIES LOUVERED ROOF VENT 4 I 20. r 111 115.33r I 1 5 .,3,3 t L DETAIL B 750 SERIES LOUVERED ROOF VENT 91 A_0 1 .t NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C r 16-cxo 750-S SERIES LOUVERED ROOF VENT I— ,9 ; 4.9t NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 27,251Lr 1 a.33 T I I 23_0G 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAW MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY 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) www.miamidade.gov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 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 designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) 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. 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 No.] 5-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. 3YA- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Descriotion Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with l'/4' aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT 4 L DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER a ail-" NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 11.00 J 1 h-rm 750-S SERIES LOWERED ROOF VENT 12 4.9 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j 12y .1wr11 Lr I1-. 33 DETAIL D 750- E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Comments Archived Product Manufacturer CAST CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI 318 2014 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Date Validated 21/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products` FL dl Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.Ddf Approved for use Outside HVHZ: Yes F1158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 II NOA 17-0821.18.odf FL158 R10 II NOA 17-0821.19.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: rack rigxt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: BSD-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send elect; nIc mail to this entlty. Instead, contact the office by phone or by traditional mall. If you have arty questions, please contact 650.467.1395. 'Pursuant to Section 45S.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 emalts 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. la determine If you are a licensee under Chapter 455, F.S., please dick hem. Product Approval Accepts:, rNER® Credit Card Safe M IAM MADE MIAMI-DADS COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Waml, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vnvw.miamidnde.goy/ec000mv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 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 AM (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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. 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 revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar,,P.E., M.S. NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet I of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Pco-rino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report on flexural testing on 4", 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002, 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Superybor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/23/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details". sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing Xo. LT4612, titled "Cast -Crete 4") 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Deparlmenl of Permitting, Environment, and Regulatory dffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifidng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (Ra. E. MATERIAL CERTIFICATIONS 1. None. C-ffpfiny- A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Datc: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Dratiidng No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P,E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrtno, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. U' Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 a HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4"'SOLID LINTEL DATA TABLE Vicr i[tliQFirE7Jd°L1FtL""d mm ii rr"rertWMAiLVX:,A', A, AmuCrcm R" PRFCAST U-1_INTFL DATA TABLE ET 7[L7fII T` l iFhc-'lEaL7L10 4ry rTr. A ar[a r:L rc,v 1 etlt•l urs r+ r ;a u rau rnli vt2.tir ram wAr ru GF @0sill rt.tLL':: r FM OrAuJrfr37rLLL"'.IfIaTIAi/ Lf9LTe.77rlyd'il:ILltlMMMMU iA" rT"7 Eil ru:s_iral r/.TlOI rlsa ri"d tl ravR nsunrlm lrrrar l l rT.lrraR7 r4'z-j FT;nwnwFL, 11IAMMR FULLrr1fr•.C7 rmn r11C i F'?7 F31 f E1:.L' :f f f iC'J r RAJ rm 0 fr_G71[''7 l l liL' :1 W25A, ME—l' rr--A r27 t1, rrajr"wumrEPEu rFL-0 rixa2L ring" rt'z11o"193M F r2a rf c+ra 127 PRECAST W/ 2' RECESS DOOR U-UNTEL DATA TAB1 TYPE `r TYPE 'A" STIRI vw,oW E Till wAMUU T 9W=M= a FWWW M rMOOW AeFW" a 0 rmlw 019 ma Arlo= CLUM CAST-com =6 uc SrrMCM @MW Tps 0O ASTY Aua 04 µ. AM P mu 4. saw= am=. 0 Am n m 0rN . S to am 40 AMU MN L F010 TR TOM MM Ar UMM MWn AM 0r000 MW ONE= MVI01d M1.UOr rY IOO Yl 0 OFl AM u M FM am®m'Om uwn mU'o r"OMM-fV UrFXMW 6A fe 300 FM Iml A 00 MWO IMM . A, M TQ =Fft CA0 rAiOV= MM IMO omm 4m a" R Wr on cm riO 10 K rll= IA7• M0 Tm f OMAM rm Go ca i r me r0 mml Qvw mm Ai10m r FOOL S•S`''(3 YA PRODuCru mm CJ •' CEN ' .010 D pu g a1m11nPlai 0.4 /8mvtmoaIa40 3 0 is Fly./ F //'!.= cRAIQPpRAIiVoc SORI Gt•. 8324CR679 r`S'Oruet 6C ••' SffF M R 3M MF I"1IH:[H 4:17:ram:lavxl OF -- - YAYIi E7 9I 5 r GENERAL MaiFs Q Y0lsdds 04- Wd• Id led a q sgore o adl+ 1prWO M v miWnam'sl n0a ve A911 AOIS so- molar pa ASW . type Y or O AN are kd Wis bmd al aldoforMIWypwoe4la4amWb.wfi* E>II'IOWG met bobtowb !0% m U•'ba ft kn% b tra tam 4 1/2 aches. 3) Radre OA mwW bad seal head pbtR 4) Ills waba In paldbm bfoab IM peraa ods0al to gads 4) taw addrd lg.! Ec c ./ a ai°uete8)`=t pl lrmw 5) Al blob Get a good MO ddhitlot< EImms Udd typo Ode IM T ' h bper swab a ®Gad t/100 *fe" cob k ldo Idto ambbmv mseGq W IWIM 0o0AebWdo 4) sbom ad 11" are rapimL 7d 7) 4• aaW bleb a a bzWW •/ 4bmebe bwbodd ad b• !waft vwlbd b) ull:t adadwmd it =I mall •0 U. wblee6nel t} m Tdaa tbmd sb%.iad,& bd fmmto". ly 10) NA . FOd IbW 11) Glom Gold odW abar Is be laoalsl d 1M 6oUar d 1hs Add adp. w arcaao it WAra0dWMwwkdow warmi 6-I 6y owmu d 0e WWI le 1 lbs alder arm d adds Indelbd b ulnhr ry too• drA twa a 00*4 al do= apW b amudme(otrM A 0- OOmcr 4P, a•Oe9• 14) barb d" a d ar b0. emnOC•d-ke3 rdF . tdoffiO MlMAffA App9i 1a0a1 b4 4 Aoplel bm"Aw led S IA Salo ••r0bd boa Wo bdme!d bad Is) Fd, ampodh Told b*w nd dm% as ado Iwd ban mi kw bdpM am 16) Flor Wd bnplhb not alma im ab tad ream ad ImooW baplh shaa 1)) sere bade we aya6ped do." ba4 10) Salo bob bag a rollad 4Wpo wolpd per 14 bdao W6 r/O 31 10) A mm bansd oo ( abmo Ua mEd Sa d odeLP bdaeWillimdsx,:• . SE W tAOERAL law MES FOR taw WN lr FOR FApI ADOIIp 7 CE0CJN y'.1 )nr FtU COURSE I/2' MR TV Yi;i a• IBM FOR Y UNfE15 GR40 or Qm0 PRODUCT RRVISUD o cvw0* 61d1b 1ba fls 4d AvW•aoI& 4'•aowle)TOde a q dr/ TYPE DOG NAMOK r atm ewlaWr/ s-ueblm 6T 1 12 16-2B/ 2T K Qd aa nal K leend • smro ra r teal 4S8 mxr OR® N w wN sm0wo 7ae s' t•m SAFE LOADS FOR 4" SOLID LINTELS Wr 4 lolm GRAVITY TYPE LENGTH 4S8 3'- 6' (421 PRECAST 1180 4'-Q' (48' PRECAST 959 4'-8' (541 PRECAST 769 5'-10'(701 PRECAST 460 8'-' (An PRECAST 360 7'4- (90' PRECAST 260 9'-4' (1121 PRECAST 156 10-0(128' PREi'iliT 116 12US4"-444n UPLIFT LATERAL TYPE LENGTH 4S8 4S8 N-C (421 PRECAST 687 371 4'-0' (451 PRECAST 597 320 4'-6- (54' PRECAST 529 255 5'-10'(70') PRECAST 407 148 6'-6' (78') PRECAST 366 118 7'-e (901 PRECAST 280 87 9'-4- (11f) PRECAST 187 55 10-8'(1261 PRECAST 152 43 121`8 121" 12 12F18 7. • ''r-taw , s'f • ! t:i4 81.18 6F8 6F12 6F16 rr •:i" , Jf.:. iy 4._ ':t"i.77 Nglt`Y .;.• .. I -. i. .•t, ', t! w-.I J: ' i; ' \ • cis,, , ^ !1"r 4 11''a• t i; 'w'stsi ,c•a iL •r' '•i` nw.. ti }`. :' 5 { :L , r.•i-"r.''r •'.c :?!i .Sir • ' v.• : • •• a \. Y: a.'•. _. ti. "4,4" 12F28 12F24 12F20 T-11 IT* PRODl1CTrwvdsl ) pp : }• awl ft i iviNOa P/oNda 7D •. S7 T CW AeaeptOnaMa -o a o y • • • • • O ,RAIG PaPboeonpAuo e 7 8F32 6F26 GF24 6F20 I'0 -,IF ,N . 0 'SiRRVE . R. &M tt sY « tirme131 or —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB aa.•r ,^ y„/' '"a. lbl lwlc 0was-1d mix m Jaw1 u1Uw seAw uis wd1R'6'ST8 I OM= R: aWb TAb•O, pL - QG N0. 40s1 OI16041q. tTle12 SNID SAFE GRAVITY LOADS FOR 6" PRECAST U-U NTELS 4,0114411,011 SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 6U6 US-16 6F12-16 6F16-19 6F20-16 GF24-18 S'ffi-1 932-16 3'-6' (421 PRECAST 2332 2678 3592 5050 145 7227 8297 9.X7 4'-0' (481 PRECAST 2025 2313 3592 5050 6146 7227 6297 9357 4'-6' (64' PRECAST 1654 1857 3633 5050 6148 7227 8297 9357 5'-10'(701 PRECAST ' tOG7 1260 2198 3557 5734 7227 8297 8225 6'-8' (781 PRECAST 949 1078 1831 11850 4328 6737 837 9357 7'-$ (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4- (112j PRECAST 584 660 1056 1573 2084 Z795 3731 5017 10'-V(1261 PRECAST 503 566 895 12M 1706 2236 2898 3747 11'-4-(1361 PRECAST 457 513 805 1133 1507 1952 2492 3103 12'-W(1441 PRECAST 425 477 1 744 1042 1377 1769 22M 2808 13'-4'(IGn PRECAST 373t646 tt95 1170 1485 1852 2285 14'-4'(160' PRECAST 351605 635 1087 1373 t70.i 2087 17'-4'(20n PRECAST M.P.455 620 794 285 1198 1437 p) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR CR40E 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 I SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATOM LOADS rno M oocrenrtu IMrm A o 8AFPLF AD LENGTH TYPE 6U8 6F8 RC dU 3'-C (42' PRECAST 587 1055 596 4'-0' (481 PRECAST 467 787 445 4'-8' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6- (901 PRECAST 222 367 116 9'-C (11Y") PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 11'-4'(1387 PRECAST 139 311 49 12-W(1441 PRECAST 131 277 44 1Y-4-(160') PRECAST 117 223 35 14'-O'(1681 PRECAST 111 20232 1T-4-(208 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST U.LINTELS om+m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE R-1T 912-17 6F16-IT O&M U24-iT 6F28-1i 1T S-6- (421 PRECAST 1412 2074 2715 6 3997 4635 5279 4'-0' (451 PRECAST 1225 1800 2357 2013 3470 4027 4583 4'-6' (541 PRECAST 1053 1592 7034 2577 3089 3562 4055 V-10'(701 PRECAST 831 1222 1000 1979 2357 2736 3114 8'-6' (781 PRECAST 723 1097mi 1437 1777 2117 2457 2797 Y-' (90l PRECAST 648 863" 1249 1544 N 1340 2135 2431 9'-4' (112-) PRECAST 575 571 980 1252 1492 1732 1972 IC-6'(1261 PRECAST 314 46294 787 1121 1JJ 1551 i716 11'-4'(136' PRECAST 474 95 9W 1213 1442 1645 12'-O'(1441 PRECAST 454 DA S 36700 619 SNJ 1093 1299 508 IS-4'060' PRECAST 402 111 308fo 516 0 736 906 mi 1076 1247 14'-W(166') PRECAST 388 fa 235M 475 677 832 98 1145 17'-4'(2081 PRECAST 253 208 338 476 585 693 803 1) THE NUMBERS W PARDMfES1S ARE PERCENT REDUCRONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 PRODUCfREVLM add ,igl -fflo 0h wa Pbrlda uAaff 2 1 -; IB oy. m 8 44 "' = d abucyIr r,tEvlyuO Ff ,+ No o 0 3. 07 1 R pP\.• CRAIaPA3iR040 1, 70NA1 WMER, Ft. SW a Cou a FL.P.EM110,44758 m-CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB TI r- SAFE GRAVITY LOADS FOR 12" PRECAST U-UNTEL8 W11,11,446fp SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IIU6 am-" 1VU-28 u te tZ70-31 W-28 IN28-16 1VU-19 3'-8' (421 PRECAST 3428 5000 56M 7619 10352 11060 12755 14436 F-0' (48' PRECAST 2923 4232 5835 7819 9352 11060 12755 1443E 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 V-10'(701 PRECAST 1612 2320 3218 5134 8487 11060 12755 1443q 6-6' (781 FREW 1353 1986 2679 4196 6421 10032 12755 i 7'-8' (90-) PRECAST 1138 1628 2131 3218 4575 5755 9753 1 8'-4' (112' PRECAST 796 1216 1535 2230 3083 4147 5593 755 10'-8'(I26') PRECAST 614 1043 1295 103 2515 3323 4334 6532 11'-4'(1361 PRECAST 516 045 1162 1649 2210 2893 3719 4746 12'-O'(1441 PRECAST 454 878 1073 1513 2020 2817 3333 4206 13'-4'(160') PRECAST 359 767 925 134 1709 2188 2743 3409 14'-O'(16B') PRECAST 321 720 865 1 1204 1584 2017 2451 310604 17-4'(208l PRECAST N.R 451, 031 551 1141 1428 1750 2102 191-4'(232'1 PRECAST RR 343 477 7004 925 1152 1380 1600 n THE 1RR IM W PAAEM IEN UE PO WO RF1><RTIRM FOR WM40FIE10M==ASWMMLWZW4 SAFE GRAVITY LOADS FOR 12• PRECAST w12" RECESS DOOR U-LINTELS dwsr Ciwpa SAFE LOAD - POUNDS PER UNEAR FOOT LENGTH TYPE 12M 126T6.281RT19- 18611- 128118- itRf16 INN-! 4'-4' (52' PRECAST 2538 2942 5468 7584 9640 9 13M 15879 V-6- (541 PRECAST 2319 2740 5468 7584 9640 9r11669 13M 15679 V-6' (68") PRECAST 1347 1641 3565 6395 9640 0 13M 1 5'-10'(701 PRECAST 1259 1755 3351 5954 9358 13619 150 6'-6' (8n PRECAST 924 1430 2633 4415 6884 1 125 1480Q 7'-8' (901 PRECAST 703 1203 2157 3494 5259 7922,9623 113 9'-8' (1161 PRECAST 389 W 1451 2157 3203 442E 5417 8380 SAFBLATERALLOADS Cflo 47. oo PrA97Iu F\Ril A C,xy.*Wm SAFE LOAD PLF LENGTH TYPE 12U8 12FS RCMU 3'-6' (42' PRECAST 1295 4841 393 4'-0' (481 PRECAST 1295 4841 299 4'-6' (54' PRECAST 1049 3922 2417 5'-10'(70') PRECAST 681 2547 155 6'-6' (781 PRECAST 579 2167 1 7-8' (901 Pw.AST 474 1771 91 ' 9'-4' (1121 PRECAST 355 1326 58 10'-6-(126j PRECAST 306 1143 454pp II.-4'(138'l PREGLST 278 1041 38 12'-O'(1441 PRECAST 260 1 971 3454 13'-4-(1SDI PRECAST 229 857 27 14'- (168' PRECAST 216 809W251IT-4'(20B') PRESTRESM N.R. PRESTRESSED N.R. 534 acc Urjwm nVIC 10 4'4' (521 PRECAST 4'-6'. (541 PRECAST 51-W (687 PRECAST 5'-10'(701 PRECAST 8'-8' (801 PRECAST 7'-' (901 PRECAST 9'-8' (1is) PRECAST PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS WF44wm BAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 10-21 1912-211916-21 DZO-21 1V74-1T 2T 12F32-2T 3'-8' (42-) PRECAST 2752 14267 5613 6938 18264 9589 10915 4'-0' (4n PRECAST 23M 1 3721 4872 023 7174 8325 9477 V-6' (541 PRECAST 2113 I 4310 5328 6347 7365 8384 5'-10'(701 PRECAST 1823 2327 3310 4092 4875 56H 6441 6'-8' (78 PRECAST 1444 226 2072 3675 4378 5081 5784 7'-6' (901 PRECAST 310 3008 4417 8 9'-4 (1127 PRECAST 2008 2590 3087 36 4019 10'-8'(126' PRECAST 7 1812 2281 2784 1209o. 3853 tM I1-4'(1361 PRMW 1404 1982 2441 290 3384tY- e(1441 PRECAST 271 12sg W118 2201 2610 3= 13'-4-(16n PRECAST 1057 1485 1828 2159 251314'-O'(16n PRECAST 9741365 1679 1093 230917'-4"(2081 PRECAST 695964 1182 140 i623IT-4'(232) PRECAST 5931617 1002 1187 1312 Q ENE 10RR91S R PAA W= AK KM MUMM FIR Q= 40 MO AORO IM L SR GWAL I= I1S 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS 4 WIN&W I SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH 4'-4- (62') PRECAST 4'-8' (541 PRECAST 5'-8' (68') PRECAST 5'-10' (701 PRECAST 6'-8' (801 PRECAST 7'-6' (901 PRECAST gr (1161 PRECAST to THE N{RRiRRS a1 PAREOURM AW FV WIT It®WAM FOR acc Ucnuva nulc 10 NRRfl6 R PAR[NINCSE Alt[ P171 N1 REOUC0R6 FOR 400E 40 NRD AOIOm R®NL 117101A11001E 9a 4 I'BOtWCI' JJ G,-• • •ENS ' 40 Im AORD IZE90IA SIR amll.1mIE in 4 ew`m "uh m+aa .447 94WOUcasWillanmaoPlanu. ONOPAR11tib SEE GENERAL NOTES -SHEET 1 OF 3 ff4j ON ; LL Ole Fi M IM or MWCAST-CRETE 4", 6" & 12" UNTEL SAFE LOAD TABLES 1Wm 4aEu AIOtAUO 4 Rrs am am U41U Wff 3 OF 3 Mg WC OBW-14 MIAMMADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REIt) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 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 -Dada 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Pan; ino, PE., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. 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 revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages &I, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No.17-0821.19 MIAM DADE COUNTY Expiration Date: 05/21/2022 C9 / Z8 JZe / Approval Date: 09/28/2017 7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT3, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamm; P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Ltntels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTMCATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory, 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19.805 dated 03106/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84 M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. 14 y A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/Z8/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84 M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LTB, titled "Cast -Crete 8"Lintel Safe Load Tables'; sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated Mary 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. t -,,/, g. A&, e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/2U2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by CraigParrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date. 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. 'QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. h, 04 e my A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1, None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTMS-529-94, prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. Cffeirny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OR2112022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. lmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 E-6 7/ Q0 " S RRUPS TYPE 'Au STIRRUPS TYPE Ir STIRRUPS Y Y uKrLs q 7L3R'f S iUU1tRUPS u _ u LINKMELS 8 1 4 -- e STIRRUP OEUI rLS STIRM MILS s r! tli::11:;•i l;le>tli:l•1:lil;1 r[].. SiC'1LO I/ 'ifKG f/E3 lrlY7:i 4 0 Gi"M11170t7c? 0 Wk •9lff71JJCEM VA UUMU ff`i`1 1Yr11 u, jn L:[ah,,ti 7iY irjrti t•rj 1. 1. 1I.Y i•;. i' tY.Y f ii(r f Nr•.r:l;c•;;1 7CT t•!; NrsiiFE i CLLi GL9 R,'i 6?! 4a-IT F7C1i C L1 a ESG]itdG. 11LLLailtl:'rrl 1T4"'t/F]G614.ILlfstl: R V 1"' C/tDl.lLilr:/L7 tt>t Vey CG)ii f.Y F..FI filY FLLSI.J C1SiEr JC1C31 1e1:'afr:i,...IR. C7L.L.J!]1 4"aft aP rut ;- SAL i , . %-f W an WM Friar LMM RfdF CM CM FUNCCYaaN MWMa Ra PNm SIa'u TRW J a Z7. 1S n Tw f1oe um IVe1WW11N 0 ome WII YRoeoal API4c & 0' 0 N MOM n OOrtIUCBJ LM MW c"m az xammm all W mvm aml n = PSIa1 mmOl colder of at''-cmc m m - - L UMFuMo' Jliii 7/A W NDI AM41 K ri .. VO m UM 19M a W W goo107f1 e401 W SiOI MIJ•J/i. 10a-1ooAd1N RFAEIfOW aC1 107111R0 b cW1111 ROM FM 9w OSI a/ INS Ia710== Ge4 JN ca11fU SWAM AM ARIL NW. of SUMM . 4 1101 VM 1 mmm cm I3o6 MM a aff n 1 CmmmumlMhaIllsP'1 Ra r PIma m unum r.. aW Pel log ALL 46 IiAJIt? IIAOM Ile n PCam PYOAtJ a Wml IRrasau iw w IAolomc w la auo W UDI A. mm ru m1 fcws . 67e . (. or /lmacm unu MuFas 110 awl L :NINUPUM_ vxm Mn11aSm to loln U= ANSI &QM M fUMM c/Ys' WlODI16T16Y11'D u ar6NePmdel e o 03, e2 CUCIPAFM GMCRM r Vie, ONFL 3W. AL NGa eaaFPEEUQL. ffm a CAST—CRETE 8" LINTEL FABRICATION DETAILS BAKE GRAVITY LOADS FOR 8' PREDAST & PRESTRESSED U4JNTELB 04>.741ow SATE LOAD - POUNDS PER LINEAR NOT TYPE LBNaTHSixlis-n i ve•ae sn" efts-rvponlio a l" erio-as w 4e IP2s-w wa-ae 3' -0' 4 PRECAST 3002231 No a n aas ISOs 1a161 On AV W4 10 0 Ilew 4'-0' (4B7 PRE7CASf 196E w ant 4M 51 7R14 010770] 4w 1547 on IIDM 11aw0-e' 541 • PREW 1 tM 2110 nA 45M 54M 4W 21w 4375 7547 0®2 1o714 I= S-4` (64j PREXASf 1217 ue 143E 2510 4123 360E 424E w63 3wo I 530 7N7& MomflMew. 1311 5-10'(TOj •PRECAST 1092 1173 ml 2mo 049 SaHw ana 1451 zn 4360 0 net 01Za C-6' (781 PRECAST 908 123E 2177 M 3031 371T 4367 loll 1= 21n un 5Al two imsw em 7-If (90'j PRECAST 74y loll Va 202 2 2411E jilt3mon row l7p I 300E 601 WrA eon 9'-4' (1127 PRECAST 111 Iwo 1425 23N Ng 2510 33U 752 1245 Ie43 254 34a6 ama ow 10-8'(1267 PRE045T 475 W 197 2w3 2103 6Q 1a52 I'ln I63 27e1 4751 Il'-4'(136`) PRECAST 362 AoblittJae law 24,13I. 3127 4Wsw14613014462Wli74006 12'-e(1441 PRECAST 337 m sss Iwo i1I] Zeos SR g1a 113 ID4 104 2193 1 2W 35R 16n NEW 295 471 715 10711 IM I036 1 2311 201 471 755 i 1420 1676 Oil 293 W-W(16n PRECAST 279 424 70 1003 IMA IiP/ s117 sao 49 701 I= tam 16/7 2127 WO 14'-E'(171r) PM31FESM 4 a6 is lot wl 456 7m 137a 10C! 2213 7517 2712 16'-4'(IE4l PRESTRESSED NR. A w to tte tw la 4" 710 1250 1733 5 0 25t3 e (208' PRESL NA' 300 50 U1 IZI 1404 IOU I 20O 19'-4'(Z3n PRESTRESSED U. 0 is KN I M 1111 104 I 0R 215 4211 70 of tM 1316 INS 21'4'(256') PRIESIRESSM MR ill Kit Im 10 340 ase6 11 14 13a a 2r-0(264") PRFSTIRESSED NA, lu alt III ill w1 lot lea 318 471 744 Ilia 120 1313 24'-0(29E') PRESRdSSED U. Rt to iR tIi Mt aQt III 2w W W 664 1011 17a tiAF6 LATERAL L0AD6 FaR a1 menAer a "oenrveaacn I /J 14R1 V 4"-" SAFE FOAD TYPE LENGTH SUB I aF8 I RCMU T-E' (42')• PRECAST 1025 1024 1598 4'-0' (4n PRECAST 765 1 763 1309 4-5' .(S4j PRTCAST 592 1 591 1073 5'4(E41 PRECAST 411 411 1 745 S-101(701 PRECAST 340 339 016 C-E' (781 PRECAST 507 721 490 y-6' (an PRECAST 424 534 363 V-4' (1121 PRECAST 326 • 512 230 lit-6'(128r) PRECAST 264 401 180 11'-4' (1]e' PRWAST 260 452 154 12'-T(144') PRECAST 244 402 137 I3'4'(110J PRECAST 217 324 110 14'-O'(1681 PIWST 205 293 1 100 14'-V(t76jPRESTRFSSED N.R. A34 91 15-4'(1E4') PRESTRESSED N.R. 259 83 17'-4'(208) PRESI N.R. 194 64 19'-4'(234 PRESIREW WIL, 14a 52 2t'- *(1587 PRESTRESSED N.R. 12s 42 22'-O'(2841 PRESTRESSED N.R. 116 40 24'-O' (26n PRESTRE5510 N R 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U4811TbLS ari4as4isa w SAFE LOAD - POUNDS PER L UAR FOOT TYPE LEN(FIN 311141 04-9 2- 7 WL*LV Fle-iT SMO-21 A WO-V aF1hIT 6P34 A MI-IT@M-1T 4i961T at32-37 S-e (421 PEW tail sae 3524 a% 62n alxt 7mI IGO 1427 3524 4A1 51id I)= 7C11 4'-$ (481 PRECAST I= n0 3e11 am am 13U Z303 3NO 3e15 Insm son 4'-6' (%I PRECAST 17117 200 su7 3 4M all 67n rw 2m D07 3375 40w 4711 wit 5'-'4 (N PRT AST low P WI 157E 305a1 336 45U IOII 1715 1`2711 1 267E 1>0 31R 4W 6'-10'(70' PREGSf tw 2%3 3t0/ 4W I7, 15A 2111111 1 03 3107 1 362a 4W C_E. (m7 PWM asta fa, 10 106E 3" 27f0 I 32SI 3n2 T-f (gin PRECAST Wild IMMIC24 2US 24XrJ 2W&d 3UMin 7n 1s4 IN4 5 1= 2027 9'-4 (1121 PRECAST 01 70e ON IW W4 1915 2J57of 22Wrd sit an 134 sell 0 1 22I4 2612 10'-6'(1261 PRE AI mi0, Ile Illan 1461 rMled 2011 531 1 as 11e0 ton i rm ad 2w0 231E 11'-4'(1310 PT4E13L5T 414 a1 hi 5w IMTo Mad I613 17A 414 IW 13T2 IOU ad Isiso 21V td 12'-0'(1/4 PRECAST 47o 45e n4 Wil Ii 136i I5=0fm 90 Iw 17w 1518M 2015 13'- 4' 1 PRECAST o" 7 4w 3e0 07 705 961 11a 1313mi 4N . 41O 7e0 1139 14mod Iswo. iWad 14' - 0'(168 PRECAST U4 e ON TH 1a14 tao 110 47a 7t7 1oQ LWRJ ISKA Wad 14 E(176 PN=31RLSSEO334 00 Wed lie ad tut 241 an id 10 fMN3,d Islood ITs4 15' 4(1841 PRESTRESSED 2S 31) gm an 4e6 cd I Its 407 Ios Mad 124 It Mudd 1460 Iwo 441 17"- 4'(2081PRESTRESSED in MGGuns741 i IVI 147] 19'- 4'(?JL PRESTRESSED 1112 M 34 4 647 so 147 10 w 40 W 141 059 2wn 21•- 4•(25E7 PI TRCS In s01 307 3 4aD 60 45 142 3A 537 1048 137 197 itol215 379 462 46 ado IA 223 513 106 as7 III 24'- O'(2881PRESTRESSED 170 w le en IN 7a2 all rdj 49 eoe 9 676 RE NUNWIS IN PARENTHESIS ARE PERCENI REDUCTIONS FOR ORAOE 40 . • SEE OE7iERAl NOTE K 18 ON StW 3 OF 3. RELD ADDED RESAR. SEE CiNEK NOTE NM 4 ON SIM 3 4F 3 MOntc• • , PRODUCrItHVISGD ca a a Toying w1N On Flodda i irilh mel?lOd6a 0 QQ. Rudyt pm rieio 12 2 DaZo2ti a Der° j E ' `• iT A' J dy . SEE CENFI4AL NOTES- %MET 3 OF 3 ' •`b R \ IEW ARE PERGiNf 1NDlIC110TA TQl 1,1168E 40 GENERAL KME N0. 4 ON SW 3 OF 3. n/ VI10DlIQ' AByICD vOh6wUbNm taNai an u 0 .O Z CRAIGPAfE10W !L WOR579 STTf14F$ FL 3W FLPELIC.140. 4475E 8" LINTEL FABRICATION DETAILS d RAIM r.RavrrV Linos FnR S" PRECASTwl2' RECESS DODR UUN7ELS M.*N" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RW t9ue a9 410f1 IAFI ei6la-01 aefam ao WOs-16 11610-10 4V14-10 wig -I! on-I B07FI0 gIM-I 4'-1' (527 PREI lST 1855 IN1 3754 3lOO 430 542I awl 7aa7 1a91 3a1 Mmm M aro 1479 10193 4'-41° (547 PREClST 1494 13M 3043 2w 3M 4349 124 6904 fm 3W0 6639 as A 10017 5'-8• (8B'f PREgISI 886 940 1710 ma 11 1139 3402 39a 1117 24at isi7 43U a 7017 831114 5'-10°(70° PRECIiT 810 Im lia 2114 no 3174 3700 lit3 2342 1 4242 601d 4M& 74ft ffM 5'• (M PfECAST 797 001 1611 317aa VA 7747 44a 730 101 Ia1s 31 ISM 7915 tt479 101 T-6' (gal PRECAST Ng 4a 2469 3"s 576 7231 bw 795 14a 2459 3770 51 WON 1187 PRECAST 411 490 OO 1560 09 3120 4091 3140 an on I IRS 21b3 3121 am M" SAN LATERAL WADS FOR A• 11e1frAAT•e1- tlr-rM9 Linn 1 UA IAIFIA SA PLF TYPE ILEKG H 8RU6 8RF6 R AMU 4!-4't (521 KVAST 758 757 1164 4'-5' (341 PR[GLST 694 693 1073 51-r (90 PRE W7 408 407 655 5'-10' (701 FRE= 382 381 016 8'-e (80y PRmw 595 788 464 7'-8• (901 RRTAST 609 674 363 8'-8' (i 161 PMAST 370 490 1 214 SAFE UPLIFT LOADS FOR 8" PRECAST wT 2• RECESS DOOR U-LNTELS lo-=+4teM SAFE LOAD - POUN0.5 PER LINEAR FOOT TYPE LENGTH WS-IT O'1 w -I 6-1 1i saw a u-N-H 04-7t 14-2 esru- ese21- MX-n 4'4 (sr PRECAST I= 2352 3050 3751 1 4*5 OHO M1a1 2362 O30 3751 1 4445 5140 4'-6' (54 pREG1T a07 604 39 3aI 4V5 4943 aa7 ia4 939 3a7 4W 49M S'-" (601 PREW M i IL tas4 3312 3911 05 rM 311 2454 3712 3111 5-10`(70' P1t8G as IM! 389 Vl,) MU 2799 658 12n 2a nn 0 2719 6'-8° (80 PRET JIST sA 970 JfW 149 2171 3321 SA I= a 148 2170 3371 7'-6° (9Q' PRECAST a6 741 715 2160 25Q 89 06 D.U.65 21N 21M 9'-8' (118 PRDGST M 44a 2t eSI 21aas59020111111 n THE NUIO N N PARFMNE55 ARE PDiCft4T REDUCTIWiS FOR CRAVE 40 • SEE CENDp1. NOTE 18 (1) THE NUMBERS 11 PAAEAMM ARE PERCFW REDUCNONS FOR GRADE 40 RE)D ADDED REBAR. SEE GENERAL NOTE N0. 4 FIELD AWED RE9VL SEE GENERAL NOTE NO. 4 92M IlobdddcdItJ min• bro aokb. d a edr b aoaeaeb TYPE DESIGNATION cep a. isew ut..p. ..ery F f 60tE010 Yi' maal 1S' " d Ai- %''ON IndY AWI F9i ar, 41r°ypro°i• 1=0 g @. FOFfU10R OOUY deYM fi b w 0• W 270 We dom0ra 1 irb .9u61 6° .he1d I 1d b l« 9 4n01as 1 l I 1 •' "• • • , ALLLMill 11L 11 8F16-1 B/1 T r « 9 !gym.•ua w 4 *do 1110" br t „? ?' • L S R w l,d aiA.a1 4 AYAo cat a o = b boa— sa• 6amda ar Realy lamle a Iao Floesa W tOR Y.IY b Iq 11) fi' ar'yeA. Dad hqW aq Oua U. ob W Naa mol hr M1ja mw s i Idm 14 Ib Nd roses as m a, ib wh 1°r 11- mm b.6.d mqa mice 3) now ba ..Mr w al lot Kft 17) sae b.b a .1. 3pol &V& I." 4) h MAU b pneDeb Lamle %1 paced rattan br IQ Sb ISM bed a diced dad" m tlbPa ®14as A. ar 6 -I Ap a4 • . •: 1-IN a 9.W . ebl air. j; ' •! •_ . 7'-I era2-u q rq ba . {p a u uermi a.a bw -r 6. +6+r p o• y y dam r _ .. 7 y llid rtyWoiMR (JO) " 66a1 P• ) riraaad -v4 aoeroL 01100 moo. W irAd >ia , • '- s . al " : "" '"r'° a le"" ."b onaoucr Im n h.': 'h 4: ; •f 'T • '- rim asalr Ibe. 11Yd1a19•Ib 12s1 dlaflm t j - 10 9t•. 041 61rb a "ofta .I.erpmnce tao -° 2.2 J5 md1500 '• :,;J 1 s a• L e. 7) as 17 r.b«m r b..b btow forto 15 r b.s '•y Is 1f1H Ir a11011 a 15 am C11v1' Qpdyw ./..i.. d.4 add d Q.M* 1D V. •dCnhN 87 c . i UOA uv>e.d area.d./ b.6 hra w ed. lie Itlle SEE FQR ttM RRla a 2fl ,•`•''s a`" a• •PR00UCT R6v156U 7 ' JG110 1 1IDm601{OIFL ald.\r9IM Aq`..9oa1mb%meml I ml d.« i d- Mace Ie% ;..: gEQ ORCED 1391 D1C061 .` ,.' EN' •&dOd4ra uiWtha Ie® Yyµ ( tA9W Itq 11x. R.11ua TULL C0111SC a ) : . 4d Dew 'O 17 Z e t PktM. IQ "INsal01"'ro" 10 tr b.b4 d 0. ab. d It. bw -216 /2(O 13 IBM °'o ow' b- a _ 7k • •%7k' ^"'"'0• 1 %iYMOr6R60 -3' l7W Co• IrW 4a0GwNe / °Z 4 CRWPMWO 83BICR679 of 1l\ LT-llfisni Q lllyi!'. iIfLI?.I: W[ILr Ii"0f0ri'Ul 6S.,17"' FABRICATION8" LINTEL DETAILS"'T a/A a lItriy tfi\'1J1Tl.ly 71u Tm C9ra; WLZYCk7 Irva71 II f a rIRrT 701, IL.\.d. rep.l a.l;I.la'141 Hi: i•/YYI I.9 - - _ '" © WeEfflim M IAM I DADS MIAMI-DADS COUNTY EMINNNEW o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1 I805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Kmml, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mnY.niamidade.eoy/ec000my Cast -Crete USA, Inc. P.O. Boa 24567 Tampa, Florida 33623 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 AID (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 AHT 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" IlYigh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan-ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last rovision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. 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 revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and &3 as well as approval document mentioned above, The submitted documentation was reviewed by Helmy A. Makar, PX., M.S. rtre an>_ COUNTY NOANo.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Oq JZ 8/Z0/7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMTTTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.B., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12"Lintel We Load Tables", sheets I through 3 of 3, prepared by Craig Perrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 "; 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBNIIT'I'ED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4". 6" & 12"Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4'; 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. ByMami-Dade County Department ofPermitting, Environment, and RegulatoryAffairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTBER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certodng compliance with the Florida Building Code, 2010 Edition, 4. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REV. E. MATERIAL CERTIFICATIONS 1. None. Cffefmy' A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E- 2 Cast -Crete USA, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 1.4-0903.03 A. DRAWINGS 1. Drativing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RE1). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dotted 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mami-Dade County Department of Regulatory and Economic Resources (AEI). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. U" Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 J HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS b" SOLID LINTEL DATA TABLE r e+lri;s;ts.rtEiG[Aa Gr/IUffF' rd ii'Jrsr.a r u i wz,Vt FC7ALL-l:.L,L, r l rr rAlAOi L3C1i t I3L'f'::l A" PRFCAST U-LINTEL DATA TABLE OFfmFF1fFI`'7 F7mFJISiiL Lf e c;a ur"*, mrlvc:nr r•a l a FQISi1F_'JRF£7R.-1::.113ar/f;7!fl fCri V1.1 rr', a- r ca-cr rn r ca._rarvr, rn ram vn r Fi'SAI Tli:: r.ca.._!s'a[vcr, sa'!•1 F'r ra raAarrr,s;rttnrx cari.s: rzv2 rrf. f ( d9 rF37lTi7 r LL' ! rJ RII•S r:L": [I"d'i J t7 frVtSA LT`Tf F:. f I =.1 rYL•rJ r:l:_=JR{L7 FL" trta rFiCli FJ r kl!.i_:.1 t<aJ r:as Yresa rt7O. rr FT 7©rIL'L1JrF ar:Lrcrrrlr3r=a r r.0 rr c:. a,-af MMA u rcu rn r u Cci r eu% r ors F'- " TYPE "r TYPE 'A'_SflRF W am Ia w= w mlrfquf im $A CA Mf R a[raow= on reAWlm m0lorr 71r raga == maimr cm -cm olo, [1C. L A nWW MU r/LL W AM ASIO A ri PO P mu QM mama A An V OM un" . raa fa L alsarf $101 o fY . aM rO M ALL A M 40 Ls Om f m am ® or WL Amr rmo am .1 awou - rA V wmw Uana fY. 7orr rL M A M brat awam . A, aW = MM CAW rALVCA® UM OW miMrmgmamON "a me m M K PAU 1A ratio A gw1 ram 9w m0. m a Am I om m AM Otl11 rl= ML 1:: f L:!•1 7'!:iI V mu.iLlJl:l liJ 1 ltllv.J F ri'iSFFJT'7 ti:>r r®fit-QO aF•YaQWFiGL C^`.7ikJ r:LJ[fOlyVlF7;']rra vno , ecir naecrAt re:arrsai uc•Awetc_el I:naea A rcr IiGCJGC]I Cy] lea r c • 11L VL'35.1 [Y7m [:Ll fJv rfe:+r eti.rv..rc ur.reu u e/Ta n.r nn u Q'C lli rE[ ailLJ f GJ[t l`L"J`OC SFI PRODUCrRUVMm 0 OdtoCd ll Iroflai Y /6 Idldlny Oodo )ate Qo 03 aMFARRINO a SEFFFR F9. 3W mmo PRECAST AND PRESTRESSED LINTEL DETAILS 1RU wY[I =14 MAW m AN wo I fW0 Al =a 7Yd a0 =M rrl Mapum ri I Ram M-2 SIM 1 or A SaBBL t 1) trbll Fa c l n1d a i0°w°:dem0 J•p e' •• roe•v .mi d. ASIFi ao ".m ae wp6aerepmsp,.apd • IJ pd mWl prr /sol""W'a Dols L « s 2) A ab bd kVu b d -•moan 4 beh aadtd lminN 1oznvft bwdf. b&adi 11 PJf!! IfIE 04 1 Mh bb Im are., a , hors J) Popae b4 mert•r bd •d had idelm. 4) Cho duuber in M-61 b brltdo the pared a•o u fa ab al40m eldd reba. its tfi rda6a2a I iO (JiJ 1 oQ 14noo q tbWe mat v .ad adMbm.-4' a reps llcaliseaidrcandI/Ian ddbelb% a B.b Ib001a 1 a W Hrtl• IIA61 a) 5bom Ind We a mpbd 4' am blip to be bddee Y/ I dimmlm balm0ld -o r •• mYm wo i a) 6rblhpm ewdrneol d irW mat amoadmWfo* dih W -M. im d daa Zmftdmoh ! and dea dd'b-a0j Imp lbe MWMMW l• 14rmmoft aYeal d rrvld.ddmj /b S-I ' 10g AA"AA"dllb0 •d, vvft 13) TMb. c=Kbbg d adpW b of Mis dabe gaa hh AMV 0•ae"'aoeGralk r apoQw id " A" 14) Mb •ha/ ddMfer Obi" arbo37pd16 tb l efYY WuiQ•C ppAd evad lad k Ishaaiol Coal. S ID Ser Nod b•/ SN• Au dri boa lea Fa copab Odd hd*b at AM we •do low fmm ••d lum ttdQil Am 16) IN KW b• bthe ml sbm Ia• eelp boo from ad WWd l•MOl dam 17) Sd• bob as aP•bopad dadb boom. 10) ad• bob bard - robsol ddpoW.nPOrb fewIn WO aid W JI& 19) abd•W bm d aary bdb(NON) abao Oa4Ad Su dmleb biYto d 1/r 0.R i 119W MR r LYlW i IBM FOR If URTEIS or GM SAFE LOADS FOR V SOLID LINTELS W-44i•Om GRAVITY TYPE LENGTH 4S8 3'-6' ( 421 PRECAST 1180 4'-0" (451 PRECAST 959 4'-4i" (54' PRECAST 789 5'-10'(701 PRECAST 460 6'-r (781 PRECAST 360 7'-6" (00' PRECAST 260 9'-4' (1121 PRMNST 156 10'-6"(126') PRECAST 116 12U8 Cga7b R4t17a UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S- 6' ( 42' PRECAST 687 371 V-0 (48' PRECAST 597 320 4•-6' (541 PRECAST 529 258 5'-10' (701 PRECAST 407 148 6'-6' (78) PRECAST 300 118 7'-6' (9n PRECAST 280 87 9'-4" (112' PRECAST 187 55 10'-6'(12nPRECST 152 43 12F8 12F12 12F16 10) "A • Rd Rabe ' ' I SM1`y ry! :•;• ; :,t•:.7""•ti It) •ells " 9MW l* r to W bmbd d lM bdbm of Us 6W 0141, •• I i( :L•• PROD=RBVWM 8U8 6F8 6F12 6F16 owwftcvjo mI W10,'LZIIB < •. ..:: .^., '`f.• ' TYPE OES1CHAnON .. •, ''' ': r.mlomaau/a amm Bp - Me • • t;• .`. y i> C w ::•.=f. iy r• • N? .7j-' ra°°•°rwv' 1 o a a v"•C,v 12F16-2B/2T moa mJ `eavla' mi5 ',ylY<.,rT :• T.' '• r• • .'::i•,ti::' rv.,,. PUT01 MW y`•pI Ism f tum y.:lra?'r::; s(•i • , •: t.•, it.;. ` r. f„ may_ r.yrvew • i'' j5 :: S'.. \• f/f,` y • .'s•.: % :'•i MJ 9 •• '• 12F28 12F24 12F20 p• `• J(" pA,M iYale •\' ^ i • ODuc Od.•a aw P:aid• 1..M COd••viQl 11 0l•mN— • • •~ • • • • • , • PARRINO gmfma0• pd• • • ° pclu omalmm• w Q'' . % /`,+ CRWG rytd'e° Hb "° 1 PZUr 47 53 tY 1101WnL I01a1N '; :, RIOT: 1-.' OM CR 670 18 6F32 6F28 GF24 GF20 rig• /ONE G`.•LSMWER.l.3M Ya oa RVASHM . —CAST—CRETE4", 6" & 12" LINTEL SAFE LOAD TABLES IM14 s ate . 10[ IWIC pmm- 14 pMIM 0 im um VAL, als Due p 4/0 am mim pt - KL in 4054 Uim dl. (IU12 SIB 1 W 3 SAFE GRAVITY LOADS FOR 6" PRECAST LLUNTFIS m- w n SAFE LOAD - POUNDS PF1t LINEAR FOOT LENGTH TYPE 6U0 6F8-18 6F12-IB 6F16-I6 61120-16 974-16 via -le 02-1B S-6- (42' PRECAST 2332 2676 3892 5050 6148 7227 8297 S557 4'-0' (451 PRECAST 2025 2313 3592 SON 5148 7227 8297. 9357 4'-6' (341 PRECAST 1654 1897 36M 5050 6148 7227 M7 9357 W-10'(701 PRECAST ' 1067 1260 2195 3557 5734 7227 8297 M. 6'-.r (78') PRECAST 949 1078 1831 2850 4328 6737 8297 SW 7'-6' (901 PRECAST 779 863 1459 2108 3151 4524 66% 9357 9'-4- (1121 PRECAST 564 660 ION 1523 M84 2795 3731 5017 10'-6'(1261 PRECAST 503 560 895 1270 1705 2236 12898 3747 IV-4'(1301 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-e(1441 PRECAST 425 477 744 1042 1377 1769 2235 2808 13'-4'(160l PRECAST 373 417 645 895 1170 1485 1852 2285 14'-0'(1661 P)MCAST 351 392 505 835 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R. 299 1 455 1 620 1 794 985 1196 1437 THE NUMBERS IN PAREN01E93 ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS s:no a" ooGCABT w IMM c C„4,r r SAFE LOAD PLF LENGTH TYPE GUS 6F8 RCNU 3'-C (421 PRECAST 567 1055 596 4'-41' (481 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 V-10' (701 PRECAST 300 350 198 6'-6' (78' PRECAST 263 496 157 7'-6- (901 PRECAST 222 367 116 9'-4- (1121 PRECAST 173 352 74 10'-0'(1261 PRECAST 151 276 58 11'-4-(1361 PRECAST 139 311 49 17-O'(1441 PRECAST 131 277 44 IS-4-(160') PRECAST 117 223 35 14'-O' (16n PRECAST 111 202 32 17'-4' (20n PRFSTREM N.R. 130 21 SEE CD9:RAL NOTE )8 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 074iaIllw SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6T8-IT wu-1T 6T16-1i 920-IT 6F24-1T 61128-11 6FS2-1T 3'-8' (42' PRECAST 1412 2074 2715 0 1 3997 4638 5279 4'-0' (48' PRECAST 1225 1800 2357 2913 3470 4027 450 4'-6' (541 PRECAST 1033 1592 2084 2577 3069 3502 4055 V-100(701 PRECAST 931 1222 1600 1979 2357 2736 3114 6'-6' (78' PRECAST 723 1097 1437111 1777 2117 2457 2797 7'-8' (On PRECAST 648 86300 1240 IW a 1640 2135 N 2431 9'-4' (112') PRECAST 575 571 980 1252 1492 1732 1972 10'-6'(1261 PRECAST 514 462" 787 1121 133 1551 1766 I1'-4'(1361 PRECAST 474 404 fel 655 985 1213 1/42 1645 12'-O'(1441 PRECAST 454 2 357 619 80 1093 1299 1506 13'-4'(160') PRECAST 402 308 04 516 738 906 j 10715 1247 14'-O'(168' PRECAST 363 285 475 677 832 988 j 1145 1T-4'(2051 PRECAST 253 208 338 476 585 m3 803 p) THE NUMBERS IN PAREI4TNESLS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REEAR, SEE CENDTAL NOTE NO. 4 PRODUCrRsvm c=MOyks ivilh ft Flmld. 8"va Cc& l"LNo 9 By d 18 y M Fsoeim tg R 1 v` CRAIGPARPoNO °1E P SEE GENERAL NOTES -SHEET 1 OF 3 IVA 1 WRY . UM R_ RE MNO.44756 am 4/2m/03 -CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES Fill UM 015111-14 cum m am mm Alf. M m m mmmex-MLIA44ml 4uAm m was a[u I Of 3 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS GI11p*om SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE INS t1111-ig 131Z-s 12n IMD-71 IM4.26 IVA-29 Ivu-79 S-8' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14436 4 -0' (481 PRECAST 2923 4232 5838 7019 9352 11060 12755 14436 4'-8' (541 PRECAST 2396 3464 5304 7019 9M2 11060 12755 14435 5'-10'(701 PRECAST 1612 2320 3218 5234 6487 11050 12755 1 , 8'-6' (78' PRECAST 130 1986 2079 4196 6421 1=2 12755 141 7'-6• (90n PRECAST 1138 1628 2131 3218 4676 8756 9763 135 V-4- (112' PRECAST 795 1216 1535 2230 MM 4107 5393 75520 IV-4'(126') PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 14746, 12'--0'(1441 PRECAST 456 678 1073 1513 2020 2617 3M 4208 13'-4•(160' PRECAST 359 1 767 4 926 11294 11709 2180 2743 3409 14'-V (188') PRECAST 321 720 p 865 1204 1584 2451 3106 I7'-4'(208') PRECAST MR 451p 631 881 1111 AIMB 1750 210Y19'.4'(23n PRECAST NJL 30 477 700 926 1380 1809 SAFE LATERAL LOADS FOR 42" ORFrAgr 1111MM R 4w-* 9a SAFEAD LENGTH TYPE 121J8 12FS RCMU 3'-' (42' PRECAST 1295 4841 393 4'-0' (401 PRECAST 1295 4841 299 4'-6' (341 PRECAST 1049 3922 2417oj 5'-10-(70' PRECAST 681 2547 155 6'-6' (78n PRECAST 579 2167 1 7'-6' (90' PRECAST 474 177/ 914• 9'-4" (112' PRECAST 355 1326 58 10'-6•(126') PRECAST 306 1143 4540, 11'-4' (136') PRECAST 278 1041 38 I2'-O'(1441 PRECAST 260 971 3 13'-4" (16n PRECAST 229 857 278 14'-O'(1681 PRECAST 216 009 251 17'-4'(2051 PRESTRESSM N.R. 16 19-4'(232' PRESTRESSED N.R. 534 130 U) 99 MRM 01 PAWO EM ARE PUM M REMXMNS FOR acs uaavr rnc u gm 40 FEID Am RE K Sr cam REAR W. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2' RECESS DOOR U-LINTELS SAFE LATERAL LOADS FOR 12' PRECAST wf 2" RECE88 DOOR U4INIELB osr lC SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12l06 1015-10 tMO- IM4-9 IMI6- 0 2- 12RZ6- IIRF 4'-4" (521 PRECAST 2538 2942 5466 7564 9640 11669 13579 15679 V-6' (54•) PRECAST 2319 2740 5460 7584 MO 11669 13570 15679 5'-8• (&0 PRECAST 1347 1841 3555 6325 9640 11669 13M 1504 V-10'(701 PRECAST 1259 1756 3361 5954 SMS 11669 13679 15079, 6'-8' (801 PRECAST 921 11430 2833 4415 4 10M, 1 11 7'-6' (9n PRECAST 703 11203 12157 3494 15259 1 7922 902M I 9'-8' (I161 PRECAST 389 1 843 1145142157 1 J2034 4427 5*17,1 6380 4) 11E NDMM 01 PARDO ESIS AFE FEWW MOIILTM6 FOR MJX 40 FED MOLD IEMAIL SM ODRRIL NOTE NE 4 r-- 4'4' (521 PRECAST 1295 1,35921238ZW 4'-6•, (54' PRECAST 1213 3458 2417 5'-8' (68 J PRECAST 784 5'-10'(791 PRECAST 747 E706'-6" (On PRECAST 602 901 PRECAST 504 1 PRODUCrRg Sidle M0 F7aaida mp, 1,eIA°0`P°°C0•e y —a8Z/./8 B a SEE GENERAL NOTES - SHEET 1 OF 3 Ma" or r ammw- L SAFE UPLIFT LOADS FOR 12"PRECAST U•LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT LEyG" TYPE 12i6-2i 19F12-2112F18-11 12fZQ-Zi T2E24-11 Zi 1ZFSd-21 3'- 8' (427 PRECAST 2752 4287 5813 6938 8284 9589 10415 4'- 0' (48' PRE2'AST 2389 3721 4872 6023 7174 8325 9477 4'- 6' (547 PRECAST 2113 3291 1310 5328 6347 7365 8384 5'- 10'(70' PRECAST 1623 2327 3310 4092 4875 5658 6441 8'- 6' (78' PRECAST 1444 1972.13675 4378 5081 5784 T- 6' (901 PRECAST 1267, 178J 319 3606 4411 3028 11- 4' (1127 PRECAST 1026 117 200e 2590 3087 36 407"9 10'- 6"(12n PRECAST 920 947 1612 2281 2784 3209 3653 t1'- 4•(1387 PRECAST 859 Bnal IIa 1982 2441t. 290 3364 12'- 0"(1/41 PRECAST 8jj 14 7531269 1788 2201 2818 3032 13'-4'( 1601 PRECAST 678 633 1057 1485 1826 2169 2513 1/'-O'( 168') PRECAST 622 588 974 1365 1679 1993 2309 17'-4"( 208' PRECAST 434 427 893 864 1182 1402 1823 19'-4'( 232•) PRECAST 366 3701 593 817 1002 1187 1372 UJ OE ROY0915 01 PAFIItR1E55 ATR PERCFIIF REDIIC®8 MR GIADE b Ffl0 A0010 REbk SF2 6f/fP:MMI NOR ND, 4 SAFE UPLIFT LOADS FOR 12" PRECASTw/2" RECESS DOOR U-LINTELS 6wr.6oRM SAFE LOAD -POUNDS PER LINEAR FOOT G•••ENS 447 PRODucC with a 0 e.dftiognuhIloF1mldaS'C • Odld SyGda q : R f Aeaap, eoxo o e ,03 7 r ` CRAtOPAFtRINO Me 078 P'`." A.? OMCR579 cl. ` SEFR16R. 30. $.1584 D`d' l°I ;.,,•` FL. P.E'l.itO.ptPASB mmCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 4'-4' ( 621 PRECAST 1626 2685 3148 4'-8' ( 54' PRECAST 1558 2582 3602 5'-6" ( 68' PRECAST 1210 2042 2650 5'-10'( 707 PRECAST 1173 1984 2769 8'-8' ( 801 PRECAST 10201 1538 2428 7'-4)' ( 901 PRECAST 904 1228 21 9r8' (1181 PRECAST 70od 3 771 a1472, UIIE06 IN PA1mRFES3 ARE Pamw RMW MIl9 FOR 1:40 f140 AODTD IE9NL $a GIIIIIAL NOR N0. 4 HOW MIAMI•DADE NiIANI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Muni, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) rvwvv.miamidode.gov/economy Cast -Crete USA, Inc. P.O. Boa 24567 Tampa, Florida 33623 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 ABn. 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 -Dada 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small MSssile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. 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 revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E.,, M.S. MIAM tDADE COYiGNOA No. 17-0821.19 Expiration Date: OS/21/2022 C9 / Z8 J / 7 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 44 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Am. eristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84M20749 dated 04/05/96for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103/96 for #5 rebar by Birmingham Steel Corp. my A. Maliar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manualfor Cast -Crete Machine Made Precast Lintels elated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details". sheet I of I, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. k_,tl, glll, e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. DrawingNo. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1, None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21t2022 Approval Date: 09/28=17 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of3, prepared by Craig Parrino, P.E., dated June 7. 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. d az,==z elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 4. Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBAUTTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 1 fi-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega P. E. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. Cffeimy A. Makar, .E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. Letterfrom Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. 114-14 W. WL lmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OV21/2022 Approval Date: 09/28/2017 E-6 7 2RRU•a eAPS TYPE r811 STIRRUPS Y n ems UNT LI STIR RU lS WAMN `TA PRESTRESSED U— 1 S_ TIll WY.YiL:YY tli7i[If;i•il:l lii 11+I'1:1""^ i; ACI:T e! OC,iEitJCf JDcT.T:JpGAiFIG.l;'J[LGi1[Lf I E>• Waramayavt-Al Miam vLAr ai"Ifrm"W omIYAMAKlT;l?>DT IC]iVtii:![tLcS MR— l Eriti is /[ l fIE>f DL3.'.r1 i Dt=L.!,1f Yr! Ci1GY 0 8" PRECAST W/ 2" RECESS DOOR U—LINTEL DATA TABLE tailL l1.17.Y1!dil71Y 7`ll'l'•/ m[f 115r.3m Ran E1]Rf',c.Fl T 7F]C17C Lf F"wwiMCAll 27<l:' kL"r:JT;F?!'Vtfi`tF3GC l:IL1t FL1R tiSCii f:_:L'tl f 1J til:'.SI IT.S' T, VlYL.1 LF,m f7/.A tit 1L3F i[lGJII L•T'..FA 1:'a 1;..'.'J R 1n;'1 VtYi::J C1Cii Q t lSGJ l% FSQY C 1lila t C1LJ R'rS .a 11, L•iW a7l,1ti1 GCJ fiCSa i'Si lTT_:]IE3:!•r 1-, r1 R;K f1L" ": C[" R'J/1 O 13"r"r_-Wr-/ lluar:l w'7:'y......rct. riJE,rr>• m r Iu Am , 4 XVACU lees. !AP "IIW i m t ajAw. mi'e'7WN 11 --A nofflow MODEL m A • z7.JS Tta1 A MMV WMUTM m moaam Nel FMWt W MAL tt 11 1. Wae1ta10 •YIiL 7 W N01 Ae1W fA n a WIC M IM MMM a AM 0 ®la am se AM ANW I/Is " 2m a am UPS= a/mil WO-IICOVM Mnizz M cmmum mum WIW ASN Alla Aa or %go" • s. 00 mm 1m aram cut1meoL awm t elaume L COMM ae1W®I /. •Nee r1 lea N taml tAW COownu >ze VRCs1 V. . an All lea Au. VAN a " tmllaa a u RaftQ 1ea1/a4rnam IIad7 M i Do" teNIQt1 faR . aA A op.• • OLm OFIWame wa ac u®m um of aacaso m Ualn lm m4 m GM 1. VAaOm lUlfwm faillamam To am Lamm AIM YLIaual FUMM Ns •. FaootictQCYIa poftcW4 awaeam C;,02 E 0 jl• C Ih UmUlm a e J ONgI t a• FLP.LLIQN13.I4M Tol[I CAST—CRETE 8" LINTEL FABRICATION DETAILS SAFE LITERAL LOADS FOR RACF MULMTV 1 nanc FOR as PRECAST R. PRESTRESSED UUNTE LS x-mmArr a o awrima.feirtl ir1111T A . ow-omew WE LOAO - POUNDS PER LINEAR FOOT TYPE LENC47i4 vie-Oe sls-lf am -co dm-1e erls-m am-te s70-a0 aDa-u a7*o 4-10 aaeae eras-te arjz-m earn S (42y PRECAST 2231 am mille193 1f-07 ee64 1ee2 10051 Dee 4607 6113 7917 e74 OT1/ Ilee9 4 -0' (46' PRF}rASi 1260 U61 1 3wa 411ee feel 7W 4101 24s1 IN btu 79a eeN IOJ94 Ilan 4'--0' (541 • PRLT'AST 1590 Ion 2110 1931 3751 49a 6400 am 2149 4N6 flu 75Q Wt INN Ilan S-4' 64 PAEOLSf7 121T tm 1430 I9a 25w Ji73 31ee 420 low Mo A66 7fa 7342 ars3 10 6'-10'(711 PRETIRT i1192 1105 1173 1431 2m 2549 a m Jim 1451 2622 43a0 61 711W smod d-6' (76') PR13yi5T 906 t2A 2177 3440 3071 3707 4W 1 aen I= 2177 3W 5761 ilf0 ROW e6S 7'-6' m I'mf'AST • 743 t rm 2"m 2zW2®e 3191 39a5 nll 1 2011 31196 feel 0197 6Qt 9'-4' (1121 PRECAST 554 m 1ree ins 23a4 349 2016 an 702 1143 ISO me-4 34ee some 10-6'(126 PF AST QS ea am 1247 2W t70 2103 25M w Iss lea 10u an 4m 11-e(136' PRECAST 362. 6a Y 1J00 10i6 24D 31I1 1001 39 943 I= 1446 293 Jill 40ee 12' -0' ,,, PRECAST7 337 540 an 1254 ION 2193 2115 sss 540 03 IDI 16M 2W un 3S2 13'-4' 160 PRECAST 296 Al 795 I070 WA ISM all 5061 al 7f5 1079 1421 1f36 ilia 250 14'-0'(168 NECILST 279 121 7a toot Ise 107 2n7 2W 442 701 1002 139 IM 21V MO 14'-'(1767 PRESTRESSED N.R. w1 71a aR eel Iw M ale 763 1370 1902 N2245 7617 au 15-_'(164j PRESTREW NA s RR 6e to RI 0 497 710 Ilea Im 2m 2&o no ti-4'(209' PRFSiRESSFA NA tom HR me Il0 IV 131e ISO IM 1 216 19'-4'(232' FRESTNESM kp, lei Ile ae xR NR in I M 735 43) 750 ION IM 1511 016 21'-4`(2551 MUIRESSEO Nit 10 54050 Nf 111114 US 14U 22W (264) PRESTRESSED M.R. M Nn fill III lfl a IN 31a 550 744 1047 1m 13n 24!-C'(M PRESTRESSED N.R. N3 1A is Eat He RR A 1t9 S0 4f0 ee4 1 eN to" tm 0--ot a. SAFELOAD LENM TYPE BUS 8F8 RIeMU T- 8' (471• RVAV 1025 1024 1598 4'- T (461 PRECAST 765 763 1309 4'- e 1541 PRR'W 502 591 1073 5'- 4' (641 PRECAST 411 411 745 5'- 10'(70') PRECAST 340 339 016 6'- 6' (ml PRE w 507 721 490 74' ( On PRET:75f7 424 634 363 9'- 4' (till PRW.AST 326. 512 230 lor- r(126) PRECAST 264 401 180 11' 4'(13e)PREI;AST 260 432 134 12'- W(1441 PRECAST 244 1 402 137 13'- 4'(1601 PRECAST 217 324 110 1{- 0'(168j PRIXW 206 293 100 14'- V(176j PRES N.R. 2$4 91 16'- 0(11W) PRESTREW N.R. 258 53 17- 4'(=I PRFSI>rFSSED N.R. 194 64 19- P(23Y) PRESTR me 14.R, 140 52 21'- 4' (2587 PRES11MM N,R, 125 42 2Z- e(2641 PRESTRM N.R. 116 40 24W ( 290 PMMFMS597 N.R. 91 33 SAFE UPLIPT LOADS FOR S- PRECAST& PRESTRESSED U.LNTELS me% 4Ar41se1' SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENI3TH ss- rt arf- a a sn- a I Ino- 1rone - a V2041' arl0- 0T 4M- n 9246 WA- Ir 07" 4W- tT eaz- zr 3'' ( 42') PRS AST SM JI M 4 094 ate] 7001 16V 20 3W 4304 IM 422 7001 4'- 0' (401 PRECAST Imm ma nt9 41M we U53 2305 MO 391e OR 6725 41071 4?- 6' (541 PRECA4T I107 20ee Dm 3375 4043 all am tm7 me 2707 5 4047 4711 5370 6, (,) PRE>r1L;t Wil nl 2V§ 2tITA IM a 4a21 IotO I ills nys 1 we 3W 1 IM 4N2 5'- 10'(70 PREW soas 4133 all 15Q 2060 21t33 3 W 731 PqE W 9 H07 20 and to uff I isee I I= 2m I 1 3- Y- 6' (eo') Pt7LTJ1ST• m 1 le2l 2W 1 270 Smoo 7D 1214 la, 2023 Ina t127 5 9'- 4 (1121 PRE09 eel lee 1471 1474 te16 x 5a00 511 as 1313 100 tea 210 11Y ( tZe PRLTAST so sa ale lose 1411 nA 2011 630 6e9 Head1472 tM I= 2346 11'- 4 (136' PRSOAST 94 eao for la 1313 NI am m2 IY2 1943 m5 1r- r(1441WAR 470 ae 724 IN II 130 a0 3ao sw 1302 16 0 i41 13'- 4' I PRL0f5T 416 J10 6" 7m 964 tra 421 . 400 7e0 IUN 11 i 14'- 0' 1tTi7 PRB:AST A4 ue GO n4 lose 410 42a m Iowa km" lee: 17ma 14-Q (176 PRESIRESSFD 20 246396 s0 to n1 ego I ne Isle 15'- 4'(184°) PTrfSTRE55iD a4 2AW 341 No Ile 6n as 7a 12 all 146 17% 4'(2061PRFSRESi•D Is 121 2a7 3" 405 699 74 630 1 1 IV'- 4*(2321PMIRESSFD In as a4e a ew mee 2" 420 W 841 fta lost nuall 21'- 4'(259'i PRESiRESSfD In 904 W an e0 aQ9 Gee in m m 97 721 Iq9 22- O'(264'PRESTRESSm 137 107 To rD iu eee 19 2U 31e t3 see 007 Ame 24'-O'(2867 PRFSTR 2 I 2n s4x 16 are uI tat 31e 4" 101 THE NUNEtDiS IN PARQ489m ARE MUM REDUCTI 45 FOR OW 40 • SEE OE71LT4AL WE N0. 18 ON SIM 3 OF 3. FW AOOED REBAR SEE trDMIAL NOTE N0. 4 ON SEEE7 3 OF 3. R1Onucr .• PROOU67RE4V( SFD mead 01avM , OEM 0camoyi awfoltheflettda eaadalaCbda *Ledo ODUMCoda AteNm oe lb OZ2'>'.AS A tmee lYo 20 ; o Aaleplmtce N0 L I q t7me 1.OQ7. ° ' '03 - 0TE NERAL NOTES - SHEET 3 OF 3 esCootool . 7r' CIw1i i EIS PRE POEM 1EDUC110M8 MR OWE 40 CEHkIM WIE NO. 4 ON SNEV 3 OF 3. i ip•/ PROOUCI• RRY18[ID 0mM 1kvM6sNaHda CMPAMM r' 8424CH579 it I . 0 SEPFNER R. LIM . 4• FLP.LUC.N0.44766 ylq CRETE 8" LINTEL FABRICATION DE7AIL7S R SAFE GRAVITY LOADS FOR 8" PRECAST wf r RECESS OOIUR U-LINTELS SAFE LOAD -POUNDS PER UNEAR FOOT TYPE LENGTH 8R1f6 11AF6-00lBfl 6AF1 line-0 1>I3Y WFI• enle- WN-1 iEIO-I @111-1 OR2 a4 od4-4' (521 PRECAST 1635 174 3756 3fDo 430 542i 61W lee) 1=1 30 fly 6f30 6y0 0479 10W3 4'-8' PRECAST 1494 ISae 3003 2901 3M 4946 WY4 6904 1760 350 am sae 0063 474 loess 5'-6' (66' PRRGIIST 866 ue 1770 1714 W7 9e39 31 301m 1117 24M 4567 63a9 y MIC 1311 5'-10'(70' PRMW 810 es IGWO IWO 2124 2640 3174 3700 1113 t34t I 4142 MOM 411MIN 740ft OMM 6'-6' (M PEW 79J sot Ili 3110 501a 7747 445 73M Sol 105 3120 5040 7015 0471 1 1-6- (W) PRFTJ SC 669 7m 14W 249 3776 57A 7M ed7.1 7m 14W 2459 MCI 043 Wft 1 9. 0' (119' PRECJ ST 411 M 16y 2133 31211 4091 3141 meess I5M 2253 3120 1 40 SMI SAFE IATML LOADS FOR uu•r. ear.d 1" trFr mn nnna ICA Im1m P SA LOADPLF TY LFNOTH PE 8RU6 811F6 19" C-4f (52' PRECAST 758 1 757 1164 4'-8' (54' PIIWAST 694 693 1073 5'-8' (66) PRECAST 408 407 665 5'-10'(70 PRECAST 382 381 616 G. 8' (80l PRECAST 595 788 A64 J'-6' ('90' PFET'AST 509 674 363 9'-8' (1161 FUMT 370 490 214 SAFE UPLIFT LOADS FOR 8" PRECAST w7 20 RECESS DOOR U-LR47M S 4-m-elpat SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH e11FF1r 1 91P14-I le-1 tt e0F7e eOrJe-n me•-1r yn eer14-21 W11- eialz- e9r11- av3o- 4, 4°. ( 521 PREtiIST ley 23a 305e J751 4445 0110 0m I= 2 1 0 d751 4445 140 4'-Ir (541 ME= 067 1y4 n72 1930 3601 4D5 40WO Ila7 604 II7t 2M 3y7 42" 4141 5 ' (6• F'fEGlSr 03 12W 1797 132e 1es4 33ll. 3911 as Ifa9 1707 2Ste Ile54 70dt 3911 5-t0'(79' Fi1FlAS7 ass 1107 174e aR 3_. 17a9 655 11A 1746 2M VM VH 6'' (air) PFIETJLtiT 570 A 1 ISM Iota 2.711 30 90 IeM 1RD IND 248 1 tore MM 71-8' (SCII PRECAST 206 742 Aq I Illy900 6W m I364 r7y 21y 9ISs7 nu 9'-B' (116) PRECAST 3es 40 M Im 04 1=114218CCoo ass Go Ion I3y 1e 1 .131 THE XWMERS H PARWAM ARE PER'RiT REDUCTIONS FOR GRADE 40 a SEE GETFF7lAL NOTE 18 THE NIaIBERS N PARENIHFS9 ARE PERCENT REDUCM FOR GRADE 40 F[ D ADDED RM SEE CENFRAL NOTE NO. 4 FM ADDED RM% SEE G TERM NOTE NO. 4 a.o yp TYPE DESIGNATION IUq ve0ot .ded•a0 ai ya Ry bV add.. m 1M u r L ®adaV - mm 0r / U - WmLt0u p ymmall ii' r40°°afa W 13 16. atitr a I.tdrf 1. alder . mpo1, a•a t«. flltfl 5f.9 Fi2 BE15. 1r F Gel® gm 6R w (g eewta LiOF"eiiaa r01 • arlM .I d•m..1Y=d 'r «sedan d6169r C•41 r NM glro«I ae174 I IOIIOY W WOEI fAWT Ora m isr"• rV D i6 rdo"d1 r 0¢ r faYrilYt„dd v 81F16-18/IT 13 A 0% Cod 6.n1 a .t1a.. 4 CoN d SY• r01td bd + 5 t IA & • Y0:70.1M1MJ J IPIm 0r_ J5 F.os6oc 1.e+ tr eu6 w°en a er w 19) r r rrr.6r eed bob at am a. -A Cow 6me rsd km No orm emu WIN timer u w e(• a°N° 6 rr« mb 0 I 19 fa IN mpf• at b.m be an Ima Ma m1 iaRt W Ame. is mm$3 Iw s) R.tb at mxW ed a/ red yrti 11) sd< I.a W. wowbp d m er hod% 1; ; - 1al M eaN q m m mr I. 1.dWd. Im"IA7 W pmd r•aedo Ix b14506dr aa «fat d.p .1.4r< p AO mf ae M 34 ' r t-1/1• m m lam i0 00 dW Na d , :' :{ '. • . 1 my NA -6i01 16 q 1 Wwcw Ytr d Y om.dr asl 1. bon Or 6dd 6(A ldac• J • " 'I: M t • , ' ' C3L0. gAdFr' w.o Ywr7gi•dloslrmab "rtOOUCTIrfl RiDwa.h 1 o a « « mwGm er FroAA. 9.anr a+aa.ty7yiyvi$ dw-,h Ft. ;t' • ''Y, S• 9 <,•' q 5An t6d Omrarepl.i V w - o2s ./1 _ - % 3E .,,• 710. 17 rbx Iq Co. der4LW Ir hm 13 rdaa Dag IMP' ,r. ,' e. n e®1f A aortal q y}./.mb.d t Osd aeA cw* VA m. «dY.iud D SEE SAFE lNtlQ 10A0 ' ' a ' y ' ' , • ' • • a teas tAu9 d/ r dnelwd deOaMa ' : VZM FUR M R9M ` A ... A PRODUCT• Ra vI= 7 I471A0 W n . 9, w .nua. aw.b" loth e• «I. rd %w g FOR 1lCH m 1 qya. a.m0 7*t with Ok FlariJ AOAIAI Iwd.M0om1 mia moment d d vq hen Q,. :1.: 10? OUE PRODlR7elh6W , -• EEN '' B 7 raEall. - ed 1tld R41 aoo aam.r7clde 44 1m RUV16°U 1 O fdk. irY •I4ai rb• 4 M bald d m. t am a lb lb4 ..9j, 15 REDAR swift awe 0m a01 nit lroltd. 1• C1R lYP • ,+ • - OR40 or 01160 o a A fkn00 - • o •qc Z s7 , 1 : CRAIOPARRNO A6 a Cdf.3ii !TilvW,Ai F1 _i[•YI:IIY I '{ :(CAST-CRFABRICATIONDETAILS Ilrp111riSim1111ii'I:'IIIIr i;6r/urL.r i OEM l'1i lid r rd I>r71 7i`1Ga ll: YL•ZYl k7 r _ 4 .., r,.,.,, 1n>I;l1,ral,u•11.v.;; i;uv in..1..'L71