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2674 Flicker Cv 17-3747; NEW SFH
COUNTY OF SEMINOLE , L IMPACT FEE STATEMENT / BUILDINGTAPPLICATIONI#: 17-10000963 DATE: December 29, 2017 BUILDING PERMIT NUMBER: 17-10000963 UNIT ADDRESS: FLICKER CV 2674 17-20-31-502-0000-1210 / C 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 ADDRESS: 1064 GREENWOOD BLVD, STE 124 LAKE MARY FL 32746 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2674 FLICKER COVE/ WYNDHAM PRESERVE LOT 121 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing ROADS -COLLECTORS N/A Single Family Housing FIRE RESCUE N/A LIBRARY CO -WIDE ORD Single Family Housing SCHOOLS CO -WIDE ORD Single Family HousingPARKSN/A LAW ENFORCE N/A DRAINAGE N/A STATEMENT RECEIVED BY: PLEASE PRINT NAME) 705.00 1.000 dwl unit 705.00 00 1.000 dwl unit 00 00 54.00 1.000 dwl unit 54.00 5,000.00 1.000 dwl unit 5,000.00 00 00 AMOUNT DUE 5,759.00 SIGNATURE: DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT y NOTE** 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 RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk 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 PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 170P LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. THIS INSTRUMENT PREPARED BY: h,my Lalcy Name: Starll ht Homes Florida LLC Address: 1084 Greenwood Blvd Suite 124 Cake Marv. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole i Illlli illll iilll lit II !lIII II!!I IIII till GRANT MALOYr SEMINOL_E COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 9048 Ps 1524 (11`9s) CLERK'S IL 2017131011 RECORDED 12/28/2017 12:13:50 1`11 RECORDING FEES $10-00 RECORDED BY tsmith Permit Number: Parcel ID Number. 17-20-31-502-0000- V,,10 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 Pas 93-102, Lot l --,. Address: —1'-1— -=t i c Cave , Ja rxA—a.- F 3a-f 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 Title Holder Of other than owner) Name: NA CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persona 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 Llenor'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 I, 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. Und penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to to a my k owledge and belief. ry---N6 04-, l 1=dLlk Owmees Signature Owner's Printed Name Florida Statute 713.13(1)(g): ' The owner must sign the notice of commencement end no one else may be permitted to sign in Na or her stead.' State of V4— County of SEknsroo. The foregoing Instrument was acknowledged before me this 1?J —day of by \' I Lt \ 1 Q^ J! Who is personally known to mecl Name of person making statement OR who has produced Identification type of Identification produced: Sheyne Mangel NOTARY PUBLIC STATE OF FLORIDA COmmtf GG11311 f Explres 6/2112021 t 9 DEC Z 1 20V CITY OF SANFORD BUILDING & FIRE PREVENTION BY. %fit 6 PERMIT APPLICATION Application No: 1 —1-5-141 Documented Construction Value: 7C, 2 Job Address: 3'14- 1-::1 I'cLa-A-i Gave- ,rti,,- Historic District: Yes No Parcel ID: 17-20-31-502-0000- 1 a1 O Wyndham Preserve Lot lal 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 Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : 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.: 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: sines@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 SUE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WFFH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5111 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 71k7 9- Signature of Contractor/Agent Date Signature of Notiry-State of Florida 0 Date Shayne Mangel NOTARY PUBLIC i STATE OF FLORIDA Comm# GG113111 tg 0 Expires 6/21/2021 Owner/Agent isPersonally Known to Me or Produced ID Type of ID Robert Wi1lets Print Contractor/Agent's Name Signature of No ry-State of Florida 0 Date Shayne Mange] NOTARY PUBLIC STATE OF FLORIDA w Comm# GG113111 ContractorMEA is Irft WABPKnown 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: 11 11 Flood Zone: X-Sew Pr%TA4HM Total Sq Ft of Bldg: Min. Occupancy Load: 10 # of Stories: I New Construction: Electric - # of Amps 1 9'2 Plumbing - # of Fixtures I5- Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: V'—t L 1-1: ZbWB FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. So. Iola ' -" . NZ Odyssey-U, C,?- Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5F 2 ' (. • 1 R Revised: June 30, 2015 Permit Application C,l- (l CITY OF SANFORD R; l BUILDING & FIRE PREVENTION DEC 2 2017 PERMIT APPLICATION 1 ! Application No: 51 4 1 Documented Construction Value: S 1 0-j CS Job Address: 2 4 ` Llr11HistoricDistrict: Yes No Parcel ID: 17-20-31-502-0000- 12.E O Wyndham Preserve Lot 1 kl Residential ® Commercial Type of Work: New ® Addition 0 Alteration Repair Demo Change of Use MoveEl. Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407- 708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.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 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kuip Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA 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, beaters, tanks, and air conditioners, etc. FBC 1053 Sbail be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1k__ 9- Signature of Contractor/Agent Date Signature of Notiry-State of Florida O Pate Shayne Mange NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 N 19 0 Expires 6/21/2021 Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name 9---v]—I— Signature of Notdry-State of Florida U Date VW SShayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 ContractorMeA s 1 x irftNmiIl;nown 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: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: 7W /2'2 % WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 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: 2674 Flicker Cove Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1210 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: 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) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: NSA Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway W The parcel is not in the: W floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-3747 Reviewed by: Michael Cash, CFM Date: January 2, 2017 P Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & 1,URID J V 18., Landscaping in Right -of -Way wwwAnnfordfl.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 orj3 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 Jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the Kn,.,wh2ftbet0w. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call b.tomyou tag. 1. ProJecttocaUon/Address: 1t CAL'-' u`e- ryko-A 32113 Uiy\r c'lgm Pre- -bti-ki 2. Proposed Activity: Driveway W,, Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repalrs 4. Brief Description of Work: Cb nit v c Jr, di- -, - This application is submitte y: Property Owner. 1 , Signature: K 4 Print Name: Address: Ok21 Grns UwA _a Vd t,At\-c- \_)_u- Phone: t[ G-j -1 O'L Ci lot Fax: 441- b y -1 - 6-160 Email:c John Reny i he. (-r\, A co. Date: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall Include maintenance of the Improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said Installation/ Improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/ or repair as necessary at no cost to the City of Sanford Insofar as such facilities are In the public 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 Requestoi'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 counclipersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or Indirectly out of or connected with the use of the City's right-of-way. I have read an0_upderytand the above statement and by signing this application i agree to Its terms. Signature: Pre -pour Inspection by: Application No: _ Reviewed: Public Works Date: This permit shall be posted on the site during construction. Please call 407. 688.5080 24 hours In advance to schedule a pre -pour inspection. Utilities Approved: I^ ' Engineering Site Inspected by: Special Permit Conditions: Date: Official Use Only Fee: Date: Date: Date: Date: Date: November= 5 ROW Use Drtveway.pdf 12/12/2017 SCPA Parcel View: 17-20-31-502-0000-1210 pp&- I. 1- fml on Parcel Information Property Record Card Parcel: 17-20-31-502-0000-1210 Owner: STARLIGHT HOMES FLA LLC Property Address: 2674 FLICKER CV SANFORD, FL 32773 Parcel 17-20-31-502-0000-1210 Owner STARLIGHT HOMES FLA LLC Property Address 2674 FLICKER CV SANFORD, FL 32773 Mailing 1064 GREENWOOD BLVD STE 124 LAKE MARY, FL 32746-5418 Subdivision Name WYNDHAM PRESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 40 40 40 124 123 122 1 ;1 120 N N N N M O p O O N 0) —4 00 (0 e- 40 40 40 40 41.80 GI Legal Description LOT 121 WYNDHAM PRESERVE PB 81 PGS 93-102 Taxes Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 14.000 14.000 Land Value Ag Just/Market Value " 14,000 14,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 14,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 14,000 0 14,000 Schools 14,000 0 14,000 City Sanford 14,000 0 14,000 SJWM(Saint Johns Water Management) 14,000 0 14,000 County Bonds 14,000 0 14,000 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 8/1/2017 10365 0155 I $3.606,000 1 No I Improved Find Com pwoble SaM Land Method Frontage Depth Units Units Price Land Value LOT 1 1 $14,000.00 I $14,000 Building Information Permits http://parceldetaii.scpafl.org/ParcelDetailInfo.aspx?PID=17203150200001210 1/2 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 1 a - la -1— Project Name: Wyndham Preserve -Lot lal Project Address:3,LP`1LJ Sanford 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 100% 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. Check with the local jurisdiction for fees associated with tugs. Print Nat e wner/Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print Name f Gen. C ctor Signature of Gen. Contractor CGC1522347 Gen. Contractor License # Exerbrook Print Name of El. Contraccttorr f Signature of El. Contractor E` M3Ogf p El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on ,_/ Rev. 02/10/15) REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit ;t d<7N / 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 1 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence Address: Z.-7y 0er_r ctw Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final IFIgul " Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECiI_A+N IAL'PE RIVII+T;rY R' '=;,;~_`- - - - ^:- - -=' Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 121 - 1412 UR Builder Name: Starlight Homes Street: 2674 Flicker Cv State, Zip: Sanford FL 32773 Permit Office: SernjnJe untyCity, Owner. Permit Number.ff nNil11 -4- Jurisdiction: r S Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (1563.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1325.30 ft2 b. Frame - Wood, Adjacent R=13.0 238.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1412.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1412.00 ft2 6. Conditioned floor area above grade (ft2) 1412 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 • c. NIA R= f 1Ducts R ° . ft1. 7. Windows(153.0 sqft-) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 282.4 a. U-Factor: Dbl, U=0.34 105.00 ft2 SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft= a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.614 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1412.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1412.00 ft2 b. Conservation features EF: 0.950 b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/ Floor Area: 0.108 Total Proposed Modified Loads: 47.13 PASS TotalBaselineLoads: 47.74 1 hereby certify that the plans and specifications covered by Review of the plans and 4 CKE S7.grthis calculation are in compliance with the Florida Energy specifications covered by this 0o,,,. • _ Fps Code. calculation indicates compliance the Florida Energy Code. qi,,, - ' f.',•"„ l0 41/ with r,,, PREPARED BY: Before construction is completed 1 O 19 DATE: % this building will be for ginspectedcompliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Ener Code. L l OWNER/AGEI)1T. BUILDING OFFICIAL: DATE: 11 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 10/ 17/2017 4:33 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 121 - 1412 UR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1412 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot Information Lot # 121 Block/SubDivision: Wyndham PlatBook: Street: 2674 Flicker Cv County: Seminole City, State, Zip: Sanford , FL, 32773 CLIMATE v Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1412 13131.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1412 13131.6 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 142 ft 0 1412 ft2 0 0 1 ROOF v # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1579 ft2 0 ft2 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 1412 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1412 ft2 0.1 Wood 10/17/2017 4:33 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Wall T4ppSpace Cavity Width Height Sheathing Framing Solar Below 1 N 2 E 3 S 4 W 5 S Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 29 0 9 4.1 49 9 9 4.1 8 6 9 4.1 54 9 9 13 25 6 9 4 270.7 ft' 4 464.3 ft' 4 79.3 ft' 4 511.0 ft' 4 238.0 ft' 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 2 S Wood Main S Wood Main None None 39 3 39 2 6 10 20.5 ft' 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V # Wall Ornt ID Frame Panes NFRC U-Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 2 3 4 n 1 Vinyl Low-E Double Yes n 1 Vinyl Low-E Double Yes e 2 Vinyl Low-E Double Yes W 4 Vinyl Low-E Double Yes 0.58 0.25 0.34 0.26 0.34 0.26 0.34 0.26 48.0 ft' 9 ft 4 in 30.0 ft' 1 ft 0 in 30.0 ft' 1 ft 0 in 45.0 ft' 1 ft 0 in 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 421 ft' 421 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1532 84.11 158.17 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 10/17/2017 4:33 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 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 ft° DUCTS Supply — Return — Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 282.4 ft Attic 70.6 ft' Prop. Leak Free Main cfm 42.4 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinHJan Feb ki Mar XFeb Mar A r (( pr ( Ma [ X] Jun (X] Jul May [ ]Jun [ j Jul Au[ ri AuX] Se SeP Oct E ] NovOct ki Nov Dec H Dec Ventin Jan Feb Mar X] Apr [ 1 May [ ] Jun [ ] Jul Aug Se X] Oct [X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 45 0 0 1 - Electric Heat Pump 1 - Central Unit 10/17/ 2017 4:33 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 2674 Flicker Cv, Sanford, FL, 32773 New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. N/A 3 d. N/A 10. Ceiling TypesNo a. Under Attic (Vented) 1412 b. N/A Area c. N/A 105.00 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 48.00 ft' 12. Cooling systems ft' a. Central Unit ft' 3.614 ft. 0.257 Insulation Area R=0.0 1412.00 ft' R= ft' R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. i Builder Signature: Date: I:L-1; R-LiT I Address of New Home: tt City/FL Zip: S , F-L_ Insulation Area R=4.1 1325.30 ft' R=13.0 238.00 ft' R= ft' R= ft' Insulation Area R=30.0 1412.00 ft' R= ft' R= ft' R ft' 6 282.4 kBtu/hr Efficiency 30.0 SEER:14.00 kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat T 04rHE S VTg3 O. n G,O0 WIE 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. Contact the EnergyGauge Hotline at (321) 638-1492 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. 10/17/2017 4:33 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 121 - 1412 UR Builder Name: Starlight Homes Street: 2674 Flicker Cv Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number. Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow 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 spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 10/17/2017 4:33 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 121 - 1412 UR Builder Name: Starlight Homes Street: 2674 Flicker Cv Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1412 sq.ft. Cond. Volume: 13132 cu ft. Envelope Leakage Test Results Regression Data: C n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: Eq LA: ACH: SLA: ACH(50) ' 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 building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. 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: yOR'VIIE S74l, O A 10/17/2017 4:33 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 121 - 1412 UR Builder Name: Starlight Homes Street: 2674 Flicker Cv Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 1 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide byLeakage total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: D4 gttE STgl coo WI: 10/17/2017 4:33 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 Project SJob: Starlight-ndharnPrese... wrightsoft° Summary ummaWy Date: 4/14/2017 Entire House EnergyAir, Inc Plan: 1401 S 5401 Energy Air, Ct Orlando, FL 32810 Phone:407-8863729 Email: GRenner@energyairoom VVeb: wAw.energyaircom Project• • For. Lot 121 -1412 UR, Starlight Homes 2674 Flicker Cv, Sanford, FL 32773 Notes: Weather. Orlando ExecutiveAP, FL, US Winter Design Conditions Outside db 44 °F Inside db 70 °F Design TD 26 °F Heating Summary Structure 14087 Btuh Ducts 3603 Btuh Central vent (45 ctm) 1272 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipmentload 18962 Btuh Method Construction quality Fireplaces Area ( ft2) Volume ( fN) Airchangesmour Equiv. AVF (ctm) Infiltration Simplified Semi - tight 0 He tin in C411141113125 13125 0. 31 0.16 68 35 Heating Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 13273 Btuh Duds 5629 Btuh Central vent (45 ctm) 868 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 19770 Btuh Latent Cooling Equipment Load Sizing Structure 1836 Btuh Duds 1094 Btuh Central vent (45 ctm) 1332 Btuh Outside air Equipment latent load 4262 Btuh Equipment Total Load (Sen+Lat) 24033 Btuh Req. total capacity at 0.75 SHR 2.2 ton Cooling Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47-F Latent cooling 7150 Btuh Temperature rise 29 °F Total cooling 28600 Btuh Actual airflow 899 ctrrl Actual airflow 899 ctm Airflowfactor 0.051 ctmBtuh Air flow factor 0.048 cfrnBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 34 °F Backup: Input = 6 kW, Output =19028 Btuh, 100 AFUE Boldrrtalk values have been manuallyoverrfdden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' PghFSuite®Uni\,ersal201717.028RSU17013 2017-Od-17 16:32 51 Pagel ACCP% ... Spedfidwyndham PreseruelLot 121 -1412 URrup Calc = MJ8 Front Door faces S wrightsoft• Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Ar, Ct, Orlando, FL 32810 Phone:407-886-3729 Email GRenner@energyairoom V ab: waw.energyaircom For. Lot 121 -1412 UR, Starlight Homes 2674 Flicker Cv, Sanford, FL 32773 Design Conditions Job: Starlight - Wyndham Prese... Date: 4/14/2017 Plan: 1401 S Outdoor design DB: 92.6°F Sensible gain: 19770 Btuh Entering coil DB: 77.8°F Outdoor design WB: 75.9°F Latent gain: 4262 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 24033 Btuh Indoor RH: 50% Estimated airflow: 899 ctm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 dm Sensible capacity: 20104 Btuh 102% of load Latent capacity: 6015 Btuh 141 % of load Total capacity: 26119 Btuh 109% of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 44.2°F Heat loss: 18962 Btuh Entering coil DB: 68.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow. 899 chn Output capacity: 28600 Btuh 151 % of load Capacity balance: 34 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elecstrip Manufacturer. Model: Actual airflow: 899 dm Output capacity: 5.6 kW 100% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. 2017-Od-17 16 32 51 wrightsoft' Right•Suite®Universal201717.028 RSU17013 Page 1 C ...SpeafidVWyndham Preserre\Lot 121 -1412 URrup Calc= MJ8 Front Door faces S Duct System Summary Job: Starlight -Wyndham Prese... wrightsofts Date: 4114 2017 Entire House By: Energy Air, Inc Plan: 1401 S 5401 Energy Air, Ct. Orlando, FL 32810 Phone. 407-886-3729 Email: GRenner@energyaiccom Mb wmv.energyairoom For. Lot 121 -1412 UR, Stariight Homes 2674 Flicker Cv, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest fiction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.203 / 0.077 in H2O 0.131 in/10011 899 cfm 214 ft Coding 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.203 / 0.077 in H2O 0.131 in/100ft 899 dm Name Design Btuh) Hig dm) Clg ctm) Design FIR Diam in) H x W n) Dud Mati Actual Ln (ft) Ftg.Egv Ln (ft) Trunk FANFDIrFKrr c 3383 105 161 0.140 8.0 Ox 0 VIFx 25.1 120.0 st1 FAM-DINKrr-A c 3383 105 161 0.249 7.0 Ox 0 VIFx 6.4 75.0 FAM-DIr4-Krr-KIU c 3383 105 161 0.139 8.0 Ox 0 VIFx 25.8 120.0 sti ba2 h 571 29 17 0.135 4.0 Ox 0 VIFx 25.1 125.0 st1 bed2 C 1400 60 67 0.244 5.0 Ox 0 VIFx 8.4 75.0 bed3 C 2270 107 108 0.135 7.0 Ox 0 VIFx 25.7 125.0 st1 foyer h 2227 113 69 0.131 7.0 Ox 0 VIFx 34.9 120.0 st1 m bath h 1842 94 44 0.258 6.0 Ox 0 VIFx 8.7 70.0 robed h 2826 144 91 0.273 7.0 Ox0 VIFx 4.3 70.0 VAC h 729 37 21 0.281 4.0 Ox 0 VIFx 2.3 70.0 Name Trunk Type Htg ctm) Clg dm) Design FIR Veloc 00m) Diam in) H x W in) Dud Material Trunk st1 PeakAVF 459 515 0.131 656 12.0 0 x 0 VinlFlx Name Grille Size (in) Htg cim) Clg dm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Dud Mati Trunk rb1 Ox 0 899 899 58.8 0.131 644 16.0 Ox 0 VIFx Boldrdalic values have been manualryoverrfdden 2017-0ct-1716 32 51 wrightsoft' light -Suite® Universal 2017 17.0.28 RSU17013 Page 1 ACCP....SpecifickVWndham Preserve\Lot 121 -1412 URlup Calc= MJ8 Front Doorfaoes: S rQgD Job#: Starlight -Wyndham Preserve Performed for: Lot 121 -1412 UR 2674 Flicker Cv Sanford, FL 32773 Level 1 lower pantry ceiing to 8' VOA VTR r5 CFM Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom RA SA AHU Closet AHU Stand Scale: 1 /8" = 1'0" Page 1 Right-&i eO Universal 2017 17.028 RSU 17013 2017-0ct-1716-32:57 m Presereliot 121-1412 UR.rup LP v WYNDHAM PRESERVE - LOT 121 PLOT PLAN C a00 o c„ N a LAKE MARY BOULEVARD c y d VARIABLE WIDTH RIGHT OF WAY PER EAST LAKE MARY o - CL W BOULEVARD RIGHT OF WAY MAP COUNTY PROJECT PS-0137 v a CIO a 0 _ N89'42'17"E V — — 6 w o Cn 10' UTILITY, BUFFER, 4O' I O o o WALL & LANDSCAPE } h ur Z —EASEMENT (P) ' ti--------- 00 LOT 121 Ui In 'o ` 10' C AREA = 4,843 S.F. PAD29.0 PAD ;5.5 WYNDHAM PRESERVE LOT 121 PB 81, PG 93) DEVIENSION NOTE: Proposed building dimensions shown hereon are of the exterior. 21.0 PATIO 5.5- 8.0 o W PROPOSED J ; 1 STORY RESIDENCE O 2674 FLICKER COVE LOT 122 N o pp 1 1412 ODYSSEY I m ' ELEVATION - U o GARAGE - RIGHT 3 FFE= 30.3 O N 5.5 ; 8.0 i O' Q PORCH Ldw¢ 21.0 S•5' 03- -- - LOT 120 Building Setbacks Setbacks: Per construction plans for 0 0 EL 0 16.0'-- 1WYNDHAMPRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' 10' UTILITY Side = 5' EASEMENT(P) r7 oi ocn > cn¢ o — f- a o 0.00+ t I ri ry PROPOSED 5' CONC SIDEWALK S89.43' 10 "W PROPOSED APRON o FLICKER COVE CONC CURB N 50' RIGHT—OF—WAY PCPCP PRIVATE ROAD) CENTER LINEN89'43'10"E 290.76' V PCP BUILDING 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. iLEGEND:ADUSSD-Access/Drainage/Utilities/SidewalkLB -Licensed usiness BFP-Backflow Preventer hPt Distance Easement Survey eSirmanent Ref. MonumentPRM Reported PCP -Permanent Control Point DescriptionISI FP&L-Florida Power do Light Plat FFE-Finish Floor Elevation D.B.-Deed Book Water Meter O.R.-Official Records Book N-Water Valve P.B. -Plat Book f-Fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Valve Cone. -Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk EI-Electric Box FFE-Finished Floor Elevation O-Utility Pole CI -Curb Inlet Guy Pole GTl-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 EHHo -Electric Handhole D.U.E.-Drainage/Utility Easement COO -Clean Out FMGD -MAG NAIL do DISK XVDG-Irrigation Control Valve P.K. -Parker Kolon Nail Sign SIR -Set 1/2" Iron Rod LB7768 WD4-Gate Water Valve SPKD-Set P.K. & Disk LB7768 yy! Gas MeterFIR -Found 1/2" Iron Rod LB7768 11."-Existing Grade FlP -Found 1 /2" Iron Pipe L87768 d -Blow-off Valve FPKD-Found P.K. Nail do Disk LB7768 ` oa -Drainage Flow Direction FCM-Found 4"x4" Concrete 00-Proposed Design Grade10. Monument PRM LB7778 Note: Some items in above leaen 1-As-Built/Existing GradmaynotbeODDicable I_ Description I Date I Dwn.1Ck'd I P.C. I Order 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 plot plan. 2. Roads, walks, and other similar items shown hereon were token from engineering plans and are 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 do finished floor elevations shown hereon are from the construction plan for *WYNDHAM 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) PLOT PLAN ONLY NOT A SURVEY) For Permitting ONLY) es D. Leviri3r FLORIDA PROFESSIONAL SURVEYOR do MAP! ER NO. ...L..S.......691..55 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL be 0-3lyI D V 1. ZONIN DATE 2' It Ok to construct single family home with setbacks and impervious area shown on plan. 50. ("'lo 1 &IV. ly12 Odyssey- U, CTp, LOT AREA CALCULATIONS LOT = 4,843 SQ.FT. LIVING AREA= 1,412 SQ.FT. GARAGE = 421 SQ.FT. PORCH = 23 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 75 SQ.FT. WALKWAY = 83 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 50.6 % SOD = 2,390 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,000 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 200 SQ.Fr. SOD = 126 SQ.FT. TOTAL AREA AREA = 5,843 SQ.FT. DRIVEWAY = 519 SQ.FT. SIDEWALK = 283 SQ.FT. SOD = 2,516 SQ.FT. 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 "x" DESCRIPTION: LOT 121, 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. Drawn: JE I Checked: JDL I P.C.: Data File:BrimnEast-Plat Date: 09/19/17 Dwg: Bf=nEast-Latl21 Order No.: ^ SEC. 17 — TWN. 20 S. — RNG. 31 E. Field Bk: ru RECORD COPY PALMER ELECTRIC Starlight Homes 1412, Wyndham Preserve LOAD CALCULATION June 9, 2017 I. HVAC LOADS fNEC 2011 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 2.50 TON 4.50 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 5.00 KVA 0.67 5.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 10 17 KVA TOTAL LOAD FOR COMPRESOR @ 100% 4.50 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 369 KVA TOTAL HVAC DEMAND LOAD 8.19 KVA 11. GENERAL LOADS (NEC 2011 - 220.82(B)(1) - (4)) LIGHTING 1412 Sq Ft @ 3VA/Sq. Ft 4.24 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER 120 KVAOLDI/VG l 0.8 DISPOSAL(I) 0.80 KVA 0.8 DISPOSAL(2) SANFORD 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) FpAR 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 7POOL 72 30AMP POOL CIRCUIT _ 7 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 34.74 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 9.89 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2011 - 220.82(B)l 19.89 KVA HVAC LOADS 8.19 KVA GENERAL LOADS 19.89 KVA TOTAL DEMAND LOAD (NEC 2011 - 220.82(A)l 28.08 KVA MINIMUM SERVICE SIZE 117.00 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Typical 150 Amp Electrical Diagram 150 Amp Main 120V/240V RECORD COPY Typical 150 Amp Interior Panel 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL C 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode ONk-DiNc SANFORD FpAR.r W1® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECOPD COPY RE: WPO121 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Ashton Woods Project Name: WP0121 Model: 1412 Tampa, FL 33610-4115 Lot/Block: 121 Subdivision: Wyndham Preserve Address: City: Sanford State: Flordia Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/ TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37. 0 psf Floor Load: N/A psf This package includes 23 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15- 31.003 section 5 of the Florida Board of Professional En9 ineers Rules. No. Seal# Truss Name Date No. Seal# Truss NameI Date 11 IT12667624 IA1 12/6/17 118 IT12667641 I HJ5 12/6/17 2 IT12667625 IA1G 112/6/17 119 IT12667642 I HJ7 112/6/17 I 13 I T 12667626 I A2 112/6/17 120 I T 12667643 I M 1 112/6/ 17 I 14 I T12667627 I A3 112/6/17 121 I T12667644 I M 1 G 112/6/17 I 15 IT12667628IA4 112/ 6/17 122 IT12667645 I V4 112/6/17 16 IT12667629IA5 112/ 6/17 123 IT12667646 I V6 112/6/17 l 17 I T12667630 I A6 112/6/17 I I I I I I I I 18 I T12667631 I A7 112/6/17 19 IT12667632IAB 112/ 6/17 110 I T12667633 I A9 112/6/17 11 IT12667634IB1GE 112/ 6/17 112 I T12667635 I B2 112/6/17 113 I T12667636 1133 112/6/17 114 IT12667637 ICJ1 112/6/17 115 I T12667638 I CJ3 112/6/17 16 IT12667639 I CJ5 112/6/17 117 IT126676401EJ7 112/ 6/17• The truss drawing( s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer' s Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIIrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. o%-DIING SANFORD OFPAR, 7 47 PSG A„q 4%. •' C•E N ,.. 1, No 39380 O'.,• STATE OF p R.t . C-) `, 11S;O N A; 00% Thomas A Alba) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6, 2017 Albani, Thomas 1 of I Job Truss Truss Type ry PlyT12667624TWP0121AlCommon1 Job Reference (optional) rs Firstuource, Tampa; Plant City, Florida 33566 7 640 s Aug 16 2017 MiTek Industries, Inc Wed Dec 06 13.26.08 2017 Pape 1 I D:N9BeziUtzDb53XpKKwxzFz4lTf-92fiHFu13EIpekOW62PrNkZyrVy5sYKDGDDsTyBhL? 1-0-0 7-6-14 14.E-0 21-5-2 29-0-0 30-0-0 1-0.0 7-&14 6-11-2 6-1-!2 7$14 346 = 5.00 12 3x4 = 4x6 = 3x6 = 3x4 = Scale = 1 50 9 io 3x6 = 9-10.10 9-2-13 9-10.10 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.26 10-12 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) 0.59 2-12 577 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.43 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) PLATES GRIP MT20 244/190 Weight. 126 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1120/0-8-0, 8=1120/0-8-0 Max Horz 2=-90(LC 13) Max Uplift2=302(LC 12), 8=-302(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2057/1287, 3-4=-1824/1182, 4-5=1742/1203, 5-6=1742/1203, 6-7=-1824/1182, 7-8=-2057/1286 BOT CHORD 2-12=1051/1838, 12-13=566/1224, 11-13=566/1224, 10-11=-566/1224, 8-10=-1059/1838 WEBS 5-10=377/653, 7-10=-396/436, 5-12=377/653, 3-12=-396/436 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind, ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; Cat. II; Exp C; Encl , GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 2 and 302 lb uplift at joint 8. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.393E0 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 WARNING - VarNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI.7473 rev. 10/O312015 BEFORE USE Design valid for use only wath MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not• a truss system Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' is allays required for stabdity and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type ryDryP T12667625 WP0121 A1G Hip Girder 1 1 Job Reference (ootionall Builders FlrstSource, Tampa; Plant City, Florida 33566 7 640 s Aug 16 2017 MiTek Industries, Inc Wed Dec 06 13.26.08 2017 Page 1 ID:N9BeziUtzDp53XpKKwxzFz4fif-5QmTiixvl bsYXtt AvDTSJS9eDAIjgKMC WjXtzvvtyBhKz 1-0-0, 3 9.74 7-0-0 72-0-0 17-0-0 22-0-0 25 2.2 29-0-0 30-0-0 1-0-0 3-9-14 r 3.2-2 5-0-0 5.0-0 5-0-0 3-2-2 3-9-14 1-0-0I 5x8 = 3x4 = 4x6 = 5x8 = 5 00 12 4 19 20 5 21 22 23 6 24 25 7 3x4 % 3 i 3x4 8 1 J a 34 = 18 2x4 I I 17 26 27 16 28 29 15 14 30 3x4 = 3x4 = 5x8 = 31 13 12 6x8 = 3x4 = Scale = 1:51.8 11 3x4 = 2x4 II I 39.74 i 7-0-0 I 12-M I 16-1-5 2,22-0-0 25:Z- i 29 3-9.14 3-2-2 5-0-0 4-1-5 4-6-11 1.4-0 3-2-2 3-9-14 LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 CSI. DEFL. in floc) I/defl Lid TC 1.00 Vert(LL) 010 16-17 999 240 BC 0.70 Vert(TL) 0 25 16-17 983 180 WB 0.79 Horz(TL) 0.07 13 n/a n/a Matnx) REACTIONS. (lb/size) 2=1241/0-8-0, 13=3270/0-8-0, 9=-183/0-8-0 Max Horz 2=46(LC 31) Max Uplift2=-416(LC 8), 13=-1096(LC 4), 9=-367(LC 19) Max Grav 2= 1 249(LC 19), 13=3270(LC 1), 9=170(LC 17) PLATES GRIP MT20 244/190 Weight. 148 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-2-11 oc bracing. WEBS 1 Row at midpt 6-13 FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2470/815, 3-4=-2317/809, 4-19=-2041f745, 19-20=2040f745, 5-20=-204Of745, 5-21 =-805/309, 21-22=-805/309, 22-23=-805/309, 6-23=-805/309, 6-24=-532/1696, 24-25=532/1696, 7-25=532/1695, 7-8=368/1271, 8-9=332/1027 BOT CHORD 2-18=736/2199, 17-18=736/2199, 17-26=-679/2146, 26-27=679/2146, 16-27=679/2146, 16-28=646/2040, 28-29=646/2040, 15-29=-646/2040, 14-15=-646/2040, 14-30=166/474, 30-31=-166/474, 13-31=-166/474, 12-13=1121/406, 11-12=-921/337, 9-11=921 /337 WEBS 4-17=-71/580, 5-16=0/463, 5-14=1537/538, 6-14=255/1160, 6-13=-2729/981, 7-13=1398/541, 7-12=-108/376, 8-12=-390/147 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 lb uplift at joint 2, 1096 lb uplift at joint 13 and 367 lb uplift at joint 9. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 202 lb up at 7-0-0, 105 lb down and 107 lb up at 9-0-12. 105 lb down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 13-0-12, 105 lb down and 107 lb up at 14-6-0, 105 lb down and 107 lb up at 15-11-4, 105 lb down and 107 lb up at 17-11-4, and 105 lb down and 107 lb up at 19-11-4, and 200 lb down and 202 lb up at 22-0-0 on top chord, and 320 lb down and 109 lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 14-6-0, 81 lb down at 15-11-4, 81 lb down at 17-11-4, and 81 lb down at 19-11-4, and 320 lb down and 109 lb up at 21-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MI.7473 rev. 10/00(2015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not, e truss system. Before use, the building designer must venty the applicability of design parameters and property incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncetion, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Is Truss Type Qty Ply T12667625 WPO121 A1G Hip Girder 1 1 Job Reference (optional) builders Frrstsource, I amps. Plant city, Flonda 33566 7.640 s Aug 16 2017 MiTek Industries, Inc Wed Dec 06 13,26 08 2017 Page 2 I D:N9BeziUtzDjj53XpKKwxzFz4lTf-5QmTixvlbsYXt 1 AvDTSJS9eDAIjgKMCMizWtyBhKz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 4-7=54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert, 4=153(F) 7=153(F) 15=58(F) 17=320(F) 12=-320(F) 19=-105(F) 20=-105(F) 21=-105(F) 22=-105(F) 23=105(F) 24=-105(F) 25=105(F) 26=58(F) 27=58(F) 28=58(F) 29=-58(F) 30=-58(F) 31=58(F) A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MII.7473 rev. iN0312015 BEFORE USE sesses Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent braong M iTe k' is always required for stabdity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qry Ply T12667626 WP0121 A2 Hip 1 1 Job Reference /optional) Rudders FrntSource, Tampa, Plant City, Florida 33566 7 WO s Aup 16 2017 MiTek Industries, Inc Wed Dec 06 1326 08 2017 Pape 1 I D:N9BeziUtzDg53XpKKwxzFz4lTf-5QmTixvl bsYXt1 AvDTSJS9eMvljlKLe WjXIzWryBhKz 1- 0-0, 4-9-14 9-0-0 14.E-0 20-0-0 24-2-2 29-0-0 30-0-0 1- 0-0 4-9-14 4-2-2 56-0 5-0-0 4-2-2 4-9.14 1-00-04x6 = c— 1 3x8 = 4x6 = Scale = 1:51 8 3x6 = 13 12 10 3x6 = 5x12 = 2x4 II 3x4 = 5x12 = 94)- 0 5-6-0 5.6-0 1-0-0 8" LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.14 2-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 066 Vert(TL) -0.37 2-13 >640 180 BCLL 0.0 ' Rep Stress Incr YES WB 0 89 Horz(TL) 003 10 n/a n/a BCDL 10.0 Code FBC20147rP12007 Matnx) Weight: 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=687/0-8-0, 10=1394/0-8-0, 8=160/0-8-0 Max Horz 2=58(1-C 17) Max Uplift 2=1 89(LC 12). 10=-351(LC 8), 8=92(LC 13) Max Grav 2=702(LC 23), 10=1394(LC 1), 8=205(LC 24) FORCES. ( lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1130705, 3-4=-843/495, 4-5=-735/500, 5-6=-214/522, 6-7=281/588, 7-8=-46/369 BOT CHORD 2-13=-539/1008, 12-13=-79/431, 11-12=-79/431, 10-11=79/431, 8-10=-314/130 WEBS 3-13=-303/329, 5-13=-201/400, 5.10=1096/664, 6-10=-443/322, 7-10=-370/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=15ft, Cat. II; Exp C; End., GCpi=0.18; MWFRS ( envelope) and C-C Extenor(2) zone, Cantilever left and right exposed; end vertical left and right exposed,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connectlon (by others) of truss to bearing plate capable of withstanding 189 lb uplift at joint 2, 351 lb uplift at joint 10 and 92 lb uplift at joint 8. 7) " Semi-ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Alban! PE No.39360 Well USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - Verily design paramefara and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not• a truss system Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' isahvaysrequiredforstabilityandtopreventcollapsewthposvbiepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type ally Py T12667627lJob-Reference WP0121 A3 Nip 1 1 optional) Builders FirstSourca, Tampa, Plant City, Florida 33566 7 640 s Aug 16 2017 MiTek Industries, Inc Wed Dec 06 13 26 09 2017 Page 1 ID:N98eziUtzDl)53XPKKwxzFz4rrf-acKrwHwwM9gOVBk5nBzY?NBR9i4r3x8yBS W3JyBhKy 1.0-0, 5-9-14 11-0-0 18-0-0 23-2-2 29-0-0 30-0-0 1-00 5-9-14 5-2-2 7-0-0 5.2.2 5-9.14 1ZO 5xB = 4x6 = Scale = 1:51 8 3x6 = iu 1Z - 1u 9 3x6 = 2x4 I I 3x4 = 3x4 3x8 = 2x4 II 5-9.14 i 11.0.0 18-0-0 + 23-2.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.11 10-12 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) 0.31 10-12 999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.29 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) PLATES GRIP MT20 244/190 Weight, 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purllns. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling direly applied or 5-7-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1120/0-8-0, 7=1120/0-8-0 Max Horz 2=70(LC 12) Max Uplift2=-279(LC 12), 7=-279(LC 13) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2170/1280, 3-4=-1711/1062, 4-5=-1539/1037, 5-6=-1711/1061, 6-7=-2170/1280 BOTCHORD 2-13=-1054/1929, 12-13=-1054/1929, 11-12=738/1538, 10-1'1=738/1538, 9-10=1068/1929, 7-9=1068/1929 WEBS 3-12=-449/366, 4-12=-116/385, 5-10=115/385, 6-10=-448/366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C, End., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed , end vertical left and right exposed;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load.of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift atjoint 2 and 279 lb uplift at joint 7. 7) "Semi-ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI.7473 rev. f NOY2015 BEFORE USE eem Design valid for use only wath MiTek® connectors This design is based only upon parameters shown, and is for an individual budding component, not • a truss system. Before use, the building designer must venly the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek* is allays required for stability and to prevent collapse wth possible personal injury and property damage For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Ouality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type pty Ply T12667628lJob.Reference WP0121 AI Hip 1 1 lop tion All Builders FirstSource, Tampa, Plant City, Florida 33566 7 640 s Aug 16 2017 MiTek Industries, Inc Wed Dec 06 13 26 10 2017 Pape 1 ID N9BeziUtzDij53XpKKwxzFz4lTf-2puD7dxY7ToF7LJHLuUnXakgG6PDoK2pArB3blyBhKx 1-0-0 6-9-14 131 16.0-0 22-2.2 29-M 30-0-0 1-0-0 6-9-14 6 2-2 3-0-0 6-2-2 6 9-14 1-0 0 5x8 = 4x6 = Scale = 1:51.8 3x6 = 12 11 10 9 3x6 = 2x4 II U4 = 5x8 = 2x4 II I 6-9-14 13-0-0 + 16-0-0 22-2_2 I 29-0-0 6-9-14 6-2-2 3-0-0 6-2.2 6-9-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 200 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.12 11 999 240 TCDL 7.0 Lumber DOL 1.25 BC 063 Vert(TL) 0 29 11-12 999 180 BCLL 00 ' Rep Stress Incr YES WB 0 57 Horz(TL) 011 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1120/G-8-0, 7=1120/0-8-0 Max Horz 2=81(LC 16) Max Uplift2=-293(LC 12), 7=-293(LC 13) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=2148/1284, 3-4=-1533/989, 4-5=1357/975, 5-6=1533/989, 6-7=-2148/1283 BOT CHORD 2-12=-1052/1906, 11-12=1052/1906, 10-11=-628/1356, 9-1 0=-1 063/1906, 7-9=-1063/1906 WEBS 3-12=0/284, 3-11=624/484, 4-11 =1 72/353, 5-1 0=-1 72/355. 6-10=-624/483, 6-9=0/283 PLATES GRIP MT20 244/190 Weight: 144 lb FT = 20% Structural wood sheathing directly applied or 3-64 oc purtins. Rigid ceiling directly applied or 5-6-10 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone, cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 Ito uplift at joint 2 and 293 lb uplift at joint 7. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fumy model was used in the analysis and design of this truss Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Ceft 66U 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - VerOy design parameters and READ NOTES ON THIS AND INCLUDED WTEN REFERENCE PAGE MI-7473 my. f 011=0f 3 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual budding component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSViPI1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Dty Ply T12667629 WPO121 A5 Common 16 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Flonda 33566 7.640 s Aug 16 2017 MiTek Industnes, Inc Wed Dec 06 13 26.11 2017 Pape 1 ID N9BeziUtzDp53XpKKwxzFz41Tf-W?SbLzxAunw6kVuUvc?04oGpaVNFXpZyPVxd7CyBhKw 7-&14 14-" 1 21-5-2 29-M 3 1-0-0 7-6-14 6.11-2 6-11-2 7-&14 1-0-0 5. o0 12 4x6 = Scale = 1 50 9 oil i i is 3 ii• iD 3x6 = 3x6 — 3x4 = 3x6 = 3x4 = 9- 10-10 19-1-6 29-M 9- 10.10 9-2-13 9-10-10 Plate Offsets (X Y)=[2-0-0-10 Edge](8.0-0-10.Edge1 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 067 Vert(LL) 0.26 10-12 >999 240 MT20 244/190 TCDL 70 Lumber DOL 1 25 BC 096 Vert(TL) 0.59 2-12 >577 180 BCLL 00 ' Rep Stress Ina YES WB 0 43 HOrz(TL) 009 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 126 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. ( lb/size) 8=1120/0-8-0, 2=1120/0-8-0 Max Horz 2=90(LC 13) Max Uplift8=302(LC 13), 2=302(1-C 12) FORCES. ( Ib) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2057/1287, 3-4=-1824/1182, 4-5=1742/1203, 5-6=1742/1203, 6-7=-182411182. 7- 8=2057/1286 BOT CHORD 2-12=-1051/1838, 12-13=566/1224, 11-13=-566/1224, 10-11=-566/1224, 8- 10=-1059/1838 WEBS 5-10=377/653, 7-10=-396/436, 5-12=-377/653, 3-12=396/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3 Opsf; h=15ft; Cat. II, Exp C; Encl., GCpi=0.18; MWFRS ( envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 8 and 302 lb uplift at joint 2 6) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING • VeMy cosign paramatan and READ NOTES ON THIS AND INCLUDED M11EK REFERENCE PAGE e01-7173 rev. 10/0]l1015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Dty Ply T12667630 WP0121 A6 Hip 1 1 Job Reference (optional) Builders FirstSburce, Tampa,' Plant city, Florida 33566 7 610 s Aug 16 2017 MiTek Industries, Inc Wed Dec 06 13 26 11 2017 Pape 1 ID,N9BeziUtzDh53XpKK—Fz4rrf-W7SbLzxAunw6kVuUvc?04oGrT MgXoNyPVxd7CyBhKw 1-0-0, 6-7-2 12{r$ I 16-5-8 22.4-14 29-0-0 30.0-0 it-0-0 6-7-2 5-11.6 3-11-0 5-11.6 6-7-2 1-0-0I q)1 0 5x8 = 4x6 = Scale = 1:51 8 3x6 = 13 12 . - to 9 3x6 = 2x4 11 3x4 = 3x4 = 2x4 II 3x8 = 6-7-2 12-0.8 16-5-8 22-4-14 29-0067-2 5-11.6 3 11-0 5-11-6 6-7-2 Plate Offsets (&) — 2I0-3-0•Edge],_[4:0-5-12,0-2-8],_[7:0-3-0 Edge] 11:0-1-12 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 054 Vert(LL) -0.11 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0 28 12-13 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.50 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 143 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-&14 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1120/0-8-0, 7=1120/0-8-0 Max Horz 2=-79(LC 17) Max Uplift2=-290(LC 12), 7=290(LC 13) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2156/1284, 3-4=-1571/1005, 4-5=1395/988, 5-6=1572/1005, 6-7=2156/1284 BOT CHORD 2-13=1054/1914. 12-13=-1054/1914, 11-12=652/1394, 10-11=652/1394, 9-10=-1066/1914,7-9=-1066/1914 WEBS 3-13=0/272, 3-12=591/460, 4-12=-161/361, 5-10=-161/362, 6-10=-590/459, 6-9=0/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed , end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint 2 and 290 lb uplift at joint 7. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - Ve ft design Parameters and READ NOTES ON THIS AND INCLUDED INITEK REFERENCE PAGE MI.7473 rev. I1103/2015 BEFORE USE aaaae Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not '• a truss system Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' is adrnys required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and braong of trusses and truss systems, see ANSVTPII Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East BNtl Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Pt T12667631 WPO121 A7 Hip 1 1 Job Reference (optional) Builders FirstBource, Tampa, Plant City, Flonda 33566 7 640 s Aug /6 2017 MiTek Industries, Inc Wed Dec 06 13.26.12 2017 Page 1 I D:N9BeziUfzDh53XpKKwxzFz4IT1_BOzYJyoe42zMf rgSJ WFc?pypw5zGJl5e9gAfeyBhKv 1-0-0 5-7-2 10bE 18-5-8 23-4-14 29-0-0 30-0-0 5.7-2 4-11-6 7-11-0 4-11-6 5-7-2 1-0-0 5x8 = 4x6 = Scale = 1:51.8 3x6 = 13 12 -- 10 9 3x6 = 2x4 II 3x4 = 3x4 = 3x8 = 2x4 II 5-7-2 ,j t0ir8 { 18-5-8 2 l- 0l14 2 t 5-7-2 4-11$ 7-11-0 4-11b 5-7-2 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1 25 TCDL 7.0 Lumber DOL 1 25 BCLL 0.0 ' Rep Stress Incr YES BCDL 100 Code FBC2014ITP12007 CSI. DEFL. in (loc) Udefi Ud TC 0.83 Vert(LL) 0.12 10.12 999 240 BC 0.61 Vert(TL) 0.37 10-12 918 180 WB 0.24 Horz(TL) 0.10 7 n/a n/a Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No 2 *Except' TOP CHORD 4-5. 2x4 SP No 1 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1120/0-8-0, 7=1120/0.8-0 Max Horz 2=67(LC 16) Max Uplift2=-279(LC 8), 7=279(1-C 9) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2171/1277, 3-4=-1756/1079, 4-5=-1586/1053, 5-6=-1756/1079, 6-7=2171/1277 BOT CHORD 2-13=-1052/1929, 12-13=1052/1929, 11-12=-765/1585, 10-11=-765/1585, 9-10=1067/1929,7-9=-1067/1929 WEBS 3-12=398/334, 4-12=-100/393, 5-10=-99/393, 6-10=397/334 PLATES GRIP MT20 244/190 Weight: 139 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 5-7-11 oc bracing. 1 Row at midpt 4-10 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonooncurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 2 and 279 lb uplift at joint 7. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. a Thomas A. Alban! PE No.39360 MiTek USA, Inc. FL Cod 66U 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - Vert& design pammerars and READ NOTES ON THIS AND INCLUDED M1TEN REFERENCE PAGE WI.7473 1010=015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component. not • a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncabon, storage, delivery, erection and bracing or trusses end truss systems, see ANSViPl1 Quality Cnteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatton available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply T12667632 WP0121 AB Roof Special 1 1 Job ReferenrP (optional) Builders First9ource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc Wed Dec 06 13.26 12 2017 Pape 1 ID:N9BezIUtzDB53XpKKwxzFz4Rf-_BOzYJyoe42zMfTgSJWFc?px w27GF15e9gAfeyBhKv 1-0-0, 5b14 10b-0 12-5-820-5-8 24.4.14 29-0-0 30.0-0 1-0-0 56.14 4-11-2 1-11.8 8-0-0 3-11-6 4-7-2 4x6 II 5x12 = 4x6 = Scale = 1:52 7 12 103x6 = 3x4 = 4x6 = 3x6 = 3x8 = 3x6 = 66-10 I C12^5-8 20-5-8 29-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 125 TIC 0.88 TCDL 7.0 Lumber DOL 1.25 BC 079 BCLL 0.0 ' Rep Stress Ina YES WB 0 50 BCDL 100 Code FBC2014rrP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1120/0-&0, 8=1120/0-8-0 Max Horz 2=67(LC 16) Max Uplift2=275(LC 12), 8=331(LC 13) DEFL. in floc) I/deft Ud PLATES GRIP Vert(LL) -014 12 >999 240 MT20 244/190 Vert(TL) -0 38 10-12 >886 180 Horz(TL) 0.11 8 n/a n/a Weight, 140 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-7-9 oc bracing WEBS 1 Row at midpt 5-10 FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2170/1295, 3-4=-2053/1307, 4-5=2320/1495, 5-6=1767/1121, 6-7=1932/1153, 7-8=2128/ 1297 BOT CHORD 2-13=1072/1932, 12-13=-763/1545, 11-12=-1073/2066, 10-11=-1073/2066, 8-10=1093/1905 WEBS 3-13=240/283, 4-13=-307/469, 4-12=-791/1310, 5-12=-1051/755, 5-10=-329/214, 6-10=131 /458 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extefior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been idesigned for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 2 and 331 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI.7473 rev. 10107/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not '• a truss system Before use, the budding designer must venfy the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Crtteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply T12667633 WP0121 A9 Roof Special 1 1 Job Reference(optional) Builders FirstSourre, Tampa,' Plant Gty, Florida 33566 7 640 s Aug 16 2017 MiTek Industries, Inc. Wed Dec 06 13.26.13 2017 Pape 1 I D:N9Bezi Utz Dh53XpKKwxzFz4lTf-SOaMIezOPOAq_o2s001 U9CL5uJS2?eRFtpOkC4yBhKu 1.0-0, Sb14 i10-" 14-5-6 22-5.6 29-0-0 30-0-0 i 1-0-0i 514 4.11.2 i 3- 11 8-0-0 6-6-8 Scale = 152 7 4x6 = 3x4 3x4 = 4XIS = 11 3x4 = 5x8 = 10 9 3x4 = 3x6III 7 6 10 14-5-8 20-7-8 22-5-8 29-0-0 7. 6-10 6-10-14 6-2-0 r-1-1D-0 6.6-8 Plate Offsets (X,1)— [2:0-3-0.0-1-8],_[6:0-24 D-7-0],_[7,0-1-1 Edge] LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.10 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.23 11-13 >999 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ines YES WB 0.66 Horz(TL) 0.02 10 n/a n/a BCDL 100 Code FBC2014ITP12007 Matrix) Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling direly applied or 6-0-0 oc bracing 7- 12 2x6 SP No 2 WEBS 1 Row at midpt 6-11 WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0 except Ut=length) 2=0-8-0, 10=0.3-8. lb) - Max Horz 2=-07(LC 17) Max Uplift All uplift 100 lb or less atloint(s) 7, 10 except 2=217(LC 12), 9=378(LC 13) Max Grav All reactions 250 lb or less atjoint(s) 7, 10 except 2=785(LC 1), 9=1263(LC 1) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=13531847, 3-4=-1153/763, 4-5=-1169/827, 5-6=993/670, 6-7=-375/696 BOT CHORD 2-13=662/1189, 12-13=-325/766, 11-12=-3221767, 10-11=646/505, 9-10=646/505, 7- 9=581 /460 WEBS 3-13=279/313, 4-13=-249/441, 4-11=271/470, 5-11=7701615, 6-11=-1024/1731, 6- 9=-1200/825 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, Cat. 11; Exp C; End., GCpi=0.18; MWFRS ( envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 10 except Qt=lb) 2= 217, 9=378. 8) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 68U 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AVI.7473 rev. 10/03/2013 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply T12667634 WP0121 B1GE Common Supported Gable 1 1 Job Reference (Dolionall Builders FimtSource, Tampa,' Plant City, Flonda 33566 1-0.0 1 D1s0 4x6 = 7.640 s Aug 16 2017 MiTek Industries, Inc Wed Dee 05 13.26, 14 2017 Pape 1 I D:N9BeziUtzDjj53XpKKwxzFz4lTf-wa8kz_2Ailhbyd3akrhQuT2jwLkFJ05T9HkXyBhKt 1 D-6-0 1-0.0 Scale = 1,37.0 3x4 = 23 22 21 20 19 18 17 16 15 14 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1 25 BCLL 00 ' Rep Stress Ines YES BCDL 10.0 Code FBC2014/TPI2007 CSI. DEFL. In (loc) Vdeft Ud TC 0.08 Vert(LL) 0.00 12 n/r 120 BC 0.04 Vert(TL) 0.00 12 n/r 120 WB 0 04 Horz(TL) 000 12 n/a n/a Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 21-0-0. lb) - Max Hors 2=-67(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 21, 22, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 19, 20. 21, 22, 23, 17, 16, 15, 14, 12 FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight 99 lb FT = 20% Structural wood sheathing directly applied or 6.0-0 oc purllns. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 21, 22, 23, 17, 16, 15, 14.12. 10) "Semi, -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cert UU SW Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - Verity design perarri and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE AVI.7473 rev. f NO3120f 5 BEFORE USE Design valid for use only wth MiTek® connectors This design is based only upon parameters shown, and is for an individual budding component. not '• a truss system Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is ahvays required for stability and to prevent collapse wnh possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSVTPII Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Ply T12667635 WP0121 B2 Common 4 1 Job Reference (aotionan Builders FirstSource, Tampa.' Plant City, Florida 33566 7 640 s Aug 16 2017 M,Tek Industries, Inc Wed Dec 06 13 26 15 2017 Pape 1 I D:N9BeziUtzDji53XpKKwxzFz4lTf-Omh6AK7hx7OYD6CFBR4yEdRal784TgZYK7vgGzyBh Ks 5-6-14 10-6-0 15.5.2 I 21.0-0 22-0-0 1-0.0 r 5{r14 4-11-2 4-11.2 5-6-14 1-0-0 o Scale = 1:37 8 4x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = a i 7-2-10 13.9-6 21-0-0 7-2-10 6-6-13 f 7-2-10 Plate Offsets Yn {X — [2:0-2-0,Edgg],_[6:0-2-0,Edgg] . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.36 Vert(LL) -0.06 2-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.19 6-8 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.17 Horz(TL) 005 6 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix) Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=824/0-8-0, 6=824/0-8-0 Max Horz 2=-67(LC 17) Max Uplift2=225(1-C 12), 6=225(LC 13) FORCES. (lb) - Max. Comp [Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1444/891, 3-4=1272/838, 4-5=1272/838, 5-6=1444/891 BOT CHORD 2-10=707/1272, 9-10=385/863, 8-9=385/863, 6-8=719/1272 WEBS 4-8=257/447, 5-8=267/300, 4-10=257/447, 3-10=267/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=O 18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 3 MWFRS for reactions shown; Lumber D0L=1 60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=225, 6=225 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39360 MiTek USA, Ina FL Cert r1634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - VerHy design jsaramafara and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7177 rev. iN07/2015 BEFORE USE Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Ouality Critena, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information evadable from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Tru99 Truss Type Oty py. T12667636 WP0121 B3 Common 3 1 Job Reference (ootionall Builders F stSource, Tampa,' Plant City, Florida 33566 7,640 s Aug 16 2017 MTek Industries, Inc Wed Dec 06 13 26 15 2017 Pape 1 ID:N98eziUtzDjj53XpKKwxzFz4rif-Omh6AK?hx?OYD6CF8R4yEdRa678?TgUYK7vgGzy8hKs 51s14 10-6-0 I 155-2 21-M 1 0-0 5b-14 4-11-2 4-11-2 55-14 Scale = 1:36.3 4x5 = to 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 7-2-10 6-6-13 7-2-10 ' Plate Offsets (X D=_[2.0-2-0.Edge],-[6:0-2-0.Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 038 Vert(LL) -0.06 2-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1 25 BC 0.53 Vert(TL) -0 19 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 018 Horz(TL) 0.05 6 n/a n/a 8CDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=750/0-8-0, 2=827/0-8-0 Max Horz 2=73(LC 12) Max Uplift6=196(LC 13), 2=226(1_C 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=1450/900, 34=1277/847, 4-5=1287/856, 5-6=1450/911 BOT CHORD 2-9=747/1277, 8-9=-415/869, 7-8=-415/869, 6-7=759/1290 WEBS 4-7=-269/460, 5-7=274/306, 4-9=254/446, 3-9=267/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf, h=15ft, Cat. II; Exp C, End., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed , end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=196, 2=226. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A Alban! PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL SU10 Date: December 6,2017 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE MI.7473 rev. 1N0312015 BEFORE USE Design valid for use only wmth Wek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the budding designer must verily the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-e9 end BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Trues Type Oty Ply T12667637 WP0121 C.11 Jack -Open 6 1 Job Reference (ootionall Builders FirstSburce, Tampa, Plant City, Florida 33566 7 640 s Aug 16 2017 MTTek Industries, Inc Wed Dec 06 13:26.16 2017 Page 1 I D: NgBezi UtzDjj53X pK KwxzFz41Tf-tzF UOg?JiJ YPrGn Rh9bBnrzpOXcLC9ThZn eOo PyBhKr 1-0-0 1-M 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift3=-8(LC 1), 2=69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown Scale = 1,6 6 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 244/190 Vert(TL) -0.00 2 >999 180 Horz(TL) -0.00 3 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11, Exp C, End, GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 3) " This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cert SW 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - VerNy design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. iNMOI a BEFORE USE Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual budding component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSU Pl1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply T12667636 WPO121 CJ3 Jack -Open 6 1 Job Referenra lorihonall Builders FOstSburce, Tampa, Plant City, Florida 33566 7 640 s Aug 16 2017 MrTek Industries, Inc Wed Dec 06 13.26:16 2017 Pape 1 I D: N 9B eziUtz Dg53Xp KKwxzFz4lTf-tzF UOg?JiJ YPrGn Rh9 bBnrzpkXb I C9ThZneOoPyBh Kr 1-0-0 3-0-0 Scale = 1.10 9 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0 00 3 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matnx) Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purtlns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift3 42(LC 12), 2=72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; Cat. II; Exp C, Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone, cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A Albani PE No.39360 MTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI-7473 ray. 10,113/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not • a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent bucking of individual thus web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-09 and BCSI Building Component 69D4 Parke East Blvd Safety Irdortnation available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T12667639 WPO121 CJ5 Jack -Open 5 1 Job Reference (ootionell Builders Firssource, Tampa,- Plant City, Florida 33566 7 640 s Aug 16 2017 MiTek Industries, Inc Wed Dec 06 13.26.17 2017 Page 1 I D,N9BeziUtzDjJ53XpKKwxzFz4lTf-L9psbODxTdgGSOMeFs6QJ2 WvMxtexcjgnROxLryBhKq 1-0-0 5-0-0 1-0-0 5-0-0 il 2x4 = Scale = 1:15 1 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.39 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 2-4 >820 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0 00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purllns BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=81(LC 12), 2=75(1_C 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MiTek USA, Inc, FL Cert 66U 69U Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M I-7473 rev. 1010112015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not• a truss system Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing WOWisahvaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing o1 trusses and truss systems, see ANSVTPII Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply T12667640 WPO121 EJ7 Jack -Open 9 I Job Reference (optional) Builders FustSource, Tampa,' Plant city, Florida 33566 ill 1-0-0 7-0-0 3x6 = 7.640 s Aug 16 2017 MTek Industries, Inc Wed Dec 06 13 26.17 2017 Pape 1 I D:N9BeziUtzDjj53XpKKwxzFz4lTf-L9psb00xTdgGSOMeFs6QJ2 WrExgCxcjgnROxLryBhKq LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) 1/defl Ud TCLL 20.0 Plate Grip DOL 1 25 TC 066 Vert(LL) 0.10 24 772 240 TCOL 7.0 Lumber DOL 1.25 BC 048 Vert(TL) 0.24 24 337 180 BCLL 0.0 ' Rep Stress Incr YES WB 0 00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift3=102(1-C 12), 2=85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:19.1 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf; h=15ft; Cat. II; Exp C; End , GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except at --lb) 3=102 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI.7473 rev. 1116=015 BEFORE USE Design valid for use only wth Mi rek® connectors This design is based only upon parameters shown, and is for an individual budding component, not • a truss system Before use, the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabncabon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information evadable from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty ply T12667641 WPO121 HJS Diagonal Hip Girder 1 1 Job Reference (ootionall Builders FirstSource, Tampa; Plant city, Florida 33566 7 640 s Aug 16 2017 MiTek Industries, Inc Wed Dec 06 13 26,18 2017 Page 1 I D:N98ezIUtzDjj53XpKKwxzFz41Tf-pLNFpM 1 ZEwo64awgpadfsG37AKELg2LD47Vtlyl3hKp 1-5-0 3-9-9 6-11-14 7-0-2 15-0 3-9-9 3-24 Scale 3/4"=1' 2x4 = 2x4 = 3.9-9_ I 7-0-2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014lrP12007 CSI. TIC 0.19 BC 0.23 WB 0.08 Matrix) DEFL. in Vert(LL) -0.01 Vert(TL) -0.03 Horz(TL) 0.00 loc) I/dell Ud 6-7 >999 240 6-7 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=74/Mechanlcal, 2=315/0-10-15, 5=151/Mechanical Max Horz 2=100(LC 4) Max Uplift4=-47(LC 4), 2=103(LC 4), 5=32(LC 8) Max Grav4=80(LC 19), 2=315(LC 1), 5=151(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=377/48, 3-8=-355/63 BOT CHORD 2-10=101/337, 7-10=-101/337, 7-1 1=101/337,6-11=101/337 WEBS 3-6=-366/110 NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=1b) 2=103. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, 68 lb down and 85 lb up at 1-4-15, and 25 lb down and 38 lb up at 4-2-15, and 25 lb down and 38 lb up at 4-2-15 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, and 18 lb down at 4-2-15, and 18 lb down at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, 8=22) Thomas A. Albani PE No.39360 MTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 AWARNING - Verify design parematars and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI1-7173 rev. f 0/OYi01 S BEFORE USE Design valid for use only wmh MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse w th possible personal injury and property damage For general guidance regarding the fabncation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandna. VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty PIy T12667642 WPO121 HJ7 Diagonal Hip Girder 2 1 Job Reference (ootionall Builders FustSource, Tampa,' Plant City, Florida 33566 7 640 s Aug 16 2017 MiTek Industries, Inc Wed Dec 06 13 26,19 2017 Pape 1 ID N9BeziUtzD8'53XpKKwxzFz4Rf-HYxdOi2B?EwzilY0NHBuOTbEukWhPSg7Fkt2PkyBhKo 1-5-0 s2-9 9-10-1 1 s G 5-2-9 4-7-8 Scale = 1.21.8 1i 2x4 = 2x4 = Zx4 it 5 52-9 4-7.8 ' Plate Offsets (x Y) [41Edge 0-0-6 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 039 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.10 6-7 >999 180 BCLL 00 ' Rep Stress Ina NO WB 0.28 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matnx) Weight. 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=124/Mechanical, 2=445/0-10-15, 5=290/Mechanical Max Horz 2=131(LC 22) Max Uplift4=87(1-10 4), 2=-145(LC 4), 5=-82(LC 8) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=763/200, 8-9=738/215, 3-9=703/207 BOT CHORD 2-11=272r702, 11-12=272/702, 7-12=272f702, 7-13=272f702, 6-13=272f702 WEBS 3-7=0/286, 3.6=-748/290 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C, Encl., GCpi=0.18, MWFRS (envelope); cantilever left and right exposed , end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except at --lb) 2=145. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 85 lb up at 1-4-15, 68 lb down and 85 lb up at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25 Ib down and 38 lb up at 4-2-15, and 50 lb down and 87 lb up at 7-0-14, and 50 lb down and 87 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15. 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0.14 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 2-5=20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=75(F=38, 13=38) 13=36(F=-18, 13=18) Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cert 66U 6904 Parke East Btvd. Tampa FL 33610 Date: December 6,2017 WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE e01.7473 rev. 10103/2015 BEFORE USE Design valid for use only, with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury end property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-ate and BCSI Building Component 6904 Parke East Blvd Safety Irdorrnation available from Truss Plate Institute, 218 N Lee Street, Suite 312, Nexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oily Ply T12667643 WPO121 M1 Monopdrh 1 1 Job Reference lootionall Builders FirstSource, Tampa,' Plant City, Florida 33566 7 640 s Aug 16 2017 MTTek Industries, Inc Wed Dec 06 13 26.19 2017 Page 1 I D:N9BeziUtzDp53XpKKwxzFz4rif-HYxdOi2B?EwzijVONH8uOTb9bk WoPWD7Fkt2PkyBhKo 1-0-0 6-6-8 2x4 11 Scale = 1:19.0 2x4 = 4 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 073 TCDL 7.0 Lumber DOL 1.25 BC 0.47 BCLL 00 ' Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0 08 2-4 >898 240 MT20 244/190 Vert(TL) -0.20 2-4 >359 180 Horz(TL) 0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=216/0-6-8, 2=304/0-8-0 Max Horz 2=128(LC 9) Max Uplift4=78(1-C 12), 2=93(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=163/270 Weight: 26 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf; h=15ft; Cat. 11; Exp C, Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone, cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber D0L=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) "Semi-ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cer16634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10403/2015 BEFORE USE Design valid for use only wth MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual thus web and/or chord members only. Additional temporary and permanent bracing WOWisahvaysrequiredforstabilityandtopreventcollapse -th possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply T12667644 WPO121 M1G Half Hip Girder 1 1 Job Reference footcrW) Builders FirstSdurce, Tampa, Rant City, Florida 33566 7 640 s Aug 16 2017 MiTek Industries, Inc Wed Dec 06 13.26.20 2017 Page 1 I D,N9BezIUtzDjj53XpKKwxzFz4lTf-IkV7D22pmY2gJt4Cw?f7xh80D8wU8xOHUOcbxAyBhKn 1-0-0 5-M 6-6E 1-0-0 5-0-0 1-6 8 N II C 0 5x8 = 3 Scale = 1:16.5 2x4 = 3x4 = ° LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1 25 TC 0.35 Vert(LL) 0.02 2-6 999 240 TCDL 70 Lumber DOL 1 25 BC 0.25 Vert(TL) 0.05 2-6 999 180 BCLL 00 ' Rep Stress Ina NO WB 0.13 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=381/0-6-8, 2=349/0-8-0 Max Horz 2=103(LC 5) Max UpIAS=137(LC 5). 2=115(LC 4) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=298/69 WEBS 3-6=0/347, 3-5=-430/129 PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 Do purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat II; Exp C, Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=137, 2=115. 6) "Semi-ngld pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 87 lb up at 5-0-0 on top chord, and 149 lb down and 60 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)- Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-4=-54, 2-5=20 Concentrated Loads (lb) Vert: 6=149(B) 3=60(B) Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 AWARNING • VarUy daalpn panmafars and READ NOTES ON THIS AND INCLUDED MIIEK REFERENCE PAGE M11.7473 rev. 1 NOY1015 BEFORE USE Design valid for use only wrath MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • e truss system Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing WOWisallaysrequiredforstabilityandtopreventcollapseoathpossiblepersonalinjuryandpmpertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, OSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 366110 Job Truss Truss Type Qty Ply T12667645 WPO121 V4 Valley 1 1 Job Reference (oolionall cuiraers rnsrbource, Tampa, ream ury, rionae as000 40 2x4 3-6-0 r.wu s Aug ho zui r ivu i ex mausmes, me wea uec uo a zo zu zui r rage i I D:N9BeziUtzDg53XpKKwxzFz4lTf-IkV?D22pmY2gJt4Cw?f7xhBUIByQBzSHUOcbxAyBhKn 2x4 II 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 200 Plate Gnp DOL 1.25 TC 0 13 Vert(LL) n/a n/a 999 TCDL 70 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=96/3-56, 3=96/3-5-6 Max Horz 1=49(LC 11) Max Uplift I =-26(LC 12), 3=-34(LC 12) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1 10 2 PLATES GRIP MT20 244/190 Weight: 11 Ito FT = 20% Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.opsf; h=15ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Extehor(2) zone, cantilever left and right exposed ; end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1 60 2) Gable requires continuous bottom chord bearing 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss Thomas A. Alban! PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 6,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7477 rev. 10103/2015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. among indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing WOWalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabncaLon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-99 and BCSI Building Component 69114 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qy Ply T12667646 WPO121 V6 Valley 1 1 Job Reference footionall Dun— rirslaource, —Pa. nam ury, rionua aoobb 5-" r.Wu s Ang lb zul r MI I eK inansmes, inc. vvect UOc ub 13 zb,zu 2u1 r rape 1 I D:N9BeziUtzDjj53XpKKwxzFz4lTf-IkV7D22pmY2gJl4Cw7f7xh8PO8tY8zSHU0cbxAyBhKn 2x4 11 2 3 2x4 2x4 II Scale = 1 15 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=17015-5-6, 3=170/5-5-6 Max Horz 1=86(LC 11) Max Uplift 1 =-47(LC 12), 3=61(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5.6-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind- ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II, Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires Continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical oonnecbon (by others) of truss to bearing plate capable of withstanding 100lb uplift atloint(s) 1, 3. 6) "Semi - rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 669 6904 Parke East Blvd. Tampa FL 33610 Date: December 6, 2017 AWARNING • Verily tlulgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7173 ray. f d0J/i07S BEFORE USE Design valid for use only with MtTek® connectors This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is alvraysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 69D4 Parke East BNtl Safety Information available from Truss Plate Institute, 219 N Lee Street, Suite 312, Ale"ndna, VA 22314 Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center late on Oint unless x, indicated. y 6 4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injuryoffsetsare Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing, 9 g, is always required. See SCSI. 0;18 r c+-2 c2-3 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves p WEBS may require bracing, or alternative Tor I lYOOAC4U 3. Never exceed the design loading shown and never L stack materials on inadequately braced trusses. p4 Provide copies of this truss design to the building For 4 x 2 orientation, locate c7-e CO-7 cse F- ro propertydesigner, erection supervisor, e owner and plates 0- ++d' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIrrPI 1. Connector plates. pTHE LEFT. 7 Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPI 1. Plate location details available in MiTek 20/20 software or upon request. NUMBERS/ LETTERS. 6. Unless otherwise noted, moisture content lumber shall not exceed 19% at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC- ES Reports. use with fire retardant, preservative treated, or green lumber The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4x4ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel t0 slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSIfTPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at rt. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings supports) occur. Icons vary but 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 16. or treated lumber may Useofgreenypose unacceptable environmental, health or performance risks. Consult with project engineer before use Industry Standards: ANSI/ TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB- 89: Design Standard for Bracing. is not sufficient. SCSI: Building Component Safety Information, MiTek® 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANS RPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 mm mti 29-0-0 BEARING HEIGHT 5GHEDULE e-e-e zl-e-e Hanger List H1 HTU26 lu m mm ra m m CP m c m mm mn u m n NOTE5: L) REFER TO 0 91(ELOMEN DATTONS FOR HAMM MTALLATTON AND TEIWOEAtY D CI&) MET TO ENSMRED OEAYDGS FOR FEMAMM ORACO6 tEQAtED 7) ALL 1NTnp%ES VOE YALLEY Fgot (OPETELYDECCfR EFE TO DE TAD. M FOR ALTERNATE DEAM EMMUENTS ALL MALLETS AfEMD TO DE CQNENTIONMlY FRAIELEDDDTDEt4) ALL TtU55E5 AE OE5ITMD FOE 7 W%DIDI SIALD1i LNLE% OTEMSE NOTED O) ALL WALLS SHOWN ON RACEIENT FLAN AE CO SKIMV TO DE LOAD BEA04FL L LE55 OTHEttl% NOTED 6.) 5Y47 HE TO? KM r. INSTALLED rnrH THErorDEDna. 7) ALL EOOF MISS HANGEM TO DE 50PSGN KM6 MESS OTHERWISE NOTED ALL ROOF TVJ% HANSECS TO DE SDPSRN TM472 LKESS OTEMSE NOTED D) DEAWIEADEMI NTEL ((HD[) i0 DE R"MSNED DT OILOEt R TR a Ft SHOP DRAWING APPROVAL DDs LAYan R THE SaE sate rOE FAMCATION OF n!NiS AM YODS ALL MWM ARMFLTUM Of OTIEE Tt%LATONS RFEW ANO AFFMAL OF TIDS LAYaIT wAT ME allM DEUM ANY TUM5 WLL DE DAT FEEEY ALL UROEM TO Win A6VNST OWM5 THAT iLL IIS LT N E% TYA DNGES TO TOE y.wr. lw H1 — m h w LNBuilders AFlrstSource Orlando NIONE 407- a5L2100 FAX 407-MI-7111 Plant City RMONE. 8I5- 75q-79lI FAX- 8I5-792-M32 t Ashton Woods Starlight 5-0- 0 3-0-0 21-0-0 1412 Odyssey 29-H UML %. WP0121 EnLi N 5 Uff 12/ 5/ 17 1 1 Josh 7 Is,ka,r, RECORD COPY n City of Sanford Building and Fire Prevention Product Approval S J ation Form 1 7- 3 7 4 7 Permit # I FPAR Project Location Address Cw-e As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Fiber Classic FL15000-R2 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wayne Dalton 5120/6100/9100 #0230 FL9174.3-R11 Roll U Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp. Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Hardi Bldg Prod Inc HardiPlarik Lap FL13192-R4 Soffits Aluminum Coils Mastic Endurance FL12194-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed CorpRoofing CertainTeed Asphalt Shingles FL5444-R10 Underla ments InterWra ,Inc Underla ments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Lomanco Aluminum Roof Louver FL3792-R8 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete USA Inc High Strength Concrete Lintels FL158-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 P. 6/9/2017 Florida Building Code Online Professional Regulation f ar l lal BCIS Home I Log In 1 User Registration I Hot Topic I Submit Surcharge I Stats B Facts I Publications I FBC Staff I BCIS Site Map I Links I search Flofida y r Product Approval IUSER: Public User Product Approval Menu > Product or Application Search > Application Llst > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15000-R2 Revision 2014 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan 1. King, P.E. Validation Checklist - Hardcopy Received FL15000 R2 COI Certificate Of Independence odf Standard year AAM A/ W DM A/CSA 101/ 1. S.2/A440 200S ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect https'//foridabuilding.org/pr/pr ppp_dtl.aspx?param=wGEVXQ,vtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8p/o2fuCfc2MRiSC82vp/o3dp/pad 1/3 619/2017 Florida Building Code Online FL15000 R2 Eauiv FL - 15000 Eauiv of Standards.odf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Products Method 1 Option D 05/29/201S 06/28/2015 07/05/2015 08/19/2015 FL # Model, Number or Name Description 15000.1 a. 'Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 11 INST 15000.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.1 for Design Pressure Ratings, any FL1S000 R2 AE EVAL 15000.1.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "1" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL150005000 R2 11 INST 15000.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I' part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.3 c. "Fiber -Classic" or "Smooth -Star" 8'0 'Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 ll INST 15000 3 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000 3 odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "T' part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.4 d. 'Fiber -Classic' or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 It INST 15000.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.4.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.5 I e. "Fiber -Classic" or "Smooth -Star" 18'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) https://(loridabuilding.orq/pr/pr_app dll.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%3d%3d 213 6/92017 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.5.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II INST 15000.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I' part number doors, which have been stained or painted within 6 months of Installation.) Dack Nort Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an ANEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibf1ty Statement :: Refund Statemem 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. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do rot 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 here . Product Approval Accepts: ctYKl Credit Card Safe htt,Ds:ll(loridabuildng.orgtprlpr_app dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%gad%3d 36 36.00- MAX F DOOR — PAMIWDTH ff) ad DOOR PANEL Fiber Classic EXTE j f 71 HORrZOiNtAL uHusS !iLclfom DOOR PANEL 0 0 5nLE OP RAILICAITSERcLASWC) rISER CL, fid 4 jr: g 41, in zoos HINGE 511 -2-TT)" ZZ N.T.S. F'18M CLASSIC) IM RAIL 2 VEMCAL CROSS SECTION —r6 VK DOOR PANEL Ff. LFS WMIJQ Mo. FL-155000.3 aEu _.3 or_L2 IrrGLAit 1/2" MIN. lue CUSS THK. 40 1/8" FFGntTEMPERED GLASS 25• STEEL INTERIOR INTERCEPT SPACER 40 47 SEE NOTE I 15' 1NSULAiED GiBSs tYL SIC LITE FRAME GLA7fNG DETAG 13.9371i" MAX. IANIINIDTH 7,125 MAX D.LO_ WIDTH r AIR SPACE 1 8" TEMPERED GLASS INTERIOR INTERCEPT SPACER 29 SEE NOTE 1 5" INSULATED CLASS W/ PVC UTE FRAME .LAZING DETAIL 1/2" MIN, CLASS THK. TTEMPERED CLASS AIR SPACE 1/8- TEMPERED GLASS E i H, tt NUIL i KORfZONTAL CROSS SECTION a SIDELINE PANEL 1 2157 25W p 6 7A 6 a 1 PSCEUnWE IC FRME D 0AD PS EU 1E7 -{ I, I Z VFFTIGL CROSS SECTION LI + SIDQITE PANEL H 1.. Spoclnp for Item -fM & #41 (fits frame *crown) is as fotton's: From tha bottom up an sides 6.5, 4 +with ( 7) more cpacad at 9.675' o.e. ihsra are (7) SIDELINE TOP & BOTTOM RAIL a ryp both top and bottom at 2.125" In from each SIDEUIE PANE1 42 EUTE B K SIDE 5 TLE comer. Smooth Star F1t``CER JOINTED PONDEROSA PAN£, SC-0.43 y ANGER JOINTED PONDEROSA PINZ SCa0,43 49no. oi37715'MIN. Ile. GSP1K pp p U 6 y •` N 1aJ.Y"•• : O 0Z n 7 rrrrril 111} ` p p ' a 1. Thu sldetlte It dbvd set Into the jamb with (72) item #43 a g6 x 2" pfh. (rood rarew. Thcra are 73 (4) at ouch vertloal Jamb, from the top down at is 13.5 , 31 ; 484' & 66' There are (2) at the e 1-i/4 MIN 21 i8 header at 4' from the outside aornera of the $ ti frame. There are (2) at the s11t, 4" from the QEMELfryp•) $ outside aamene. N T HORIZONTAL CROSS SECTION_ 48 1-1/4- MINI c 49 EMB. (TYP) 1SMM. i7 13 6 45 C-M 4J 44 a 7 dr; rT`-' j' r QINTERIOR10 ALINE SEE NOTE 1 _ 0 3 FMERIOR . • y 21 a.ra 02 24 72 9 s:ue N.T.S. 9q i0 16 12 • am. or, JK 2 HORIZONTAL CROSS SECTION / 3 1 HORIZONTAL CROSS _SECRON txrEHiOR aft g ro, L3 d 7 7 - - 18 FL-1H0003 n L ar 12 " o a,a.,Q..a,.+.•. - +.ter- ,..,.o. •--,^ s-^..,--^- „'o^"'^"..'.'o^"^ rIYFHFID WONo'WN FORM4SONRYFERENCEJri OPEMNG p MULLION II JAMBS a SHOWN FOR II a REFERENCE It 11 a II 2x BUCK II a II II a fl II p ASTRAGAL II II a SHOWN FOR 11 m II p REFERENCE it ul dcS II a II aII II DOUBLE W/SIOFl MES BUCK ANCHORING MASONRY OPENING CONCRETEANCNOINOTES: 1. Con dndrartocationr otthe canners may beacoared to mcdntaln the mb. 2X BUCK edIIe d&tcuim to mortor joint:. 2 Conaate anchorlodatlalu noted as',V X. ON CE?4ETr rrnat be adpated to mafilatn Ille min. edge distance to modarjotr addtlonal concrete anchors mW be regL&Ba to enswe the"MAX ON CB4Ti ' dmension are rent exceeded. 3. Concrete mchortabte: I.: J4'1TC}70 3- V,fN''•', t•". l i? SSGC1 k-, FRI i, _ ' ITW TAPCON e LTRACOB' N 7/S' 1.1/4' 4. MASONRY-7- OPENING T.p HEAD a JAMBS p Y 2x BUCK p 1 H1 ASTRAGAL 1 SHOWN FOR 1 REFERENCE 1 C W ON IIII II SHOWN FOR flSHOWN 49 i REFERENCE I I TYP. HEAD II JAMBS II II 11 II II II II II II II II qI1IIJ'i II MULLION dNo II SHOWN FOR I I II REFERENCE If 11 II II Il MASONR7 OPENING 2X BUCK X pi 1 F u'ry E" n u! r in o F a° I d 02 24 12 sahLb N.T.S. am sn JK LFS wts.lL e 8 or 12 f lfllllll \\ NNa 1&Bfi' FS I&W MAT ins 14-W e BOTTOM LL 27 TYP' 27 TYR TYP. e• v o v a =,q l'S AS - y s25' 327 G a 1.41T OJS 0.77• m x SEE NOTE 1 6 12 4 O — d orvc 0 24 /2 ; NOTE: 2i ASTRACAL MAIL wua N.T;s. o+a m JX a 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP oac ar: LFS AND THE BOTTOM. n FL- 15000.J n air tat P 0 THERMAITRU THERMA TRU DOORS Tle r"RLeT11r11L MR., f°RTl I OH 4 017 FIBER CLASSIC"/ "SMOOTH STAR" 8'0 INSWING w/ & WOUT SIDELITES FIBERGLASS DOOR ION -IMPACT" GENERAL NOTES I. This product has been evaluafed and Is In comply of with the Sfh 6dMon PON garde BuOrMg Code Pqsfruahrtol-pkornentsbdudmg>tte%ghVetocilyHudccmeZone PIQ. 2 ProductandtamshahbaasGatedand spacedasshown onCetdrs.Anctu-rembearterrttoboss material shall to beyond wal droa ft orstucco. S. When ued h the 'HVt r ft pcodual•kTequhad fo be protected Wilk an impoctreslstanf, covering that compres vRh Secilon 1626 of the FDC. 4. Whersused In areas outride of the "WIC re"ngwitd borne debris protection ftVs product a requhed to be protededwifh an Impact reshtant coveAng ltrat compOsv4Wedon 1609J2of a 5. For2t stud froT& q conslnlctloh anchor'ut8 of thcro uritc shall be the some of ihat dtewn for 2( buck masonry corahuctlorc Fi 6. Sltecond7bnsthat deviate from Ito detoRsoffhtsdmMngrequlefntherenC(meelSSganaystiby aOcersed engbwerarregislerodochitoct. 7. This product does notmoa the walmIrdirottanregv2smerftfor The -HVMr.hsw'nguNtsShell be hufalled only in non-habIldWe areas or at habitable Iocafcm protected by on ovechong or g cdenopy such that theanglebetweentheedgeofcampyoroerfiaVtosMIsfezthen45greenTAMOFOOMENBSaFEre D= Vpnom I ele nL d pressWas a goneral retns 2 Door an drlaiswnwthshz 3 cl hbercloni 4 Sidelta paneldetd&& &&V deto> b 5 Vadloolooasedlom 6 Hoftron al crass sacbm 7 Hod7wNalcrosrsec a 6uckAnchorfn 9 Frarna 10 Frame ancrcft I1Astrogal defalic 12 Molmatedalsil,compomerill haso'WX OYSL41lttWEVIM D D 10 Pr-,%CTNE ACTNE Ul I SEE acTNL A- 9tEE7 6 5 MUEILE W/ 57DELlTES IN5WNG UNrr oxko 37- V MA)L 0VVtAU FWAM WiJM 113 3, 6 7 SEE DETAIL -A- 1 j SHEET a s SINGLIIYJMNNG UIlrr SEE DETAIL -A-/ SHEET 6 S S SlN g W/SRIfIff_ YfS_ IN , C UNIT 9 ofzddgWaa j gEig gigSINGLE + 67.0 - 67. 0 00 tFs DO081F +47.0 -47.0 + 60.0 1 -60.0 awmro Tar GLI a DOg1I +47.0 - V7 +60.0 .60.0 tt—lSOoa< 1TI/SIDELITES sir 1 c 55 56 EXTEMOR 54 e oe 3dArMAX DOOR INTERIOR MM& PAMELWIDTHF HORIZONTAL CROSS SECTION DOOR PANEL 4M? o" I Z4S EXTE8112R ff IL a C4 viw TC 54 5ip AR) Z( 1.-0= STAR) IA Smooth Star -Wr d LM CAM 02/24/12 ICOM tnrc56HLMEBOTTOMRAIL2VERTICALCROSSSECTF04 r N. SMOOTH,IAI) f.rSTAR) T. S. 2,/ DOOR PANEL o FL- 15000.4 ow - Z_ or-L2 gi 2 SEE NOTE 2 Zr- 9- 3f 14 VERTICAL C ZaS.S SECTION 5 m 7 2 V.D iGL GROSS SECTION 5 NOTE 1 13 2 alb 9 C d d lie S VEIMCAL CROSS SEIMON S Shown w/ix sub —buck OP710NAL SURFACE BOLTS ON ACTIVE PAMI SEE DESIGN PRESSURE CHART) JSICAL 1. Tho efdoltto Is direct act tnto tha jamb with (12) Itom jF43 a #8 x 2' pfh. wood screw. Thom aro (4) at cash wrtlaat Jamb, from the top down at 31', 485' & 66'. Them are (2) at the heador at 4" from the outside comers of the frame. them am 2) If13 a #0 x 2-112' pfh. wood straw at the sill, 4' from the outside comers. 2. OPTIONAL SURFACE BOLTS ON ACTIV< PANEL SEE DMCW PRESSURE CHART) 0 i off: 24 12 5c4P 1'1•T-S- 0% is JK cft r. LFS FL ot— ali iN6r B SEE NOTE 1 The Is direct into the t 1, s;delRe sat jamb rr,runt N with (12) Ram R13 . f8 r 2" pfh. Wood 4 11 oa E 'z screw. There are (4) at such verfloal 9Ejamb, horn the top do-n at 13.5'. 31 ". ACTIVE z m 4a.5' h 66'. There are (2) at the header by d c uwfat4" from the outside comer• of the _ 2-1/2 A .: c., frame, that. am (2) J13 a /a s woad caraw at the a1I1, 4" from the K V aiL;• t :1:. pfh. lry..t a 1 M outside cvmera. r IWERJOR 41 79 36 45 44 DEWL k35787 OPTIONAL SURFACE BOLTS ON ACTIVE PANEL 1-114 hilN• SEE DESIGN PRESSURE CHART) FhAI (RPM INTEnror{ 3 HORIZOMAL CROSS SECTION I o 6 z 22 0.16'MIN. C•W 39 a 24 a 7 SEE NOTE I . 27 a 7 43 33 z0 INACTIVE ACTIVE 70 C1 R 1 a: tom ,Z v 13 JNTE8IQ8 S6 44 a o y 4 cz a 9 10 37 45 oav 02 Z4 12 cc" N.TS. oec an JXIQB 1 HORIZONTAL CROSS SECTION TB 2 HORIZONTAL CROSS SECTION LFS d u ra, a 6 FL^1500a.4 n wa xl c II 1 I II 1 wl Z g d. I I 38 MASONRY I I I I OPENING II II MASONRY OPENING TYP• HEAD JAMBS 4 f isssls l 3 dou II II ASTRAGA1I LFOR I ASTRAGAL R ..z SHOWN SHOWN FOR L 2-4 oI III I I 2X BUCK 9 REFERENCE R a$ 2X BUCK oda I '- MULUON I MULLION- 1SHOWN FORSHOWNFORII 1 REFERENCEREFERENCE 11 I II ct II 1 !t 1 L andIII11tl11 I 11 I 1 ODOR W/5f0E1J1E5 J,)_OUBLE BUCK ANCHORING RUCK ANCHORING I II II 38 MASONRY OPENING II II MASONRY OPENING jAMBSO IIAMBS II I II 2X BUCK 2Y. BUCK II MULLION II CONCBEI MCKORNOT13 II SHOWN FOR II t. Corrrote w harlooaRons at the comas maybe odfusted to ma rfttn the mart edt7o datance to mortar Ms l I REFERENCE I I I Z Concrsfe ancharlocations noted as MAX ON C2N7ER'murt be adjusted to .! ,a mthe er6h. odgedklonce to mortar joestL additione! concreto ontors may borequiredto onsum rho MAX ON CEWFR" dunerufon am rot e=eeded. f I I I NULLI ON lIo, c O a S Concreteaxhwiada I I SHOWN FOR I I n CS I REFERENCE II m II II g oar.p2 24 72 i N.T.S. ITW;. I I I I OWL n JX m' TAPCON ELCO ULTRACON I SEE OETAL 3' OPENING FRAME 2X BUCK I Bn A T FT7-ir I I i I SEE a .2-X LA1TON w 1x BUCK D I STALLA7I0N JJAuss rm. SUCK SEE DETAIL 1' 7YP. SILL 14 1 I f I I i I B' A' DOUBLE DOOR 19/SIDELIT!=S CONCRMANCHOR NOTES: T. Concrete onrharbcations at the comes maybe acusted to mafrrfoln thO rnim edge obt alce to mortarjobts. 2 Concrete anenarlocatl0nt noted ds AMX. ON CENTER'rnwtbo oulLatod to maTrrfafn the mhl. odg0 dislanca to mortar)ofnt adaXonal concrete anchors may be requted to erne the %TAX bN C1 CW dimension am not exceeded 3 Concrete ancbwfabte: dtrfartce,lel 1. MaintaIn min aedge wood screws to Prevent the sp&ft at wood oo7HES& ( 2) ANCHORS' REO' D ONLY WHEN DP > 47 PSF 2X BUCK SEE DETAIL r BUCK TYP. HEAD R JAMBS O BUCK IYP. 7TP. SAL n SEE DETAIL 51 pi R cf V i 5 VIEW ' C'— r.. •• J L_ A. NEW An —•A' SINGLE DOOR W/SIDUM 13 49 JO JO W/ 2x BUCK NSTALLATION 1 0 31 31 13 W// 1X BUCK 4a INSTALLATION 10 DETAL do TO ASTRAGAL SURFRF ACE BOLT STRIKE PLATES ® HEAD TO DAL ' S' 13 31 0 73 0 30 DETAIL - I- DETAIL ' 4' SURFACE BOLT STRIKE PLATE THRESHOLD Dm sn JK rm sn LFS OM1aC IDS t1- 15D00.4 VIEW ' C'— r.. •• J L_ A. NEW An —•A' SINGLE DOOR W/SIDUM 13 49 JO JO W/ 2x BUCK NSTALLATION 1 0 31 31 13 W// 1X BUCK 4a INSTALLATION 10 DETAL do TO ASTRAGAL SURFRF ACE BOLT STRIKE PLATES ® HEAD TO DAL ' S' 13 31 0 73 0 30 DETAIL - I- DETAIL ' 4' SURFACE BOLT STRIKE PLATE THRESHOLD Dm sn JK rm sn LFS OM1aC IDS t1- 15D00.4 Y e' i s'°•a4 i ' 1 SEE DETAIL +2' to w/nc BucK — MASONRY INSTALUtTON OPENING W/tx BUCK 3IWAuxnoN M. H FAD FRAME I tv SILL 2X BUCK SEE74 TM°' DETAIL 't' SE DETAIL '4" DETAIL '3' r Ij VIEW 'R"-"RVIEW C -"C' B- -..- J L.r A' DOUBLE DOOR CONCREWA HCHOR NOT0. T. Cbhaefo anrhork x;ffem at the comers maybe a[Qusted to maQthrin the mtn. edge distance to marfarloiv t; 2. ConCID10wWhcrlocofrortsnoted at MAX ONCENMrmustbeadtuofodto mafntak the mkL odyc distance to mortar jolrm addlflonalconcete anchors may be n3QL0ed fo ensWe fhe "MAX ON C N ER' dtnernion are not waded. 3. Conr7ete anthrsr tahla au mlami n.C..• iA • nf.^ate r._ri 4'+a...i9AS )ice?_ iea'i/VYC tlwit ITW TAPCON ri TAPCON° 3/ 14" 1-1/4" T 1-1/2- D SCREW INVALLATION NOTM 7. Mo o rnt wand rows edge dstance, 7 end —rice, i T C.C. $pad rtg of fhe sp6fftnp of wood. IF 712X BUCKOPENING M HEAD k JAWS FRAME - - a 2X BUCK SEE pDETAIL 4 TIP. SILL - t. SINGLE DOOR W/iX BUCK INSTALLATION 13 12 W/ TX e" INSfALLAMN 13 10 10 ORAlL ' S' 70 DETAIL ' S' W/Ix 13UCK sO INSTALLATION IV/ 2X SUCK 13 INSTALIA DETAIL I 49 0 30 W/2X BUCK 73 0 31 INSTALLATION 37 W/1X BUCK 48 INSTALLATON DETAIL '2' ASTRAGAL & SURFACE BOLT o STRIKE PLATES ® HEAD 12 i 37 37 0 a z afm 02 2A• 12 30 0 30 sari MTS. DETAIL "1" orti JK r SURFACE BOLT STRIKE PLATE Cm on LFS 3 owa He i THRESHOLD A._ 15000. 4a i ism10 or1 t7 A0, 1111 * 1&Bzr 1B3S 70.65 1Bb" 14.37 r TYP * 29 l I 2 791P 0.75 R 4 SEE NOTE 1 S u 3 R v 4 O n ffII oRm 0 < 12 C D WL NX& t NOTE, 24 om ea xc o K rn LFS 3 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP W— AND s THE BOTTOM. FL-13000.4 0= or p UWDTW U IDia0m a 4 s r PANEL 5t .1.07 WJL>$ BY TNM A -TAU All Mdd .1—A rlmili" .J F MWASS r0 A,sw ®0 COMM QG10• 8 T ° U L Af ffll 1111 A``` r o D V o z LIS F IsF o x d\\ ers n z BI ISM I a ac JO SURFACE BOLT S7RtKE PLATE / i a' crrFl 1 Uff lDW r - LTV 2 2 WDOO FRALfF FINGER JOINTEO PONDER054 PINE, sG-0.4J $ w QLNG DOOR ROTTOJ./ SWEEP VINYL -080" MAX WALL, W n 035' UK HALL a t va 2ur--{ -{ Om 02 24 12 suit N.T.S. 19 c F nnlcnN vM1E t)1 FcuOtp om on JK ALUA/71JL M Am _045' Wd I 1 7M 15 INSWING SIOEl1fE . 080' THK WALI- WNYL TYP_ ,@DTTDM SOOT oa Un LFS 0.09" EXTRUDED VINYL WALL 'y° w: FL-1D000.4 Slat 12 °r-a I R R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box23t1yahico FL33595 PhonyBt3.65931W FlorldoBoard orPrdUdoWPneLRarCm irmeorAmhoriraiouNo.9E13 Product Sub Category Manufacturer Product Name Category Therma- Tru Corporation Fiber Classio" / "Smooth Star' Lrtterlor Syringing Exterior 118Industrial Ortve at Inswing w/ and w/out 91delitias Doors Assemblies Edgerton, OH 43617 Fiberglgss Door Phone ( 419)298-1740 Non-im ad' Soaps: This Is a Product Evaluation report l9sued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID ff 1998) forThenma-Tru Corporatton based on Flute Chapter No. 61G20-3, Method I oohs State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest In the corvepy manufacturing or distributing the product or in any other entity Involved In the approval process of the product named herein. I. moations: 1. This product has been evaluated and Is in compllanca with the 6th Edition (2014) Florida Building Code (FBC) structural requirements Including the'High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on detalls. Anchor embedment to base material shall be beyond watt dressing or stucco. 3. When used in the'HVHZ" this product is required to be protected with an Impact resistant covering that complies with Section 162e of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind bane debris protection this product Is required to be proWcted with an Impact resistant covering that compiles with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buok masonry construction. 6. Site condl8ons that deviate from the details of drawing FL-1500D.4 require further engineering analysts by a licensed engineer or registered architect. 7. Inswing configurations do not meet the water Infiltration requirements for the 'HVFW. inswing units shall be installed only In nor, habitable areas or at habitable looatlons protected by an overhang or canopy such that the angle between the edge of canopy or overhang to slit Is tens than 45 degrees. 8. See drawing FLA6000.4 for size and design pressure limitations. Support/ nq Oocumenfs: 1. Test Report No, TEL 01480337-A,B4O TEL 0146033&A,B,C STTS00001 154Z?- 107362 ATI e7608.01.108-18 ETC 01-741-10701.0 ETC Of 741-1070&0 ETC 01-741-10593.0 TEL 06-1031-3 TEL 06-1031-4 Tcst Standard ASTM Dt135.03,ASTM D1929-96 ASTM 1)2843-99 ASTM D635.03, ASTM D1029-96 ASTM D2843-99 ASTM GW-85 ASTM E84-00a ASTM D1929-96 TAS 202.94 TAB 209-94 TAS 202-94 TAS 202.94 TAS 202-94 Teatina Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P,E, Testing Evaluation Lab.,lnc, Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Archltecturel Testing, Inc. ETC Laboratories ETC Laboratories ETC Laboratorles Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lncr. Lon Hicks, VP Operations William E. Rtdh, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. Mark D. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. Drawing No, Prepared by b;, eKU" j depVp Signed &Sealed by No. FL 15000.4 RW Building Consultants, Inc. (CA 09813) i ; . : i 1?L; f4/ Jl Lyndon F. Schmidt, P.E Calculations Prepared by ;+•; r l {i fi ., v i ned & Sealed b Anchoring RW BuQding Consultants, Inc. (CA49813) tip >a i:r6 5 ` imdon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. ?y ; • t Quality Assurance Certificate of Participation issued by National Accreditation and Managemotlt', Institute certifying that Thertna-Tru Corporation Is manufacturing products Y,t., Lyndon F. Schmidt, P.E. within a quality assurance ptogram that compiles with ISO/IEC i 7020 and i`- £ , ' a : !: .. . y` FL PE No 43408 Quids63. ':;;'+• f`.` + 4'.;,?, 2l2/2016 Sheets of 1 `;+.,. , ,•; Florida Building Code Online Fl- A Application Type Code Version Application Status Comments Archived Product Manufaclaurer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florlda License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Pagel of 3 FUS332-RZ Affirmation 2014 Approved EN MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsltlinger@mlwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 National Accreditation and Management Institute 12/31/2015 Steven M. Urirh, PE J Validation Checklist - Hardcopy Received a • q_ • .1( Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 MI affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product($) are In compliance with the new Florida Building Code. DocumentatJon from approved Evaluation or Validation Entity OYes ONo ON/A https://www.floridabuilding. org/pr/pr_app_4tl.aspx?param=wGEVXQwtDgtH8572gvdW L .. 8/31/2015 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL15332 R2 COC FLIS332-COMP tdf Method 1 Option D 04/30/2015 04/30/2015 05/06/2015 Page 2 of 3 Summa of Products FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 145-3/4'x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZi No Fs M32 R7 II 08-00 00C Ddf Approved for use outside HVHZi Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: YesDesignPressuresN/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5108078.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 I SERIES 420 ALUMINUM SGD I RSERIES 420 EINFORCED ALUMINUM SGD OX, XO, XX 96"x80' NO Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 II 08-00498C.odf Approved for use outside HVHZ. Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 5108058 odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4'x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FUS332 R2 Il 08-02248A odf Approved for use outside HVHZ Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512968A.ndf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 11 08-02249A.Ddr Approved for use outside HVHZ: Yes Verified By: Luis Roberta Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE c »aFca od f PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"A96' REINFORCED Limits of Use Installation instructions Approved for use In HVHZr No FLIS332 R2 IT 08-0 25na Ddr Approved for use outside HVHZr Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 512970A.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96• Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 U 08-00499C Ddf Approved for use outside HVHZs Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5108068 odf PRESSURE RATINGS Created by Independent Third Party; Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96' ALUMINUM SGD https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtII8572gvdWI... 8/31 /2015 Florida Building Code Online Limits of Use Installation Instructions Approved for use In HVHZ: No R 15332 R2 Ii OB OOSO1C.odf Approved for use outside HVHZi Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant, No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports other. REFER TO APPROVAL DOCUMENT FOR DESIGN Fi 1_5333 R2 AE 510808B,20f PRESSURE RATINGS Created by Independent Third Party: Yes Page 3 of 3 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143'x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 RZ 11 08-OD502C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 67514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Fl t 533Z R2 AE 5108098 odf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.9 SERIES 4301440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 11 08-00503C odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: WA Evaluation Reports other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLL5332 R2 AE 510810B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes sects — Cpnbrct Us :: 1940 North 4o..._.. St"t. TaOahassee FL 32399 Phone: 0%A87-1E24 The Stare of ftreda 6 an AAMED employer. Cog"ht 2007-2013 Stain of Florda.::FrMcYSiAtamart r] AcrassrbIlitr Sbbemedt :: Refund Stiterim Under Florida taw, e,ail addrasse ate public records. If you do not want your e-mail address released In response We public -records request, do not send electronic man to this entity. Instead, contact the dike by phone or by traditional moll. If you haft any questions, please contact 850.457. 1395. cPursuant to Section 455.Z75(1), Florida statutes effective October 1, 2012, Ike roes ncensed under Clvptor 455, P.S. must provide the Department with an Gnat address It Um have me. The ema0s provided may bo reed for official communlatlon with the licenses. Hawayer arre0 address are public record. IT you do not wish to supply a personal address, please provide the Department whh an arro9 address wlddr an be made available men public To determine It you are a licensee under Chapter 455, F.S., please dldL here, Product Approval Accepts] CreditSArFdE https:llwww.floridabuilding.orglprlpr_app_dtl, aspx?param=wGEVXQwtDgtH8572gvdWL.. 8/31/2015 N mom MUM A AlX)EO FlANCZ A•Yp IN INSTALLATION 72/10/13 R._ NOTES: 1. THE PRODL'Ci SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. , 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd•,1.5 WAS JSED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: 0- MUDED ALUMINUM 6063-TS. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTV_ SYSTEM 1S REQUIRED FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. e. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4% 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN :,0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO — OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANC:iDRS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. ;'OR ANCHORING INTO MASONR:/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO,ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATION$ AND INSTALLATION DETAILS 12. FOR ANCHORN-G INTO METAL STRUCTURE USE #10 SIAS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 16GA, 33KSI OR ALUMINUM 6063—TS 1/8' THICK MINIMUM 15..APPROVED CONFIGURATIONS: OX, X0, XX, XP, PX, XIP, PDC SIGNED: 1211612013 MI WINDOWS AND DOORS LLC 011111(lrrrr/ 1001 W. CROSBY RD ,8 i;' CARROLLTON. TX 75006 •v..VO ENs'ipi TABLE OF CONTENTS SERIES 42D SGD REINFORCED WITHOUT ADAPTER 'ir• pr SHEET N0. DESCRIPTION 96" x 96" NOTES 1 NOTES DRAMs Ay `•• P.' ORI. 2 — 3 ELEVATIONS _ i F` c A G\ OZ 490F410INSTALLATIONLlDETAILSNTS °A E 1B 10 I NAi11 I Ff HE 96- MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS LOCATIONSPERCHARTSS FOR NUMBER OF LOCATIONS REQUIRED 6 MAX 6' MAX 6' AX AM E IGHT 6• L NAX 6" MAX SERIES 420 SGD REINFORCED WTTHOUTADAPTER EXTERIOR KEW DESIGNPRESSURERATWG IMPACTRA77NG t35.0PSF NONE WITH P-141V SILL SEE CHARTS 01 AND 02 FOR OTHER UWTS RATINGS DESIGNPRESSURERATING IMPACTRA77AIG 25.01-28.6PSF NONE Km 1-Drslu SEE CHARTS 05 AND tf4 FOR OTHER UNITS RATWOS C 4ARTi1 W7TH2.1fJ2' SILL WHERE WATER INFXT RATION RES ISTANCE 1S REOUIRED. e currr Dadgn prsspn chart (ps0 kam sh a Perot ara Total h FAht Ai 20.0 S2oo QA 72A0 ILa Il.00 140 SLoo Pa N•g Pea Nap Pap Nep w I Meg iL0 10.0 6•A 10.0 SOA IOA 4 7 0 42A Y. 10 10 4SD 10 10 SQI 39. a0 40.0 0. Dap IOb 1 40.0 1 43.1 1 32A 1 3L4 1 3&0 1 35.0 CHART A2 WTI}f 2.1r32' SILL WHERE WATER INFILTRA77ON RESISTANCE IS NOT REQUIRED. SEE N07E a SHEET 1 Design procume chart (ps0 Frans Sam'* sn a ape n Mi AO go" 3La Tapp QO OD 1LLp La0 Pap I Yap I Pw I Meg 11 Pw Neg 11 PwI N12 a 6aA 42A a20 Y-0 SS2 S52 ta.D 4•A 43.0 4TA 3•A 30.4 Rip S3A RA UA AOb 3 .1 La WA 1 4vj 1 4V 1 43.1 1 32.4 1 3&A IJSD D REMSWNS pE5(y MN WIC APMWM ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL CHART43 WITH I-W SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. curry Dasrgrt premre chart (P30 Fund and total Rana lMlth frnn 30.D x0 420 u.0 Nat2hl Sapp ra00 00 Pw Nap Pas Meg Pw I New ar w a 26.0 ifA 25.0 41.7 75A 37A 2$0 3L1 ALO 26,0 343 25p 3 23A 322 000 g+n 423 2LO 3 73A 3 J La 10.7 3 CHARTI4 WITH 7.1&. SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE P SHEET 1 CHART /l9 Daslgn pressure chart (ysfJ s rinala tap (r0 Rmro NbVn 30,6 S 00 13La I 7a00 42.0 00 n.0 95.00 Pas I Nap I Pm I Nag ew 1Nap Pas Nap D 17b 7b 41.7 7 37./ T37.4 34.4 34.4 auto2 1 45-7 1 Ja] 3M2 322 IU 42.2 4a• 3 2 93 39. 303 30 80.0 40.7 umber Olancharlomf.ns reputrep SD1gs Panal atM Total Fri" Fftm Sap JL Lip 1•A 1hWa C.1 a11.0 0 A SA NLS Jamb I If lamb HAS tamp MSS m IA 1 1 • i e e 6 e is.0 4 e 5 a e 6 6 e na 4 6 e a s e a e 28.0 e e1 a e e MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75005 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96• x 96" ELEVATION V.L. I 08-02249 R." NTS ID/30/13 IMEU2 OF 10 SXOEN 0 * TAPE OF :4 4VIONALLEa\. 95" MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #B FOR NUMBER OF LOCATIONS REQUIRED 6" MAX — 1 6- MAX S" MAX AX WE GHT fi" MAX SERIES 420 SGO REINFORCED WITHOUT ADAPTER EXTERIOR NEW DESIGN PRESSURE RA77NG IMPACT RATUJO d35.0PSF NONE WIDH2-V=r SILL SEE CHARTS 07 AND 02 SHEET2 FOR OTHER UNITS RATINGS DESIGNPRESSURERATING IMPACTRATING 25.0%28.6PSF NONE WITH I-IIr S2L SEE CHARTS ifs AND N SHEET2 FOR OTHER UNITS RATINGS CHART f6 Hamby wanrAw IocbEonanqufiM SNOB P•bal and Mal Ud WtlN (ti) H kat sao t•o a,o a.o sa6 1 Ito sto 36.0 HLS Jamb H&S I J..b H•S Jamb HIS Jlmb saa s 6 s a 6 6 a a o 6 s e a e 6Lo s 6 e e N6o 6 6 1 6 0 a 6 a 5 3/8" ---- 2' 2 1/32' SILL ALUMINUM 6063•T5.055THICK 5 3/8- 2. 1 irz" SILL ALUMINUM 6D6,-T8.055THICK 1/2- MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING EMBEDMENT OR 2X BUCK i BY OTHERS 1/4" MAX. SHIM SPACE 10 WOOD SCREW 410 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHEIZS EXTERIOR J U Ljj INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AHD EXTERIOR FINISHES. BYOTHERS; tiCT SHOK'N FOR CLARITY. 2. PERIA(ETER AND JOfNiSEALANT BY OTHERS TO BE DESIGNED P/ ACCORDANCE WTTHASTU E2112 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL LEE SHEET 3 OR SILL OPTIONS MIN. 1ENT F0610MS Dmr.noN a1E Rrrwvm ADDED FIANCE AND FIN INSTALLATION 1 12/10/13 l R.L 1 3/8" MIN. EMBEDMENT 1/4- MAX. r SHIM SPACE I INTERIOR 1/2 MIN. EDGE DISTANCE f3 10 WOOD EXTEI SCREW WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR2X BUCK INSTALLATION BY OTHERS MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9B" x 96" FRAME INSTALLATION DETAILS V.L 08-02249 Z NTS — 10/30/13 — 4 OF 10 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE T 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF WLKEM 116 NSTRUCTION ADHESIVE EOUAL SEE SHEET 3 FOR SILL OPTIONS VERTICAL CROSS SECTION METAL 61TRUCTUREWSTALLA7IOM NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY, Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCEWITHASTMElf 12 7- 7/8- MI EDGE DISM I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS IA' 11— DOMPT" GTC aP 110Ym ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL JAMB INSTALLATION DETAIL METAL STRUCTURE #74STAU-47701V Mf WINDOWSROs LLC 1Y . CROCARROLLTON, TX 75006 SERIES 420 SGD REINFORCED wITHOUT ADAPTER 0 9 6" x 9on/kE FRAMEINSTALLATIOIODETAILS61/ ce= i61ATVFNDRAWNDAt No. 08-00221249 pus NTS w>E 10/30/13 S OF 1D rav REMOWS VESOR moN are nmvm 2 1/2 MIN. EDGE DISTANCE A RODEO FIANCE AND F'PJ INSTALLATKIN 12/70/13 R.L. y; s 1 1/4' MIN. r a.• e- - EMBEDMENT 1 1/4' MIN. CONCRETE/ EMBEDMENT MASONRY 1/4' MAX. BY OTHERS SHIM SPACE BUNAL 1- 4 MAX. ix 2 1/2- a SHIM SPACE INTERIOR TO BE MIN. 0' PROPERLY EDGESECUREDDISTANCESEENOTE3 SHEET 1 3/16' TAPCON 3/16- TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EXTERIOR 3/16- TAPCON SEE SHEET 3 JAMB INSTALLATION DETAIL FOR SILL OPTIONS OPTIONAL tx BUCK CONCRETEWASONRYWSTALLATION MASONRY/ TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 r T NOTES.' 1 1 /4- MIN. 1. WTERIORAND EXTERIOR FWISHES, BY OTHERS e-. EMBEDMENT NOT SHOWN FOR CLARITY. a', • ! :- RMDWAAND _ OTHERS TO BE CORDANCEWTHASTMr12DESIGNE 2 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE&ASONRYINSTALLATION MI WINDOWS AND DOORS LLC 1R to //i, 1001 W. CROSBY RD CARROLLTON, TX 75006 ASS rvENs SERIES 420 SCO REINFORCED WITHOUT ADAPTER o 96" z 9IOFRAMEINSTALLATION DETAILS ir6*= le F i ¢ 70 • AT DF DRANK: on N0. RN S OR10' G V.L 06-92249 A 1If III1S\ acAc NTS — 1 D 30/13 1&=6 OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4" MAX_ SHIM SPACE 10 WOOD SCREWS T- 1 3/8" MIN. EDGE DISTANCE EXTERIOR I.LJJ LLJJ INTERIOR 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE #10 WOOD IUAL SCREWS 10 WOOD SCREW SEE SHEET 3 FOR SILL OPTIONS WOOD FRAMINC OR 2X BUCN BY OTHERS MIN. IENT VERTICAL CROSS SECTION KOM FRANINO OR 2X BUCK INSTALLATION NOTES: 1. BVTERIORAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED 1NACCOR0ANCEWV7HAST.l ETf12 WOOD FRAMING OR 2X BUCK BY OTHERS Ro+51mb 01=m" od 041E I Iry %%U ADOED FLANGE AND nN INSTAUATION 12/10/13 1 R.L J 1 LW. SHIMIM SPACE 40 INTERIOR El r EXTERIOR JAMB INSTALLATION DETAIL WDOD FRAMNG OR 2X BUCK bJSTALLATION MI WINDOWS AND DOORS LLC R!!I'lol,, CARROLLTONRTX875006 r`CEN p 911i SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 ak= 96"x 96" FLANGE INSTNST ALLATION DETAILS TAT OF DMWIt DM NO. av O: i' S;20R10 08Ai'STONWE \`\ aceNTS ° 10/30/73 790E 10 METAL STRUCTURE BY OTHERS P10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR SET IN l/ULKEM 118 ON ADHESIVE SEE SHEET 3 FOR SILL OPTIONS VERTICAL GROSS SECTION METAL STRUCTURE INSTALLA77ON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SH01VN FOR CLARITY. 2 PERIMETFRAND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM EY112 r- 7/B' Mil EDGE DISTA L f10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS fw. uAV Iry DESWPIIDN arE I ,wrRevED A I ADDED FLANGE AND FIN MWALIATON 12/10/13 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTUREMSTALLATICN MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS OIUIWM OWC N0. N V.L OB-02249 EU NTS — 10/30/13 —8 OF 10 S 1R I 0T 400l v G NSF9cP 7A of ; w ORIO jG 2 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT CONCRETE/ MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR LL11 LL11 INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE 3/16" TAPCON OR EQUAL SEE SHEET 3 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHI r t • ,., 1 1/4" MIN. a"• • EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWSONRYINSTALL TION 1 1/4" MIN. EMBEDMENT 1/4' MAX. 2 1/2" SHIM SPACE MIN. EDGE DISTANCE d 3/16" TAPCON CONCRETE/MASONRY V '" BY OTHERS INTERIOR EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEANASONRYfNSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES.• 1. INT071OR AND EXTERIOR FINISHES` BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOAIT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WUN ASTM E2112 WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT B WOOD - SCREW 7/16" MIN EDGE DISTANCE 1/4" MAX I SHIM SPACE ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 1 5/8" MIN. EDGE DIST. TRIM —` INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP - a 1 1/4" MIN. EMBEDMENT IX BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED 3/16" JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK WOOD FRAMING OR 2X BUCK INSTALLA71ON HOOK STRIP INSTALLATION MASONRYAANCRETE 1 1/4" MIN. METAL STRUCTURE EMBEDMET BY OTHERS 8 WOOD WOOD FRAMING TRIMSCREW BY OTHERS INTERIOR TRIM 1/4" MAX 1 3/8' MIN. SHIM SPACE EMBEDMENT INTERIOR 7/18' MIN —T1EDGEDISTANCE HOOK STRIP HOOK STRIP 10 WOOD SCR SELF DRILLING SCREW 7PINELSCREW EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK INTERIOR EXTERIOR HOOK STRIP INSTALLATION HOOK S77 INSTALLATION 2X BUCKANOOD FRAMING METAL STRUCTURE MI WINDOWS AND DOORS LLC O,y VERTICAL CROSS SECTION 1001 W. CROSBY RD S , . , , WOOD FRAMWO OR 2X BUCK INSTALLATION CARROLLTON, TX 75006 CENg FOR SILL INSTALLATION SEE SHEETS4-0. SERIES 420 SGD REINFORCED WITHOUT ADAPTER NOTES. 96" x 96" 1.INTERIORANDEXTERIOR FINISHES, BY OTHERS, NAILFIN & HOOK INSTALLATION DETAILS p , BTATEEEE OF ,kid 2PERIMETEAAND JO/ SEtLANTBYO7HERSTOBE IN ACCORDANCE WRHASn E21f2 o,,41p WIG Na KV A ONA11 DEWGNED V L. 08-0224-9 G\` sruc NTS DATE I D/30/13 M 10 OF 10 WOOD FRAMING OR ZX BUCk BY OTHERS 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR RM7DN5 1/2' MIN. ANTE MMM EDGE DISTANCE A ADDED CRAM 03/Oe/12 R.L B REVISED PER NEW TESTING 10/15/13 ILL 1 3/8' MIN. C ADDED FLANGE INSTALIATION6 12/06/13 R.L EMBEDMENT 1/4' 1 3/8• MIN. 1/4' MAX. EMBEDMENT SHIM SPACErMAX SKIM O SPACE INTERIOR 1/2" MIL- EDGE DISTANCE r-t INTERIOR 10 WOOD SCREW JA TO BE SET IN ED OF VULKEM 116 STRUCTION ADHESIVE EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT VER77CAL CROSS SECTION WOOD FRAMING OR 2X SUCKINSTALLAT 01? NOTES; 1. INTERIOR AND EXTERIOR FINISHES, RY OTHER$ NOT SHOWN FOR CLARITY. 2 PERIMETERAND,10WrSEALINT 8Y OTHERS TO BE DESIGNED IN ACCORDANCE WRH ASTM E2112 EXTERIOR n ii JAMB INSTALLATION DETAIL WOOD RR.WING OR 2X SUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS mum: ON9 NO. F.A.08-00503 W-'LE NTS 0QE 02/23/09 ImfuT3 OF 9 v .VGEN8F4iP i STATE OF -_ M ETAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW I METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATIDN NOTES_ i. IwewORAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. POUMETERAND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRH ASTM E21 T2 1 /4' MAX. LfSHIM SPACE r u - 7/8' MIN. 10 SMS OR EDGE DISTANCE SELF DRILLING SCREW INTERIOR #10 SMS OR SELF ORILUNG SCRE)VS 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE IUAL METAL STRUCTURE SEE SHEET 2 EFY OTHERS FOR SILL OPTIONS 1 /4' MAX. SHIM SPACE INTERIOR EXTERIOR RENSUM L>Fscxvmn we APPROVED ADDED CHARTS 03/06/12 ILL REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 1Z/06/13 R.L J JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATMN MI WINDOWS AND DOORS LLC loci W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWR F.A. 08-00503 Az NTS — 02 23/09 2 1/2" MIN. EDGE DISTANCE a. ,• 1 1/4" MIN. EMBEDMENT 1 1 /4" MIN. EMBEDMENT CONCRETE/ MASONRY BY OTHERS a . 2 1/2" MIN. OPTIONAL EDGE DISTANCE 1X BUCK To BE PROPERLY 1/4 MAX. SECURED SHIM SPACE 3/18" TAPCON a SEE NOTE 3 SHEET 1 3/16" TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN A BED OF WLKEM 116 3/16• TAPCON CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 MASONRY/ FOR SILL OPTIONS NCRETE ByOTHERS 1 1 /4" MIN. EMBEDMENT VERTICAL CROSS SEC770N WNCRET& UASONWY STALAnoN 2 1/2" MIN. EDGE DISTANCE 1 / 4' MAX. r SHIM SPACE INTERIOR pwds" REV ut=lpna+ ale A ovm A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE WSTALlATIONS 12/06/13 R.L n n ll m EXTERIORJAMB INSTALLAT70N DETAIL OPTIONAL 1X BUCK CONCRErEAt4SONRYINSTALLATI0N TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS NOT SHOWN FOR CLARITY. E PERIMETER AND JOINT SEALANT BYOTHERS TO BE DES) ONED INACCORDANCE WITH ASTM Egf Y2 AND CRoS LLC MIWlNooww. cRoseYS R.lilpi, CARROLLTON, TX 78006 GENS:96+' 6 9F= 0% SERIES430/440 XIX SGD 143E 98" REINFORCED 4 1 FRAMEINSTALLATIONDETAILSyDTATOF C0R10P• m1A": on No. 1av OS C NAL1C G`\ NTS °". 02/23 09 T530F 9 lODD FRAMING OR 2X BUCK BY OTHERS to 1400D SCREW EXTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE MIN. EMB MENT 1 3/8' MIN. EMBEDMENT MAX. SHIM SPACE 1/2" MIN. EDGE DISTANCE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTA"TTON NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERSs NOT SHOWN FOR C1ARrFY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUC11ON ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT REV Ol9CRVIION D/SE I AP ".MD A ADDED CHARTS 03/06/12 R.L. B RENSED PER NEW TESMG 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 1/4' MAX. F SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2Y BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 4.30/"o XTX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS D'AMNt ONO NO. FA- 08-00503 K&E NTS ID"TE D2/23/09 IsnET6 OF 9 REtl]N)N] REV ce=vnDN WTE /JDR01l0 A ADDED CKARTS 03/00/12 R.L METAL B REVISED PER NENT TESTM 10/15/13 RL STRUCTURE BY OTHERS 1/4' MAX, C ADDED FLANGE INSTALLATIONS 12/08/13 R.L. SHIM SPACE 1/4 MAX. r SHIM SPACE ff10 SMSDRI OR 7/8' MIN. I OSELFDRILLJNC EDGE DISTANCESCREW INTERIOR EXTERIOR INTERIOR # 10 SANS OR SELF DRILLING SCREWS SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE 410 SMS OR OR EQUAL SELF DRILLING METAL SCREW STRUCTURE BY OTHERS EXTERIOR METAL SEE SHEET 2 STRUCTURE FOR SILL OPTIONS BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE MTALIATION Y VERTICAL CROSS SECTION METAL STRucTURE INzTAuATioN MI WINDOWS ANDLLC YcRoseYOOoS SL1RlIL0 Y,, CARROLLTON, TX 75006 ter• i?CEN&*- p NOTES SERIES 430/440 XIX SGD z*• 1.INTERIOR AND EXTERIOR FIMSHES,BYOTNERA NOT SHOWN T-0R CLARITY. 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS p • $TAT OF 2 PERINETERAND JOINT SEALANT BY OTHERS TO BEiIl1DEWONEDTNACCORDANCEWTrHASE2112 uru Ra ITV 0RLOo• iFa+': 08 C G S1o111A1111`\`\ K-' NTS 73OF 9022309 REVISHM REV OE50®fmM um A rROVED CONCRETE/ EDGE DISTANCE A ADDED gWTfS 03/06/12 R.L MASONRY 8 REVISED PER NEW TESTING 10/15/13 R.L BY OTHERS 4 C ADDED FLANGE WSTAUATIONS 12/06/13 R.L:, a.. '. 1/,V MIN. a ' EMBEDMENT A •: a 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE y OPTIONAL IX BUCK 2 1/2" MIN, EDGE DISTANCE a ' INTERIOR TO BE PROPERLY 1/4• MAX. SECURED SHIM SPACE r O E NOTE 3 3/16" TAPCON SHEET 1 3/16 TAPCON I I i l F01 EXTERIOR II II II II II II INTERIOR CONCRETE/MASG BY OTH 3/18' TAPCON SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EOUAL SEE SHEET 2 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS • —_r 1 1/4• MIN. EMBEDMENT VEAT7CAL CROSS SECTION 2 1/2" MIN. CONCRETEiMASONRYINSTALLATIOIV EOCE DISTANCE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 IAMB INSTALLATION DETAIL. CONCREl SUASONRY INSI'ALLA7ION NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR OLARrY. 2 PERMEIIJRAND JOfMSEALANTBYOTNERSTOBE DESIGNED W ACCORDANCE W?H ASTM E3112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAW: Dns NO. F. A. 08-00503 sr NTS — 02/23/09 —8 OF 9 T tSS' OR10G\ ijl/ ONAtj1: 1 5/8• MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1 /4• MIN. EMBEDMENT T I BUCK BY OTHERS. 1X HULK TO BE. PROPERLY SECURED 3/I8• EXTERIOR " ? --- PANEL INTERLOCK NOOK STRIP INSTALLATION 10SONRYIDONCRETE INTERIOR TRIM 1 3/a' MIN. EMBEDMENT HOOK STRIP JID WOOD SCREW EXTERIOR -"— PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK4VOOD FRAMING RZYMWS MMMMON DATE mvwD m ADDED CHARTS 03/06/12 RS. RIVASED PER NEW TESTING 10/15/13 RA_ ADDED FLANGE INSTALLATIONS 12/06/13 R.L METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP 10 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: I. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHO WN FOR CURDY. P. PERIMETERANDJOWrSEALANT BY OTHERS TV BE DESIGNED IN ACCORDANCE KTMASTM M 12 MI WINDOWSDY0RD LLC IILO100SBWW. CROCARROLLTON, TX 75008 v`S1:R ii v,• GENg 9. p,.6 9t SERIES 430/440 XIX SGD 143' x REINFORCED E OK TA HOOK INSTALLATIONDETAILSE AT OFp , , cF•;IORlOr-' d/s%ONAj MAW owo No. RV O& C tE \\ NTS oA1[ OZ/23/09 sNaT930F 9 10/27/2016 Fl_irl. M rilrlim (7-11. ().Jiro BCIS Home I Log In 1 use, Registration I Mot Topics I Submit Surcharge I Stats h Facts 1 Publications I FBC Staff I BCIS Site Map I Links I Search 1 Florida 7n'jprProduct Approval USER: Public User LrJrarJ.rm Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments set to re -apply per applicants request 4/28/15-rb Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)474-9890 gtaylor@wayne-dalton.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 Licensed Florida Professional Engineer U Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence F 174 R11 COI Cert of Ind Scates 2011 s.odfR11COICertofIndScates2011s.odf Referenced Standard and Year (of Standard) Standard Year DASMA-108 2002 DASMA-115 2005 Equivalence of Product Standards Certified By Sections from the Code httpsJ/www.floridabuilding.org/pr/pr_app dU.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuYBGeGQ%3d%3d 1/6 10272016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products 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 R11 11 0228 318958 P7.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: Yes FL9174 R11 11 WDJambSuoolementP16 s.odf Design Pressure: +26.90/-30.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf 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 R11 11 0229 318959 P8.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10. & Impact Resistant: No FL9174 R11 li WDJambSuoolementPl6 s.odf Design Pressure: +15.30/-17.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 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 R11 AE ASTM A 653.odf door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 Ril AE FL09174 r9 Affirmation for FBC 5th 2014s.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 F0174 R11 11 0230 318960 P10.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: Yes FL9174 R11 II WD]ambSupplementP16 s.odf Design Pressure: +25.90/-28.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf 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 R11 11 0231 318996 P5.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.2df Impact Resistant: Yes FL9174 R11 If WDJambSuoolementP16 s.odf Design Pressure: +30.00/-33.50 Verified By: John E. Scates P.E. FLORIDA PE 51737 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 R11 AE ASTM A 653.odf door. FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 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 R11 II 0234 319022 P5.odf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Suoolement Chart P10.odf Impact Resistant: Yes FL9174 R11 II WDJambSuDDlementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqufllJRM/xf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeG0%3d%3d 216 IffrIX-1 H Florida Bilding Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174. 6 5120 / 6100 / 9100 #0235 16' 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 R11 11 0235 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.Ddf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Design Pressure: +39.20/-43.70 FL9174 R11 11 WDJambSupplementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf 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 R11 II 0232 318999 PS.pdf Approved for use outside HVHZ: Yes FL9174 R11 Il Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 R11 11 WDJambSupplementP16 s.pdf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 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 R11 AE ASTM A 653.pdf door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 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 R11 11 0233 319000 P5.Ddf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 R11 11 WD]ambSupplementP16 s.Ddf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 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 R11 AE ASTM A 653.pdf door. FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 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 R11 11 0236 319024 P6.pdf Approved for use outside HVHZ: Yes FL9174 R11 11 319040 P1 Post.Ddf Impact Resistant: Yes FL9174 R11 11 Track Supplement Chart P10.Ddf Design Pressure: +30.00/-33.50 FL9174 R11 11 WDJambSupplementP16 s.Ddf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174. 10 5120 / 9100 #0237 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 R11 11 0237 319025 P6.Ddf Approved for use outside HVHZ: Yes FL9174 R11 11 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 11 Track Supplement Chart P10.1)df Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSupplementP16 s.Ddf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes https:// www.floridabUlding.org/pr/pr_app OU.aspx?param=wGEVXQwtDqufllJRM/xf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 316 10/27/2016 Florida Building Code Online 9174.11 15120/5140/6100/9100/9400/9600 I9' Max width. 10' Max height. Max section height 24". Glazing 0600 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: +26.90/-30.80 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 R11 li 0600 319026 P4.Ddf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.DdF F19174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 19174.12 15120/5140/6100/9100/9400/9600 I9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: Installation Instructions FL9174 R11 11 0601 319027 P4.Ddf FL9174 R11 11 Track Supplement Chart P10.odf FL9174 R11 11 WDJambSuoolementPl6 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.13 15120/5140/6100/9100/9400/9600 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 R11 II 0602 319028 P5.Ddf F19174 R11 II Track Supplement Chart P10.Ddf FL9174 RI1 Il WDJambSuoolementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports F19174 R11 AE ASTM A 553.Ddf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 19174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 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: +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. Installation Instructions F19174 R11 11 0603 319029 P5.Ddf FL9174 R11 II Track Supplement Chart P10.odf FL9174 RI1 II WDJambSuoolementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. 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 F19174 R11 II 0604 319030 PS.odf FL9174 R11 11 319040 P1 Post.odf FL9174 R11 II Track Suoolement Chart P10 Ddf FL9174 R11 II WDJambSuoolementPl6 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports EL2174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0605 319031 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 11 WDJambSuoolementP16 s.odf https://www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDquf lJRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 4/6 10/27/2016 Florida Building Code Online 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. Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653,odf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing 0606 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: +30.00/-33.50 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 R11 II 0606 319032 P6.odf FL9174 11I1 II 319040 P1 Post.Ddf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 II WDJambSupolementP16 s.Ddf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 ri s.odf FL9174 RI1 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.18 15120/5140/6100/9100/9400/9600 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: 9174.19 15140/6100/9400/9600 40608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 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 R11 II 0609 319035 P5.Ddf FL9174 R I 1 11 319040 P1 Post. odf FL9174 R11 II Track Suoolement Chart P10.Ddf FL9174 R11 II WDJambSuDolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odF FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0608 319034 P4.Ddf FL9174 R11 II Track Suoolement Chart P10.Ddf FL9174 R11 II WDJambSuoDlementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 RI1 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.20 15140/9400/9600 #0607 116' Max width. 8'-9" Max height. Max section height 21". Glazing 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: +25.90/-28.80 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 R11 II 0607 319033 P5.Ddf FL9174 R11 11 Track Suoolement Chart P10.Ddf FL9174 R11 11 WD)ambSupplementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes Back MEM 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: hfps://www.floridabLdlcing.orgtprlpr_app dU.aspx?wam=wGEVXOwtDquRIJRfWxf6u7oinlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 5f6 10/27/2016 Florida Building Code Ordine RiR trs 0 Credit Card Safe httpsJ/www.floridabLildiM.org/pr/pr_aW M.aspx?Wam=wGEVXQwtDqufllJRfWxf6u7oiniOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 616 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT "ore 3 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 1 7 1 6 800 9 1 7 1 6 I111/z No. 5V37 r i c= O STATE OF , 4- oo f-Q•c'•.!ROR r Q ON rill 1. BASED ON 5/16' DIAMETER LAG SCREWS WITH 1-1/2' O.D. WASHERS WITH A 1-9/32' THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30pst DOOR WIDTH = 16tt LOAD PER JAMB = 30pst x 16tU2 = 240lb/ft 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2-, MINIMUM FASTENER SPACING SHALL BE 1-1/2-, AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB(LB/FT)"" 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a No.51737 O STATE OFad fjSS ONA;` rill 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2' INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16f /2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:56:58 -06'00' John E. Scates, P.E 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/ NOTES 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 00111111/11, No. 51737 O STATE OF 1111 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1'2203 Revision P16 SCHEDULE4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB NOTE4 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLED CMUNOTE 2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 1 N/A 800 16 17 1 N/A Ap N0. 51737 0 STATE OF Aff` p• 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4- O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4', A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4% CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16fV2 = 240lb/ft 5. CHART IS BASED ON 6'-6- MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:01 -06'00' ADDroved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULES 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT NOTE ` 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE t 2000 PSI GROUT FILLED CMU"oTE 2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 s Ar No. 51737 0 STATE Of ORVO ONA;``\\\` 1. BASED ON 3/8'0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 3'. 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 4'. ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 Wagner piton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 No. 51737 STATE OF 00 % III Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' JOHN E. SCATESI PE 3121 FAIRCATE OR CARROLLTON. TX 75007 FL PE 51737 TX PE 5e30E/F7203 PROFESSIONAL ENONEER'S SEAL PROMDED ONLY FOR VERIFICATION OF WNDLOAO CONSTRUCTION DETMLS SEE DETAILS 1, 2, AND 3 REOUIRED FOR VERTICAL POST REINFORCING SYSTEMS. MAXIMUM SPACING MINIMUM 21 #3 t HEADER LOCK SOUTHERN PINE BRACKET LUMBER 4' 4' 2-3/4' 2) 3/8' SIMPSON TITEN HD SCREW ANCHOR WITH A 1 1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DE P I MINIMUM 2500 PSIMINIMUMPSICONCRE NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS DOOR WIDTH MINIMUM 2.8 03 (Z HEADER LOCK SOUTHERN PINE BRACKET LUMBER. e' 4' 4• e' 4 4) 3/8' SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. MINIMUM 2 8 #3 4Z HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4' 4' 4) 3/8' OIA LAG SCREWS WITH 1-1/4' O.D WASHERS. LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32- INTO THE MAIN SUPPORT MEMBER. REVISIONS OE TAIL 2 pETAII } MINIMUM 2000 PSI GROUT FILLED CMU NOTE, MAXIMUM DESIGN LOAD MAXIMUM DESIGN LOAD DATE NAME CAPACITY OF 2400 LBS. CAPACITY OF 2430 LBS. DRAWN 5 24 07 CRT SHEET 1 OF 2 CHECKED I JAMB CONNECTION SUPPLEMENT DRAWING PART NO. REV. 324620 P16 REVISIONS Wayne 0Iton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 MIN 25M PSI CONCRETE yQg; MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORDFORTHESTRUCTURE 3/8' SIMPSON TITEN HD. 2-3/4- MIN EMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET- 1/4-20X9/16- TRACK BOLT AND 1/4-20 HEX NUT TRACK No. M737 0 STATE OOR III Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26-06'00' JOHN E. SCATES, PE 3121 FAIRCATE DR. CARROLLTON. TX 75007 FL PE 51737 TX PE 56306/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONL7 FOR VERIFICATION OF NINOLOAD CONSTRUCTION DETAILS 2 EDGEr'II MIN 2 a 4 SPF (C-0.42) OR BETTER WALL STUD UQTE; MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE — EXTERIOR HOLD BACK INTERIOR SHEATHING 5/16' LAG SCREW WITH 1-9/32' EMBED IN CENTER OF STUD (t 1/4') FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4-204/16' TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT WOOD MOUNTING DETAIL MAX 420 LRS PER LAG FASTENER SHEET 2 OF 2 I I DATE I NAME I DRAWING PART NO. REV. JAMB CONNECTION SUPPLEMENT 324620 P16 The Genuine. The Original. 0 April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: Ovorhaad Door Corporation 2S01 S. State Hwy 121. Suite 200 Levrisville• TX 7S067 Phone 4695477100 Fax 469S497281 m„v.overhe a ddoor.com This letter is to state that ASTM A 653-00 as tested in FL 9174 meets or exceeds the requirements of ASTM A 653-06. Please feel free to contact me if you need any additional information. Sincerely, Dwayne J. Kornish P.E. FL PE 77945 Holton roncoOverheadDoor.Cor..oratio' n Asubswiaryo(sanwaHofdingsCorporatbn ® .. John E. Scates, Professional Engineer June 10, 2011 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Evaluation Report for Residential Model 5140/9100/9600 family FL 09174-R7 To Whom It May Concern: 3121 Fairgate Dr. Carrollton TX 75007 972) 492-9500 At the request of Wayne -Dalton, a Division of Overhead Door Corporation, I have reviewed the drawings and tests listed below. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005 test procedures. The pressures listed on the drawings are a direct result of these tests. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 9N-3.005. Code References 2007 Florida Building Code Section 1609 Section 1609.1.2 Section 1714.5.3.1 Test Procedures Wind Loads ANSI/DASMA 115 - Windborne Debris testing ANSI/DASMA 108 - Static windload testing Testing was conducted in accordance with ANSI/DASMA 108-2002 and 108-2005. ANSI/DASMA 108-2002 is forward compatible with ANSI/DASMA 108-2005. All tests included holding the door at design pressure for a minimum of 10 seconds, and achieving a 150% overload test" or "proof') pressure for 10 seconds. In addition, some of the doors were also tested for windborne debris according to ANSI/DASMA 115-2005. Not all windborne testing included glazing with the door panels. These are itemized in Tables 1 and 2. c 1-1 vlwtI FL09174-R7 Test Reports ETC-06-976-17575.1, static per 108-02, dated 5/30/2006 ETC-06-976-18185.0, static per 108-02, dated 10/27/2006 ETC-06-976-19011.0, impact per 115-05, dated 4/25/2007 CTLA 1911W static 108-02 and impact 115-05, dated 10/21/2008 CTLA 1911W-3 static 108-02 and impact 115-05, dated 2/10/2009 CTLA 2020W static 108-05 and impact 115-05, dated 3/9/2010 CTLA 2020W-1 static 108-05, dated 3/9/2010 OHD/TREQ ETR 06182-2 static 108-05, dated 5/26/2011 ETC = ETC Laboratories, 297 Buell Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida. CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test Facility in Pensacola, Florida. OHD/TREQ = Overhead Door's TREQ facility in Dallas, TX. This facility had a current accreditation per ANSI/IEC/ISO 17025 at the time of testing, listed with International Accreditation Service, Certificate No. TL-368. Installation Instructions The drawings provide installation instructions peculiar to windload reinforcement. In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 at www.dasma.com. toN FL 09174-117 Drawings TABLE 1. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 318958 0228 9 8.75 26.9/-30.8 Yes Yes Yes 17575 19011 Rev P7 318959 0229 16 8.75 15.3/-17.0 No Yes No 17575 Rev P8 318960 0230 16 8.75 25.9/-28.8 Yes Yes Yes 17575 & 19011 Rev P10 1911W3 & ETR6182-2 318996 0231 16 8.75 30.0/-33.5 Yes No No 1911W 1911W Rev P5 318999 0232 18 8.75 12.4/-13.8 No Yes No 17575 Rev P5 319000 0233 18 8.75 18.5/-20.7 No Yes No 17575 Rev P5 319022 0234 9 8.75 43.2/-49.6 Yes Yes Yes 17575, 19011 & Rev P5 18185 & 1911W3 1911 W 3 319023 0235 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 3 to,/t,' FL09174-R7 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 319026 0600 9 10 26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 41.0/-46.3 Yes Yes Yes 17575 & 2020W Rev P4 2020W 319028 0602 16 10 15.3/-17.0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev P5 319030 0604 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 & Rev P5 2020W 2020W 319031 0605 18 10 15.3/-17.0 No Yes No 17575 Rev P4 319032 0606 18 8 30.0/-33.5 No Yes No 17575 & Rev P6 2020W-1 319033 0607 16 8.75 25.9/-28.8 No Yes No 17575 Rev P5 319034 0608 18 8.75 18.5/-20.7 No Yes No 17575 Rev P4 379035 0609 18 8 39.2/-43.7 Yes No No 17575 19011 Rev P5 4 Wo /t1 FL 09174-R7 Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.1" for sections with a maximum height of 21" and a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 5140/9400 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a %" deep recessed facer panel that may use optional decorative trim. Model 9600 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior galvanized and painted 32 gage skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 6100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a flush facer design with %:" MDF decorative overlay. 5 (1(lo , FL09174-R7 Additional Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Selected products within this Evaluation have been tested for Windborne Debris according to ANSI/DASMA 115. Tables 1 and 2 indicate the Windborne Debris doors by a "Yes" in the Impact Door" column. Doors with available impact glazing are also indicated in these Tables. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Sincerely, Jo n E. Scates, P.E. Y Florida PE # 51737 6 John E. Scates, Professional Engineer February 3, 2015 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 3121 FaIrgate Dr. Carrollton TX 75007 fax (972) 492-0077 1 office (972) 492-9500 Re: Statement of Affirmation to FBC 5`h Edition (2014) FL09174-R9 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-119 conform to the requirements of the 5th Edition (2014) of the Florida Building Code. I, John E. Scates, P.E., certify that I meet the requirements of "independence" as it relates to Wayne -Dalton (A Division of 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. Digitally signed by John E. Scates, P.E. Date: 2015.02.03 13:32:17-06'00' John E. Scates, P.E. Florida PE # 51737 NaFT i/ No. 51737 O STATE OF ` 40- SS ONA; ?` IIIII N91= SEE U-BAR NOTE ON SHEET 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 2 FOR U-BAR INSTALLATION DOW MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) #8.1• SCREWS INSTALLED IN 13 CA XOPoZ ANGLE-N. TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT 13 GA FLAG ANGLE OF 13 75• AND A MAXIMUM LENGTH OF 16.73 . GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WAND -BORNE DEBRIS REGIONS 16 CA MIN HORR A TRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - SHEET5/16X1-5/8- 090• MINIMUM SS8 GLAZING IN MOLDED FRAMES GLUED WITH LAG SCREWS A 1/B• BEAD OF BOSTIK 1100 OR EOUIVALENT UNDER THE (MIN 3 AS OU R FRAME AND SCREWED TOGETHER WITH A MINIMUM OF SHOWN) 10) /8v1• SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS 16 CA MIN VER7 UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING TRACK 20 GA END CAP GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75• AND A MAXIMUM LENGTH OF 39•. GLAZING IS NOT IMPACT RESISTANT AND GOES NOT MEET THE RE FOR WIND-BORNE 3 LA SCREW ATDEBRISREGIONSGLAZEDSECTIONREQUIRES16GAJ-STRUT SCREW AT EACHSECTIONRENTSQUIRES SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET y\/{\\ SHEET . STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/a-tav7/B• SELF DRILLING CRIMPTITE SCREW TO 1/4-20X9/I6• TRACK 1 ATTACH E J-STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HEX STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON NUT AT EACH JB JAMB SHEET 2. BRACKET LOCATION C 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY HE INSTALLED IN TOP OR INTERMEDIATE EET SECTION (WITH OR WITHOUT DECORATIVE INSERTS) GLAZING TYPSHALLBE1/4• MAKROLON-AR POLYCARBONATE OR EQUAL. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21• AND A MAXIMUM LENGTH OF 50.08•. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS 15 GA STIFFENATTACHEDTOU-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G JAMB BRACKETSSHEET2). 16 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB SEE SCHELOULE FOROFSECTIONANDOPERATORSTILETOBEFACTORYINSTALLED. OUANITY, LOCATION, INSTALLER SHALL FIELD INSTALL (1) 1/4-14X7/6' SELF AND TYPE DRILLING CRIMPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR SLIDE LOCK- 4. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REQUIRED WITH OPERATOR 7/16• TO MEET NEGATIVE PRESSURES. SEE NOTE 5). SLIDE LOCK SHOWN FOR 5. KEY LOCK, SUDE LOCKS. OR OPERATOR REQUIRED. CLARITY 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE NOTE' (4) SECTION SOLID POLYURETHANE FOAM INSULATION CHEMICALLY BONDED 70 30 DOOR SHOWN. SEE SHEET GA MINOJUM FACER STEEL AND A POLYLAMINATE BACKER. 2 FOR U-BAR LOCATIONS END CAP TO HAVE A MINIMUM 1.1• DEPTH. ON DOORS WITH OTHER SECTION OUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2, AND 3 SHALL BE THE RESPONS381UTY OF THE PROFESSIONAL OF ON THIS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 8. DOOR JAMB TO BE MINIMUM 2.6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040• MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (5) /811• SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REOUIREMENTS FOR WAND -BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JOHN E. SCATES. PE 3121 FAIRGATE DR. CARROLLTON. TX 75007 FL PC 31737 TX PC 36306/F2Z03 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WNDLOAD CONSTRUCTION DETAILS 18 CA OPERATOR STILE FACTORY ADHERED TO CENTER OF TOP SEC I NOTE- (5) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'-0•. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0*. JAMB BRACKETSCHEDULE HEIGHT SECTIONS NO. OF NO. OF JAIABBRACKETS EACH JAMB)TYPE TRACK LOCATION OF CENTLRUNL OF JAMS BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS 3 2•) 7'-0' 4 6 01 JB , t3 01 . 25-1 2 JB , 34 JB , 45-1 4 (01), 63 JB 7'-0' 4 6 FAT JB , 10 JB , 21-3 4 JB , 29-3 4 (JIB). 42 JB , 53-1 4 JB 8'-0" 5 6 q JB , 13• 01 , 23• JB , 34 ,!0 , 47-1 4• a , 56• JB , 67• 2 , 7s• JB 8'-0* S B FAT JB , 10 JB , 21-3 4 ,B . 29-3 4 JB , 48• JB . 57-1 4 JB , 66 JB 6 -0 ION LIFT 0OF PITCH SEE NOTE BELOW NOTE- JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-2019/16• TRACK BOLT AND NUT. pI) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REOUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR HEGHT UNIFORM LOAD EACH JAMB (PLF) WIDTH 16'-0' ALL 207.2 -230.4 14'-0- ALL 161.3 -201.8 12'-0' ALL 135.4-172.8 ALL 129.5 -144.0 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 REVISIONS 4 CHANGES TO GENERAL ORMAT AND CHANGED I -BAR FASTENER TYPE T END CAPS AND IOTTOM RETAINER. HANGED CENTER HINGE AUGE AND ADDED OLIVER OPTION HANGED STRUT ENTIFICATION METHOD ROM COLORED PAINT TO TAMPED NUMBER. IRT 3/8/O6 S ADDED SUPERIMPOSED iESIGN PRESSURE LOADS IN SUPPORTING STRUCTURE AND ILARIFIED NUMBER OF ASTENERS AND CENTER IINCES REQUIRED FOR IARROWER DOOR WIDTHS. IRB 5/10/06 6 ADDED IMPACT ESISTANCE TO DOOR. ADDED MODEL 61DO. 10DIFlED NOTE 8 TO TATE THAT LOUVERS RE NOT IMPACT ESISTANT. ART 6/6/07 7 MODIFIED JAMB RACKET SCHEDULE FOR AT OPTION. ADDED LHR RACK DETAIL SHEET 2. RT 4/17/08 8 ADDED IMPACT ESISTANT GLAZING DDED TEXAS UCENSE UMBER TO TITLE BLOCK. HANGED LOUVER NOTE. JCREASED MAX HEIGHT 0 8'-9'. ADDED HIGH IFT AND ROOF PITCH RACK NOTE. RT 7/22/08 9 UPDATED TITLE BLOCK RT 8/26/10 10 ADDED LONG PANEL LAZING OPTION RT 3/15/11 STATIC PRESSURE RATINGS I APPROVED SIZES SCALE: N.T.S. ISIZE. A DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0• DATE NAME TEST (PSF): +38.85/-43 20 IMAX HEIGHT: 8'-9" DRAWN 3/8/06 CRT IMPACT/CYCLIC RATED (YES/NO)' YES IMAX SECTION HEIGHT:21" CHECKED 4/6/06 MRB MODELS 5120/6100/9100 SHEET 1 OF 2 DRAWING PART NO REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (9) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD - IN BOTTOM OF U-BAR / AND ATTACH THRU END CAP AT WITHCRIMPh2TE1/SCREWS /6. EACH END WITH SELF DRILLING CRI11)PTITE SCREWS f FOR STANDARD TRACK AND (3) D 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH °. ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH WITH (2) 1/h14x5/8' CRIMPTITE SCREWS. THE (8) PRE -PUNCHED HOLES EACH END USE VIEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERS CAP AT EACH ENO WITH (2) 1/h14x7/8' SELF DRIWNG CRIMPTITE SCREWS 15 GA HINGE ATTACHED U-BAR PLACED OVER OP WITH (1) 1/h14x5/6' / BON THE BOTTOM SECTION SHALLTIOWONLY SCREWS (2 OF BE ATTACHED THRU END CAP AT EACH WHICH ARE FACTORYWHICHARE END WITH (1) 1/4-14 7 8 SELF DRILLING ATTACHED) SCREW LOCATED THE BOTTOM FLANGE OF THE U-BARBOTTOMB NOTE. DUE TO CLEARANCES REQUIRED TO 2' NYLON STORMCARD INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH D. U-BARS, ALL U-BARS SHALL BE 4-1/2" STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SUDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 CA HINGE ATTACHED PLACE U-BAR OVER WITH (5) 1/h20 5/8' INTEGRAL RIB AND ATTACH CRIMPTITE SCREWS (2 OF WITH (2) 1SCREW1`5/B' CRIMP SCREWS RU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGETOPLEAF, AND 1 OF OF U-BAR AND BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND 1 THRUTHRUPRE -PUNCHED HOLE WEB OF U-BAR AND IN U-BAR) DETAIL C INTEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH 3) 1/4-144/8• / CRIM TITE SCREWS O PLACE U-BAR OVER INTEGRAL RIB WITH NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU ENO CAP AT EACH END WITH (1) 1/4-14x7/9' SELF DRILLING CRIMPTTE SCREW AS FOR IMPACT RESISTANCE. SHOWN AND USE (1) 1/4-14x7/8' SELF BOTTOM BRACKET MUST BE DRIWNG CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM BOTTOM OF THE BOTTOM U-BAR AT U-BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/4-14x7/8' SELF DETAIL D HINGE LOCATION. USE (1) 1/4-20xs/8' DDRIWNC CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET. 8 3/4' MIN STAINLESS SCREWS WITH STAINLESS BACKED RUBBER WASHERS 3-1/2' O.C. MAX 1/8' BEAD GE ULTRAGLAZESSG4000ACSC400CI STRUCTURALSEALANT OR I USED ONLY ON IMPACT GLAZED SECTION - 11 GA REINFORCEMENT , BRACKET ATTACHED WITH ( 4) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U-BAR) aE 1) 1/4-14x7/8' SELF DRILLING CRIMPTITE EW AT CENTER LINE OF DOOR THRU J- STRUT k OPERATOR BRACKET. NOTE, J-STRUT ! SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED SECTIONS. SEE NOTE 2 SHEET 1 FACER STEED \ 11 i JOHN E. SCATES, PE NON-STRUCTURAL 3121 FAIROATE DR. DECORATIVE INNER CARRCLLTON. Tx 75007 WINDOW TRIM FL PC 51737 Tx PE 56308/F7303 PROFESSIONAL ENCINEER'S SEAL PROVIDED ONLY FOR DETAIL E VERIFCAT10N OF WNDLOAD CONSTRUCTION DETAILS ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) ( 1/ 4-14 7/8' SELF DRILLING SCREWS IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH ( 6) X. 18 GA. 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN 4) SECTION DOORS WITH ( 5) Y. 18 GA, 50 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN ____ DETAIL F U- BAR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-140/8' CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/ 4-14 7/8' SELF DRIWNG CRIMPTITE SCREWS AT EACH END CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) 1 4-14 5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14 5/8' CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0'. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U- BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EOUAL TO 12'- 0', THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION NON- STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. OUTER WINDOW TRIM 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN 1/ 4' POLYCARBONATE THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SUDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING. ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-144/8' CRIMPTITE SCREWS. 3. 18 GA U-BARS SHALL BE STAMPED '46" APPROXIMATELY 8' FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES wade® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0" TEST ( PSF): +38.85/-43.20 MAX HEIGHT, B'-9" Calton IMPACT/CYCLIC RATED (YES/NO). YES MAX SECTION HEIGHT: 2 MODELS 5120/6100/9100 3395 ADDISON DRIVE SACOLA, FLORIDA 32514 1 WINDLOAD SPECIFICATION OPTION CODE 0230 REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U- BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. CRT 3/8/O6 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REOUIRED FOR NARROWER DOOR WIDTHS MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. CRT 6/6/07 P7 MODIFED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2. CRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE. INCREASED MAX HEIGHT TO 8'-D'. ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE GRIN 7/22/08 P9 UPDATED TITLE BLOCK CRT 8/26/10 - P10 ADDED LONG PANEL GLAZING OPTION GIRT 3/15/11 N. T.S. SIZE: A DATE NAME 3/ B/06 GRT p 4/6/06 MRB SHEET 2 OF 2 DRAWING PART NO. I REV. m 14" MAX 1 12" MAX 12" MAX I 12„ \ u MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN E. SCA TES. PE 3121 FAIRGATE OR CARROLLTON. TA 75007 FL PE 51737 TX PE 55306/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WNOLOAD CONSTRUCTION DETAILS PLATE LOCATION HEDULE CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUO( WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1 /4" X 7/16 SEMI TUBULAR RI VI TS 11 GA MIN CLIP SEE SCHEDULE- RSW 0.28" 2 13 GA MIN CONTINUOUS WALL ANGLE TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"- 20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL 18'-0" 46.0 PSF/-52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF Wayne® REVISIONS P2 2 INCH TRACK -CUPS-TEXAS WALL ANGLE 12 FOOT UPDATED BPJ 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANCED 'TEXAS WALL ANGLE' TO 'CONTINUOUS WALL ANCLE". ADDED SUBSTRATE MOUNTING DETAL. CHANGED TO TITEN HD ANCHORS CRT 4/2/07 P4 CHANGED FORMAT ADDED MODELS 9800 AND 6024 WITH OVERLAY TO TRACK CLIP SCHEDULE. CRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE h CUP SCHEDULES DLP 9/06/07 PISUPDATE MOUNTING DETAIL DRAWINGS. CRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE NB CUP (REPLACED WITH N9 ACROSS THE BOARD). DLP 10/24/07 PISUPDATED STEEL MOUNTING DETAIL MRB 04/11/08 P9 EXPANDED 1-1/2- TO 1- 3/8- DOOR THICKNESS CHART UP TO 14' MICH. CRT 12/11/08 P10 UPDATED TITLE BLOCK CRT 6/2/10 DATE SHEET 1 OF 2 DRAWING PART NO. REV. 307494 P10 2 3/4" t1" EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2 6 NO 2 MIN 3/16" THICK STEEL FOR MOUN WALL ANGLE E60XX MIN. 1 8 2-24 1 /8 V 2-24 SPF (G=0.42) OR _ _ TRACK CLIPS BETTER AT EACH 1/4-20x9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT29lu MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL a. WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( Q.. CONCRETE MOUNTING DETAIL jONN E. $CAI% PE 3121 FAIROATE OR CARROLLTON. TIC 75001 FL PE 31737 Tx PE 0030E/r2203 PROFESSIONAL ENCRIEER'S SEAL PRONDEO ONLY FOR VERIFICARON OF VANDLOAD CONSTRUCTION DETAILS. 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- 2Ox9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP SPLICE A SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2' THICK DOORHEIGH CLIP S FROM BOTTOM TO TOP SPLICEA # 7--0" 7, 9, 9, 9. 9, 11 16 8'-0" 7, 9. 9. 9. 9, 11, 11 16 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 10'-0" 7, 9, 9, 9, 9, 11. 11, 11, 13 18 ill -0" 7, 9. 9. 9, 9, 11, 11, 11, 13, 13 20 7, 9, 9, 9, 9, 11, 11. 11, 13, 13. 13 20 7. 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 2 2 7, 9, 9, 9, 9. 11, 11, 11, 13, 13, 13, 13 2 2 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOOR CLIP S FROM BOTTOM TO TOP PLATE LIHEIGHC # 7'-0" 5, 6. 6. 7. 7, 9 12 8'-0" 5, 6. 6, 7, 7, 9, 9 12 9'-O" 5, 6, 6, 7, 7, 9, 9, 14 10'-0" 5, 6, 6, 7, 7, 9, 9 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9. 11, 11, 11 16 13'- 0" 5, 6, 6, 7, 7, 9, 9. 9. 11, 11, 11, 13 18 14'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 MODELS 6100 8300 8700 1-3/8" TO 1-5/8" THICK DOOR HEIGHT CLIP S FROM BOTTOM TO TOP SPLICELATE 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4. 4, 4, 5. 6, 6 8 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4. 4, 4. 5. 6. 6. 7. 7. 9 10 12.-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4. 4, 4, 4. 5, 6, 6, 7, 7, 9, 9. 9 12 14'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 ON THICK DOORHEIGH CLIP S FROM BOTTOM TO TOP SPLICEAID # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4. 4, 4, 4, 4, 4 6 9'-O" 4, 4. 4, 4, 4, 4, 4, 4 6 10'-0" 4. 4. 4, 4. 4, 4. 4. 4, 4 6 Wagne® Balton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PENS( 850) A47FLRIDA 4 09890 32514 DRAWN REVISIONS 2 2 INCH LACK -CUPS -TEXAS ALL ANGLE 12 FOOT DATED 3 6/11/03 UPDATED FORMAT. CREASED ALLOWABLE iESSURES TO 46 00/-52 00 PSF FOR L DoOR vADTHs. 1ANCED 'TEXAS WALL GLE' TO 'CONTINUOUS ALL ANGLE' ADDED JBSTRATE MOUNTING TAIL. CHANGED TO TEN HD ANCHORS IT 4/2/07 1 CHANGED FORMAL. DED MODELS 9800 VO 8024 PATH OVERLAY TRACK CLIP HEOULE IT 5/21/07 i UPDATED MODELS STED IN CHARTS DATED SPLICE be CLIP HEOULES. P 9/05/07 i UPDATE MOUNTING TAIL ORAWNGS. iT ID/03/07 T UPDATED CHARTS TO IMINATE THE USE OF IL Jr. CLIP (REPLACED TH M9 ACROSS THE ARD). P 10/24/07 UPDATED STEEL DUNTING DETAIL RB 04/11/08 EXPANDED 1-1/2- TO 3/8" DOOR THICKNESS 1ART UP TO 14' HIGH. I 12/11/08 10 ADDED MODEL 8700. DATED TITLE BLOCK T 6/2/10 SHEET 2 OF 2 DRAWING PART NO. I REV. 307494 P10 11 Florida Building Code Online Page 1 of 2 Professional Regulation u01 tra»r r Business yl i RJtPgMrt .entd BCIS dome ! og In : User Registration i Mot Top'cs Submit Surcharge Stats B Facts 1 Publications ! FBC Stall ; BCIS Sim Map I Links Search BusineNna Product Approval USER: rofessTtbllc User Regulation Proeuct Approval Menu > PmEuR or AoolKatbn Search > AOWicabon Lis > Application Oetall FL rk FL19715 Application Type New Code Version 2014 Application Status Applied For Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email D Silveriine Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 500) 234-4228 Ext4644 Jonberrian@slbp. com Jon Berrlan Jonberrian@slbp. com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/ WDMA/CSA 101/I.S.2/A440 2011 AAMA/ WDMA/CSA 101/i.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated of Products Method 1 Option A 02/ 16/2016 FL # I Model, Number or Name I Description http:// wvt v.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQ,,vtDgtvA%2bxmzk1... 2/19/2016 Florida Building Code Online Page 2 of. 2 19715.1 1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL19715 RO C CAC 2-4-16 CCL-:Ist.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/16/2016 Design Pressure: N/A Installation Instructions Other: See Installation Instructions, SWD002, and Product FL19715 RO li SWD002 SS 2016-02-03.DdF Evaluation Report, PER3947, for design pressures and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation requirements. Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.0df Created by Independent Third Party: Yes Back Nett Contact Its :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850187-1624 The State of Florida is an AA/EEC) employer. Copvrluht 2007-2013 State of FlaMa.:: Privacy Statement :: Acstssib,lity Stltem, n :: Reknd Satement Under Florida law, ernall addresses are public records. If you do not want your e-mail address released In response to a public-necords request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please ccntact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutrs, effective Ocbober 1, 2012, licensees licensed under Chapter 455, F.S. must >rovlde the Department with an email address If they have one_ The emails provided may be used for o:fldal communication with the licensee- However email addresses ans public record. If you do not wLsh 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 dick here . Product Approval Accepts: L15211 99 M sCNritym I.Ta tc http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtvAD/D2bxmzk l ... 2/ 19/2016 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSI ALLAT ION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 INCH INE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS I.E, WITI IOVF CONSIOCRA110N OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM A5 REQIIIRFD AT EACH INSTALL ATION ANCHOR WITH LOAD BEARING SHIM(5). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 11261NCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 98 WOOD SCR EW5 OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICILN r LENGTH TO ACHIEVE 1.12 INCH MINIMUM EMBEDMENT I NTO VJOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE At SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A &FINIMUM OF 3 IFIRLAD5 FLNU RATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/8- EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE #20WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE B. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH DIA.M ETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACIJIEVE 1.114 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 1 3/4' EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METALSTUD USE 10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM F 3 THREADS PENEINAHON BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING RUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 12. FOR HOLLOW CLOCK AND GROUT FILLED BLOCK DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 13. INSTALLATION ANCHORS SHALL CE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF O.SS. B. CONCRETE -MINIMUM COMP RESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C90 WITH MINIMUM COMPRF_KSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE SI RENGTH OF 2000 PSI. D. HOLLOW BLOCK C164U - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI. E. STEEL - MINIMUM YIELD STRENGTH OF 33 XSI. MINIMUM WALL THICKNESS OF 47.8 MIL (0.0478' Or 18 GAUGE). MIN. 1/Z- EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-T5. MINIMUM WALL THICKNESS OF 1116'. MIN. 1/2' EDGE DISTANCE SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2014) FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 301A.S Z/A440-08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX DUCKS (MIEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PRE ARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MLAMI-DARE RER OR AN]. 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 5TH EDITION FOC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHORLAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NALL FIN) 5 VERTICAL HORIZONTAL SECTIONS(THROU6H FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING DETAIL. MAX OVERALL SIZE CONFT6. DESIGN PRESSURE MISSII-E IMPACT RATINGWIDTHHEIGHT" 36' 84' O/X 35 / -35 PSF NON IMPACT 38' 66' O/X 50 / -50 PSF NON IMPACT 38' 74' O/X 50 / -50 PSF NON IMPACT 38' 77' O/X 35 / -35 PSF NON IMPACT 44" 62' O/X 50 / .50 PSF NON IMPACT 48" 72' O/X 35 / -35 PSF NON IMPACT 48' 94' O/X 20/-20 PSF NON IMPACT 52, 1. O/X 251-25 PSF NON IMPACT 36" 53.75' O/X (ORIEL) 35 / -35 PSF NON IMPACT 48' 96' O/X (ORIEL-) 20 / -20 PSF NON IMPACT 72' 62" O/X-O/X 35 / -35 PSF NON IMPACT 72' 04" O/X-0/X 35 / -35 PSF NON IMPACT 76' 62' O/X-O/X 50 / -50 PSF NON IMPACT 76' 72' O/X-0/X 50 / .50 PSF NON IMPACT 76' 7T O/X-0/X 25 / 45 PSF NON IMPACT 80' 74" O/X-0/X 35 / .35 PSF NON IMPACT 96" 74' O/X-O/X 30 / -30 PSF NON IMPACT LOW 62- O/X-O/X-O/X 50 / -50 P5F NON IMPACT 108' 72' O/X-O/X-O/X 50 / -50 P5F NON IMPACT 308' 84' O/X-O/X-O/X 25 / 45 P5F NON IMPACT Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document FL#: FL19715 Date: 2016.02.03 09:40:44 -05'00' Silver Line MAndersen r11 wIR00W/•D00 A/ ONE SEMPLLNE ORIYE NORTH nuruw x w a rH: (rSzL Qs-mw S Z . p- E C m LLj y m o y D° S LJi N G t M w moZ C W ll TF- V) Z O Z w V, W Nli UJ t U1LU V _. G 7 N Z SWD002 4EET: 1 OF b MAX. FRAME _ MAX. FRAME Silver Line WIDTH 48• WIDTH 48• DYAMersen 4 9 aava. oo ooa ONE SILVEaLENE DQM F< NmTI YuNSW a.w af0i F y 5 y y Li m 0• 4 4 + 4 r a V1 O S 95t 6 2 MAX. FRAME MAX. FRAME HEIGHT 96' HEIGHT 96• w m Z _ QUALIFIED CONFIGURATIONS wgy a ARCH TOP CONFIGURATIONS FOR ALL 2901.490L lyj ut mj wRATINGS, SINGLE UNIT CONFIGURATIONS P!a w F i WHG A D A p In S 4 y > m ELEVATION r7 ELEVATION V) SINGLE HUNG WINDOW Z SINGLE IIUNG ORIEL WINDOW O H Z V) H a MAX. FRAME MAX. FRAME > WIDTH 96' WIDTH 108' LU w acBEBE Lu QUALIFIED CONFIGURATIONS + 5 ARCH TOP CONFIGURATIONS FOR ALL2902.4902 RATINGS, TWIN UNIT CONFIrURATIONS F F F F Z 5 y 5 C. .0. 4 4 C D D C 4 7 7 4 !V .......... MAX. FRAME O • 6 . HEIGHT 74" . i •. /: MAX FRAME X. X. .X. ' '•••. ••'' fTCG +? HEI6HT84`pFL``C m A 0 btu Z y k nZ ELEVATION + 5 ELEVATION DW6 #: ^ TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW S / D 00 L SHEET: 2 OF 6 7 X. X. 2" MAX. Il' MAX. FROM O.L. CORNERS Il' MAX.- O.L. 2" MAX. FROM CORNERS ill NOID H', Lr UNI M AT DE SD ESI SN ALL BEAXC MEDY XL'OG AT NEED. ZAMA. A" SILL ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 2' MAX. 4 1/2' MAX. CORNSS r I r- O.L. 4 1/2" OA 2" MAX. -- - -- - 1 I 4 1/2' MAX. FROM --1 i'— O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1' MAX. _ F 6' MAX. WM CORNER, I I ~ O.C. 6' M 0.4 I'MAX -- - I I 6" MAX. FROM O.L. CORNERS ANCHOR LAYOUT NAIL FIN -TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM __ 20' MAX. CORNERS I O.C. 6" MAX. 12" MAX. 6NFROM O. C. FROM L12 3 MAX. CORNERS CORER O.C. 20' MAX. O c. L 6' MAX. FROM CORNERS I 1m ANCHOR SINGLE AYOUT TMRA 16 1/ 2' MAX O.C. L 6" MAX. 1 FROM J CORNERS 16 1/ 2' MAX. O.C. ANCHOR STRAP 6" MAX P/N 50-2995-2 FROM ANCHOR STRAP SEE SHEET 5 FOR DETAILS CORNERS P/ N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SilverLine bYAllEil' men r4s OIX SRVEMDf a" NW TN FMCS MC(W gF02 EK (152) U'tio0o lJ ao R O T 13 V S N O < Z 2f v YYYS Z < vl Z uj mZ w ¢ W p cc a 0 co I ^ m Z O Z H tj LU n .... co tn co N ZZ2 u N Z 43 pQVDw6 #. SWD002 SHEET: 3 OF 6 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS >> SEE SHEET 6 FOR CONNECTION DETAILS B WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OT14ERS PERIMETER SEALANT O.A. BY OTHERS UNIT HEI6HT EXTERIOR 1 O.A. UNIT HEIGHT SEE GLAZING DETAIL, SHEET 6 1 1/2" MIN. EMBEDMENT 1 INTERIOR B1 VERTICAL SECTION Q / HEAD- 2X WOOD SUCK NAIL FIN SEE GLAZING DETAIL. SHEET 6 EXTERIOR INTERIOR 3/8' MIN. EDGE DIST. 1/4' MAX 1/4" MAX. SHIM SPACE SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMcNTS SEE 6LA= DETAIL SHEET % r.rcer.,e PERIMETER 1SEALANT BY OTHERS 1/4' MAX EXTERIOR FINISH SHIM SPACE BY OTHERS 48 WOOD SCREW INSTALLATION ANCHOR 3/8" MSN. EDGE DIST. 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS CAULK BETWEEN a! CONCRETE/ MASONRY CONCRETE/ MASONRY 6 2X 1 1/2' MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT A) VERTICAL SECTION q SILL-2X WOOD BUCK NAIL FIN MIN. 3/8' EDGE DISTANCE MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE 8 GR. 5 SELF-TAPPI46 SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS. SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR • • PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION q JAMS - METAL STUD NAIL FIN SilverUne b1Andersen rql ME DLVERUNE OWE N swruwra. w cm w p7114110oe ks R r z O N o o C w Z d Zujm m J ¢ ykb W mIZTI0 4; ui > •.. m VI m J V) N _ Z Q V y DWG >x SWD002 SHEET 4 OF 6 10 WOOD SCREW 3/4' MIN. INSTALLATION ANCHOR EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERSCONCRETE/ MASONRY BY OTHERS SEE SHEET 6 FOR 1/4' MAX CAULK BETWEEN ° • CONNECTION DETAILS SHIM SPACE SASH REINFORCING_FCONCRETE/MASONRY ° a• BY OTHERS SEE SHEET 6 FOR REQUIREMENT5 SEE 6LA23NG 1 1/2' MIN DETAIL SHEET 6 EXTERIOR FINISH EMBEDMENT BY OTHERS INTERIOR 1/4" MAX. PERIMETER SEALANT SHIM SPACE BY OTHERS / O.A. EXTERIOR / INTERIOR UNIT \ HEIGHTSEE / DETAIL, GLAZINGEESHEET6 J E) VERTICAL SECTION 5 HCAD - 2X WOOD BUCK THROUGH FRAME SEE GLAZING _ DETAIL, SHEET 6 EXTERIOR 0 A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS PRECAST SILL BY OTHERS 4 3/16" ITW TAPCON INSTALLATION ANCHOR - MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2" EDGE DISTANCE 910 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION S IAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME. HOLES PROVIDED q 0000 --4.0000TOACCOMODATE #14 DIA. INTERIOR ANCHOR STRAP, AT TWIN 8 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP P/N 50.2995-2)' DETAIL AT RIGHT FOR INSTALL. REQ. 1/4" MAX SHIM SPACE r pMIN. a EMBEDMENT 4' 1 3/4" MIN ° EDGE DISTANCE p VERTICAL SECTION 5 SILL - CONCRETE/MASONRY THROUGH FRAME 0.0620 - 2 0.7500(2){--I-3.00D0(2)6.0000 1 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS PER STRAP, MIN. 1-1/4- EMBEDMENT, MIN. 1-3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD. USE (4) #10 SELF -DRILLING SCREWS, 6R 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4" EDGE DISTANCE. C. FOR INSTALLATION TO WOOD. USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEDMENT, MIN. 1' EDGE DISTANCE. Silverline brAndersen wee Rov•. •ou• ONE SirVB Lr1E O-M NORTH "VMSy'rm N] am PH, vm 13IOID IR 3g O i F g 8 Z C) N LL G W < T p N m W jm Q Way x Iwo ml Tm in m N Z Y no U Z p DWG #: SWD002 SHEET: 5 OF 6 INTERIOR EXTERIOR INTERIOR - SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION 6 MEETING STILE 6 INTERMEDIATE FRAME MUWON I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (0/X), DESI6N PRESSURE •/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (0/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (0/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-O/X). DESIGN PRESSURE 4-50 PSF 108 X 72, (0/X-O/X-0/X), DESIGN PRESSURE 4/-50 PSF STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING STZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62. (O/X-0/X), DESIGN PRESSURE -/- 35 PSF NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. 5/e• O.A. I.G. Goss EXTERIOR / INTERIOR 1 MIN GLASS BITE 1/2" 1/8' SETTING BLOCK GLAZING DETAIL 1 NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS 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 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAM[. BY OTHERS 1 1/4' MIN. EMBEDMENT. 1 1/2' MIN. EDGE DISTANCE 2' MIN. EDGE \ DISTANCE - ` CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverLine b Andersen r1l wnoow •. '- Ole SMIMINE Dove uani .our sw[a w aro M (M5 ) 415-=D Op v)' v1Fp w x C Ix muLLe; of aZ z m< N m g?'aP Iwo i T m N m y J y) g Z f uZ a G #: SWD002 iEEr. 6 OF 6 WINDWMANUFACTURERSS AS=ATION IOWDMA Hallmark® Certificate of 1 Conformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs, INC. Adminisuntcros'nagcrncnt Systcros, Inc.I Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-023.09 2800/2803-2804 3 Panel Horizontal Slider 101/I.S.2/A440-11 Class R-PG30; Size Tested 2286mm 1219mm E7251.01-10947 5/21/2015 5/26/2025 2286mm x 1219mm (90 x 48)' Type-HS; DP +30/-30 psf; Water Test Press 22013a 4.59psf) 440-H-025.36 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG35; Size tested 914mm 2127mm B9241.01-109-47 7/17/2012 3/8/2017 9142127mm (36x84in)-H 440-H-025.38 2900/4900 70 Series ASTM E-1996-05 / Wind Zone 3, Missile level D, 914mm 1930mm NCTL-110-15665-2 6/7/2013 12/19/2016 ASTM E-1886-05 Cycle Pressure = +/-50 psf 440-H-025.39 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5/22/2013 4/3/2017 1219xl676 mm (48x66 in}H 440-H-025.40 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/24/2013 4/3/2017 914xl930 mm (36x76 in)-H 440-H-025.41 2900/4900 Impact 70 Series ASTM E-1996-05 / Wind Zone 3, Missile Level D, 1219mm 1676mm NCTL-110-15664-2 6/7/2013 12/20/2016 ASTM E-1886-05 Cycle Pressure = +/-50psf 440-H-025.42 2901/4901 101/I.S.2/A440-08 Class LC-PG25; Size tested 1118mm 1905mm C7074.01 7/1/2013 5/1/2017 1118x1905mm (44x75in)-Type H; Positive Design Pressure DP) = 1200Pa (25psi ; Negative Design Pressure DP) = 1200Pa (25psf); Water Penetration Resistance Test Pressure = 180Pa (3.76psf) 440-H-025.43 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 965mm 1676mm C7074.01 7/1/2013 5/1/2017 965xl676mm• (38x66in'}Type H; Positive Design Pressure DP) = 2400Pa (50psq; Negative Design Pressure DP) = 2400Pa (50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psf) WD-20 10114109 Friday, May 13, 2016 Page 7 WINDOW & DOOR MANUFACTURERSASSOCIAMN Hallmark® Certificate of AMS, INC. IOWDMA Conformance vc and License (CCL) Adminisystcros'I n¢gcrncnt StcrosIne. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440- H-025.44 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 1118mm 1575mm C7074.01 7/1/2013 5/1/2017 1118x1575mm' ( 44x62in')- Type H; Positive Design Pressure ( DP) = 2400Pa 50psf); Negative Design Pressure ( DP) = 2400Pa 50psf); Water Penetration Resistance Test Pressure = 36013a ( 7.52psf) 440- H-025.45 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016xl829mmm ( 40x72in) - Type H; DP = 2400Pa (50psf); DP =- 240013a (-50psf); Water Penetration Resistance Test Pressure 360Pa (7.50psf) 440- H-025.46 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016x1829mmm ( 40x72in) - Type H; DP = 2400Pa (50psf); DP =- 2400Pa (-50psf) 440- H-025.47 29001mpact ASTM E-1996 12/ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-2 7/1/2013 5/1/2017 E- 1886-05 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =- 2400Pa (-50psf) 440- H-025.49 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1219mm 1829mm C9979.01-109-47 9/24/2013 7/22/2017 1219x1829mm ( 48x72in)-H; DP+ 30/-30; Water Pen. Rsist. Test Pressure = 360Pa 7. 52pso 440- H-025.50 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size Tested 965mm 1880mm D7075.01-109-47 1/14/2014 2/24/2017 965mm x 1880mm ' (38 x 74in•) Type-H; DP +50/-50 psf; Water Test Press 360Pa 7. 52psf) 440- H-025.52 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +50/-50 52in 73in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440- H-025.53 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +50/-50 38in 62in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440- H-025.55 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 1321mm 1854mm NCTL-110-16675-3 3/5/2014 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type- H WD- 20 10114109 Friday, May 13, 2016 Page 8 WINDOW meSMMriASSOCIATION Hallmark® Certificate of AMs, INC. Administrativc hianagcmcnt IOWDMAConformanceandLicense (CCL) Syatcros.lac. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name 440- H-025.57 2901/4901Impact 440- H-025.59 2901/4901Impact 440- H-025.60 2901/4901Impact 440- H-025.61 2900-4900 Series/2901-4901 Single Hung Window 440- H-025.62 2900-4900 Series/2901-4901 Single Hung Window 440- H-025.63 2900-4900 Series/2901-4901 Single Hung Window 440- H-025.64 2900-4900 Series/2901-4901 Single Hung Window 440- H-025.65 29004900 Series/29014901 Single Hung Window 440- H-025.66 2900-4900 Series/2901/4901 Oriel Single Hung 440- H-025.67 2900-4900 Series/2901/4901 Single Hung 440- H-025.68 2900-4900 Series/2901-4901 Single Hung Standard Rating 101/ I.S.2/A440-11 Class R-PG50; Size Tested 965 x 1575mm (-38 x 62 in.) ' Type- H ASTM E-1996 12/ASTM DP +50/-50 psf, Missile D, E- 1886-05 Wind Zone 4 ASTM E-1996 12/ASTM DP +50/-50 psf, Missile D, E- 1886-05 Wind Zone 4 101/ I.S.2/A440-11 Class R-PG20; Size Tested 1219mm x 2134mm (48 x 84) Type- H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 101/ I.S.2/A440-11 Class R-PG25; Size Tested 1321 mm x 1829mm (52 x 72) Type- H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 101/ I.S.2/A440-11 Class LC-PG30; Size Tested 1219mm x 1956mm (48 x 77) Type- H; DP +30/-30 psf; Water Test Press 260Pa (5.43psf) 101/ I.S.2/A440-11 Class LC-PG35; Size Tested 1219mm x 1829mm (48 x 72)' Type- H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 101/ I.S.2/A440-11 Class LC-PG35; Size Tested 965mm x 1956mm (38 x 77) ' Type- H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 101/ I.S.2/A440-11 Class R-PG20; Size Tested 1219mm x 2438mm (48 x 96) Type- H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 101/ I.S.2/A440-11 Class R-PG50; Size Tested 965mm x 1676mm (38 x 66)' Type- H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 101/ I.S.2/A440-11 Class LC-PG50; Size Tested 965mm x 1880mm '(38 x 74) Type- H; DP +50/-50 psf; Water Test Press 360Pa (7.52pso Wide High Test Report # CertDate ExpDate 965mm 1575mm NCTL-110-16675-3 3/5/2014 12/12/2017 1321mm 1854mm NCTL-110-16675-2 3/5/2014 2/20/2018 965mm 1575mm NCTL-110-16675-2 3/5/2014 2/20/2018 1219mm 2134mm D9957.01-109-47 10/9/2014 8/6/2016 1321mm 1829mm D9957.01-109-47 10/9/2014 8/6/2018 1219mm 1956mm D9359.01-109-47 1/28/2015 7/2/2024 1219mm 1829mm D9964.01-109-47 1/29/2015 8/4/2024 965mm 1956mm D9964.01-109-47 1/29/2015 8/4/2024 1219mm 2438mm E5610.01 3/16/2015 4/13/2025 965mm 1676mm E5611.01-109-47 3/16/2015 7/2/2024 965mm 1880mm E5612.01-109-47 6/1/2015 9/8/2025 WD- 20 10114109 Friday, May 13, 2016 Page 9 N WINDOW Tu SASSOCIATION Hallmark® Certificate of AMS, INC. ive M Conformance and License (CCL) A"n t tcrosa""""" NOWDMA Systcros, Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.69 2900-4900 Series/2901-4901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-10947-rl 8/21/2015 2/25/2025 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psf) 440-H-025.70 2900-4900/2901-4901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 1118mm 1575mm E9219.01-109-47 1/15/2016 2/8/2026 1118mm x 1575mm (44 x 62)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027.19 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2032mm 2134mm C1050.01-109-47 12/28/2012 8/9/2016 2032x2134mm (80x84 in)-H 440-H-027.20 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2286mm 1880mm C4709.01-109-47 1/31/2013 12/13/2016 2286x1880 mm(90x74 in}H 440-H-027.21 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1829mm 2134mm C9952.01-109-47 9/24/2013 7/24/2017 1829x2134mm' (72x84in')-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psf) 440-H-027.22 2902/4902 101/I.S.2/A440-08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-109-47 9/24/2013 7/22/2017 1994x1524mm' (79x60in')-H; DP+50/-50; Water Pen. Rsist. Test Pressure = 360Pa 7.52psf) 440-H-027.23 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 2032mm 1880mm C0328.01-109-47 2/5/2014 9/19/2017 2032mm x 1880mm (80x74in) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-027.24 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm C0328.01-109-47 2/5/2014 9/19/2017 1918mm x 1575mm (76x62in) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027.25 2902/4902 Twin Single Hung Window 101/I.S.2/A440-08 Class R-PG30; Size Tested 2426mm 1880 mm C0375.01-109-47 3/5/2014 1/18/2017 2426 x 1880 mm (-96 x 74 in.) Type-H 440-H-027.26 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 1829 mm 1575 mm D9358.01-109-47 1/27/2015 8/6/2024 1829 mm x 1575 mm (72 x 62) Type-H; DP +35/-35 psf; Water Test Press 260Pa 5.43psf) WD-20 10114109 Friday, May 13, 2016 Page 10 WINDOW & DOORMinMANUFACTURERS ASSOCIATION Hallmark® Certificate of Im"'WDMA Conformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscefl.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. AdminisvntivcManngcrncnt Systems, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-027.27 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2426mm x 1880mm (96 x 74) Type-H; DP +15/-15 psf; Water Test Press 160Pa (3.76psf) 440-H-027.28 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E7252.01.109-47 5/12/2015 5/27/2025 2032mm x 1880mm (80 x 74)' Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-H-027.29 2900-4900 Series/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 1918mm 1956mm E7244.01-109-47 8/6/2015 9/8/2025 1918mm x 1956mm (76 x 77)' Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-1-1-027.30 2900-4900 Series/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-109-47 12/29/2015 3/27/2026 2184mm x 2134mm (86 x 84) Type-H; DP +15/-15 psf; Water Test Press 360Pa (7.52psf) 440-H-027.31 2900-4900/2902-4902 Twin SH 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1829mm E9220.01-109-47 1/15/2016 1/27/2026 1918mm x 1829mm (76 x 72)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027.32 2900-4900/2902-4902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-109-47 1/15/2016 10/22/2025 1918mm x 1575mm (76 x 62)' Type-H; DP +501-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027.33 2900-4900/2902-4902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109-47 2/19/2016 10/21/2025 2426mm x 1880mm (96 x 74) Type-H; DP +30/-30 psf; Water Test Press 220Pa (4.59psf) 440-H-028.14 2903/4903/ 70 Series 101/I.S.2/A440-08 Class R-PG50;Size tested 2737mm 1575mm B643001 4/5/2012 12/16/2016 2737x1575mm (108x62in)-H 440-H-028.15 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG15; Size tested 2718mm 2134mm C4710.01-109-47 2/19/2013 1/17/2017 2718x2134mm (107x84in)-H 440-H-028.16 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01-109-47 2/19/2013 1/17/2017 2718x1575mm'(107x62in'-H 440-H-028.18 2903/4903 Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2737mm 1880mm D5516.01-109-47 3/26/2014 3/22/2018 2737 x 1880mm (-108 x 74 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 11 WINDOW TURECSASSOCIATION 1MWDMASystrnu, Hallmark® Certificate of Conformance and License (CCL) % t Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs, INC. Admmisuntcmugenxnt Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H- 028.19 29004900 Series/2903-4903 101/I.S.2/A440-11 Class R-PG50; Size Tested 2737mm 1829mm C0329.01-109-47 11/7/2014 2/21/2018 2737mm x 1829mm (108 x 72) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H- 028.20 2900/4900 Series 290314903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01-109-47 4/10/2015 4/14/2025 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H- 028.21 2900/4900/70-2903/4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2737mm 2134mm E7250.01.109-47 8/21/2015 10/14/2025 2737mm x 2134mm (108 x 84) Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-H- 028.22 2900-490012903-4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG30; Size Tested 2737mm 1575mm E9222.01.109-47 2/4/2016 2/16/2026 2737mm x 1575mm (108 x 62) Type-H; DP +30/-30 psf; Water Test Press 220Pa (4.59psf) 440-H- 029.06 2907/4907 101/I.S.2/A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-109-47 12/28/2012 9/5/2016 1219x2134 mm ( 48x84 in}H 440-H- 029.07 4900/2900170 101/I.S.2/A440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-47 10/31/2013 5/1/2017 1118x1524mm' (44x60' in)-H; DP+35/- 35; Water Pen. Resist. Test Pressure = 260Pa 5.43psf) 440-H- 029.08 2900-4900/2907-4907 Single Hung 101/I.S.2/A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109-47 3/3/2015 318/2025 1016mm x 1727mm (40 x 68) Type-H; DP +351-35 psf; Water Test Press 260Pa (5.43psf) 440-H- 030.15 2900/4900 Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2032mm 1575mm D2935.01-109-47 1/14/2014 11/12/2017 2032 x 1575mm (80 x 62in)-H; DP +20/- 20psf; Water Pen Resist. Test Press = 150Pa 3.13psf) 440-H- 030.16 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2718mm 1880mm D5514.01-109-47 3/26/2014 5/6/2018 2718 x 1880mm (-107 x 74 in.) Type-H 440-H- 030.17 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2718mm 1575mm D5514.01-109-47 3/26/2014 3123/2018 2718 x 1575mm (-107 x 62 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 12 WINDOW 8 DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of IOWDMA Conformance and License (CCL) f Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name 440-H-089.00 5500/5510 Side Lite (Specimen 2) 440-H-089.01 5500/5540 Transom (Specimen 1) Standard Rating 101/I.S.2/A440-11 Class R-PG35; Size Tested 1245mm x 2432mm (49 x 96) Type-SLT; DP +35/-35 psf; Water Test Press 26013a 5.43psf) 101/I.S.2/A440-11 Class R-PG35; Size Tested 2734mm x 914mm (108 x 36) Type-TR; DP +35/-35 psf; Water Test Press 260Pa 5.43psf) WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. By: Wide High Test Report # 1245mm 2432mm E6290.01-109-47 2734mm 914mm E6290.01-109-47 l c, 7.-C4_ John McFee, IMP of Cert AMS, INC. Administrntivc \1anagenkcm systcros, Inc. CertDate ExpDate 11/23/2015 4/27/2025 11/23/2015 4/27/2025 rams, JTTAdA Hallmark By: 4&-a A,,44 Rhonda Schott, Authorized Representative, AMS Program Sponsor: Window and Door Manufacturers Assoc 330 N. Wabash Avenue, Suite 2000 Chicago, IL 60611 TEL (312)6734828 www.wdma.com Program Administrator: Administrative Management Systems, Inc. PO Box 730, 205 West Main Sackets Harbor, NY 13685 TEL (315)646-2234 staff@amscert.com WD-20 10114109 Friday, May 13, 2016 Page 26 r/A\\ BUILDING DROPS A Perfect 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# FL19715 Report No. 3947 5th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: I — A (Certificate) 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: 12/ 15/2015 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17-05'00' On Uj 46 C ONAU r11111i" Hermes F. orero, P.E. Florida No. 73778 r/A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category Product Sub -Category: Compliance Method: Product Name: Silver Line Building Products Windows Single Hung State Product Approval Method (1)(a) Series 2900/4900 Single Hung Window FL#: FL19715 Date: 12/15/2015 Report No: 3947 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method la 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 5`h 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 51h 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 51h 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. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 A\\ BUILDING DROPS FL#: FL19715 015 A Perfect Solution in Every Drop Date: 1 o: 39 7ReportNo: 394 Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization ##: CER1508). Performance Standards: The product described herein has been tested per: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Referenced Data: 1. Product Testing performed by Architectural Testing FBC Organization f# TST1558) Report: Dated: B6430.01-109-47 3/09/2012 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 2. Certification Agency Window and Door Manufacturers Association FBC Organization f#: CER1508) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 IrIA\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 12/15/2015 Report No: 3947 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. = O.SS), 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. f'c = 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 4 428/2017 ` Florida Building Code Online t.• _.^ I.'^-* T.'yT,3-. <`T^er.,7T^.y',r.:l. I _ • i _ ` _,{ - f' •: , _ - i_ '.• c •'i::%d'Z.,,."a :re +: ;ti`--• :-t,.y'; ,^ '; 5 v-s t' .. :° =.>1, a+_ F. y{ C 9 , 1 11 .- t4 R.' s a a cS: q ; 4, t rr` FyiTY! 'wi , ^tI''.. _ V! •t, t :IM `. • .. gyp f. }q%' SCIS Home Log in - user Registration Hot Topics j }Submit Surcharge Stats 6 Fads I Publications FBC Staff BCIS Site Map Links •Search r Product Approval USER: Public User i;'..J...;.:.a Product Approval Menu > Product or AodlaUon Search > Application U > Appticatlon Detail FL # FL13192-114 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo,'CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337, 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i 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. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO - Certificate of indeoendence-PDF 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 R4 Eauiv ASTM C1186 Eauivalencv Slaned.odf https://www.tloridabuilding.orglor/pr ppp d.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxrhaHRnHIID4CXwhKRgKDf7RrxWwZsbgAp/o3dp/o3d 1/3 0 4/28/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 FL # _ Model, Number ouName Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R4 lI ER RIO-2553-15 Plank metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 I1 ER RIO-2557-15 Plank Shingle CMU.pdf Impact Resistant: N/A FL13192 R4 11 ER RIO-2577-15 Plank to WSP Sheathing pdf Design Pressure: N/A FL13192 R4 Il Install CemPlank Slding.Ddf Other: For use in HVHZ install In accordance with NOA 15- FLL3192 R4 11 NOA 15-0122.04.odf 0122.04. Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.Ddf FL13192 R4 AE NOA 15-0122.04.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 R4 II ER 11I6-2553-15 Plank metal wood.Ddf FL13192 R4*11 ER RI0=2557-15 Plank Shingle CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 R4 Il ER RIO-2577-15 Plank to WSP Sheathlno.DdfImpactResistant: N/A .. FL13192 R4 11 Install Hardie Plank Sldlng,Ddf . Design Pressure: N/A Other: For use In HVHZ install in accordance with NOA 15- FL13192 R4 II NOA 15-0122.04.pdf 0122.04. Verified By:. Intertek Testing Services NA Ltd.: Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553.15 Plank metal wood:odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.Ddf FL13192 R4 AE NOA IS-0122.04.pdf Created by Independent Third Party: Yes 13192.3 Hardie5hingle Individual Shingles fiber -cement Individual cladding shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 R4 lI ER RIO-2555-15 Shingle metal wood.odf FL13192 R4 It Install Hardie5hingle Siding.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No Other: Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.odf Created by Independent Third Party: Yes 13192.4 Hardie5hingle Panel fiber-cement'notched shingle panels (stra1ght"edge; staggered edge, half round edge) Um Its of Use Installation Instructions Approved for use in HVHZ: No Ft13192. R4 11 ER RIO-2555-15 Shingle metal wood.odf FL13192 R4 II' ER RIO-2557-15 Plank Shingle CMU.DdfApprovedforuseoutsideHVHZ:.Yes FL13192 R4 li Install HardieShinale Siding.odfImpactResistant: N/A Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. Other: Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER 11I0-2555-15 Shingle metal wood.odf FL13192 .R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf ' Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 1I ER RIO-2553-15 Plank metal wood.odf httpsJ/www.Floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDglsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 2/3 4/28/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install In accordance with NOA 15- 0122.04. FL13192 R4 Il ER RIO-2557-15 Plank Shingle CMU odf FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing odf FL13192 R4 1I Install Prevail Lao Sidino.odf FL13192 R4 II NOA 15-0122.04,Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.odf FL13192 R4 AE NOA 15-0122.04.0f Created by Independent Third Party: Yes 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 pudic records. If you do not want your a -mall 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. 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 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 To determine if you are a licensee under Chapter 455, F.S., please dldc here . Product Approval Accepts: tCh_ Credit Card Safe htt&v.,w.tloridabuilding.org/pr/pr_app dU.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwWRgKDf7RrxWwZsbgA%3d%3d 3/3 Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule; and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions an the follow pages for all other installation requirements. o HardiePlank- "MI-2. Lap Siding JamesHardie EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUV PRODUCTSysttjymai;mmftrae.eanfor the most recent version. SELECT CEDARMILL° • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIAL'" ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT. FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONET" PRODUCT INSTRUCTIONS. INSTALLATION OF HZ1 Om PRODUCTS OUTSIDE AN HZ101D LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE"° APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR -CALL 1-866-942-7343 (866 STORAGE & HANDLING: I © CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to Installation. Installing siding wet or saturated may result in shrinkage at bull jolms. Carry planks on edge. Protect edges and toners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. OUfD00RS INDOORS 1. PmTni cuttng stalkn so hit wind will binvr dust avray from use I . Cut only casing more and sr>ao. or shears (manual, electric or pneurmgc). ther and ositwaidnrryy area 2 Use rode of the Idle, ng mohody 2. Position cutting station In we(l-venrlated area a Best- I. Score and snap IL Shears ounual, electric or pn unvItc) NEVER use a pirmr saw indoors b. Better: I. Dust rtdurng circular saw ect upped wilh a NW use a circular saw Mate that des not arty he Hrrde8lade saw blade 7adanark HadeBkfal saw Wade and HEPA veQanr edracilon NEVER dry sweep — Use wet suppression or HEPA Vacuum a Good. I. Drat rolici g circular saw with a HarMlarlo saw bade only use tar law to nndtrate culling) Important Notr For madrnm protection poorest respirable dust prattrnon), tunes KV& mcon (mends always mng 1W-V.%d adlig methods where fp Able. Most(-apprmed respirators can be ueod In cal*nclnn Wth abode rutting prarices to further reduce dust eWues AdrlCod Mom m ldomntunis available at wvm pmashordle con to help ycu d*mtm the most appropriate attng method for )Orrlob Mgnnemems. f concern brill exists about eepoeae levels or Ica do not raanply with the above practices, )ou shoafai aways consult. a quaflred inaiau9tal hyglenlsl or contact Jame; Harde for further nfo n nation. GENERAL REQUIREMENTS: HardiePlank; lap siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. is Information on Installing Jaines Hardie products over foam can be located In JH Tech Bulletin 19 at www. jamehardle.com A water - resistive barrier is required In accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap= Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements. ik When installing James Hardie products all clearance details in figs. 3-14 nwst be followed. Adjacent finished grade must slope away from'the building in accordance with local building codes - typically a minimum of 6' in the first 10'. Figure 1 Double Wall Single Wall Do not use HardtePlank lap siding In fascia or trial applications. construction Construction Do riot install James Hardie products, such that they may remaal In contact with standing water water -resistive tanner let- In bracing HardiePlank lap siding may be Installed on flat vertical wall applications only. plywood or24• ot.max. For larger projects, including commercial and multi -family projects, where the span of the O osneatMng wall is significant In length, the designer and/or architect should take Into consideration the coefficient of thermal expansion and moisture movement of the product In their design. These values can be found in the Technical Bulletin "Expansion Characteristics Of rl James Hardie' Siding Products' at www.JamesHardie.com. DO NOT use stain, oiValkyd base paint, or powder coating on James HardleO Products. - s INSTALLATION: JOINTTREATMENT or more of the followln treatment options Figure 2 91 joint PtNalllsneptnailOne line Is rot. are required by code (as referenced 20091RC su,d present place R703.3.2) ..:^ fastener_ A. Joint Flashing ( James Hardie recommended) ::;; - -- between 314" b 1' frrim top B. Caulking' (Caulking Is not recommended r17038'eom of plarntq o for ColorPlus for aesthetic reasons as the -, axge d pldAd Caulking and ColoiPlus will weather a differently. For the same reason, Ih,g 00barrier 0' do not caulk nail heads on lterdlezone— ri a ColorPlus products.) Ha daPlanelPsiadeg H" ' n U o , Fastener C. jointer cover : costar a 1 1/4• starter sip to anode a consistent plankargle hyai planks in moderatecontactatbutt ) drds ao leava appmprtrte gap between planks end bun, area suet" Note: Fell painting over caundng may produce a sheen difference when compared to the field painted PrimePhes. 'Reter to Caulking section in these Instructions. For additional information on HardieWrap•Wleather Barrier, consult James Flardle at 1-866.4Hardle or wmichardlewrap.com WARNING: AVOID BREATHING SILICA DUST kimes Hardie° products contain resprable crystalline slim, which Is brown to the State of Girbmi+ to cause cancer and Is considered by IARG and MOST to be a cause of cancer from some occupational sources. Breathing acesslve amounts of respirable s0ca dust can also c awe a disabling and potentially fatal lung dasetse caged sircosls. and has been linkedtwth other dllseaus. Some studies cuggest sma kirrg may krnrase These rGu Raring instilatim orh,•nding: p) work in outdoor erns Mh ample wediUlan; (2) usefiM cement stumrs farcnntirg or, whom riot f6n hio, use a Hardie) ad& saw blade and dust -reducing circular save attached to a HEPA v cunr; (3) vram others In the Immediate area; (4) wear ai propodyfeted. NOSH -approved dust mask or resprator (e.g. N-95) h mcoa lmco with applicable gavemmant reguhttons and m nufactunr Instructors to kffr a lmtb respeable s7ioa erposurrr Outing clan up, use FAA garunrs M wet cleanup methods - rover di; swoop. For Further information, odor fo our rtulapat m nswcliontand Material SafetyData Sheet available al vnvw.lameshade.can a trycaling 1.80D-gHMDIE (I.800-942-7343). FAILURE TO APRE TO OUR WARNINGS, MSOS. AND MSTAIJATION INSIMCTIONS MAY LEAD TO SERIOUS PERSONAL IWURY OR DEATH. wo- HS11119-P1/4 6/13 Az >o" CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Roof to Wall Horizontal Flashing I(ickout Flashing Z-Flashing "`ice As re 'wired 6 Y" .K.. _ }• = = . bylR4codo s ' tti ' min 4 ii 4" 1 MIn. Y4" i Do not caulk Figure 7 Figure 8 Figure 9 Figure 10 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas C8I Figure 6 Slabs, Path, Steps to Siding Figure 11 Mortar/Masonry Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension caulk FASTENER REQUIREMENTS - Bliind Nailing Is the preferred method of installation for HardiePlanka lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in eonjunctlon with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed corners may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221" HD x 2" long) 11ga. roofing nail (0.121' shank x 0.371' HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F Panelfast4 nails or equivalent (D.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate_ mininwm 1/4' into metal framing. OSB minimum 7116" 11 ga. roofing nail (0.121' shank x 0.371' HD x 1.75" long) Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). Figure 15 FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Siding nail (0.W shank x 0.221" HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0.323' HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin or equivalent (0.10' shank x 0.25" HD x 1-1R" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" Siding nail (0.09' shank x 0.221" HD x 1-1/2" long)' Figure 16 Minimum overlap for Both Face and Blind Nailing min.1 _ I overlap r__ 1 1/4 O"e 24• — O.C. max. 3/4'-1" race ne+ 1 1/4' min. overlap water -resistive barrier Laminate sheet to be removed Immediately after installation of each course for CohorPlus" products. When face nailing to OSB, planks must he no greater than 91/4' wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements; and when considering altemative fastening options refer to James Hardie's Technical Bulletin USTB 17 - Fastening Tips for HardlePlane Lao Siding. HS11119-P2/4 6l13 y ro GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant, galvanized, or stainless steel. James Hardie products can be hand nailed or fastened with a pneumatic tool. Electro-galvanized are acceptable but may exhibit premature corrosion. Pneumatic fastening Is highly recommended. Set air pressure so that the James Hardie recommends the use of quality, hot -dipped galvanized nails. fastener is driven snug with the surface of the siding. A flush mount James Hardie is not responsible for the corrosion resistance of fasteners. attachment on the pneumatic tool Is recommended. This will help control the Stainless steel fasteners are recommended when Installing James Hardiea depth the nail is driven. If setting the nail depth proves difficult, choose a products near the ocean, large bodies of water, or in very humid climates. setting that under drives the rail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Manufacturers of ACO and CA preservative -treated wood recommend spacer pre materials or other physical barriers to prevent direct contact s 'ACOused o attachpreservativetreatedwoodandaluminumproducts. Fasteners used to attach countersunk, HardleTdm Tabs to preservative -treated wood shall be of hot dipped till & add nail zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush DO -NOT DO NOT R317.3 or 2009 IBC 2304.9.5. Figure A Figure B under drive nails staple Consult applicable product evaluation or listing 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 James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should Tit snug against siding (no air space). (fig. A) Do not over -drive rail heads or drive nails at an angle. If nail is countersunk fill nail (tole 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). PAINTING DO NOT use stain, olValkyd base paint, or powder coating on James Hardie" Products. James Hardie products must be painted within 180 days for printed product and 90 days for unprlmed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. NOTE: Whenever a structural member is present, HardlePlank should be fastened with even spacing to the structlaal member. The tables allowing CAULKING direct to OSB or plywood should only be used when traditional framing is For lest results use an Elastomedc Joint Sealant complying with ASTM C920 not available. Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM Do not use aluminum fasteners, staples, or clipped head nails. C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written Instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUSO TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling arid cutting James Harde® ColorPlus® products. During installation use a wet soft cloth orsoft brush to gently wipe oft any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus* Technology larch -up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardlePlank° lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges Into trim where possible, and caulk. Color matched caulks are available from your ColorPlus' product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the, usage of third party touch-up or paints used as touch-up on .lames Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch -tip will not be covered under the James Hardie (DIorPlus Limited Finish Warranty. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUSO TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface Is clean, dry, and free of any dust, dirt, or mildew Repriining Is norinally not necessary 100% acrylic topcoats are recommended 00 NOT use stain, oiValkyd base paint, or powder coating on James Hardie° Products. Apply finish coal tut accordance with paintmanufacturers written instructions regarding coverage, application methods, and application temperature 00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS11119- P314 6/13 AM A9. ME COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANe LAP SIDING WIDTH SQ 51r4 61/4 7114 7 1r2 8 8114 9114 9 V2 12 1 SO = 100 sq ft.) exposure) 4 5 6 61/4 6 314 7 8 8114 10 3A 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 Be 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 12D 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 16D 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 22D 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 26D 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 3D0 250 240 222 214 188 188 140 16 400 32D 26T 256 237 229 200 200 t49 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 40D 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. James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION: In accordance vfdr IMES Evaluation Repod ESR-2290, HardtePf n* lap skIng Is tecoAad as a sullalie allemaa to that spedled in: the 2005,2009,62012lnternall" Residetial Code for one - and Two-family Dv+eRngs, and Qe 2006, 2009, d 2012 International Building Code,. Har6ePlank tap sldtg is also recognhed for app0m5an In the 1o0wAng: City of Los Angeles Research Report No. 2486Z State of F"a rating FL489, fade County, Florida NOA RD. 02-0729.02.US. Dept. of HUD Materials Release 1263c, Teas Department of Insurance Product Evalua0on EC-23, City of New York MEA 223-M—M. and Cerdorria DSA PA-019. Thesedocuments should also be eonsulled for addiic al informa0m concemii g gro srilahidy of errs product 6r speDTic appirarnrs. 2013 Janes Hardie aOHN Products. An rights reserved. Additional Installation Information, JamesSet and fl denote trademarks or regis a r gIst re demdem o1 James HardieTedrrrobgyLimiled.isarrglsteredlrademark Warranties, and Wamingsare available at JameSHardie ofJamesHardkTedrrotogyLWIed. wvrrv.jameshardle.com Paregast is a registered trademadc of EThF Faskenmg Syslems, Inc. HS11119- P4/4 6113 MIAMI-DADS NUAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOiMIIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 1' (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) %vwiv.minmidadL.gov/ecou2Mt Hardie Building Product, Inc. 10901 Elm- Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardioPlank, CemPlank Prevail Lap Siding; HardieSoffrt, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., beating the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Coutroi Section. MISSILE IMPACT RATING: Large'aud Small Missile Impact Resistant LABELING: A permanent label with the mantifacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C It 86 Type A compliant" and "Miami -Dade CountyProduct Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of (Iris product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in thb 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 It 13-0311.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The * submitted documentation was reviewed by Carlos M. Utrera, P.E. OUNTY NOA No. 15-0122.04 MlAMID/ 1DE C Expiration Date: May 1, 201.7 Approval Date: April 9, 2615 03 J3 /20IS pagb I -- Janes Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Sitbi tilted under NOA # 13-0311.07" L. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Stibmilled cinder NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Stibmitterl curler NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3.. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 51h edition (2014) FBC issued by Ronald 1. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. D3 3olya 15 Carlos M._ Utrcra, P.E. Product Control Examiner NOA No. 15-0122.04 Expiratiou Date: May 1, 2017 Approval Date: April 9, 2015 E-1 Nb 1 V1fALL LENGTH{ Stud Spacing at 16" O.C. B-* I I I WALL B AU611 A i I Naas at 16" O.C. (typ.) 318" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 1 HardiePanel, Cempanel, Prevail Panel Siding Water -resistive barrier per Florida Building Code Section 14042 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 23223 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A 5/8" thick ! 5 ply APA rated plywood sheathing in a=cdanoe with Florida Buadng Code Section 23223 Watr-resistive barrier per Florida Wding Code Section 14042 2• X 4- S-P-F Wood Studs HardiePanel, S.EC I g_g Cempanel, Prevail Panel Siding PRODUCT DESCRIPTION HardePaneW. CempanelS, & Prevails Panel Sidmg materials are nonasbestos fiber -comment products tested in accordance with ASTM C1186 Grade it. Type A and meeting the requirements of the Florida Building Code. jMPL DIMENSIONS Width Length Thickness 4 8,9,10' 5/16" DES I PRESSURE RATLNG Installation Design Pressure Wood Studs .76 psf impact Resistant - Planks installed over 5/6" thick! 5 ply ApA rated plywood sheathing IARDIER6, NE"EMPANEL, PREVAIL pANElLS1DiNG 1NSJAL1`AZ10DETAILS AU installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this KOA Mote 1] 518" thick / S ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Budding Code Section 2322-3 d sheathing supported The sidingpanelsshagbeinstalledover618" thick 15 ply APA rated plywoo 9 by a minimum of 2"X4" S-P-F Wood studs spaced a mwftum of 16" O.C. Note 2] The siding panel fastener shall be a 2' long, 0.223" head diameter, 0.092" shank diameter, contusionresistantsidingnail; the fasteners shad be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing into wood studs located at 16" O.0 Fasteners shallhaveaminimumedgedistanceof30anda minimum clearance of 2" from comers. Creator: E. Gonzales HiARDIEPANEL, CEMPANEL PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 1 D901 Elm Avenue Fontana, CA 92337 at Mcm pp ours Uo A PNL- PLK-SOFF 12" =1'- 0" I Date: 4r242013 IStIr--T 1 OF 12 Fastener Spacing per Florida Building Code.Section 2322.3 I I. I. P&&'X= REVISED 1004 r6`rickthe•Fwwift 1!b '0l2 Plkwucramsm - as oo w$h tlbe Flor;& OWdiM 417 M— Proancceenaoi 16.00in. I- Fastenei ng per Florida Building Code Section 2322.3 I I•I I W{s INQ NOMINAL 2" X 4" S-P-F WOOD STUDS 16' O.C. FASTENED WITH 3.1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALLAND SOFFIT FRAMESARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322.3 Ci,AG THE PANEL IS FASTENED WITH 2' LONG, 0.223"HEAD DIAMETER, 0.092•' SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS S.O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing Sheathing I N off STA 0 offr FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION fames Hardie Building Products, Ina a 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 s¢e -[--aSae No DM No Fax 909-427-0634 A PNL-PLK-SOFF Creator E. Gonzales •SauF 1" = r-0" Date: 4/242013 sHEEr 2 OF 12 1 ALL LENGTH Stud Spacing at 16" O.C. i :. e oomrbjym i Fiotfd I•, j i E !' iJ.v% WALL EIGHT i giy a E-- 3/8" Minimum Edge Distance Nails at 6" O.C. (typ.) Siding QET9!LA- g tbe•FbriQa \ Nib Sheathing fastener, as described in Note 1. Panel fastener, as described in Note 2 HardiePanel® Siding Water -resistive barrier per A Florida Building Code Section 14D4.2 1 STATE SEEP f QDJCT DESCR2Z'1Q ( HardiePanelS, Cempanelm, & Ptevaiil9 DETAILA Panel Sing materials are nonasbestos T— fiber-cemerd products tested in p 1 N,% thick I ply APA rated accordance vrith ASTM C1186 Grade It, 1 plywood sheathingathing fastened Type A and meeting the requirements of to metal studs as describedFlorida Building Code. 11 in Note 1 the QA[ IEL 1311 $10_JS Water -resistive Width Length Thickness barrier per Florida 4' 8,9,10' 5/16" Building Code Section 14042 JZESIGN Pj3ESS_U_8E R:T_ING Installation Design Pressure 20ga, 3-5/8" X 1ti5/i3' Metal Studs -104 psf Metal Cstud NA ° f l, W" \ Impact ant— HardiePanel, panel installed over 5/8' thick / 5 ply Cempanel, APA rated plywood sheathingPrevailPanel iAF DIEpAhl[E.LsC _MPANE1,iPEZEVA[LPANE) S101.1ZG it 1SJAu,ATION DETAILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePaneL Cempanet Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A Note 1) 5/8" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at Woe at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-114' long bugle head screw The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 209a, Nominal 3-58' X 1-5/6' Metal Gstuds spaced a maximum of IS' O.C. Note 2j The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8 long• ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum Clearance of 2" from comers. J 5/8" thick]5 py APArated plywood sheathing fastened to metal studs as described in Note 1. 20ga, 3 5/8" X 1-5l8" Metal C-stud one: 909.356&300 The wall and soffit frames are to be designedI!Fax 97427-0634 by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator. E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 DWG NO A PNL-PLK.SOFF SCALE 12' =1'-a' Date: 4/242013 SHEET 3 OF 12 6.00in. +- I II I I- I 6.00in. PRODUCT REv2sm eFbdft laySy Pr0&=t CkMwja L FMtt GNOMINAL 20 GAUGE 3-518" X 1-5/8° STEEL STUDS 16" O.C. FASTENED WITH SB' WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SH_TiiJ JLG . NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE HEAD SCREW CLADDINGTHEPANEL IS FASTENED WITH NO.B-18, 0.315' HEAD DIAMETER X 1-5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Ctadding I I I /I I / Framing II Sheathing II ICI II I I I I•I I.I I I I I ` rrrll///j OGA I Se 0 121 1 I' I -r ` II i i ' -o • STATE OF ;4 I'I I•i =9 FL0RV0Q • M. ONA GRAVITYFORMETALANDWOODSTUDS, PROVISIONS FOR DIAPHRAGM Ac-noN ANDNOTPARTOFTHISAPPROVAL (MUST PROVIDE ALTERNATE PROVISIONS OR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 hone: 909356-630 Fax 909-427-08340 A PNL-PLK-SOFF Creator. E. Gonzales SCALE 1' = 1'-0" Date: d/2a/2018 s"eEr a OF 12 t ALL LENGTH Stud Spacing at 15' O.C. is itICZXE== bft HEIGHT tySisss, ace Prnd p CoouoiI i t I I I CC;, SION It Nails at 16' O.C. (typ.) 3!40Minimum Edge Distance QQAIA Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 with lfoiride S \ I HardiePlank, i Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in oompriancewith the Florida Building Code. SEE DETAIL A RRODUCT DESCRIPTION HardiePlank®, Cemplank'&. & Prevail® Plank L2p Siding materials 5/8" thick / 5 ply APA are nonasbestos fiber -cementproductstestedinaccordance withratedplywoodASTMC1186GradeIt, Type A and sing in accordance meeting the requirements of thevbFloridaBuildingCode - Florida BuBding Cade Section 2322-3 PANEL D M_E 1Q is'dthW, 1_ength Thickness barrier per Florida 59-1/2" 12' 5/16" Diming Code Section 14042 DESIGNPRESSUL&EyRATINA 2-X 4.5-P-F Installation Design Pressure Wood Studs Wood Studs -92 psf Lap Siding Impact Resistant — ' Planks installed over 5/8" thick / 5 Ply 1-1/4'tall X 5/16' APA rated plywood sheathing thick starter strip I.A 2DIPLAN.i(CEIViP_LgN.iCLP E 1ALL LI;SIDINS3 J l_S_T/ALLATl0 1 D TA_iLS All installation shall be done in conformance with this Notice of Acceptance, the manufacturersinstallationrecommendations, and the appGCable sections of the Florida Building CodeWoodstudswhereHardiePlank, Cemptank, Prevail Lap Siding wilt be installed shall be designed by anEngineerorArdtRetkpertheFloridaBuildingCodeandtherequirementsofthisN.OANote1] S/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322 3. Planks shall be applied horizontally commencing from the bottom Course of the wall with 1-1l wide laps at the top of the plank such that the exposure area of each plank is s s-1/4" vertically. Note 2' The siding fastener shall be a 2-1/2' long, 0.223" head diameter, 0.M' shank diameter, Corrosion -resistant siding nail; The siding is fastened s 8-1/4" O.C. vertically and 1O.C. horizontally, fasteners are driven into wood studs through 5/8 thick / 5 ply APA rated plywoodsheathing, areplacedintheoverlappingareaapproximately314' from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. Theplanksshallbeinstalledover5/8" thick 15 ply APA rated plywood sheathing supported by a minimumofZ%4" S-P-F wood studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 318". Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, rna 10901 Elm Avenue Fontana, CA 92337 A SCALE 1 /2" s t'-0' PNL- PLK-SOFF 1 1 Data: 4/24/2013 1 SHEET 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 IS in. OC____ / Cladding Fastener Spacing per Florida Building Code Section 2322.3 0.75n T!' as tw-oying-iththe fbnrpa Bm1 C.o wo-. rv er o i3-4'-fl.C, Ka; x& Prudna zg h so. 25in. rRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING ' NOMINAL SZ' THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 CLILOQIj G PLANKS. OVERLAP 1-1/4" THE EXPOSURE IS s8-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0= HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, -PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Framing Sheav, k)g PRODtICrJ: Ew1SED i • I ,,,,rr r e enrg0ipieg crib &C nwift No. 121 . sr - STATE OF-1 s., ' Ma s/ OntAt EN rr FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND (%A<1 it LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION A SCALE 1" = 1'-0" James Hardie Building Products, Inc 10901 Elm Avenue Fontana, CA 92337 DVN3 No PNL- PLK-SOFF Dare: 4/242013 SHEET — 6 OF 12 1 Stud Spacing at 16" O,C_ VALL LENG SEE PRODUCT DESCWPT.O v' Bf - DE:TAILA HardiePlankO, CemplankO, and Prevail® Plank Lap Siding materials5/8' thick / 5 ply APA r___ — ___;! ___ ri _.—..— 1 rated p are nonasbestos fiber -Cement i• • i i I i products tested in accordance withsheaL ASTM C1186 Grade II, Type A and i to metal studs as meeting the requirements of the 4 i described In Note 1 Florida Building Code. j n yc 6.;ahimoF3arida ,rti. \ LL I I ! Codz i t Q`' . . Watct-resistive ' HEIGHT , r wA_ barrier per Florida PLgNI Pf$LQMJ DIMEjI I 1• o > ! F Bung Code Width Length Thickness t Y l r Section 14042 5 9-1/2" 12' 5/161• lz : 4ndmcx Coetml :{ 1 I - i 20ga, 3-Str X 1-5/8' I• i j I j :I -I DESIGN PRESSU$E RATING t> Reat Crstud Installation Design Pressure i. - --- _. j1. - -- -- Gx_F F _- ` \ HardlePtank Metal Studs -92 psf Cemplank, Prevail B F _ ^.sS uNAL G ' s_ e lap S•iding impact Resistant - 3/ 4" Minimum Edge Distance Nails at 16" O.C_ (typ.) va'taAX 5J16' Planks installed over Slat thick / 5 ply APA rated plywood sheathing thickstarterstripQom_ I_L6 i Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 1 Hard• PI k Cemplank, Prevail Lap Siding water - resistive' barrier per Florida Building Code Section 14042 518" thick 15 ply APA rated plywood sheathing fastened to metal studs as described in ' Note 1 209a, 3-&8" X 1-518" Metal Cstud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. IiARDIFpLANI CEMPf At_ K PRE1/RI P $fDtNG IrJSTALLAT Q I DETAJ.S All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePlank, Cemplank; Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this NAA Note 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.&l8, 0.315" head dtameterx 1-1/4' long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps at the top of the plank such that the exposure area of each plank is 5 8-114" vertically. Note 21 The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4' long* bugle head screw over metal studs (*or screw shall have at least 3 full threads penetratir>g metal framing); The siding is fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" thick / 5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4' from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over 518" thick 15 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-&S" X 1-5/8" Metal Cehuds spaced a maximum of 16" O.C. Fastener's shall have a minimum edge dunce of 3/8". HARDIEPLANK, CEMPLANIC, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909, 355-6300 SUE Fxb N DV4 NO Fax 909- 427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SWR 1/2" = 1'-0' I Date: 4/242013 1 sHEE• 7 OF 12 6.00in. I.- IS in. OC Cladcfino 6.00in. • I I I , I Framing I 6.00irLOC I I I I Sheathing 0.75n T- w.-.. I • I ,+''" OGAW 'ram M oompbicww>dift F7oriee wi2h lie Flom % ode 1i.77 ` w NO. 121 T n Ihe6 et Coas:vl ,'.. Pf=10W CAM"• OF = : FRAmZNG NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16' O.C. FASTENED WITH 5/8' LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE SH ADJIT G NOMINAL 5/8"THICK /5 PLY APA RATED PLYWOOD SHEATH] NG TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315' HEAD DIAMETER X 1-1/4' LONG BUGLE ° HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING HEAD SCREW CLADDING INSTALLATION DETAILS METAL STUD CONSTRUCTION PLANKS OVERLAP 1-1W THE EXPOSURE IS 58-114" James Hardie Building Proeucts,.lna THE PLANKS ARE FASTENED WITH NO. 8-18, 0.315" 10901 Elm Avenue HEAD DIAMETER X 2-1/4' LONG CORROSION- Fontana, CA 92337 RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS Phone: 909-356-6300 s Fscm."o DWG N0 a'N PENETRATING THE METAL FRAMING), PLACED 3/4" UP Fax 909-427-0634 A PNL-PLK-SOFF 1 FROM THE BOTTOM EDGE OF THE PLANK AT EACH Creator. E Gonzales scxS 1^ = 1'-0' Date: 424/2013 sr+EET 8 OF 12 STUD LOCATION WALL HEIGHT WALL LENGTH Stud Spacing at 16" O.C. SEE _e&0_ QCj QESCRkP7LCLN DETAIL A HardieSofBt® & CemsoffitO materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. 2"X 4" S-P-F SOFFLT_DiMENSION$ Width Length Thickness Wood Studs ¢ 8' 1/4" pJ~SIGN_PF,kS. REj_ __ J13G HardieSof t, Installation Design Pressure Cemsoffit .Wood Studs -70 psf ECJJQ g .. yet' Awq B f I " I PROIWCTREVZM Nails at 4" O.C. (typ.)p pu RJEvtS M as comptTine jzb me Fbrisa 3/8" Minimum Edge Distance + Qcoping wide Am Fb" Building Co& Ely AV QEl r j ea c a offd•fastener, as ascribed in Note 1 HardieSoffit, Cemsoffrt Minimum 2" X 4" S-P-F Wood Studs The waft and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. No_ 21 STATE OF = HAJ2D1I$OFF_T_f.R015O.F_FI NEL-(LST ILLATJO DE-1 All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's irr> llation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSoffit, Cemsofft will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of the N.OA The soffit shall be installed over minimum 2 X4" S-P-F wood studs spaced a maximum of 16" O-C. Note 1] The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. Creator. E. Gonzales HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inca 10901 Elm Avenue Fontana, CA 92337 V SCALE 12' 0 V-0" VAC NO REV PNL-PLK-SOFF 1 Date: 4124/2013 SME'ET 9 OF 12 4.uu111lo.uuirL Cladding Framing' 4. 00i - PRcbtjcr nsw Paooucrnr >lsw \. OGAIN 00807 as complyiMs wi& &C Ebrift _ Bslriae Coo sammg CO& L • wcoe w Pb !l? 1 .07 N121 0. lr44, FRAMLt G NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-112" 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) - NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARC141TECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE - CL. ADDI,NG HE TSOFFITIS FASTENED WITH 2• LONG, 0.223- HEAD HARDIESOFFIT, CEMSOFFIT PANEL DIAMETER, 0. 092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION B RESISTANTSIDINGNAILS, PLACE NAILS 4" O.C. AT PANEL Nil EDGES ANDINTERMEDIATESTUDSJamesHardie Building Products, Ina 10901 Sm Avenue Fontana, CA 92337. Phone: 909- 356-MO SIZE F` NODW.3 NO REv Fax 909- 427-0634 A PNL-PLKSOFF 1 Creatcr. E Gonzales Sri 1" =1'-0° Date: 4/2420110 OF 12 WALL iEIGHT 3/8" Minimum Edge Distance WALL LENG iII I PkO_DU SEE CT DES_CR(P71QiJ Stud Spading at 76" O.C. I DETAILA HaraieSoffit® & Cemsoffi* materials r;^iI i are ronasbestos fiber -cement products tested in accordance vhfh ASTM C1186 r 1 Grade 11, Type A and meeting the 1 requirements of the Florida Building Code. i 20ga, 3-5/8" X 1-5/8" SQFFIT SIOLJ Metal Gstud Width Length Thickness 4' $ Y. HardieSoffi4 DESLgN PRESSURE RATfrJG Cemsoffrt installation Design Pressure Metal Studs -55mf Nails at 6" O.C. (ryp. Soffit fastener, as described in Note HardieSoffit, Cemsoffit 20ga, 35/8 1-5/8" Metal C-stud LThe wall and soffit frames are to he designed by the Archirect or Engineer of Record in compliance with the Florida Building Code. 9RODUCi BEVrcI~n PRODUCT REVWkM as co A07mlr wieL tlx Floods s •• ib die F:orir Iimtding Code 12BitCodeAecspamonNof,3"3r •C i wes ese ? 01VAL EN01, iAR CEMSO TSATA_rtpI QFQpAVELINTA1Ot%D All installation shall be done in conformance with this Notice ofAxeptan!•irfe'hiAnufacturer's Installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffrt, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 1fi' O.C. Note 11 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4" long' ribbed bugle head screw (`or screw shall have at least 3 full threads penetrating metal ' framing) -,the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from corTrers. Creator. E. Gonzales. A HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION STATPhi&" Control EJames Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 12" = 1'- 0, DWG NO RN PNL-PLXSOFF 1 Date: 412412013 shear 11 OF 12 . o.uum. 7 7 Cladding Framing 6.00in. I' s ae v tseTrlorido PAN M; made £eodoat Con°c'' r2t- FSS101A FRAMMG ,,,,,,..,' NOMINAL 20 GAUGE 3-5/8" X 1-518" STEEL STUDS 16" O.C. FASTENED WITH 50 WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) - NOT PART OF THIS APPROVAL. (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING HARDIFSOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETERX 1-1/4' LONG CORROSION RESISTANTRIBBED (9BUGLEHEADSCREWS (SCREW SHALL HAVE AT LEAST 3 James Hanle Building Products, Inc. FUZE; THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS TO-C. AT PANEL EDGES AND INTERMEDIATEFix 10901 Elm Avenue STUDS Fontana, CA92337 Phone: 909-356.6300 SIZE FSCM No DVL - REV 909-427-0634 A PNL-PIC-SOFF 1 Creator. E. Gonzales SCALH 1" =11-0" Date:4242013 SHEET 12 OF 12 428/2017 Florida Building Code Online ail Uc.r--.. ilia BCIS Home 1 Log In User Registration Hot Topic j Submit Surcharge i Stats & Facts Publications FBC Staff BCIS Site Map Links j Search k) idh tst• j+ = r". Product Approval 1p-'{ may USER: Public User Produtt Approval Menu > Product or ADpil6ttipn Search > Anpllcatlon Litt > Application Detail Vq. Q}-4wr3n FL 9 FL12194-113 7i Application Type Revision Code Version 2014 i Application Status Approved r Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street t -. •.••= " Tampa, FL 33634 2 813) 249-9743 grahman@aluminumcoilsinc.com r e.,; •:•; i• • , r. --.:..:'-r Authorized Signature Gareth Rahman Z grahman@aluminumcoilsinc.com rtl Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com r ; Quality Assurance Representative Address/Phone/Email is •. :'.ter'?" j'_!-r'i,'•''-'• Category Panel Walls I Subcategory Soffits F Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest i' • ReporttheEvaluationReP t Florida License PE-74021 f Quality Assurance Entity PRI Construction Materials Technologies, LLC i : Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden 4:. •, y,, 1'• 11 r• Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALCIS001 Evaluation Report 2014 FBC 04 T4 Sofflts pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 4 Equivalence of Prpduct Standards t :: t ti Certified By r i " Sections from the Code httpsJ/www.fioridabuilding.org/pr/pr_app U.aspx?param=wGEVXQwtDquk24AUCp/p2fEHMrNrkL4bysALEZSXMisX5GEO%211CXzYpyxAp/`3dD/o3d 12 4/28/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Date Revised 04/05/2017 Summary of Products .. ,---,.,,.__,..__ r x.___.__..._.,;...... ,-`--.,•__-...._: _ .. _.._..__. ^, FL # Model, Number or Name Description '' Y 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R3 II ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 Saffits,pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED 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 mall. If you have any questions, please contact 850,487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The 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 an be made available to the public. To determine it you are a licensee under Chapter 455, F.S„ please dick her . Product Approval Accepts: Credit Card Sate httpsJhvww.flaridabuiiding.orgtpr/pr_app dill.aspx?param=wGEVXQwtDquk24AUC%2FEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxA%3d%gad 2/2 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 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, 1710.9.4 Properties: Wind Resistance REFERENCES E tity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use In the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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. PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" 04 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 in2/1in.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 F.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 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for Stale 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 5'" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. G P YE 2015.08.27 No 74021 07:05:00 CC-04'00' O'.. STATE OF I, '<"'. 4 O R O P ` Zachary R. Priest, P.E. sS;N ` 10 O gani ation No. ANE964%% Florida Registrabon No. 1021 CERTIFICATION OF INDEPENDENCE 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 (7 pages) 2) APPENDIX B - Installation Drawings (12 pages) 3) APPENDIX C - Design Wind Loads(4 pages) 4) APPENDIX D - Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 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 Loc tion Lotion Lo tion Location c. 16" Q4 Soffit— 16-inch o.c. Fastener Fastener Location 1s-- L tion ALClSO01 FL12194-R3 Page 1 of 7 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. CREEK2 TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Lnral Linn Fastener Fastener Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 164nch Overhang with J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel 24J4 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 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 072-Inch dia. x min. 3/16- 0. inch head dia. trim nail t40.0 24-inch o.c. 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 4812F-2 164nch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2spaced244ncho.c. and securing each panel lap inch o.c. Max' One (1) 14 ga. 5/8-inch long T nail 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 4812F-3 16-inch MasonMasonry spaced 8-inch o.c. Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c. ALC15001 FL12194-R3 Page 2 of 7 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 specificallyaddressed 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 psf) 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 1/24nch One (1) min 3/4-Inch x One (1) min. 1 3/4-inch long x 12J 1 Max. Woodstaples in diamond long x 3/8 inch head diameter Wood 1/4-inch crown staple inch dia. x min. inch 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-Inch o.c.. head dia. trip nail spaced 48- head ed 64. 42 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 psi) 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 staples spaced max. D pinch nailwithmin. 3116- finishingdiameter finishing 53.3 12- inch spaced max. 8-inch o.c 4-inch o.c. and securing each inch head spaced panel lap 12-Inch o.c. One ( 1) 18 ga. 1/4-Inch crown x One ( 1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staples spaced max 0. 072-inch diameter 16F- 2 12- inch Wood Inch leg staples in diamond pattern Wood 44nch o.c. and securing each finishing nail with min. 3/16- 53.3 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/&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 3116- inch head dia. trim nail 25. 6 inch o.c. O.C. spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 314-inch long 16F- 4 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3l4-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 84nch o.c. inch head dia. trip nail 36.1 spaced 48-Inch o.c. ALC15001 FL12194-R3 Page 3 of 7 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. CREED 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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/84nch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- t43.3 16 inch spaced 8 nch o.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. Three (3) 18 gait/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- c. inch oand securing each finishing nail with min. 3116- t43.3 spaced 16-inch o.c. panel 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 psf) 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 16. 11 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. lWinch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001 FL12194- R3 Page 4 of 7 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 psi) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-Inch NNominal 1x2Norm crown x 1-inch leg Three (3) 18 ga.1/4- SYP anchored to staples spaced 124nch 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 staples spaced 8- finishing nail with min. 80l-90 diamond pattern inch x 7d ring One (1) min. 1.75 inch inch o.c. 3116-inch head spaced spaced 16-inch o.c. shank nail x 0.0721nch 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-Irich crown x 1-inch leg Nominal.1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-Inch o.c. securing One (1)18 g1/4- a. 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 801 24F- 2 12- Inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25 One (1) min. 1.75-inch Inch o 3116- inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter c. 12- inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 164nch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples 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 staples 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/ 164nch 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 FL12194-R3 5of7 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 MOP No. Width psf) 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 staples 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 14nch with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F4 16 inch Wood leg staples in min. rafter Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern incing inchhx7dringOne ( 1) min. 1.75-inch inch o.c. and securing 3116-Inch head spaced spaced 16-inch o.c shank nail x 0.072-inch diameter each panel lap 16-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 staples spaced One ( 1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F- 5 1 nch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3116-inch head spaced 164nch o.c. inch ring shank x 0.072-inch diameter each panel lap 16-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 staples spaced No. 2 SYP 12-Inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x One ( 1) 14 ga. 5/8- anchored to each panel lap Inch crown x 1-inch 0.072-inch diameter 24F- 6 16 nch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch Inch o.c. and securing 3116-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-Inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001 FL12194-R3 Page 6 of 7 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 MDP No. Width Psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-inch Nominal 112 min. 2.25-Inch x 7d crown x 14nch leg No.2 SYP Three (3) 18 ring shank nail stralght-nailed through staples spacedp 12-Inch o.c. securing One (1) 18 %.- One (1) min. 1.75-inch anchored to ga.1/flinch crown the rafter Into the and each panel lap ga. x 0.072-inch diameter 24J-1 Max. rafter with one x 1-inch leg of the batten or two (2) Wood inch crown x 1-inch finishing nail with min. t60 12-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (7) min. leg staples spaced 3/16-Inch head spaced inch x 7d ringpattern spaced 16- P ring shank nails toe- diameterx0.072 nch diameter 8-inch o.c. 12-inch o.c. shank nail inch O.C. Walled either side o1 rnishing nail with min. 24-inch o.c. the batten at eachat b 3116-inch head spaced Interssectioection.. Max. flinch o.c- rafter spacing Is 24-inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/44nch Nominal 1x2 min. 2.25-Inch x 7d ring shank nail crown x 14nch leg No.2 SYP Three 3 18 straight -bailed through staples spaced One (1) 18 ga. '/.- One (1) min. 1.75-inch anchored t0 ga.1/4-inch crown the rafter into the end 12anch pa securing each panel lap inch crown x 1-inch x 0.072-inch diameter 24J-2 Max rafter with one x 1-inch leg of the batten or two (2) Wood I staples spacede9PP finishing nail with min. t53.3 16-inch 1) min. 2.25- staples in diamond min. 2.25-Inch x 7d One (1) min. 1.75-inch 8-Inch o .c. and 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- x 0.0724nch diameter securing each panel 164nch o.c. shank nail inch o.c. nailed on either side of finishing nail with min. llap 241nch O.C. the batten at each batten/rafter 3/164nch head spaced intersection. Max. 4-inch o.c. rafter spacing Is 24-inch o.c. ALC15001 FL12194-R3 Page 7 of 7 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. I Installation Detail Min. 3/3' head d1a. nail with min. engagement(?or wood exibstr.cej or min. 0.097' eiA. T-nnil cr urub nA,1 with min. 5/6" wngagemanc(=or cancrer.e or t•lo.^Y. aubUcra-r). uFecm9 an nor d a brace. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & I I I II \—"F"CHOANNIEL OVERHANG WIDTH VARIES) 12F-3 wz,cd Conc-- or 61ocY. u FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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. A- CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN I t3/4' X 1 /4" ; DETAIL CROWN STAPLES v• EivEp/ USING A DIAMOND sr n[s PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD 1-3/4- TRIM NAILSTAPLE '8' ON CENTER PAINTED S.S. 7-7- t -3/4' TRIM NAIL CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLED WITH THE D.C. NAIUNC FLANGE UP OR 3/4" x 1/4' DOWN CROWN STAPLE SOFFIT- max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001 FL12194-R3 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 System No. I Installation Detail 12J-1 OPEN RAFTER 3/4" X 1 /4- CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN ALUMINUM COILS, INC Soffits Appendix B i 2fr;rWIM \ SOFFIT STAPLE i L DIAMOND PATTERN FACIA BOARD 1a/w ET WEEK I DETAIL STALTO / ASCIA CAP \ ' 3/4" X 1/4" CROWN STAPLE `8" ON CENTER 1-3/4" TRIM NAIL J—CHANNEL 1-3/4' TRIM NAIL PAINTED S.S. acre Red to soffit PAINTED S.S. 48 rich onft(li 08 x 1/2" x 3/8- head O.C. diameter screw, 16" o.c. SOFFIT —max. 12-inch span SOFFIT WOOD OR BLOCK SUBSTRATE FACIA BOARD FASCIA CAP 3/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 3 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 f' TRIM NAIL FASCIA BOARD PALNTEU SS J I i FASM CAP SOFf1T CROWN STAPLE CPEN RAFTER L_ FASCIA BOARD u r::e• Inca 16F-1 SOFFIT & FASCIA W 6F-5 DETAIL FASCU CAP; REFER TO SCFFIT L FASCIA OEra F' CHANNEL SOffff: MAX. IG' SPAN MASONRY SUBSTRATE ALC15001 FL12194-R3 Page 4 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 Min. 3!S' haa9 rlla. nail with min 1141 snyagomont(for woos substrate) or min. 0.097" din. T-nail or stub nail with min. 5/3" engagamantj:or concrane or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM X—"F" SOFFIT (OVERHANG WIDTH VARIES) 16F-3 CHANNEL wood, Concrete or Block Hull STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. I FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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 SOFFITWJIMISOFFIT STAPLE OPEN RAFTER TAFLM I j DIAMOND PATTERN 3/4" x 1/4• f , D ETAI L CROWN STAPLES 1` USING A DMONDJ yr KTvm+/ 51Aw.Ea i PATTERN FACIA BOARD " FASCIA CAP 16F"4 3/4" X 1/4" CROWN FACIA BOARD 1-3/4 -TRIM NAIL 8" STAPLE ON CENTER PAINTED S.S. 1-3/4" TRIM NAIL F CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLED Wn THE O.C. NAIUNG FLANGE UP OR 3/4" X 1 /4 DOWN CROWN STAPLE SOFFIT -max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIIrA D ETAI L ALC15001 FL12194-R3 Page 6 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 p TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1"q CROWN STAPLE OPEN RAFTER FASCIA BOARD 1"zJ' CROWN STAPLES SOFFIT & FASCIA US64C A DIAMOND DETAIL 16F-2 & PATTERN: REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER / \ TO SOFFIT L FASCIA DETAIL 8. F' CHANNEL 3/e,1 SOFFIT; MAX. 16" _ SPAN WOOD Su2STRIiTE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 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. 16J-1 CREEK TECHNICAL SERVICES, LLC m No. I Installation Detail 3/4" X 1/4' CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM' NaLJ — PAINTED S.S. 48' O.C. SAFER —max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN 1 D ETA I FACtA BOARD sTuacs / FASCIA CAP 3/4" X 1/4" CROWN FACIA BOARD STAPLE "8' ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page B 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 I' TRO1 NAIL FASCIA BOARD PAINTED S.S. I 1-r- CROWM CAP STAPLES FASCIA SOFFIT US-NG A DIAMOND PATTERN: REFER TO 1-.1' CROWN STAPLE SOFFIT STA DIAMOND PATTERPESN OETAII I J' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 8 I 24F-4 1"at- CRDMN STAPLE - FASCIA CAP: REFER / TO SOFFIT i FASCIA \ D:rAIL 1'xY xiBatten An[RoreO Ir SOFFIT; MAX 24' L 3lB F-CHANNEL Rai ten rA oneIanWee 7 IRuyShahatIeveryRafter i WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALCIS001 FL12194-R3 Page 9 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 f' TRn1 NAIL FASM BOARD PAINTED S.S. 14- I SMOOTH SMAAK I - I FASCIA CAP ROOF NAILS SOFFIT VVV CROWN STAPLE 1 TRW NAB. FASCIA BOARD PAINTED SS. SOFFIT & FASCIA IAPLIE DETAIL2417-2 & 24F-51'.t' FASCIA CAP: REFER To SOFFIT L FASCIA DETAIL Nominal 1's2' SYP Balled AnAwred to SOFFIT; MAX. 24' F-CNANNEL Rallers nth orm Id Ring Shank NAB at every Rallar WOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 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 NAq FASCIA BOARD PAINTED I ICDA i' T-NAILS I I I FASCIA CAP SOFFIT 1 1-4' CROWN STAPLE t 1 P' NAIL FASCIA BOARD PAPINTE +TEO S S. SOFFIT & FASCIA 24F-3 & j I DETAIL 24F-6 I 1-4- C1rOWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Numnal 1'a2' SYP Batten Anchored to SOFFIT, MAX. Ir.' F-CHANNEL Rafters .IIh av Td Ring Shank Nall at i every Rafter MASONRY ALC15001 FL12194-R3 Page 11 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 I- TRIM NAIL FASCIA BOARD PAINTED S.S. I"rj1" CROWN FASCIA CAP STAPLES SOFFITUSINGADIAMOND PATTERN. 0.EFfR TO CANTILEVERED 1-4- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATE ERN DETAIL FASCIA BOARD SOFFIT 3 FASCIA I TRIM MAL DETAIL PAINTED S.S24J. 24-2 & I 1'.}- CROWN STAPLE FASCIA CAP: REFER TO --a L FASCIA DETAIL / \ U.Wn ;t-aT nm eTX-nacatriecbAnvAann'ep ana SOFFIT: MAX. 74' I 3/9'1 J-(NANKEL aexurea a'M one (t) Tcfinge T stunt nxlt 6112i9tn-AAOeE I1rouCn t'ta 'liter Into tro nc J WOOD SUBSTRATE oT the ba;:en or two Q7 To \ / ring sttanA na s me-natac on Whet safe at uw banem At In* ba: tenharter mtemectton \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194R3 Page 12 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 DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 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 it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 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 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean, Roof Height ft Basic Wind S eed hiph) 120' 130 . 140 150 16.0 170 180 199 200 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 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 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 28.11 31.3 1 34.7 60 13.1 15.4 17.8 20.5 1 23.3 26.3 29.5 32.9 1 36.4 ALC15001 FL12194-R3 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 Desi mWind Pressures for Soffits in Exposure C Building Type Zone. Mean HeRoof ft . Basic Wind Speed mph) . 120. 130 140 150 160 170 180 190 200 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 Enclosed 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 1 -77.5 85.8 50 32.4 1 -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 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 Enclosed 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 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 5 40 16.0 18.8 21.8 25.1 28.5 32.2 1 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 FL12194-R3 3of4 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 D' Building Type Zone' Mean Roof Hei ht ft Basic Wind Speed mph) 120 130 • 140 . i 50 160. , 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 70.0 77.5 40 29.4 j 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 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 4 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 Enclosed 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 1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 1 50.6 56.1 ALC15001 FL12194-R3 4of4 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 3/8" F-Channel 3/8" 3/4" 3/8" J-Channel ALC15001 FL12194-R3 ISOMETRIC VIEW 3/E" PROFILE ISOMETRIC VIEW 3/E- PROFILE ALUMINUM COILS, INC Soffits Appendix D 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. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1 1/8" HEM T 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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. JCREEKTECHNICALSERVICES. LLC 16" Q4 Soffit 18" BLANK 3 / 8 PROFILE 2.625 REF. 50 TYP. 25 TYP. _ 0.125 TYP. a ooa o ooaao 000000 aoao 000aoo ooaoo M!K IQNFA PArfFIIN IFIRI MrL F1 LO ATM FORMED V SAME (XREC110N AS %BS) ALUMINUM COILS, INC Soffits Appendix D ALC15O01 FL12194-R3 Page 3 of 4 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 12" T4 Soffit 5/16" 1/2" 1/2" 1/2" 3/8" 13.75" BLANK 3/8" PROFILE 2.625 RM 5O TYP. iii3 ALUMINUM COILS, INC Soffits Appendix D o aaoao aa000 ao aoo aaoao ooaoao oaaoo winr I n N" PArrrRN (FL11 I G A F1 I.OVMM FORMED IN SANE DIRECTION AS RI?S) END OF REPORT ALC15001 FL12194-R3 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. Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5'" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 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, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Conslruct_ion Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report Is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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. 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. ALC15001 FL12194-R3 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 PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ppanels 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. Is- M K1If i6' [[H{Qt VFIR 16' CnL PANF1 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 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for Slate 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 5"' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. tt%%J,rlltrlr p`` P Y R. p9 ,-. 2 015.0 8.2 7 Q •.G•E•NS. FS, • f 07:05:00No74021 . 13 STATE OF UJ ` _ 04t00t O R t 0 P;'• x Zachary R. Priest, P.E. SS •C1 Florida Registration No. 74021 NA Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE 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 (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 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 Location Lo tlon Location c. 16" 04 Soffit — 16-inch o.c. Fastener Fastener Location Location 1 1 ALClSO01 FL12194-R3 Page 1 of 7 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 If - Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved S stem'Numbers and Definitions for12F-# Approved Systems 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 1 J-# 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. 318 x 3/8-inch One (1) min. 1 3/4-inch long x 072-inch dia. x min. 3/16- 0. inch 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch head dia. trim nail 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 4812F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dla. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-Inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T Hall Wood crown staple spaced 8-inch o.c. 0.0724nch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and secunng each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001 FL12194-R3 a2of7 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 psf) Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 314-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. xmin. 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 Cdnnection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1)14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max 8-inch o.c. 4 inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-Inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-Inch leg staples 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- 53.3 spaced 16-inch c.c. panel lap inch head spaced 12-inch o.c. Max, One (1) 3/84nchhead dia. nail, min. One (1) min 318-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 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. N 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- 27 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-Inch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. spaced 48-inch o.c. ALC15001 FL12194-R3 3 of 7 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. M CREEK LM 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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 43.316-inch spaced 8-inch o.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- finishing nail with min. 3/16- 43.3 16-inch spaced 16-inch o.c. inch o.c. and securing each Inch head spaced panel lap 16-inch o.c. Approved Systems for 164nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) 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 114-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 FL12194-R3 Page 4 of 7 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 MDP System Panel I psi No. Width Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga.1/4-inch Nominal 1x2No crown x 1-inch leg Three (3) 18 ga.1/4- Nmi SYP to staples spaced 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch anchored rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter finishing nail with min. 801-90 24F-1 12-inch Wood leg staplesWoodni patterndiamond n 1) min. 2.25- One (1) min. 1.75-inch leg staples spaced 8- 3/16-inch head spaced spaced inch o. Inch x 7d ring x 0.072-inch diameter inch o.c. 12-inch o.c. shank nail finishing nail with min. 24-inch o.c. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (18 ga. Inch One (1) min. 1.75-inch x inch x 11 ga. anchored to each panel lap wn x 1-inchInchcrown 0.072-inch diameter 80/ 24F-2 Wood smooth shank rafter with one WOOd leg staples spaced 8- fiinishin nail with min. g 6. 76.612Inch 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 staples spaced No.2 SYP 12-Inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x One 1 14 a. 5/8- 9 anchored to each panel lap p inch crown x 1-inch 0.072-inch diameter 801 24F-3 Max Masonry Inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 12-inch 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 FL12194-R3 Page 5 of 7 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. psf) 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 staples spaced Three (3) 18 ga.1/4- anchored to in12ch 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-4 16 inch Wood leg staples in min. 2.25- Wood leg staples spaced 8- finishing nail with min. 80/-60 diamond pattern iinchx 7d ring nOne ( 1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter each panel lap 16-inch o.c. 24- inch o.0 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 staples 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 24F- 5 18 inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofingnailspaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter each panel lap 16-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. 1Winch crown x 1-inch leg Nominal 1x2 staples 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 24F-6 16 inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 spaced 8- inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24- Inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001 FL 12194-R3 6 of 7 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 MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP sobbed between rafters with one (1) One (1) 18 ga.1/4-inch Nominal 1x2 min. 2.254nch x 7d crown x 1 inch leg No.2 SYP Three (3) 18 ring shank nail straight -nailed through99 staples spaced One (1) min. 1.75-inch anchored to ga.1/4-inch crown the rafter Into the end 12 inch o.c. securingeachpanellap One (1) 18 ga. '/.- x 0.072-Inch diameter 24J-1 Max. rafter with one x 1-inch leg of the Patten or two (2) Wood inch crown x 1-inch finishing nail with min. t60 12-inch 1) min. 2.25- staples in diamond min. 2.25-Inch >S 7d One (1) min. leg staples spaced 3/16 inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe diameterxo.o72-inch diameter 8 inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side of finishing nail with min. 24-inch O.C. the batten at each 3116-inch head spaced batteNratter 4-inch o.c. Intersection. Max. rafter spacing Is 24-inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/44nch Nominal 1x2 min. 225-Inch x 7d ring shank nail crown x tench leg No.2 SYP Three 3 18 straight -nailed through staples spaced One 1 18 a. Y.- g One (1) min. 1.75-Inch anchored to ga.1/4-inch crown the rafter into the end 12inch o.c. searing each panel lap inch crown x 1-inch x 0.072-inch diameter 24J-2 Max. rafter with one x 14nch leg of the batten or two (2) Wood leg staples spaced finishing Hall with min. t53.3 16-inch 1) min. 2.25- staples in diamond min. 225-Inch x 7d One min. diameter aanch d o.c. an 3116 inch head spaced inch x 7d ring pattern spaced 16- PaPt ringshanknailstoe- 72 x0.0-inch diameter securing each panel 16-inch o.c. shank nail inch O.C. nailed on either side of finishing nail with min. lap 24- inch O.C. the batten at each battenlrefter 3/16-inch head spaced intersection. Max. 44nch o.c. rafter spacing is 244nch o.c. ALC15001 FL12194-R3 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. a CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC 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. I Installation Detail Min. 3/V hGad dia. naii with min. IV" n3e0amtnu(for woci nubstrata) or min. 0.0971 dia. T-nnil cr stu4 niil wish min. 5/8" ongagament(for :on=rate oc.t•1:=F: Eub tra U) . apAc ad ao notad a xve . FASCIA SLIP BOARD FASCIA TRIM 12F-1& I I I II \—"F\— CHOANFNELIT ( OVERHANG WIDTH VARIES) 12F-3 Wccd, Chnc—te or block u FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8'' STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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 B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4- x 1/4- I DETAILLVIrCROWNSTAPLESr USING A DIAMOND BET`M/ sr s j PATTERN FACIA BOARD ` FASCIA CAP 12F-2 3/4- x 1/4- CROWN FACIA BOARD 8" 1-3/4- TRIM NAIL 1 -3/4" TRIM NAIL STAPLE ON CENTER PAINTED S.S. T_'F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4- x 1/4- DOWN CROWN STAPLE SOFFIT-nr. la. 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAILIr ALC15001 FL12194-R3 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. r CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail. 12J-1 OPEN RAFTER 3/4- x 1 /4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN u i J—CHANNEL 1-3/4' TRIM NMI ocra•ded co safCic PAINTED S.S. 48' with onelli kB a 1!T" x 3/8" head O.C. diameter strati, SOFFIT —max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B j UrT, `1 SOFFIT STAPLE l ' DIAMOND PATTERN1 DETAIL FACIA BOARD '1 yr wrvmi/ v sr raFs / i ASCIA CAP 3/4- x 1/4" CROWN 1-3/4 TRIM NAIL FACIA BOARD STAPLE "B' ON CENTER PAINTED S.S. FASCIA CAP 3/4^ % 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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 M TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I {- TRIM BAIL FASCIA BOARD PAWED S.S. FASCIA [AP 4 SCFFR 1'rj!- CROWN STAPLE OPEN RAFTED FASCIA BOARD li GS S'B' I M1 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT t FASCIA F' CHANNEL DETAIL SOFFIT; MAX. 16' SPAY MASONRY SUBSTRATE ALC15001 FL12194-R3 Page 4 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 Detail Min. 3/s" heaj iia. nail wi[h min. 1!1" tn,a!)amonr .for w-^o_1 aubatraza) :tr min. 0.097" dia. T-nail or stub nail with min. 5/3'^ snnagement(f.r ccncrat.a or block subscrace). spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 1617-3 I I II \—"F" CHANNEL Wood cork -t- or dock M FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 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 n,BETWM `, SOFFIT STAPLE OPEN RAFTER , I DIAMOND PATTERN 3/4x 1/4• DETAI I— CROWNSTAPLES r USING A DUMIOND ) srAw.ESts i PATTERN FACIA BOARD FASCIA CAP 16F- 4 3/ 4- X 1/4- CROWN FACIA BOARD 1- 3/4' TRIM NAIL a" STAPLEON CENTER 1- 3/4' TRIM NAIL PAINTED S.S. T—'F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4" DOWN CROWN STAPLE SOFFTT- max. 2.6-inch sL>ar. WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I 1 i- TRIM NAIL y FASCIA BOARD PAIN rEU S.S. / FASCIA CAP SOFFIT I Yq- CROWN STAPLE OPEN RAFTER I FASCIA BOARD 1"i}' CROWN STAPLES I SOFFIT & FASCIA USING A DIAMOND DETAIL 16F 2 8 PATTERN; REFER TO I SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL fASCTA CAP; REFER TO SOFFIT L FASCIA OETAR. 8 F' CHANNEL 3/8'I SOFFIT; MAX. 16' __—` SPAY M000 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 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. CREEKt TECHNICAL SERVICES, LLC System No. I Installation Detail 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN 16J-1 WOOD OR BLOCK SUBSTRATE ALC15001 OPEN RAFTER 1-3/4' TRIM NAILJ— PAINTED S.S. 48 O.C. SOFFIT —max. 16-inch spar. ALUMINUM COILS, INC Soffits Appendix B 1 s; SOFFIT STAPLE DIAMOND PATTERNII 1 I FACIA BOARD 1 Er trvaNj DETAI L STAKES FASCIA CAP 3/4- X 1/4' CROWN FACIA BOARD STAPLE 'B- ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE FL12194-R3 SOFFIT SOFFIT & FASCIA DETAIL 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 }' TRIM NAIL FASCIA BOARD PAINTED S.S. P CROWN I i FASCIA CAP STAPLES SOFFITUSINGA0A' PATTERN: REFER TD 1-qj- CROWN STAPLE SOFFIT STAPLE DIAMDRD PATTERN 1 DE[ALL I —._ j I t' TRIM NAIL FASCIA BOARD PANTED 5.5. SOFFIT &FASCIA DETAIL 24F-18, , 1 2417-4 LN r.1' CROWN STAPLE - FASCIA CAP; REFER TO SOFFIT R FASCIA \ DEruL Batten raT srp A/ 3/B Batten A . th redone to SOFFI[; MAX IL' LF•CHANFtEL AL-.g S r, k one Id tAL-q Shank WII at every Rafter J WOOD SUBSTRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 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 f' TRIM NAIL / FASCIA BOARD vAwTEo I, l.f' SMOOTH SHANK II FASCIA (AP ROOF NAILS SOFFIT i CROWN STAPLEI f I L TRIM NAL FASCIA BOARD I PAINTED SI,'—\ SOFFIT &FASCIA DETAIL 24F-2 & 24F-5 11'.I' (ROwN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA CIVAP Nominal 1'.2' SYP Batten Anchored to SOFFIT. MAX. 24' F-CHANNEL Rat l ens rilh am )d Ring Shank NAi at wary Rafter MOOD SUDSiRATC I ALClSO01 FL12194-R3 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 f' IRIM NAIL FASCIA BOARD PAINTED S.S. ILGA T-NABS I FASCIA UP SOFFIT rd' CROWN STAPLE 12' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1'a;' CROWN STAPLE FASCIA UP; REFER TO SOFFIT A FASCIA DETAIL No"n't I'd" SYP F-CHANNEL Batten Authored to SOFFIT, MAX. 21." Rafters riIh we I0 Rh,q Shank Nail at every Rafter MASONRY ALC15001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I f" TRIM "ML 1 FASCIA BOARD PaOi iEO SS. I"' CROWN FASCIA (AP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO CANTILEVERED rq- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL - - FASUA BOARD I SOFFIT E. FASCIA It TRIM NAIL OETAIL PAINTED S.S 24J-1 & . CROWSTAPLE" N24J- 2 h FASCIA CAP. REFER / — TO SOFFIT L FASCIA DETAIL / \ 8 Nammal I' . r SYP D=ns wDDea bermn ravers end SOFFT; nAx. 3 /B j 1- CNANI:EL sea:rw citn Dne (I ) TO ring stink ( nieigD D,rwgh 1h m s rene, InioIndme 1 WOOD SUBSTRATE DI trm W:kn a atevo nl TO \ / ringsham, nags e• naQee an tithe+ sibD DI the DaDDm O Ina ba:lervraner mlmecwn \ / SOFFIT. STAPLE DIAMOND PATTERN ALC15001 FL12194- R3 Page 12 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. rzz SCREEKTECHNICALSERVICES, 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 1609.1 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, Ka = 0.85 7. V„i, is shown in the tables below. Design pressures are multiplied by 0.6 In accordance with Section 1610.9.4 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 FL12194-R3 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. 4 CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind,Pressures for Soffits in Exposure B Building Type Zone Mean HeRo'offt 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 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 1 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 Enclosed 50 12.5 14.7 1.7.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 1 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 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 1 22.2 25.1 28.1 31.3 1 34.7 60 13.1 15.4 17.8 1 20.5 1 23.3 1 26.3 29.5 1 32.9 1 36.4 ALC15001 FL12194-R3 2of4 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. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind'Pressures for Soffits in Ex osOre C Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 136 140 150. 160 170 180 190 20b 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 Enclosed 4 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 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 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 1 -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 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 Enclosed 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 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 1 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 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in. Exposure D Building Type Zone Mean Roof Heihtft 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 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 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 4 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 Enclosed 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 1 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 1 54.4 60 20.2 1 23.7 27.5 1 31.6 1 35.9 1 40.5 45.4 50.6 1 56.1 ALC15001 FL12194-R3 e4of4 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 3/8" F-Channel 3/8" J-Channel 3/8" 3/4" ---- r 1/8" HEM 15/8- T ISOMETRIC VIEW 3/8' PROFILE UnETRIC VIEW 3/1" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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 25 IYP. am M. 18" BLANK 3 / 8 PROFILE 2.625 REF. 7YP. o oo o aooao, ooaoao aaoo 000000 oaaaa NOF LOUVEKPArrMN (Flit SnM F1 aOWEfS FORMED W SAME DIRECTION AS CBS) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix D 12" T4 Soffit I _ 3 1/8" ( _ 7/8" _) 3 1/8' ) -1/8..-) 3 1/8" ) S/16" \ 1/2" t/2" 1/2" 1/2" 112" 3/4" 3/8" 13.75" BLANK 3/8" PROFILE 2.625 REF. 50 TYP. 25 'nP. 0.125 TYR. o aoaao a000a 000a o o.0000 aa000 000ao WE)r MOT PATTERN ( 11 s u n LOWERS FOPMED iN SANE p4CCnON AS RIBS) END OF REPORT ALC15001 FL12194-R3 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. 4/28/2017 Florida Building Code Online BCIS Home I Log In User Registration I Hot Topics f `Su&nit Surcharge 1 Scats 6 Facts Publications FBC Stall i BCIS Site Map f Links I Search Florida Product Approval 1T% r USER: Public User Product Appmvai Menu > Product or Application Search > Application U > Application Detail FL # R-5444-RlO Application Type Revision I Code Version 2014 Application Status Approved Comments jArchived t , Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 r mark.d.harner@saint-gobaln.com j = ,: _ Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com 4 Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com SJ Quality Assurance Representative f*•:,l Address/Phone/Email Category Roofing Subcategory Asphalt Shingles v.: is w ' ' .. •: Y ` Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed F•.` Florida Professional Engineer i' % ;: y'•„-, Evaluation Report - Hardcopy Received t • Q i Florida Engineer or Architect Name who developed Robert Nleminen t the Evaluation Report j Florida License PE-59166 Quality Assurance Entity UL LLC t Quality Assurance Contract Expiration Date 03/09/2020 r Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5444 RLO COI 2016 01 COI Nleminen.pdf I L Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 f ASTM D7158, Class H 2O08 I i Equivalence of Product Standards Certified By Sections from the Code i•. dU.aspx?param=wGEVXQwtDgtahlgO7CSsoycOrl28CcpCJinUeXwTiibKvlUzOW4hL8w*/`3d`/o3dhttps:ltwww.0oridabuilcing.orglpr/pr_app 1/2 4/28/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/08/2016 Date Validated 12/14/2016 Date Pending FBC Approval 12/15/2016 Date Approved 02/07/2017 Summary of Products ,• ' -.; ..• ; - - --.,. _.,-- : - -- • - _ _ FL- # Model, Number or Name Description- 5444,1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R10 II 2016 12 FINAL R C RTAINTEED AsphaltApprovedforuseoutsideHVHZ: Yes Shingle FL5444-R10.Ddf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: YesOther: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R10 AE 2016 12 FINAL ER CERTAINTE Asphalt Shingle FL5444-1110.01' Created by Independent Third Party: Yes 0 M Contact Us :: 2601 Blair Stone Road Tallahassee FL 3ZM Phone: SSO-487-1824 The State of Flonda Is an AA/EEo employer. Copyright 1007-2013 State of Florida :: Privacy Statement :: Accessiblliy Statement :: Refund Statement Under Florfda law, email addresses are public records. It you do not want your e-mail address released In response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. 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 apersonaladdress, please provide the Department with an email address which can be made available to the pudic. To determine If you are a licensee under Chapter455, F.S., please click he . Product Approval Accepts: Credit Card Safe https:/Mfww.floridabuiiding.orglpr/pr app_dU.aspx?param=wGEVXOwtDgtahlgO7CSsoycOrl28CcpCJinUeXwTiibKvlUzOW4hL8w%3d%3d 212 TRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 ERD 3S3 CHRISTIAN STREET, UNIT i#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3S32.09.05-R11 FL5444-R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 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 Sth Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / 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. TrinityJERD 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 appemblg was authorized by Robert Nieminen. P.E an 12/03/2016. This does not serve as an electronically signed document. Signed, sealed hardeoples have been transmitted to the Product Approval Admirdstratcr and to the named client 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) 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 lERD 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. TRINITY ERD ROOFING SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 51h Edition (2014) Florida Building Code and Sth Edition 2014) 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. STANDARDS: Section Pro a Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM 03161, Class F 2009 1S07.2.7.1, R90S.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTIvID3161 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 03161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 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 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL(TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & 07158 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 ULLLC (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 ULLLC (TST 9628) ASTM 03161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & 07158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, I.I. C. Evaluation Report3532.09.05-RI1 Certificate of Authorization #9503 F9C NON- HVHZ EVALUATION FLS444-R10 Revision 11: 12/08/2016 Page 2 of 12 TRINITY 1 ERo 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, xr- 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle*, Grand Manor Shanglem, Landmark'", Landmark'" IR, Landmark" -Pro, Landmark" Premium, Landmark" TL, Landmark'" Solarls 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 Solarls' 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 in the HVHZ 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 Va:d = 150 mph (VuIt = 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 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,sd = 150 mph (V„It = 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 D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Soloris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (V„It = 194 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 the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R31 Certificate of Authorhadon #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 TRINITY ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 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 orR905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current publishedInstructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6andtheminimumrequirementsherein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC1507.2.6 or R905.2.5. 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 1510 and CertainTeed published installation instructions. 6.4 CT201", XT'" 25, )ff— 300 kt" 30 IR: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" 305 nm) —(305 mm) (305 mm)—i 1"(25mm) — Sealant 1"(25mm) 5 s/a" (1 45 mm) 1 5 r/7"for Abrrood Phni T L METRIC _ t3r/a" — 13r/a" 1"(25mm) Sealant 1"(25mn) 6 r/8.. T Figure 1UsefournaArforcLayfullsbingla Use four nails and six spoLs of :u(lhalt roofing cement* for every hill Shingle ( Pigaro 11-4). Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. I Roofing Cement Apply 1"(25 mm) spots of asphalt roofing cement under each tab corner. Figure 11-4• Use four naUs andsir spots QfaspGtU avrrecd on sleep slopes CAMON. Excessive use of roofing cement can cause shingles to blister. 6.4. 1 Hip & Ridge for CT20'" XT— 25 XTT" 30 XTr" 30 IR: Cut Shingles 251mn2" (50 mm) , , Remove It V 11 11 f ti 1 12.. cap Cap — — yap 305 m) Shingle Shingle Shingle _' r'jrL' Figure 11- 24. Lid labs, then hinr bark to make cap shiny& aingfisb dinunulons shown). 5 —-12" (305 mn) JF 125 rem) _ — `; 50z% l; os N°jpOd C' l Figu 611.25: lndatkruon of caps long t1w hips and rktgrn. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic° NPI "' adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", inaccordancewithCertainTeedrequirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09. 05-Rll Certificate of Authorization p9so3FBCNON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/ 2016 Page 4 of 12 6.5 6.5.1 ARCADIAr": LOW AND STANDARD SLOPE STEEP SLOPE Use SIX halls fnr even• full shingle loaned as shown helon: rcRml 1,17, -- I:nI Lie Nxl 1W LYn Figure L: Use si.c urrils f )r eraq fidf sbingte. ERDNJTRINITYI Use SIX nails and FOUR spots of asphalt moling centcm for raery [till shingly as shuun helow. Apply :uphalt ronfing eemem V(25 noy) from cvlge of shingle.:lsphall ronfing cenmil meeting :1M1 0 -i86 lbPe II is stggesled. Hip & Ridge for Arcadia"": Cedar Crest'", Cedar Crest' IR RSamI 1't25=I 10 L Fl;n+r;i: lava six urrils rind four slugs of aspbnll rog1;i,; ccureul on sleep stapes. 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° NP3'"" adhesive or Henkel "PLm 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. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 5 of 12 6.6 I BELMONTTM: Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below o Add-iWA raise d,N rcd f 53 flu Imo f I TRINITY I ERD 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. 6.6.1 Hip & Ridge for Belmont—: 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle* Ridge Flerno 12' — 18, Exposure Remove tape from the right side 1 g• and fasten SECOND Fasten themevaleftside 5RIGHT s rope FIRST LEFT Figure 17-19: hislallation ofSbaugle® Rldge sbiugles Figure 17-18.• S•bangle• Ridge. on blps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP1` adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. a Ua' I o M4 1 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11CertificateofAuthorization #9503 FBC NON•HVHZ EVALUATION FL5444•R10 Revision 11: 12/08/2016 Page 6 of 22 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLEO AND GRAND MANOR SHANGLO: LOW AND ram unoc STANDARD SLOPE l :se five nails for every full SlumJe. t_ )--(25 mm) (251mm} 518" a ' 16:utn) (22 mm) 1.7girre 17-1: llse Jlte nails for twryf rgr;rdnAAlmrar Shangh,, Ceirrlage 11mrsa Shangle tm• Centrimial Slate. TRINITY I ERD Use seven nails and three sixes of asphalt roofing cement for every hill Grand llanor Mangle. hsc rice nails and Ihnv; ;pots of asphall r( xihng cement for even full Carriage House Shangle and G:menntal Slate. Apply asphalt ntnf ng mment I' (25 nun) from Edge of Aingle F1gum / 7 5). mpliah rmfing cement mewling AMt 0.15M 1}pe II Is suggested. 38 mml eriess I -_ 5 in 220 l7; urr.17-5. Wbru iuslidling Gnutd .thrum Sbuuglrs on steep .dn1ws. use seren nails and Harr spuls ofaspluill mrJbtg remeut. Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles LANDMARK'", LANDMARK'"' IR,.LANDMARKT" PRO, LANDMARI(T" PREMIUM, LANDMARK'" TL.; LANDMARK'"' SOLARIS, LANDMARKTm SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1--( 305 mm)-- --(375 mm)—---(305 (11m)- J tiJG:Gi.:• :t{.^. 'au.Y+i..iY, R:.•`:a:ti•.T: 1 ' ( 2ll Release Tape 25mi1" (25 mm) I Nailablel ilea LANDMARK TL NorthGate: 13t lY' 13" 131/2" 343 mni) —( 330 mm)-- --(343 mm)-j I" (25 mm) I" (25 nim)--I -- rA fture• 1. 1-4: I :e four marls far em+7• fret] sbingfe. 5M5 NASM AREA 12. 14314' 72' 305 mm) + 1375 mm) (305 mm) -.-I 1 Na11r* L6-"s r (25 mail n opc+ alltrommna' I Ice P (26 Nallng massfor low and standard slopos (Fom 2:12 to 21121 Nal berneen ulfet 1, beef lies in ! xMm sum.. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-Rll Certificate of Authorlrarlon 119503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/ 08/2016 Page 7 of 12 STEEP SLOPE Use six nails and four spots of aspledt roofing cement for every full F1minuled shingic. ke WOW. Aspiedi roofing cemcnE siwald meet XSTJ1 D45861yp1! It. ,ytPly I' spots of asphalt roofing cement uncle etch corner and of above 12' to 13" in from eacli edge. METRIC DIMENSIONS 12" 305 mm) o-_.1.3: t . _ r., ' Nfi1 Fur Steep 25mm) — — — — 141/ a"-12"— 375 mm) I (305 mm) I" 25 nim, LANDMARK TI 25 mm) NorthGate: STEEP 12" 14,XV SLOPE 1-.-005 mm)-- — (375 m. NAILINGAREA I Navin 1'( 25 mm) b0twee 1 nai 1TRINITY I ERD 131/ 2" 13" 131/2" 343 mm) (330 mm) (343 mmI 1 "( 25 mm) 1125 mm)— Figure / 3-5.• Usa sin nails rout j6rrrspots of asp/ xdt roofing cement on steep slopes 12' 305 mm)—I 1'( 25 mm)--.-j Nailing areas for steep slopes (greater than 21:12) and " Storm-Nail(ng" Nail between lower 2 nail lines as shown above. 6. 8.1 Hip & Ridge for Landmark'" Landmark'" IR Landmark" Pro Landmark'" Premium LandmarkTM TL LandmarkTM Solaris, LandmarkTM Solaris IR NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' g71a• 305mm) ( 250 m) Ei — 6' _g15/16 415hg 150mm) ( 150mm) (125mm) (125mm) I Notch for Centering 12' Smm) Notches for Alignment to the Top Edge of the Previous r Cap for 5' (125nm) Exposure ((W English Dimension Shadow Ridge — Exterior Research and Design, U.C. Certificate OfAuthoritation 09S03 FBC NON-HVHZ EVALUATION Notch for Centering ( 131/ 4' \ f — I 337mm) Notches forAhgnment to Lthe Top Edge of the Ne*us 75/8 i Cap tcr55r8'(141mm)Exposure (196mm) Metric Dimension Shadow Ridge - Evaluation Report 3532.09.05-R31 FL5444- R10 Revision 11: 12/08/Z016 Page 8 of 12 6.8.1.2 6.8.1.3 9 27:'32' 2511 mall s Iv+Ifi'{125ncr. Certmi.3 f4_tch 13ti/ 3371rmT) \ Align th::d / romstr. top 7$19' dgc n1 I ((p mp) plinims =Its- )I NorthGate Ridge TRINITY I ERD 13 1/8" II.*--( 333 mm)— II ( 168 mm)II 168 mm 1 Centering 131/ 1' Notch Nignlheso , 337mm) notches to to p 7 5/l 19n vn) edge d 9I previous course. NorthGate Accessory 305ma') Laying Notch Figure 13-20, Use k1ng noklas /o darter sbfnglas on hips tmd. rlr( w, and to locate Mv? correci doyosum For ASTM D3161, Class F performance use BASF "Sonolastic° NP1^"' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest`", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, LLC- Evaluation Report 3532.09.05-R11 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 12 r,i jTRINITYERD 6. 9 PRESIDENTIAL SHAKE'"', PRESIDENTIAL SHAKE"' IR, PRESIDENTIAL SHAKE TLt"", PRESIDENTIAL SOLARItTM: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use fire nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt roofing cement under each shingle tab. n Alta' applying 5 nails in between the nailing guide lines, apply 4 nads 1' Nailingr40' above lab cutouts maids certain tabs of overlying shingle corer nak GuideLines (1016 mm) g K g 3i 5 1 /4' f 133 mm) I 141/ 4' 1 112' 38 nsm) (362 mm) NOTE: Apply nails on painted guideline. -L Figure 16-6- Fastening Prnsldmilal and Presidmlial TL Sbake sbingles on loin and standard slopes i 1• diameter asphalt rooting cement Figure / G-7.• Fastming Presklenl/al and Presldmilat T/L Sbake sbingles on steep slopes. 6. 9.1 Hip & Ridge for Presidential Shaker"" Presidential Shake"" IR Presidential Shake TL- Presidential Solaris" I': 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 ('hall 7" from the bottom edge of the "tooth." 1 asten each accessory with two fas- teners. The fasteners must be 13/V 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 97/8" x I31/4" accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP111" 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 HATTERASTa: n LON4 STANDARD AND STEEP SLOPE: 119ff- 15-J. lnrrrwln !!rt!lem, Sblq'er nee Lnr nuA.gmnwnl.Voprs ror tmr crud aandrni stapes, use Gw nails for each fun Ilanern shingle 27, stuisrn :drat. Exterior Research and Design, U.C. Certificate of Authorkation A9so3 B•• mn) FFIC NON-HVHZ EVALUATION I" fK rural — Fjurr / e.7 IeuMrlrtA!!ol/mttSNtr/n rw,rier(,rlMti For cur.71 dnlre., me rn•e nnl. and Light grab of xphaa runfing mein fur rich loll limms shingle As shoau nbme. Apply 1- tSmml t1bld"lcr spins of rrfoant ceut•ut (MMM D 4W 111rc 11 argrxnl) urnhr rAr h rub mratn: lies shinoe lino play, rhr oa esposernneuc GUrrION: Im nrurh nnrng avrnu am aeuse shingles w blister: Evaluation Report 3532.09.05-Rll FLS444- R10 Revision 11: 12/08/2016 Page 10 of 12 f TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras—: 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 15-14: 18 tbree piece units separate to make 54 Hatteras Accessory shingles: 6.10.1.2 Option 2: Cut Hatteras Shingles 9rr-- 230 arm) I I mrr) ggoh I--- 18" 460 203ffUnJl— Cap Cap Cap Cap Shingle Shingle Shingly Shingle Figure 15-20. Cut Hatteras sbingles to wake cmw cap. Figure 15-21: installation of caps along bips and rid. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NP1—" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE*", HIGHLAND SLATE"' LOW AND STANDARD SLOPE" STEEP SLOPE: I wooq Q:o t wn i I ps'mei .,ffm wrtN:l t sixitdh" r.garn SlXeathiontlh1'QS nr ifKltlr00 Y:Y br rplOri u a,oYnp Nguru i I.3. Oso ME untls for euery HigUand Slata sbing/a Use Pn'R palls and 131C.IIT spots of asphalt roofing cement' for each full Highland Slade shingle. For Mlaml-Dade, SM riads are required. Apply r diameter spots of asphalt roofing cement under each tab corner. Asphalt rooOngcement mceting ASTM D4586 Type fl Is suggested. asr FS;+u--j rs^ Wn. am rpJre 1' Smnl G"""r SIX rdrpro ^nil Q , - '. Irml E on!"rtu ~' ~ Rm ig Cancrd FiVire 1 t -jd: am FRE naffs and eight spots ofaspbrdi rooftnp mieit uswer earcb tab corner. CAUTION: Lwessim use of roofing cement can cause shingles to blisler. 6. 11.1 Hip & Ridge for Highland Slate`", Highland SlateTM' IR: Refer to instructions herein for Cedar Crest", Cedar Crest" IR or Shangle Ridge— hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate of Authorization a9503 FEIC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R11 FL5444- R10 Revision 11: 12/08/2016 Page 11 of 12 6.12 PATRIOT*": LOW AND STANDARD SLOPE STEEP SIOPE Use 1:011`11 naih lire every full shingle Incncd as shown bcloxv. satlart is[Im'ar 1 i t :A1 1 TAcrt J TRINITY ERD Use 1`011iR nails and hmr slxits of asphalt roofing cement for csrtyfull si in9je as shown helow. Asph:dl mofiug centau nucging.lNTitl 1145v(, T)pe II is suwaied. Apply 1'(1i nun) .yxrts of asldcdl riding Cctnent :u shown. CAM'10\: r\ ssive use of roofing remm1711 can cause shingles Io hiister. fl trnj r • •. Naanne Crmenl I- . l v --F- 134J' -1- v'a -.1Jlens, Mr!) 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest`", 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 1507.2.7.1 / 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 CIA 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-Rll Certificate ofAuthor@ation N9S03 FBC NON-HVH2 EVALUATION FLS444-R10 Revision 11: 12/08/2016 Page 12 of 12 1 i`l TRINITY! ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization N9SO3 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 CertainTeed Corporation Evaluation Report 3532.09.05-1111 20 Moores Road FLS444-R10 Malvern, PA 19355 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / 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 lacslmlle seal appearing was authorized by Robert Hleminen, P.E on s2iroano16. This does not serve as an electronically signed d—enl. Signed, sealed hardcoples have been transmitted to the Product Approval Administntor and to the named cent CERTIFICATION OF INDEPENDENCE: 1. TrinityIERD 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. TrinitVI 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 IERD 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. TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 51h Edition (2014) Florida Building Code and 51h Edition 2014) 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. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 REFERENCES: Enti 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 05NK16778 05/12/2005UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 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 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, 03462 & 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 ULLLC (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 & 03462 478719S678 02/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM 07158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report3532.09.05-Rll Certificate of Authorization 09S03 FBC NON-HVHZ EVALUATION FL5444-RlO Revision 11: 12/08/2016 Page 2 of 12 1.il TRIRIITY;ERD 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"", Carriage House Shangle", Grand Manor Shangle*, Landmark'", LandmarkTM' 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 accessary shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: S.1 This is a building code evaluation. Neither Trinity(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. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. SA 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„Ir = 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 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,sd = 150 mph (V,dr = 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 D7158 indicates the measured uplift resistance (RA for the CertainTeed asphalt roofing 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,sd = 150 mph (V„ I, = 194 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 the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1131 Certlllcate olAurhoricarlon 09503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 TRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 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 6.2.1 6.2.2 6.3 6.4 6.4.1 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. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. CT20", XTr`4 25, XT"" 30, X rm 30 IR: LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" 305 mm)— 305 rmQ— —(305 nm) 1"(25mm) dent 1"(25MITI) -( T11 5 S/e" (1 45 mm) 5 r12Ph Nagood METRIC 131/ e" 131/e" f 13r/e, foal 1"( 25mm) 6 r. n(25 Figure 1I. 3: Usa four nails jor aiaty full sbing&t STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type 11 Is suggested. Roofing Cement Apply 1"( 25 mm) spots of asphalt roofing cement under each tab corner. Figure 11- 4• Usejour nails and sir spotr gfasphali ow)m rt on steep slopes CAUfrION: Excessive use or roofing cement can cause shingles to blister. Hip & Ridge for CT20'". XT'" 25, XT'" 30, XT' 30 IR: Cut Shingles 1 r- 2"(5omm) 25 mnrnf , ,Rrinave f 1 jif UJ 12Cap Cap — — ucp —') ShingleShingleShingle __ILL Figure 11.14.• Ord tabs, ken thin back to make cap sbingies Visb dimensions sbornr). 5.., t2"(305mm) Cam 125 mm) ShpOn l lc5 ItmWA t1o++ ood o\a\l Figure 11-15: Installation of caps along ke bile and rklger. 6.4.1. 1 For ASTM D3161, Class F performance use BASF "Sonolast[c° NP1'1" adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R11 Certificate OfAuthorization 09S03 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/ 2016 Page 4 of 12 6.5 l ARCADIArm: LOW AND STANDARD SLOPE use SIX, nails for even. hill shingle htcaled as shown helow.. VIM" I' as Mal — full Lttt tray LFa Figure 2: lase six aails.%r ervpr fdl shingle. J TRINITY; ERD STEEP SLOPE fise SI% n;dls :rod FDlili spots of mpliah roofing cement for torn' full shingle as Aoull Ix-low.%pply:cspltall roofing eentc it I-(2i mat) from edge. of shingle. ,lsplydh roofing cement meeting :11T1i D 4586 Type II is su`gc tut. 6.5.1 Hip & Ridge for Arcadia': Cedar Crest'", Cedar Crest' IR Figttw is Coo .ri.r nails anti frnir cpors of asptndr ttxt rot: ccnreut on stern slopes. 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 "PL° 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 Y4 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. Hand -sealing adhesive 4" 1!4" -- 3/4' — Ir Dab of asphalt cement between shingle layers Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate ofAuthariration p9S03 FBC NON•HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 5 of 12 6.6 I BELMONT': Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 172Jrirt) o Adi;ticml nits d tegxre? t ? TRINITY i ERD 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 t" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 1 !rY LL' rrrrj ! ct 4cu t in mr1 1' i25mrj•.—_-^^ i;aoliN rem 6.6.1 Hip & Ridge for Belmont-: 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest"', Cedar Crest— IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge j 1 12• Remove This Tape rigra'e 17-18: S'harlgle•' Ridge. Fasten the left side' FIRST Exposure Remove tape from the right side g•`_ I and fasten It SECOND RIGHT rigure 17.19: lnslallalion of,SbangloO Ridge sbiugles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Certificate ofAuthorication A9S03 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-Rll FL5444-R10 Revision 11:12/08/2016 Page 6 of 12 TRINITY ' ERD 6.7 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLEm: . LOW AND t:Tcrp uripc STANDARD SLOPE Use rive nails for every fuR Sluingle. 125 rrm) (25 mm) F 51F 8 5/8" 16 nun) wrm ) Figure 17-1: rise fir- naU,• far et erp firB Grand:Irdnar Shangle, Carrirtge llatrsa Sbangbs ur (kuferndd Sbile. Use seven nails mid three spots of usphall rourtng cement for every fit0 Grand Manor Shangle. use rive mils and tire: sixes of acpltall ronling cement for every full Carriage linase Shangle and Centennial Slate. Apply asphalt inking renew V (25 nut) from edge of shingle P(gnrii 17-5). Asphalt runfing cement meeting ASrli D-15,1461%pe It Is suggested. l* 000000ono-ooro,000400,0 0000'. 4,10,1004--sI Flqune 17-5. tFbru i istaAing Unind.11aw-SbanSfrs ansteep slofew. ase screa vailr and Ihme sp rs ofaspbW1 raq lug crnrrut. 6.7.1 Hip & Ridge for Carriage House Shangle' and Grand Manor Shangle: Refer to instructions herein for Shangle* Ridge hip and ridge shingles 6.8 LANDMARK'', LANDMARKv'•'.- IR, LANDMARK'. PRO, LANDMARK'"' PREMIUM, LANDMARK" TL, LANDMARK'"" SOLARIS, LANDMARK'" SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 17' 1--(305 mm) --(3l5 mm)- •-•(305 mm)- LS7 k1YS•a'^; C:-la+s w:•••:^9Mr•a:. <. I--I"(25 met) Rdcase Tap 1" (25 mm)I Nai1ab18 Afea LANDMARK TL NorthGate: 13'lf' 13" 13'/7" 343 mm)- --(330 mm)-- --(343 mm)--j 1" (25 mm) I 1" (25 mm)--I IM M FSgum l.fd:(-Cajnmml(s,(orrvrqfrrpsbinSlr. Atnt RAM'tG IY a Y4' 2' AREA 1385 mm) 1375 mm) (aDS mm) -rl P(25wa) NaIL191.7,1s orrrnallno I inw nail Ire r(2imm--- Na Ung aws tar low and slandard slopas (Lam 7:12 to 21:121 Nal batiran upi:n & Lr19•' Ina$ as tansn aw:a. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certflicate Of Authorization a9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 7 of 12 i TRINITY I ERD STEEP SLOPE Use six nails and four spots of asphaft roofing cement for evety full LANDMARK TL hmtinmed shingle. See betoa•. Asphail roofing cement should meet A81'Jt 04586111u It. Apply I' spots of asphalt roofing cemeni unde each comer and :it about 12' to 13' In from each ed, .-131/2' 13" 131/2'" 343 mm) (330 mm) (343 mm) METRIC DIMENSIONS 1"(25 mm) 1"(25mm)---t I. 12"— 305 ram) 1--1' (25 rnm) Nail Alee'1_ For Steep-} 25mm) I{---- 14'14"—---12"—. 375 mm) (305 mm) Release Tape I"(25 mm) - 1 - l F- 25mm) 4---- Roofing Cement Figure 13-5• Use sir nails and fora spots of Pbdt mgftng cement on sleep slopes NorthGate: STEEP 12" 14-3/4• 12' SLOPE 1--(305 mm)(375 m°` `( 305 mm)- NAILING AREAI 44M1:: 1" 25 mm) Nailing areas for sleep slopes (greater than 21:12) and "Storm -Nailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark'" Landmark'" IR Landmark"" Pro Landmark" Premium Landmark"' TL LandmarkTM Solaris Landmark' Solaris IR NorthGate: 6.8.1.1 Option 1: Shadow Ridge"' or NothGate Accessory 12' 9r18. 305mm) m1 G 6 415/16' 415/1G 15omm) 050mm) (125mm) N25mm) Notch for Natch far Centering Centering 301) \ / 131/4" LNotches forAngnmentto (337mm) Notches for Alignmentto the Top Edge of the Previous T the Top Edge of the Previous 75 LCapforS(125nm)Exposure (18"m) gpfor55i8'(141mm)E7 osure (ig5mm) English Dimension Metric Dimension Shadow Ridge- Shadow Ridge- Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-RllCutiJlcoteoJauthorlrotlonp9503FBC Evaluation EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 8 of 12 6.8.1.2 6.8.1.3 9 P7??2.' non} I( 250 4 I:i16';125 Cer ct6 g k tch 13 337 M' un) Align those retches to top edge 111 p;trriptlsrni:rse 1( 194 mm) NorthGate Ridge TRINITY ERD t 13 1/6' II (- 5/0'-Immll 6 1168 mmlI iCentering 131/ 4' Notch 1 337 mm) Align theso notches to to p7 5/8' 19I mm) edaofprevious course. NorthGate Accessory Figure 13-20: Use layingnotches to center sb/ng(as on blps and rlegw, and to locale The corm:( exposure For ASTM D3161, Class F performance use BASF "Sonolastic° NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1111 Certificate Of Authorization 09503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/09/2016 Page 9 of 12 ti t• J TRINITY I ERD 6.9 PRESIDENTIAL SHAKE'", PRESIDENTIAL SHAKE"" IR, PRESIDENTIAL SHAKE TLr", PRESIDENTIAL SOLARIS`: LOW AND STANDARD SLOPE: STEEP SLOPE For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nalls for each full Presidential shingle and shingle as shown below. apply I • diameter spots of asphalt roofing cement under each shingle tab. Alter applying 5 nails to between the nailing guide Imes, apply 4 nails I' agiteg ). 40' --.( above tab cutouts making certain tabs of overlying shingle cover nans. Guide UTMS 1016 mm) s tm — 133mn1) 14 1/4' 1 1/7.' 38mrn) (362 mm) I NOTE: Apply nails on painted guideline. Figure 16.6.• Fastening P1t?slrhmltal mid Presidential Tt Shako shingles on low and standard slopes 1 T 1. V dlomoter asph ll roofing cmnenl Figure 16.7.• FrutMing Presidential and Presidential M Sbaka sbiiiglet at; steep slopes. 6.9.1 Hip & Ridge for Presidential Shake"" Presidential Shaker" IR Presidential Shake TLr" Presidential Solarism: 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 die deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL -is 12"'x 12"; Portland, OR produces 97/8' x 131/4" accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "3onolastice NP1"" 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 HATTERASt": ti STANDARD AND STEEP SLOPE: g•-----Y'----9"--- r(-,.nan) 17Xami) (?Iffmo) (tipn[al 0"----Y'-- I•(230 nm) (211 mm) (M nan) (—M mm) I 1" mp. rnm) Lnn) mr._( 1 1.. I•• e4mm) f_____ r-(25 4 oolep Ccmrnl 1 Irai+g Fltrrrc 15•i.' /'nrlealn /!nllrrat.fLinglra mI Rrr prep rlope u.• far nails and Ngtu .yru of aphi t roarmg Low canem for etrh tall RAtem shin;lr u ahtnm afwm r gdy 1' alal.l'mllArml.Vo/rr 25aw1 igatxstr slou of n)aenF trmrut (d%TV n .ts% $pe 11Mrlowandstandardslopes. Ilse fim ands for each full wrexed) under tat h t.th comer. Pmas Main : lam plasr, tit ant Ihtltera shinjoe sl 4mit alw"•. cspnse reman. QunON: Tun mach axifing ctnave m" catae shillors to hdinrr. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R31CertificateofAuthorication99503FBCNON-HVHZ EVALUATION FL5444-RIO Revision 11: 12/09/2016 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 15-14.• 18lbrcte pWx emits separate to make 54 Hatteras Ac=ory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles g„ 230 mnl) I I 460 film) Gap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-2o: Cut Hatteras shin& to make cover cap. TRINITY I ERD 460 mm1`i gosh 203mm)` Figure 15-21: Installation o/ caps along Lips and rtrtges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP3T" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE"", HIGHLAND $LATE'." TEIR: LOW AND STANDARD SLOPE S1EEP SLOPE: I mo" wo..l tzn..r uw.w I Rs * nl as'I . L sur I( rnDd rYtlirw SU( r h (h»IWh 1'Qs,n'N Y[ Liik170 Wr CY Y Mod a 0*10. l_ Flgum I l-.4: Uso FAA na& for eary ftbland dale sbingla Use PIYR nails and RIGHT spot% of asphall roofing cement, for each full Highland Slate shingle. For hllaml-Dade, Six wils are required. Apply I' diameter spot% of asphalt roofing cement under each lab comer. Asphalt rootlog uvnent mceiing AS"IM D45861}pc 11 is suggestA rimM I OA•r0 O+ml •+1 Y— owang'a. 1. 251rr1 ¢ 0 1 s9( lulcl6o.vti i. brd —,..W i— CAM a dm,,:l — — R00619 Cea:ela Fi rrro 11 •-jA: Me RYE rolls and elgbf spots of arpball rw tnp rtarwrI undor en:b W srorner cAUrtOv: Iizcesstre use of roofing cement can cause shingles to blister. 6. 11.1 Hip & Ridge for Highland Slate—, Highland Slate' 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•Rll certificate of Authorization 99SO3 FBC NON-HVHZ EVALUATION FL5444•RIO Revision 11: 12/08/2016 Page 11 of 12 6.12 1 PATRIOT-: LOW AND STANDARD SLOPE Use FOUR naik for every full shingle luallecl :L: shoFrn bclou. Scalu+l 11'G mN I I Ti- 13-11 I}fA .i+ iLn, 111-q 1n3arl Apr„0 t TRINITY I ERD STEEP SLOPE 1:<c• 170111t nails and four spot., nf isphah roofing cenient for cren' full shinpJe u shonn 1-111- iisilh:dt 1'oofulg cemcia mceliii-w l 04586 Type II is sugt cued. Apply 1'(25 nna) spots of asph:dt njnrtok conall :L< shown. CAlrl'ION: fiwesshe use of roofing anuail can rfuse shingles to blister. tI3!, I• noallaq Ceaeol Lil.r 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest-', Cedar Crest"' III, Shadow Rldge'", 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 Table1507.2.7.1 / 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 thisproduct. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QArequirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-RllCerttJlmteoJAuthorltatlonN9503FBCNON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 1 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications I FBC Staff I BCIS Site Map I Links I Search a Product Approval USER: Public Userdb10m h` J pZ;a Product Approval Menu > Product pr Apnlicatien Search > Application iat > Application Oetail FL # FL15216-R2 Application Type Revision. Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email InterWrap, Inc. 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@lnterwrap.com Eduardo Lozano elozano@interwrap.com Eduardo Lozano 32923 Mission Way Mission, NON -US 00000 . 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Undedayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Peofesslonal Engineer Evaluation Report - Hardcopy Received Florida Engineer or. Architect'Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W: Kneievich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence FLi52i6 R2 COI 201S 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code http://%mw.floridabuilding.orglpdpr_app"dtLaspx1pwm-wGEVXQ%vLDgv3yVVKJZIQRAdhy[2uBkQGQylj+tHLVeiOpVSvxwSdC6Qh3d'I.3d[&12412017 I:57:59 PMJ__ .. Florida [wilding Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 FL # Model, Number or Name Description 15216.1 RhinoRoof Undedayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS216 R2 fI 201S 04 FINAL ER INTERWRAP RHINOROOF F 1S 16- R2,pdApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FLIS216 R2 AF 201504 FINA R IN RVVRAP RHINOROOF F 15216- Rt2.Ddf Created by Independent Third Party: Yes Sae®ex" Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: BSO-487-IB24 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida_ :: prtyary Statement :: Accessibility c at m n• :: Wind Satement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to section ' 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Depmtrnent with an email address If they Rave one. The emalls provided may be used for offtciai communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To dete.•mine If you are a licensee under Chapter 455, F.S., please dick here. Product Approval Accepts: aa, Credit Card Safe http:/byww.floridsbuilding.orglprlpr_app_dtl.aspx?pm2nr vGEVXQwtDgv3yVVKJL1QRAd1iyl2uSkQGQyljaHbVeiOpVSvxwSdCoQY.3d*1.3d[812412017 1:57:59.PM] EXTERIOR RESEARCH & DESIGN, LLC. 1` Certificate of Authorization #9503 I TRINITY ERD 353 CHRISTIAN STREET, UNIT 413 OXFORD, CT 0647878 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way F1.15216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 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 Su' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhlnoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 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. Trinityl ERD 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 "Trinity IERD 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 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The lacslmle seal appeartng was authorized by Robert Niernhen. P.E. on 04/27/2015. This does not save as an electron"lly signed document Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client 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. Trinityl 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 Trinityl 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. TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3. T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3. Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. 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 in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-112 Certificate of Authofization N9503 F1.15216-112 Revision 2: 04/27/2015 Page 2 of 3 7 8. 9. I TRINITY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Layer: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CA requirements. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 FL35216-112 Revision 2: 04/27/2015 Page 3 of 3 428/2017 Florida Building Code Online 150S Home b F ;f: Product Approval^' USER: Public User Product Aom "l Menu > Pmduct or Aoollntlon Senrcfi > Awllcntlon l.] > Application Detail Search FL # FL3792-118 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Lomanco, Inc Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarter@lomanco.com Authorized Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 S01) 982-6511 Ext 361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext6163 acarter@lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark.or Listing Certification Agency Mlaml-Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Mlaml-Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A httpslhvww.floridabuliding.orgtpr/pr app dtlaspx7param=wGEVXQwtDqsFgPhXouzzgPGbeN4dkEk7oGQ6zyYrynk%3d 113 4/28/2017 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/30/2015 10/06/2015 10/09/2015 08/16/2016 i0ry of Products'. -- s . - '. r . c _ -- - -- _ -- _ • -- FL # ` : Me,m- 3792.1 135 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 installed on roof mean heights greater than 33 feet. 3792.2 730.Roof Lower Limits of Use Approved for use in HVHZ: Y2s Approved for.use.outstde HVHZ:. Yes Impact Resistant: N/A Design Pressure: N/A , Other: 1. Refer to'applicable building codes forrrequired.- venUlallon. 2..Lomanco's Model 730,750,7.70 Roof Lowers, shall comply with applicable building code. 3. Wmanco's Model 730,750,770 Roof Lduviers shall not be installed. on: roof mean heights greater than 33 feet. 3792. 3 1750 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 building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be Installed on roof mean heights greater than 33 feet. Description. "-- Aluminum Roof Louver Certification Agency Certificate FI- 3792 R8 C CAC Lomanco 13- 2000 pV NOA 11 0602. 02.odf Quality Assurance Contract Expiration Date 08/ 17/2016 Installation Instructions FL3792 R8 II Lomanco 135 - 2000 PV NOA 11 0602 02 pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluatlon Reports FL3792 R8 AE I nmanco 135 - 000 PV - NOA 11 0602. 02.pdf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate EU792 R8 C- CAC W!ngnoo706 Ser ej IVOA 11 Ofi02. 04.odf. - - Quality Assurance Contract Expiratlon'Date 08/ 16/2016 Installation Instnictlons FL- 3792 RB LI Co-anco 700 Serlec - NOA 11 0602 04 odf Verifled, By: Miaml-Dade BCCO - CER Created - by Independent Third Party:. Evaluation Reports '- ' FL3792 R8 "AE-Lomanco 700 S' rles - NOA" 11-0602 04'ar Created: by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R8 C CAC Lomanco 700 Series - Nnn :: 0602. 04.ndf Quality Assurance Contract Expiration Date 08/ 16/2016 Installation Instructions FL3792 RB II Lomanco 700 Series - NOA 1-0602 04 pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports i]- 3792 R8 AE Lomanco 700 Series_- NOA 11 0602 04 pdf Created by Independent Third Party: Yes 792. 4 770 Roof Louver i4luminum'Roof Louver - Limits otUse - r Approved for.use In-HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N%A Design Pressure::NjA Other. 1. Refer bo applicable building codes forrequired Ventilation. 2.. Lomanco's Model 730,750,770'Roof Louvers_ shall ; c_oinply witll applicable bolding code. 3: Lor _ PWs ... Model 730,750,770 Roof"Louvers shall not be -installed on roof mean heights greater than 33 feet.. Certification Agency Certificate FL3792 RB C CAC'Lomanco 700 Series hIC1A 11 0602: 04:pdf Quailty. A'ssurance Contract Expiration Date 08/ 16/2016 Installation Instructions F0742 R8 II-Ln+anco 700 Series NOA 11 0602 04 —if Verified By:_ Miaml-Dade BCCO_- CER Created by Indepbiident TFiird.•Party: ' Evaluation Reports: OA i1-060' p"f Created by Independent Third Party: -Yes 3792. 5 770D 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. Certification Agency Certificate FL3792 R8 C CAC NOA 15-0709 na ar Quality Assurance Contract Expiration Date 10/ 04/2020 Installation Instructions FL3792 RB if NOA 15-070909 pdf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports http :tlwww. fioridabdiding.orglpr/pr app dtl.asp:'?param=wGEVXOwtDgsFgPhXouzz9PGboXddll(&7oGQ6zyYnmk%'3d y3 4f28=7 Florida Building Code Online FL3792 R8 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes Contact Us :: 2601 Olalr Stain 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 :: Acressihllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a publicreeords request, do not send electronic mall to this entity. Instead, contact the office by phone or by tnWdortal mall. if you have any questions, please contort 850.487.1395. -Pursuant to Section 455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed underd3opter 455, F.S. must provide the Department with an email address If they have one. The smalls provided may be used for official communication with the -licensee- However email addresses are public record. V you do not wish to supply a Personal address, please provide the Department with an email address winch can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick b=zL. Product Approval Acceptor W] Credit Card Safe httpslAvww.floridabtjilding,orgfpr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdlkEk7oGQ6zyYnmk%3d M M® MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Mianri, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-M90 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.m9amidade.eov/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 tern -oration and'removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date.tnay be displayed in advertising life'rature. -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 QMLAALM14DADECOUNTY 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. Mode[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 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A). 05/21/67 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 MIAMI•DADECouhlTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Mode1730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents §hall 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 Y" aluminum annular ring shank nails. With the first nail i%" from roof louver end and a minimurn of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 11/4" 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'hterature. Minimum Slope: 2:12 MIAMMADE COUNTY 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 undemeath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply '/? wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofmg. 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. Lornanco'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 . MIAWDADECOUWM Expiration Date: 08/16/21 Approval Date' .06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A i i 700 SERIES LOUVERED ROOF VENT MIAMR ADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B MIAmmADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Tage6of9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OY 750 FACTRNRR a .au a ui cn MIAMMADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/36/16 Page 7 of 9 DETAIL C NOA No.- 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D Approval Date: 06/30/16 Page 9 of 9 4/28/2017 Florida Building Code Online 5 - r - l ' r.'. -•}' a MIN V— Ytir'JJ.IZS.. V I, ; . .- .. _ '. _" _ . __ ___ _..._.L.'.:v) c' ' o-' 'C f9 1i• 'iS L'e"l il BCIS Home I Log In User Registration Hot Topics submit surcharge I Slats & Facts i Publications FBC Staff BCIS Site Map Links Search fkifidi'I _ a :'r, Product Approval cy Ij`dj USER: Public User Product Apmval Menu > Product ar Ap211cat10n Search > Apollcatinn Lis[ > Application Detail Iuti;ilil`_:i';r+'ti FL ik FL158 R8 Ir Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments i • Archived Product Manufacturer CAST-CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 l = 813) 621-4641 Ext 128 cparrino@castcre[e.com c-, - Authorized Signature Craig Parrino i cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 7 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com I Category Structural Components 4 Subcategory Products Introduced as a Result of New Technology L Compliance Method Certification Mark or Listing is • Certification Agency Miaml-Dade BCCO - CER Validated By Miami -Dade BCCO - VAL c•.. + ''' , Referenced Standard and Year (of Standard) Standard Year ACI318 2011 AC I 530 2011 t •' Equivalence of Product Standards lCertified By f t Product Approval Method Method 1 Option A Date Submitted 04/29/2016 https:/NAvw.flaridabuilding.org/pr/pr ppp dtl.aspx?param=wGEVXQwtDquegl%2bT71%2fFl92gnRzHNulcci5pgLXkU6g%3d 1/2 4/2812017 Date Validated Date Pending FBC Approval Date Approved Stimma ev nf• D..s....r Florida Building Code Online 05/06/2016 05/06/2016 FL # Y 158. 1 Model, Number or Name Description High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate Approved for use outside HVHZ: Yes F1_158 R8 C CAC NOA 14-0903 03 Ddf FL158 R8 C CAC NOA 16-0125 03 odf Impact Resistant: N/A Design Pressure: N/ A Quality Assurance Contract Expiration Date Other: Superimposed loads shall not exceed allowable safe 05/21/2017 Installation Instructions load FL158 R8II NOA 14-0903 03 odf EL158 R8 II NOA 16-0126 03 Ddf Verified By: Mlaml- Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovdeht 2007-2011 State of Florida :: Privacy Statement :: Accessibility Statement :: R f and slat m nt 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 rot send electronic mail to thisentity. Instead, contact the orrice by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address If they have one. The emallsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, pleaseprovidetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublicTodetermineIfyouarealicenseeunderChapter4S5, F.S., please dick her. Product Approval Accepts: M Credit Safe SCCurltymE- rkICS' httpsl/ www.11oridabuilding. org/pr/pr_app dU.aspx?param=wGEVXQwIDquegI%2bT71%21F192gnRzHNuicgj5pgLXkU6g%3d 2/2 MIAM 1•DADE NI A11•II-DADE COUNTY PRODUCT CONTROL. SECTION DEPARTMENT OF REGULATORY AND ECON061IC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADWMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 1nnv.mi1midade.cov/eco11omy 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 -Dade County Product Control Section that this product or material fails to meet the requiremerits 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, prepare([ by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", streets 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 J 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 It 13-0321.07 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 HelnTy A. Mal(ar, P.E., M.S. F ,) NOA No. 14-0903.03 MIAMI DADE COUNTY t '. / f f ' = "' Expiration Date: 09/11/2018 Approval Date: 10/09/2014 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, tilled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated 14arch 24, 2003 and Drmving iVo. LT4612, titled Cast -Crete 4 ", 6" & 12 " Lintel Snfe Load Tables ", sheets I through 3 of *3, prepared b y Craig Parrino. P.E., dated dlarch 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.Uodels, total of (13) concrete lintel specimens, per ASTiYI E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Cln-istopher A. Hamon, AE. C. 'CALCULATIONS 1. Calculations,for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed b1; Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, A..E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System .ilanual for Cost -Crete iWachine Alade Precast Lintels revised an filial, 1, 2002. 2. Cast -Crete Quality Si)stem Manual.for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet l of 1, prepared by Craig Parrino, P.E., dated Alarch 24, 2003 and Di nwi g iNro. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated dlarch 24 2003, last revision dated Xcu-ch 11, 2008. B. TESTS 1. !None. C. CALCULATIONS 1. Atone. D. QUALITY ASSURANCE 1. Bp.11iami-Dade County Building Code Complkulce Dfce. E, MATERIAL CERTIFICATIONS 1. None. HWy A. Malcar, P.E., Ai.S. Product Control Uuit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Draining No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 qr 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Draining 1\10. LT=1612, titled "Cast -Crete 4 ", 6" d 12 " Lintel Sere Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Harch 24, 2003, last revision dated Alarch 11, 2003, all signed and sealed by Craig Parrirlo, P. F,., on rllarch 22, 2012. B. TEST'S 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE I. By Mirrnri-Dade Cotmty Department of Permitting, Fimironment, and Regulatory Affairs. 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., certifying compliance milli the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. T.ESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By ATianri-Dade Counly Deparinreru of Regulatory and Economic Resources ()ZER). E. MATERIAL CERTIFICATIONS 1. None, Fie ny A. Makar, P.E., M.S. Product Control Unit SuperN,isor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E - 2 Cinst-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing jVo. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, AE., dated kfarch 24, 2003 and Drawhig r\ro. LT4612, tilled "Ccisl-Crete 4 ", 6" & 12 " Lintel Scife Load Tables ", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dater!June 12, 2014, all signed and sealed by Craig Parrino, P.E., orr August 19, 201 d. B. TESTS J. None. C. CALCULATIONS 1. Calcidations jar Cost -Crete Linlelr, elated 0811912014, pages 14.201 through 14.236, Nrepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. D. .QUALITY ASSURANCE 1. By A41miti-Dade County, Depa 7nreut of Regulatot y mid Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER I. Letter fr•an Cast -Crete USA, Inc., dated fltigust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying cotupliarrce with the Florida Building Corte, 2014Edition. Hel taltar, P.E., M.S. Product Control Unit Supervisor NOA No. 1 d-0903.03 Expiration Date: 09/l1/2018 Approval Date: (0/0912014 E - 3 AST- R6TE9 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4" SOLID LINTEL DATA TABLE nvs'7 IMr•7M i[01F7S 3 i i lll.r.11 n.y ppl•c»n a n.OEM= 6" PRECAST U—LINTEL DATA TABLE fF, I= C DDD®dEKTLS`J1Er] C E©/flaWINwcnm67irawKgraFpNLLXrt01111b]EiM3cM®l r$waOOtn r$yemm s•;rr rarvDmmr vao ilmrr',E•rEi'%i rl•1•'•'r2TMw Sl1Qtir7ddllSil• naa ra rt$rvr rxrlsrL:r>a<.vra90rw=r2M L1L:R.7a tZ•.9, rfis0F7CI1 Fl1j::drlidv lllL:R,i.7 9tom'. r NFrUl r.>..Ls.r rs trm-i. rr$at$•9 0m^saum®rFa nrr rFs<.irrg r o rr>si als rt,.^.Ir>rtat_::mmsiar o I mTnlrtctr:uu nmrr us^rsxsyucao 12" PRECAST U—LINTEL DATA TABLE lj=RX-na®r ar D®rmo moFM191L MIUMM M KM axarxu®ram! LNUM LQM f66C'i®t::11 2juall a a aO romr s iarra_sl so D®amt. rlao t3CLr R4 t<Lt•f111.LiL` 1[]GIt•I2i7,SL.'dCJ•EriO rrav r ur]m+ rt r tA rs•lr ar„ 1 11.rtseaimm r]a5o, nral rII LT:J IriL 71rIC]i[1GiO aaa rF.uwre rrr mr•aoolo, mOiQQiti>u1• rF..fJSi'Jf Gai nnl l.l lrr.fE7QlttOmOiFICSr"nIfl:UM fiT7 rtrmmrmaitau1sar a rrlm i[CliWIN maArruTYPE B. TYPE " A•_ S71RI FIX— a cop.. 6 llof no1 RAn I.fo1lL.im11 n rr rRo"No rue rRe.ecl .tov,L n C IRo1Lc1[ 0 n ct1IT.6.1 Wn AND CNe101 BE ure.wc[e 01 WIRWIID Imwlrt 1Nt MID. n01 COVVe l DUI-e.[Se M4. am 1.. u.lo D,10 un, r/11 BARni. A31% es. P. A 11 Re.AR A..Iwnee mt,i .. ae I1 Pl —11. - sou rY c u a1n ..Is .. SOM T.[ MIAL II M OF 5. . CRAB[. ARE c lb .IAnM 1. e.cnx S1 mml f. • .el. ru FOR ALL ..n1 Ac le .u. r.M fACY w V t.c 1twelcn (Am FOR a-lu - Y. cr ruc• n wnne 1'. - A.« ru ".. — _. .nnn • .. I.ol rll[ nRv.eml. 4R IY.IL.NM -on .1 lu s. IeneY sum.IutA .. an BACK cat Y. t..[ _. 1.1. net 1 snnW/ r.cY 44M [.A OY . a. 11 w" Y.uu Ann .Iwl- u.. f. W. - •• G E N 77- nt.f VY'if7'iR1.Y rliill..ff..--!7 iI r7] II LdiClfic;W•' • .L 111;191:I.lI IIQ•lili .ir15*u.a ' 7C•` J Irli®C.F7@lfl11L^IdQP DtII d6SirJAO s . I0=* 3clu 1eJ• fLaluliI]t:•IAVtSL"JF]C1 VL s • omr acritn r ir::arM rblM;bM oa vasv NG• li iCra1L'Yrdr!S7tll'rILLL':.INO.1 17Ai I17r1QYMt7n t!• • - • rse.,• iaurtnurrarl,.m.n,I.xl.11srnn•w .-A6sMl;vrv oesr ers iu::]•r o • r p{[ pllltCf ltl:Y;SI fluiJa d mmDl C.ne•i ptJlJi u ny/ aG u .03 Ac« D F3 logAMA: PRECAST AND PRESTRESSED LINTEL DETAILS ll zz '`•iL L sx[ wr [I onuu-u ouxx Ir. wxw utuul swu As sxarx Vv " QEQP'.jZ.'t" :•t,:••.•,,•• - _ -- oAM 3/:1/W OKCKEV IT: CKM rAtILYO. ri o} VM IDut: sf11L11 t a t GENERAL NOTES I) WMArb: 1'. P p,—P /rr td - 3000 pd 300D M oyyepl. 7(cuu";I ffu isiG cso U mwn.m nammcanWssn. trcnglh - IYW vd nb.r per A415 Gred. W r•Mar p.r ASIASIM Q70 07t 11 r S 2) AN Mile IW Ww hoed on rii— 4 tmh mmLe.rfN. FAcd 9- sd. I.W. Id field tW CM;nd S. IrA aN Iva& ml •. md-rCd by 3 0 bwAag length I. In. Va. a 1/2 ml,- 3) h m. Id road. Wd W hW phes 4) Re numlru in WeAftsls 1rdb9ta Ilu paIwl reduction ha grade 40 fold added mb.r. Eme, 17-4' U W12r24-28 wr (w2y W)d a 1428p4 14S «dada 1428 tllS - 12n pil 5) A6 Mt h -t ar uud V3150 dellecrrru m' " a US Viso dldkctwk bnqu U. Is Sm7N 1. -W- mealWyy W Fbddo bm,4 CW. S. dktt 160411 u appFsa61.. 6) Sha. rkd kUb m reµi.d. 7) 4' a.6d W b I. b. imtdW ./ 4' d'mon.cn WltWd .rd 6' amaw. r. U.L 8) tm1. p.Ua eiwkmt.1 d Held e t copy .ah W..rctawtufd drd/m UMWnl 6-1-Aa 8) TIN dcs4w may e+.lnt. cmc&*aed bade II.m Um td. bW Wbk3 by wod.liq IN rn. am n fouling crane A end .bed d d- ay (mm U. I- .I .. pp.L 10) ILA. - Hat R.W 11) BaWm 0e:1 .dded r.br I. . kwled d N. belt•m d Ih. roW aMty. TYPF DESIGNATION r r- niDD .a.1n/u-u.utp ro w a'om can 12F16-2B/ 2T rn.eu . amJ L oa...ma I N-' yU mum rat 1r tww g p) r-.. rw P uem t r laws m..• arm, 11 5 ' ACTUAL c- mr 12' NOMINAL % TOTH ry S' A 12' Ddl we m 1a - ued Vlh 5-1/2' " mkbu 41 uw mb I. ccrnodal. wUcd cd r,W,m]M ad gaulf^0 13 TS. edcAW .ubc. a'12TS i'I"M in al.rlr muel. R10fgY)' wlh .rcR l.m flag .1 sW,C. " m b awrao1ee tall ASTI4 aT2• > OO U q/T.d CDOWp 14) Lk Ub b.d.d .imutlasway 7h .u0cd (yio lh tg5l jTW rinon (1,tuul) W.* .harmMch.ce.d I.r Ib amdn mc! Appkd r, dkd bad M•m Wr4.nld land s Sd. r. dk l l..d + S.I. WU-Ul b.d 1.0 15) r. r avImb Ml.l h.W. ed ih m w. wl. l..d from aeA boa htighl .Mon IB) ra kW kngU• rot ehotn• Min u1. bW Loon fret hnge9 Iurplll a-, 17) SW Wd, — s pak"..4 .O—b!. b.dA 10) S. 1* bab baW to mlbna deMgn .a.8.b per AO 53o wW AO 314 19) A" WW I.Wrd boa mpody — IN W.I-d by V. 4.C'' by pv4 q .d021.Ad reidre.d — t. --7 ua1. (RCUU) b— IM 4ttl Su rtrA h helm: F m- 1500psi 1/2- CLR 4S8 SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADOMORAL REINFORCED C111) ( RWU) FULL COURSE 5 REBAR FOR 6' LINTELS 5 REBAR FOR 12' LINTELS ar GR6D 6U8 6F8 u A. 6F12 6F24 SAFE LOADS FOR 4" SOLID LINTELS 4-4- m GRAVITY TYPE LENGTH 4S8 Y-6' ( 421 PRECAST 1180 4'-0- ( 48' PRECAST 959 4'-6- ( 54' PRECAST 789 5'-10-( 70-) PRECAST 460 6'-6- ( 781 PRECAST 360 7'-6' ( 901 PRECAST 260 9'-4' ( M1 PRECAST 156 10'-6-( 1261 PRECAST 116 12UB CwsrCarn UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6- ( 42-) PRECAST 687 371 4'-0* ( 481 PRECAST 597 320 4'-G- ( 54 PRECAST 529 258 5'-10-( 701 PRECAST 407 148 B'-6- ( 78 PRECAST 366 118 7'-6- ( 901 PRECAST 280 87 9'-4- ( 112') PRECAST 187 55 10'-6'( 126' PRECAST 152 43 12FB 12F12 121`16 6324 CA 579 SEFFNER, R. 33584 FL. RL UC. NO.4475 12F24 12F20 PR0rA0ernnvrsl;D u raNnyl3; ny aitA 1h: FlodiW uwldmxcada ACwPw., By rvo O5 p3. 03 8rylm{tliwU/ Cd`. • '/ I`' 7•,/` rF l6' hik w Imo. I Ri CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES I LL''cpar11CRAlRCVISIOHi1214 — III[ 11Ur[: DISU&S-14 o1GN11 ITs jawu haRAUD SGLCN.1s IT - "•'•t 6116 3/24/03 D¢Lu0 91': CRAIC PAMM P.I. - REC, Ro 44r34 DRAWIX: NO U4613 SHEEI 10/ 3 SAE LOAS SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS FOR 6F PRECAS U4JNTELSSAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4- 1- w "ll SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6W 6F8-IB 6F12-tB6Ft6-186f20-186F24-186F2E-186F32-18 3'- 6' (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'- 0' (481 PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'- 6' (541 PRECAST 1654 1887 3633 SOSO 6148 7227 8297 9357 5'- 10-(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 01, 8225 6'- 6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'- 6- (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'- 4' (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'- 6'(1261 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'- 4'1[1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'- 0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'- e (160-) PRECAST 373 417 646 593 1170 1485 1852 2285 14'- 0-(168') PRECAST 351 392 605 835 1087 1373 1703 2087 17'- 4'(2081 PRECAST N.R. 111 455 620 794 985 1 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 C„ 114-n SAFE LOAD PLF TYPE 6U8 6F8 RCMV T 587 1055 596 P(481T487 787 445 T 416 609 344 5'- 10-(701 PRECAST 300 350 198 6'- 6- (78-) PRECAST 263 496 157 7'- 6- (90-) PRECAST 222 367 116 9'- 4- (1121 PRECAST 173 352 74 10'- 6-(1261 PRECAST 151 276 58 1)'- 4-(136-) PRECAST 139 311 49 12'- 0' (144-) PRECAST 131 277 44 13'- 4-(160-) PRECAST 117 223 35 14'- 0-(I681 PRECAST 111 202 32 17'- 4'(208") PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 C--- Oc-m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6f8-11 6F12-IT 6F16-IT 6F20-11 6F24-IT 6F28-tT 6F32-IT S- 6- (42') PRECAST 1412 2074 2715 3355 3997 4638 5279 4'- 0" (48') PRECAST 1225 1600 2357 2913 3470 4027 4583 4'- 6' (54-) PRECAST 1083 1392 2084 2577 3069 3552 4055 5'- 10%701 PRECAST 831 1222 1600 1979 2357 2736 3114 6'- 6' (781 PRECAST 723 1097 1437 1777 2117 2457 2797 7'- 6' (90') PRECAST 648 113 as 1249 n4 1544 ni 1840 w 2135 w 2431 9'- 4' (1121 PRECAST 575 5711y 980 cm 1252 1492 1732 1972 IN 10'- 6'(1261 PRECAST 514 4621y 787 fm 11211 13365 1551 1766 11'- 4'(1351 PRECAST 474 404 685 985 u 1213 1442 1645 12'- 0'(1441 PRECAST 454 3571,t 619 888 1093 12991. 1506 IS- 4'(1601 PRECAST 402 308 516 736 906 1016 fu 1247 14'- 0-(168-) PRECAST 368 285to 475 677 832 n 989 1145 17'- 4'(2081 PRECAST 253 20B 33B 476 pi 585 693 B03 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE Na 4 GPAi', C1 ENS O: 44 0 •• A CR .c ( p .• ' AIGPARRINO FS G • G324 CR 579 ZONA, e?•`' SEFFNEFLFL 33584 FL. P.E. UC N0.4479 PROUucr tUlvtyBU nee, rwaNn/ _ c c vPiwionUr. o S • P 7 A1Fun, U.,p aucl (-(bat'M M a< I ti- CAST—CRETE 4 6" & 12" LINTEL SAFE LOAD TABLES CPI' . r `— a.. o.. 3 c1vnsf14MIS. FIII Nutr[: 03QUli-14 I oWmt ff: lOtull UyuA SGIL• M.1S. 6''" L- `C,w.,:.r...l DAM 3/I410 _ CYECKM IT: CUM A1.=, M - M. NO. 447561 0.4AMXG.10. 11491I SMET I OF 31 SAFE GRAVITY I nAnS FAD 49^ cRccecr u_1 wrcl . 4 ~14 MVO SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12UB IM-29 12F12-2B 12F16-2B 12F20-26 12M-28 1328.28 4F32-28 3'-6- (42' PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0' (48') PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'- TO- (70-) PRECAST 1612 2320 3218 5234 8487 11060 12755 1444 6'-6' (781 PRECAST 1383 1986 2679 4196 B421 10032 12755 144 7'-6- (901 PRECAST 1138 1628 2131 3218 4676 6756 9763 1352q 9 -4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 7552 10'-6'(1261 PRECAST 614 1043 1295 1853 2516 3323 43M 5632 11'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 1 3719 1 4746 12'-0'(1441 PRECAST 456 878 1073 1513 2020 2617 1 3333 1 4206, 13'-4-(1601 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-O'(1681 PRECAST 321 720, 865 204 1584 2017 2451 3106T 17'-4'(2081 PRECAST N.R. 4510 831 881 7)D 11410, 14280 1750, 2102 19'-4' (232' PRECAST N.R. 343, 477 0 925 1152 1380 1609 trA iac l 40 ATE ZI RERAa'M 1'DN Ht1ALIgNS FURCRAOC40F1E1DADDCORCG4SEFCFNFJptNOIFN0. 4 SAFE GRAVITY LOADS FOR 42^ PRFCE CT wl O^ of rece nnn4a n 4 u,re. 4c~-4 -m SAFE LOAD . POUNDS PER LINEAR FOOT LENGTH TYPE 12RM 12RF6-2812AFt0- 12A114- 12ATIB- IM22- 12AM- 122F30- 4'-4' (521 PRECAST 25M 2942 5468 7584 9640 11669 13679 15679 4'-6' (547 PRECAST 2319 2740 5468 7584 9640 11659 13679 15679 5'-8' (68' PRECAST 1347 1841 3555 6395 9640 11669 13679 15679,4 5-10'(701 PRECAST 1259 1758 3361 5954 9358 11669 13679 1567 6'-8' (801 PRECAST 924 1430 2833 4415 6894 1034 12574 1480Q 7-6' (90') PRECAST 703 1203 2157 3494 5259 79220 96231 11321. 9'-8' (1167 PRECAST 389 843 14510 2157 3203 j 44210 5417 63601 lr/ n . n rents nW M F" l MDJCFMM FORGRADE40Fal) ADDED RCDAR SCE OE7(RAL NOTE NO. 4 SAFE LATERAL LOADS eno 49. OOCre Ct 111 "r*a. ^ 4— i— SAFE LOAD PLF LENGTH TYPE 12U8 12F8 RCMU S-6- (42') PRECAST 1295 4841 393 4'-0' (48' PRECAST 1295 4841 2994 4'-6' (54') PRECAST 1049 3922 2417, 5'-10-(701 PRECAST 681 2547 155 6'-6- (781 PRECAST 579 2167 1234p4 7'-6' (901 PRECAST 474 1771 914* 9'-4- (1121 PRECAST 355 11326 580, 10'-6'(1261 PRECAST 306 1143 4540D 11'-4-(1361 PRECAST 278 1041 38 12'-0'(1441 PRECAST 260 971 3450 13'-4-(I60) PRECAST 229 857 2%8 14'-0-(168 PRECAST 216 809 251 17'-4-(2081 PRESTRESSED N.R. 63 167 19'-4-(232 PRESTRESSED N.R. 534 1300 SAFE LATERAL LOADS FOR 49• ooere er ..., 9• oereee nnnn u . SAFE LOAD PLF LENGTH TMPE 12RU 12RF6 RCMU 4'-4- (52') PRECAST 1295 3692 258 4'-6'. (54-) PRECAST 1213 3458 12417, 5'-8' (68') PRECAST 784 2236 165 5'-10'(70' PRECAST 747 2129 155 6'-e (801 PRECAST 602 1716 117 T-8' (90) PRECAST 504 1438 914 9'-8- (116-) PRECAST 355 1011114 0" SAFE UPLIFT LOADS FOR 42- DRFCACT 11_I loan e 4Ca1srGMA SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12F8-21 12F12-2F 12FI6-21 12F20-21 i2F24-IF 12F28-2F 1202-21 S-6- (42-) PRECAST 2752 4287 5613 6938 8254 9589 10915 4'-0' (48') PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(70' PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (78') PRECAST 1444 2269 2971 3675 4378 5081 5784 7'-6- (90-) PRECAST 12671 1767j 258k,3194 3806 4417, 5028 9'-4- (112') PRECAST 10280 1171pol 2006 259D 30870, 3583 4079 10'-6'(1261 PRECAST 920 947 1512 2281 2764 3209 3653 ll'-4-(136' PRECAST 8580 829 1404 1982 2441 2902 3364 12'-0-(1441 PRECAST 814 at 7530,1 1269D 1785 220IJ 2616 3032 13'-4-(160-) PRECAST 678 m 633 11057 14851 1B260,A 2169 2513 14'-0'(168*) PRECAST 6220 111 m 114 1365 1679,J 19930, 2309 11 17'-4-(208' PRECAST 434 42-7 595 0 964 1182E 1402 1623 19'-4' (232') PRECAST 366 370 U0 593 Oj 817 0 1002 1181,, 13720 1) TIC NI/NKRS IN PARERMSIS ARE PERCENT REDUCTIONS FOR CRAM 40 MD ADDED NEVA SEE OFNEIGL NOTE M 4 SAFE UPLIFT LOADS FOR 12^ PRFCAST wr 9-• Rcccac nnno sr iMn SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TMPE 12AT6-21 17RF10-2112AF14-2 QW16- 12N22-2 10676-2 12Af10 4'-4- (521 PRECAST 1626 26115 3746 4806 5867 6928 7989 4'-6' (54' PRECAST 1558 2582 3602 4623 5643 6664 7664 5'-8- (681 PRECAST 1210 2042 2650 3658 4466 5273 6091 5'-10-(70') PRECAST 1173 1984 2769 3553 4338 5123 5908 6'-8- (80) PRECAST 1020 1538 2426 3114 3802 4489 5177 51777'-6' (90' PRECAST 904 1226 2163 2776 3802 4069 ITS-) PRECAST 703, 771 -11472.1 2181 26631 3145 3628 ARE PERCENT REOUCr" fml 40 PAID ADDED REWI SEE GENERAL NOTE 90. 4 447 T E F 1-J PRODUCT'IL 311C) oMply .& -at Dw Plarfd. IAild;,s Cad. Awep... Na A', R 6324C SR790 8y"+ unD^o/ 8 SEE GENERAL NOTES - SHEET 1 OF 3 StFFNsR'F1 33%4 44 FL. RE 6TCA7D 44— CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES r0E MAIM oI5D4F-1/ 1 Du" m: jow "an Seim R,FS DUE, 3/14/03 c71Ec R, c11A)0 FAMO, P.E. - M. N1 44755 0d9:4G: ND. LT4412 SHEET s Or 3 M IAM I -DARE M IAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (ItER) 11805 SW 26 Strect, Roorn 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.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 rtse 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 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 l 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, bearing the Miami -Dade County Product Control Renewal 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. RE, NE 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 # 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted doctttnentation was reviewed by H' jlmy A. Makar, P.E., M.S. NOA No. 16-0126.03 MIAMI DARE COUNTY /' Expiration Date: OS/21/2017 Approval Date: 04/28/2016 0 4/Z $ Zo/ 6 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 996-0613.01 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 1, 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 1 of 1, both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on f exural testing on Precast and Pre -,stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-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 C_ ast-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 #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25196 for 43 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01128/96 for #4 rebar by Birmingham Steel Corp. z Mill Certified Inspection Report #84-M20749 dated 04/05/96 for 95 rebar by Birmingham Steel Corp. 8. dull Certified Inspection Report #84-M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for 94 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for 45 rebar by Birmingham Steel Corp. uy A. Makar, P.E., M.S. Produc ontrol Scction Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for 95 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 401-0209.03 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 92 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 #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 ASTM E-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 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 ALlachine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04128/2016 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 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. 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 0 1.1-0121.04 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. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 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 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 Varch 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 I 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 J-om 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. Ri A. Makar, P.E., M.S. Product Conteol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. 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. 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. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E - 5 AST-CRET HIGH STRENGTH PRECAST AND I PRESTRESSED CONCRETE LINTELS PRODUMRLINRWED n C6mp171,ID ITilh the Flofi6! B.UE.e CTtO: • • S' PRECAST / 2• LJCC DOOR U: IIL A• PRECASTL.IIL R' .RR7MUD N L7.-. S LS cnaaUP DETAILS fc I!I I.rx PRESTRESSED U—LINT L/ 32'0 BARTIRRUPS E 'a" STIRRUPS t r) B" cTIRRUP DETAILS uw R.0 4RC VOWS V II AO u0isLOT III 1 -e 0. JI 6.2 1 - OA! 11 -O O S -0" IS-4 0.110 O07 1-3 S AR 17 -/ 0.151 09lfl- 11-] 7 32 Y ! 17 -2 O S -E' I!- 0.1/6713 1-J 2 O A-2 O 71'-1' O.I7A7 2 T - SO 7/JI EAR 21'-2' 5 0 3'-O 3//' 10 22'- O• 1 0.200 5It 7 J! AR 7/32 RAR zl'-10• e 0 3'-10 5/8'10 H. 732YfitI - 7132 OAR 23'-10" e O V-3 1X LITc1 MATA TAr)1 C f.¢ 7 IQ.[3"PJIL:III:I<•.il• N:L'3IhLJ F F1'GF•"" Es rrn la rnmaruarta,nev+tz! F' f31[iL'SLi11:R:PS!571F. i-I..Id©I/1.10 oav® m+uatz>;>feeterrr o MEMBER Or l'G_i'/JrSE:J 041. REVBOIKDlO 511EU 7/32 OAR ASTY 0101 0./4 5. KOtG THE TOTAL 0 EA Of STIRRUPS GRADE w ASN Af15; 7/IS INCH RCOD n COOHICD STARIIXO FROM EACH ANDF! REOAR UWE OMM" CR I V LOM-RRASATION F.CSf1ESsm IC. ERD Of THE R&OVICIRO cAOL` me ESAWIL A9. Of STDOP! • 1. THU. THE SRfao ASTY f. CONCRCi[ OIRCY00f5: h 0000 PSl REINfoRCCTO CAGE YODEL SHMM S STIRRUPS FO! 1' FROM CALK END, FR[SIII. IO Lw1EU; 1'. 4WD M PRECAST S DIIHTELS• K01 FOR ALL4 1.5 PONDS Of FOL7PRQTERC II.CAS PEA CU.m of COMCArTC MAY OC USED DI LKU 1 OMIAL PRIITAISS FORCE C." R W. OF POSSnCC= UNTIL RE1QORaMo CAGE 1. STAPPINc /T Norw PUITRESIID TO RLInt unwa Aim HA um FORCIS CANT I +IS S ( EN ,V UQp 3 ' pnouuCTRCYISUDl od H• Oh ITa F'IYIIIG JUMM c ITWWIn6 TxA oOj,o2 Ilan UriR Zo! G E O q CRAIG PARRINOIry LSTIu1 6324CR579 K. IsnIDO,Ccs R I O •'G\t .• SEFFNER• FLMU FL. P.E. UC. NO.44756 M.I Y' ilMrJf YL Y.11 II,IY NI 1' fIMAWL 03 ' `• r.ME( u unw PRffA.T LIN1L RflNro ING CACC fARRILATION YODEL •' nA FAOu 'r"T"' o/% rrr 'A O,fVr, Ni'r fruAw At II s 1 PRESTRF CD L NF[U RFINib.L NL CALL fAALLATION 9=EL 8" PRECAST U— LINTEL DATA TA@I- rvnjH.0LajT PRDPRInARr NFORIIATIOK n PROVI0E0 FOR IAOIXICT A,•PRDYAI. Il n TEME0 LIT COPTRICHT LAMS Alm CANKOT RE RVROML:L- OR CWMVJTED 1NC PRIOR ITRIIIEN CORSCHT OF CAST-CREIE USA. INC. RR1: CAST—CRETE 8" LINTEL FABRICATION DETAILS uIw Rr. fvi P1FA'KO f3. -RID. l0. 11731I SrAW Col m)CSIE fact 1 Of SAFE GRAVITY LOADS FOR 8" PRECAST R. PRPSTRFRRFII I w INITFI 45 4-rr-t—Te SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BU8 eFl-08 alefa SFIr- OeR 5F12-15 no.i0 er24-le BrzD- 153'-6' 427 PRECAST 223E 3069 3719 6607 E54 2502 10951 3069 4605 7547 e974 1o394 IIe09 4'-0' (48' PRECAST 1966 2551 275E 4e90 5961 7034 a107 26l3 4605 75+7 N74 10394 114W4'-5' 541 PRECAST 1599 1169 2110 3753 4576 5400 072EEIS43757547e67210294IINS 5'-4' (64' PRECAST 1217 1349 1439 19" 2550 3123 365E 4249 IN3F1722 5365 7547 7342 e733 10121. 5'-10'(70' PRECAST 1D62 1105 1631 2090 2549 3009 3470 1451 43M 716e eo a 710E 672e 6'-6- (78' PRECAST 908 1239 346D 3031 370E 431U 5061 123e 3490 SAI W60 11301j,aan 7'-6' (90 PRECAST 743 loll 26n 2205 269e 3191 3665 101E 2661 A9{ mus1 1417 647ET-4- 1121 PRECAST r4 If! 1625 2S/4 3496 2510 3302752IM255434f64705 631010'-6-(126") PRECAST 475 wa 1247 2093 2717 x163 2536 13 1052 1533 21793 2751 Z43 475E I1'-4'(1J67 PRECAST 362 562 945 1366 104E 2423 3127 4006 582 145 1358 1945 2423 3127 4006 12'-0-(1441 PRECAST 357 540 173 1254 16e4 2193 2605 355E 540 873 1234 16e4 2193 2e05 13'-4-(I60') PRECAST 296 471 715 1075 1425 I&M 2316 ZOOJ 71 755 tan 14xe Itlb 2115 2eN 14'-0-(1681 PRECAST 279 424 TOa 100E 1320 1697 2127 m 442 705 IW2 1325 IW7 2127 7530 14'-8'(I76') PRESTRESSED N.R. N9 MR NA OR MR MR MR 458 7N 1370 ISM x245 H17 2712 15'-4'(1841 PRESTRESSED N.R. a NR NR 1F NR RR 412 710 1250 1733 i05e 73Z0 2513 17'-4'(208') PRESTRESSED N.R. NR MR NR NR N7l NR NA 300 54a im 1320 1509 1 1549 1 2017 9'-4-(232' PRESTRESSED N.R. MR MR Nit MR Nit I MR I MR 05 420 750 103) 1242 1515 1716 21'-4'(2551 PRESTRESSED N.R. NN MR nR NR NR la 140 340 546 645 1114 1m 1461 22'-O'(264') PRESTRESSED N.R. MR MR NR lIR Nit MR NR 155 J15 550 784 1047 126E 13lD 24'-0" (288") PRESTRESSED NR wt W MR MR NA MR NN U 25D 450 054 614 1"2 Im U) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3. NOTES - SHEET 3 OF 3 OF SAFE LATERAL LOADS FOR a,- cornea? i Oneerocee.n I1_1"nee a,/^. b SAFE LOAD PLF LENGTH TYPE 8U8 I 8F8 RC.MU V-6' (42')' PRECAST 1025 1024 1590 4'-0- (481 PRECAST 765 1 763 1309 4'-V ,(54') PRECAST 592 591 1073 5'-4- (64') PRECAST 411 411 745 5'-10-(70') PRECAST 340 339 616 6'-6' (761 PRECAST 507 721 490 7'-6' (90") PRECAST 424 534 363 9'-4- (1121 PRECAST 326• 512 230 10'-6"(126') PRECAST 284 401 180 11'-4'(136') PRECAST 260 452 154 12'-0-(1441 PRECAST 244 402 137 13'-4'(160 PRECAST 217 1 324 110 14'-0-(1681 PRECAST 205 293 1 100 14'-8'(1761PRESTRESSED N.R. 284 91 15'-4'(1841 PRESTRESSED N.R. 259 83 17'-4'(208-) PRESTRESSED N.R. 194 64 19'-4-(2321 PRESTRESSED N.R. 148 52 21'-4'(256')PRESTRESSED N.R. 125 42 22'-0' (264") PRESTRESSED N.R. 116 288') PRESTRESSED N.R. 91 E4024'-0' 3 bLL ULNERAL 1401E NO. 18 ON SHEET 3 OF 3. fitOp47CTm nlydu y N u'mea AcavpL?-a Nod , • o Eap7 Pion Uvc Z '3 By / Ml4mip aduq (7 SAFE UPLIFT LOADS FOR B" PRECAST a PRFSTRFR9Fr1 I IJ IMTF1 R Cgs7Civ4 . SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH are -II IFB-21 eF1r-li Br12-2T 6F16-1r 61i-21 6r20-Ir arz0-27 erz4-17 5rz4-21 6126-n EF28-11 eFn-17 IF32-2T 3'-6' (42') PRECAST 1552 2655 4 4194 5293 6132 7001 1569 2655 3524 4394 213 9132 7001 4'-0- (481 PRECAST 13N 23M 3040 J515 4570 53x5 6070 130 2305 M60 3515 4570 5325 em 4'-6- (541 PRECAST 1207 204 22707 3375 4043 471E 5379 1207 2040 2707 3375 4043 4711 5379 5'-4' (64") PRECAST 1016 171 " n7t mu 3]99 3961 4522 Inis 06 2276 rNa 3399 3961 4522 5'-10'(701 PRECAST gm IS67 2M 259E v 3107 r4 36MI 4133 029 1597 29a0 2593 3107 3620 413.E 8'-6- (78' PRECAST 035 ff 1407ne 180. 2J29 i?—Mm 325h, 37121.1 ess 1407 186e 2329 2710 3251 3112 7'-6- (901 PRECAST 727 1065M f624j, 2025 2426tx WmTl SM 727 1224 1L24 I 2D25 242d 2e27 1 3223 9'-4- (1121 PRECAST 591 70/ I. Ilu 147E 1815Dd 2154d 2500 521 662 1316 1 1643 1969 1 2214 1 2619 10'-6-(1261 PRECAST 530 5750, 9161A 1196 1411pol 1736 201E 530 695 1150 1472 1733 20.55 2346 11'-4"(lJ6' PRECAST 474 504 50D no 1037 D IZ74o 1513 17M 494 607 104E 1312 ft 1543 1915 215E 12'-0" (144' PRECAST 470 456 ,r 724 r 235 1153 1369 15M , 170 S50 940 IT 13020 1560p ISIBITO 2075 IS-4-(160-) PRECAST 418 366 607 1 765 a 9641 1143y 1327 425 • 460 78D p 1159 14151 1653pq IU7pq 14'-O'(168' PRECAST 394 W Cto 560 in 724 ITT, 619 IVA 1220 410 425 717 ION Dol t3Un 156E ITT, 1607 14'-B-(176") PRESTRESSED 239 J34 ego c72 f8 97e fu1 246 m 10 1303 151e 1734 as 15'-4-(1841 PRESTRESSED 224 3" 27 76! 911 1054 230 III tox 124 1460 1663 17'-4'(2081 PRESTRESSED let 2N 521 Wahl 755 873 1D2 306 740 IDDS 1271, 1473 19'-4'(2321 PRESTRESSED 162 229 40 547 647 747 Iif 763 1295 623 111E TOSS 1127 21'-4-(256-) PRESTRESSED 142 iD4 193 455 , 5ta 655 147 2.1E 537 Y21 905 104e 22'-0'(2641 PRESTRESSED l37 p 771 462 SttNo SIJ G56 24'-D'(288-) PRESTRESSED 124 179 342 41{ n 124 20I 455 i0! 757 878 U) 1HF;44 "PARENTIM ARE PERCENT REDUCTIONS FOR GRADE 40 7 E GENERAL NOTE NO. 4 ON SHEET 3 OF 3. G'•' CEN PIIODUCr RUV790D O A' • * lluq°d!pj 1A 11»149Nd9 ACOfp1 : p• aTE Fla . CRAIGPARRINO No / e119ea41oea'stL /G tt c7 R 1 j SEFfNER. FL33504S'•.....• r 61&4 f R. P.E. LTC. N0.44758 444 n u 41.4 Imo • CAST—CRETE 8" LINTEL FABRICATION DETAILS f12 WEI OMM-14 I Wa 16 r3AC 14Lm1, 7L - na. 60. 447% SC13C 110T 40 SOMx 911f; Ot/01/11 NCL9D n: U16 r7rlxo, rt - tCO. 60. 1173t 011R011 9a 101 SY4U 2 of 7 SAFE GRAVITY LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS 1) FIEE NUMBERS LD / RINEBAR PARENTHESIS ARE SEE NOTEN T REDUCTIONS FOR GRADE 40 GENERAL NOTES 1) k.W.1s: 12) L1n W1 .1« 1WIl Wy neldua •1 lL «da M .muW. ra a' pr.c.0 PNd . 4D00 pit n dJ Wy 91r.9oq. r. a.b.nN SAM - 6000 Pit 13) IV .W.. I— N W. lied kd to akd•r —,,w m sit J v0 rrn.N J000 W .{h maaLnn 3/0 Wh .Nlyal. . ce.0.,) N st— .Ppr d in oc—d— th ASIU C-420 se .Wr rW..4 o.Lq. Is .swop r.Ra ON) p•t AM CPO Alh lnmbwm nl lea Ouw-'. - • 1900 ps1 14) U.kb Iw• d caNW.ady NU veAaJ (Smdr « .ODQ a• 1w1..IJ fl.lual) W W AM A515 trso. 90 b.d.. oe d W 1. Ua e.mine/ lo>tb1P .n0 IA. I.I.tq'q— aaUniq dnnd ppeer AS 1 A419 Craft 270 In rel Glo tar Pu ASIU C770 Sn. u or S AppMl r.rL'cJ k.d Ippfsd hriaWl We I,0 2) AN sek Teed Is110 Wd so MVM— 4 iiih nrrdnd esd.M• Sd. —*.i bsd '4 S.I. hvu..W b.4 i F%,,%D; Sit. loibF for Wit202Obl kqm OW9 Coos N 15) For ampWt. GU hard, Ad fibs". w Idm licit li m ml k.sr 1419N --WM 6 1/2 bona• 16) For Wit k'4W W a _" .1, sere Id k_ m1 b q.d Ivyh Cwa 3) R.N. lug suds bW W he" )9.IL 11) Sr. k.d. 410 ww p.d awou. k,O 4) TM —W 1. p—Oviors MI.L. Us PIM rA rd. U. for 10) $41...Wr 1.a.d .n .Gnd .alr wlt:. p. AO WO .d ACI 3L V.d. 40 So W . rar. F:im31.c T-i' Ua1d LF32-I9 ,.1. yyn"r Sad - 9472 Wf n) AIQar1 bIW bW iy.d11 cr1 b. &W," br ms bi n.r y p."6 g Wdlood Iri 1..1C9.a 9472 Ew) • 5w p0 .e 4-al c.rcr.e C—M 1.1+ (FUU) .bws Ur wd. or mw hd-: 5) A0 pats mol . mw V330 Celli-"L F317adtm Fiettreat aA.111p. 9F0 n -r . W k-W 1o..0 r —4, t I emetlb. Us. is WWI to c fr— m.elq W 11.1do "A.9 Cde S.ka 16oul a applimbw 0) S1.rs Rae• L•dds as re4C.e6 7) ON 17 reA, may b. oL.Warl I. too %5 .b— e) Ind bttss/NadO " •1 grrW -it —* A0h U..01111mi eel%r A'=d dor9s JL P) h d.;j— .q ra.l. a.e«Lrs41 1•sN Inm D• .1. 1.0• tw" by oW,Uq 0. aml.wr -" l-T d rN d...1 4-QM ham Us. to's .r .app 1. 10) NA - NJ Rill 11) 9rU•m &W .add r.1. t. W I.Ntd .l Ih. Main d tN Fad car97. 1/2' CLR TP " SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 44 sr4— SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6RF6-17 M11-21' MIa1T e1tFIO-21 ORFi4-IT 60F14-21 6RFIe-11 6RF10- e6722-11 d1122-2T eRE71-17 6Rr26-21 ORF]0-ll MF30-2I h'-4"• (52') PRECAST W5 156e 2392 3050 3751 4445 5140 905 1666 2362 MSG 3731 4445 314D h'-6- (54' PRECAST e67 1604 2272 2939 3W7 4275 4943 057 lW4 2272 2339 31507 4275 4943 5'-8- (68-) PRECAST 67S 12 . 1797 2321 2BS4 33e2 3911 e75 1219 1 1797 2320 2051 3362 3911 10-(70') PRECAST t74P0 27591 27)] J766v 2799233nml2D71745225! 277] 3200 2799 6-B (BO) PRECAST 29 1530 198D i 1530 19W 332976" (80) PRECAST 5" 742 r 1364 1755 29666fe13641795W2879j329OW2P9e9'-8- 116') PRECAST Site ee4 1222 21W r] 95 5W 1072 13H 2311 1) THE NUMBERS IN PARENTHESIS ME PERCENT REDUCTANS FOR CRADE 40 FIELD ADDED REM. SEE GENERAL NOTE NO. 4 TYPE DESIGNATION r r - num 1tl04 mo / u - N61IIE11 BF12 BF16 I QAy7111T OF is REBAN AT 1 wrmy Or WEL w+TF EEM ' 8F16-1B/IT1 X0,6MAl taD.J Lr1WN1i 0, mum Imm J fmw AT TO? k.fi1 fir SEE SAFE LAIEIUL LOAD AffiLS FOR LOAD RA11NG Bf32 EiF2B ."M..' tee. FOR EACII ADDITIONAL REINFORCED CUU (RCMU) 4G 8N BULL COURSE PRODIICTRENr WED I5 REBAR w Pl7irrs.Nth lhi Fllidd 9-na;ny CoOa O.fi)t) 10 or GR60 Acwparrae No- 0 2 • o; if Eapl iron Wu p. T Of M e/onOro C { O. E NA1 FS REM AT IOP 1-1/2' OUA C'POU7 TIONAl It0770L REU7p1M ACIINL piummo wS)UNIEL 9RDULIAL WDIM CRAIGPARRINO 6324 CH 579 G,. SEFFNER.FL 33584 PRonucr' Tiv snu aTimimple0jteiU. the I'bvide UmldinyO.J, Ampr. ne. N, 14. BvIwlpn uww `s •GZ N[ tf 21 ];I•\•ri'1 AltalC il•I,t.ta; .. ,RETE 8" LINTEL FABRICATION DETAILS BET: ' • 1 FtTFriTT•7i L g LBinFlsa9QTiCr4ail{` t•T c nlam".I9:R:2aA{9r T ,s7 r T v, M-Ik, i 17 Alrn ra>••aw1.15 I:YIYYiG •. •. .. \, .. 1 ' 11 d9ItF>i.fy71><TilCiFl` 4 iZYLllfil ri FTR a•n MIAMI-DARE 111Ab1I-DADS COUNTY PRODUCT CONTROL SECTIONDFPARTDIENTOFREGULATORYANDECONOil1ICRESOURCES (RER) 11805 SW 26 Street, Room 208BOARDANDCODEADMEWSTRATIONDIVISIONMiami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 11Awry minmldnde nov/cconomy 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 JurisdictionAHJ). 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 materialfailstomeettherequiremeritsoftheapplicablebuildingcode. This product is approved as described herein, and has been designed to comply with the High Velocity HurricaneZoneoftheFloridaBuildingCode. DESCRIPTION: ( Cast -Crete) 411, 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 Parritro, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., oil August 19, 2014, all bearing theMiami -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. RE,ENEWAL 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 withanysectionofthisNOAshallbecauseforterminationandremovalofNOA. 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 shallbedoneinitsentirety. 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 tf 13-0321.07 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, Y.E., M.S. MOM/I MIAMI DADE COUNTY v _ - // :: _ NOA No. 14-0903.03 r ' Expiration Date: 09/11/2018 t Uri% Z o ¢ Approval Date: 10/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 003-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheel I of 1, prepared by Craig Parrino, P.E., dated 11ar•ch 24, 2003 (md Drawing rVo. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated rllarch 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.F.. B. TESTS 1. Testreporl on flentral testing on 4", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTAd E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hannon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared bl, Craig Parrino, P.E., signed and sealed blj 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 Syslenn Manual for Cast -Crete ,1lachine Alade Precast Lintels revised on klay 1, 2002. 2. Cast -Crete Qualih, System Manual for• Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing Alo. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated dlarch 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 ilfarch 24, 2003, last revision dated ,btarch 11, 2008. B. TESTS 1. Noire. C. CALCULATIONS 1. drone. D. QUALITY ASSURANCE 1. By Hianni-Dade County Building Code Compliance C! ice. E. MATERIAL CERTIFICATIONS 1. None. Hc16y- A. Malmr, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Al)proval Date: 10/09/2014 E-1 Cast -Crete USA, Iue. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 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., doled dfarch 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 o1*3, prepared by Craig Parrino, P.E., dated kfeir ch 24, 2003, last revision dated rllarch l 1, 2008, all signed and sealed by Craig Parrino, P. E., oil Alarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. Norre. D. QUALITY ASSURANCE By iViami-Dade County Department of Permitting, Envirormrent, and Regulatory,4fairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-an Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Coda, 2010 Edition. d. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. No le. B. TEST'S 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. By Afiamri-Dade County Depa rtmenl of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. klatiny A. Pylakar, P.E., M.S. Product Control Unit Supervisor NOA No. I4-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing Alo. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, prepared by Craig Parrino, P. E., dated klar•ch 24, 2003 and Drawing Alo. 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 scaled by Craig Parrino, P.E., on Ilugust 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculalions for Cast-Crele Lintels, (bled 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 hlianri-Dade Couno, Department of Regulator7, mid Economic Resources (RF,R). E. MATERIAL CERTIFICATIONS 1, None. C. OTHER 1. Letter fr•orn Cast -Crete USA, Inc., dated /Iugust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Fact 1al ar, P.C., ir1.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E - 3 AST RETEo HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE "a' TYPE "A" STIRF i. I10 r0' Li v a D rllnii tla1 I a103Uaiva 4" SOLID LINTEL DATA TABLE li1:L•]I:1ic77 IIIIII sTtarvr erri.ut!.r eTi lfll2,Li1 l nelrl[2aSL':'.r 5" PRECAST U-LINTEL DATA TABLE iF1Faigm""l dai.116 MNM3ZffM MgMMEZMUM1c[ttar2>11SrJ F7tI1:Jl1QSi©ao E3a p®[211LJ rSd'i r11S7<R7rlCiir!a! nQsarrnrrtst.m .t.rarvt>-m'mr ava s:era•:sss>•ru.atarvtmm[>atarz.o r t>trm>,s:_..n:rse r' r^;r sattev rravr><snslFaru_U:.FFt$rv erasaFsevri o1 nrn nrta::_arter m rs o rr9c sn n rat ^.usta traa,tL:. rtgvtte. r tanrtst rra s tuarreu4n ffiMaoMe• o 12" PRECAST U-LINTEL DATA TABLE 13®0MA® mmmEmmCuO MC]rffl"Muiarra.LL_l13MMUZE71 rmaand0 M"UnE Lara s^ evML err no enRturu[ nniv®[iW+i to avanrtnruar Dinar oe9De•;o rranralr raturtoem tnao Q$ w rkJlLltw pC•`O mrtrF rrae r,t+w.i F°Frp©ro rmwr.x m"r C ir Dmra 67C r•RumngmO 90 agaFLLL" tLznm lJmCLDClum 12" PRECAST W/ 2" RECESS DDOR U-LINT I DATA TABLE rlOt ItO1— DfO,--H IS I "1 — 1-0 ArrtD.u. n E MIMCD ti COII OMI Un IM CMMT .I RURODOCIO OR DIfiWVt[0 lTrllDVT " III= AmtM Maw—f-CRTt u.% m 1. 1MOOM.IE S"m wm fittl m' . M) 11 OC "a...— - Wt N MN A... L MOM R T.lLL MOM OF .MR M MUM Att 0O 118 SU M Le.M= SiTnxt,pn r...... IL Ia ILL . Dlu Alo 11 MCD ISM mu Do DI TMI "rwt" CAM m a M - "L OF MUSTIOIMT. r.. 5.0. M TO.. — U Owt tMM ... IXaI at tpp.ttDr UK I.RCAm. llDat RIME S.. enaT MM t .[ WT ......R O TO.t IWtm rttll c.Ct t SMSV. Ft U aL W . A". II M YMTOJ IJTa RWIIO FM TOIL. EN O. 43 liPOF: p,/•< v CRAIGPARRWO 7{, } OR 1.•snlpWG lbmcc 6324CR579CD mf" 0.\ , S,70NALE;.•` 4e4 fLELP.ESFFNEfOai35 D,u PRECAST_ AND PRESTRESSED LINTEL DETAILS Fll! NA12 OISOM-f1 DfAYII V: 1OHAII u71ADD e•.l r. AS SNDYN uic /D{ urea® rt: CRAt rumor, rt. UME rout 5i5i GENERAL NOTES 1) Yot,rH: c 4' r•md rite - 3000 W re ;12'raved Add - 6070 pL rc .g7rek* e.rcnl. mm•nry udlra,(CYlB per ASIY qD ohmNnrn n:l r.wr paA MATAd5eCUUWaclIi mats per ASM C270 9P• u a, S 2) Al al• %W tome .aed ar ft%W m 4 ikh w.; d12W .4 Imring. LasfrzP' mM E~irdcedd y 2 0bW,vi4 ICCIP bryI- V. a 1R land. 3) P-id. M .Ave Cold atl Ifcad ).VAL 4) Th. rumba fa =hab beta'- Cho percent reducfi.n Iv g,Ne 4D red added nbv. Lcamou ./ 14%Wad # 1424 (`.Ii)a=y1221 pit 142epa 5) AS Mltd, nsd v .,ued t/300 del r.!, Ae,tl- Iidd type 6F8 t 12F1 17-4' • bntu b ar acted l/1W ddlclilw4 U-. b dn:ts dbcoCArm,,Ivq the noddy 9.05ag Cod, S.U.r 1604.11 .a ppacaf:M. a) Sly. Bled Intl. as ,.".ed. 7) 4' said U b to tr Imldled ./ 4• lmembn b,iMM Cod e' d..nk. , V-1. d) Ind Ialln/OII CM.n1 .1 rite mud -of dN Uu vdaw"d an0 v Wuchrd doc-ad& T) Th. dc*w may s,alat. alcud,atl bads fmm w se. bad tphw by clm" q ur rtwi.aan -bUr-g m.meat .tl .Tear d d-a-7 tmm IN 1= . 1 ..apart. 10) KA. - Yr Rdcd 11) tldl r.W a.d.d reha 4 1. W .td a N Idtmn a1 the tnW c.*. TYPF OFCIGNATION fr r . n,u I a°Mrcuad,rm rmr° 121` 16-213/2T aa, L -HT to C0 -0= ma ff nalld p) caret a s• 1eaa5 l+) aw®,a s' ualu 111 5 - ACTUAL l°an'sQa ro.. a1 12- NOUNAL TADTH 12) duns d:- Ufleb asto dkw'a d v •w rwun I.n ..tuK, a u..on 13) Th. atdv R.la. of inlde Wdkd i, od4A.r conant mastjy .eOs dd t- cacup . f .bcm oota.a in am,do.c. •U1 AM o-220w V. opp,a d .a.Yny 14) Urdd, W dedM d-ld loud) llyuW..4 d-WMd! Inwx.h tn•N M Appfid wr6al bad + AAWd hnitontd loans 1A U. -U.1 land S.C. I.Rladd l.d 15) for o tordt M1, 1 Mthb ad stem a sak bod ham and Woo hdit ,ham 16) For 6nte k.Vh, et dam Ls. ,af. bad fna nod laged kno s1- 17) SU. I.am .,..upcMposcd ab.dl. beds 18) sato bads ha.d .. mliaml design .n.y.1. p.r AO 530 M AG 3111, 12) Addgr,il let al I.od opc :ty nN M .h1.Lud by the d.i' byp MM edHw.al enl.md -.drno o sury ura. (KNA ahoy. Cho &M.1. Su at.lch Mo.: F'm=1500psi SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL RE1Nr RCEODCMU (RCMU) FULL CO I/ 2' CLR IYP 1) j5 REBAR FOR 6' LPREIS 2) +5 REPAR FOR 12' LINTELS CR40 or GR60 w' SAFE LOADS FOR 4" SOLIDLINTELS lc rn -•n GRAVITY TYPE LENGTH 4S8 Y-6' (42 PRECAST 1180 4'- 0' (48' PRECAST 959 4'- B' (54-) PRECAST 789 5'- 10' (70") PRECAST 460 6'- 6- (78' PRECAST 360 7'- 6' (90' PRECAST 260 9'- 4' (1121 PRECAST 156 10'- 6-(126 PRECAST 116 12U8 Cast-Ca•n UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6- ( 42-) PRECAST 687 371 4'-0- (48') PRECAST 597 320 4'-6" (541 PRECAST 529 258 5'-10-(70' PRECAST 407 148 6'-6" (781 PRECAST 366 118 7'-6- (901 PRECAST 280 87 9'-4" (112") PRECAST 187 55 10'-6'(126-) PRECAST 152 43 12FB 12F12 121`16 6U8 6F8 6F12 6F16 P. 4S8 ; I :L. G 'y L• g 12F28 121724 12F20 PRODUCE lawlsHn i i; •p ; ST T ' } - 1 luld .P C.I. c)uFIw41a F 14• o Acwytnca Ptu p S /.'1 7.CRAIGPARRINO B InhunUac A OR 10. 6324 CR 579 6F32 6F28 6F24 6F20 '•.,^/C.`'0 SE FL 335M n sr %..1 UC.N0.44756 MEMBER Of m.. CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES c 12 /4 Via. rlti N.wi: cissm 1. 0=Arm rt: mpA1 AaduO wu t+3s vvv `.irii At out: s/2./w cxtut0 rt: c Ave rAwng, rt. - TtO. hro. 4ux wAAwE:na uult s1¢tt 1 of 3 SAFE GRAVITY LOADS FOR 0" PRFCACT 11.1 IMTFI a 4 __T4_ SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE W8 rill-IB 6F12-IS 6FI5-1S 6F20-18 6F24-18 6r28-1B 6F32-16 T-6' (421 PRECAST 2332 2675 3892 5050 6148 7227 8297 9357 4'-0' (48') PRECAST 2025 2313 3892 5D50 6148 7227 8297 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 Y-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (78' PRECAST 949 1078 1831 M50 4325 6737 8297 9357 7'-6- (90' PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4- (112 PRECAST 584 660 1056 1523 2084 2795 3731 017 10'-6'(126' PRECAST 503 566 895 127D 1706 22.36 2898 3747 11'-4-(136') PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-D'(l441 PRECAST 425 477 744 1042 1377 1769 2238 2808 IY-4'(ISol PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0-(1681 PRECAST 351 392 605 035 1087 1373 1703 208T 17'-4'(2081 PRECAST N.R. 299 455 620 794 985 1196 1437 0) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS TOR GRADE 40 FaD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS CAD An DDCrACr 1L, 4uTcl c SAFE LOAD PLF LENGTH TMPE 6U8 6F8 RCMU 3'-6' (42' PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-6- (54') PRECAST 416 609 344 5'-10'(70' PRECAST 300 350 198 V-6' (78-) PRECAST 263 496 157 7'-6- (90-) PRECAST 222 367 116 9'-4- (112' PRECAST 173 352 74 10'-6-(126-) PRECAST 151 276 58 11'-4-(136-) PRECAST 139 311 49 12'-0-(144') PRECAST 131 277 44 13'-4-(160') PRECAST 117 223 35 14'-0-(168') PRECAST 32 17'-4'(208) PRESTRESSED1 q 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6- PRFrAgT 11.1 IUTrl a C SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TMPE 6F8-IT 6f12-1T 6F16-1i 6F20-IT 6F24-IT 6F28-IT 6F32-IT 3'-6- (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 V-6- (54-) PRECAST 1083 1592 2084 2577 3069 3562 4055 5'- TO- (70-) PRECAST 831 1222 16M 1979 2357 j 2736 3114 6'-6' (781 PRECAST 723 1097 143711 1777 2117 2457 2797 7'-G- (90-) PRECAST 648 8831,1 1249 15441,1 840. 213514 2431 9'-4- (1121 PRECAST 575 571m 980 1252 1492 1732 1972 nd 10'-6'(1261 PRECAST 514 4621a 787D 1121 1336P 1551 1766 11'-4'(136-) PRECAST 474 1. 685 985 1213 1442 1645 12'-0'(144') PRECAST 454 1, 367N1 619 888 j 1093 1299 1506 IS'-4-(160-) PRECAST 402 308 Stfi 736 906 1076 1247 IE 14'-0-1(168 PRECAST 368 265 475 677 832 989 1145 fi-4'(208' PRECAST 253 208 338 476 585 693 803 11) IME NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 PA G • •ENS O%' ' 44 PRODUCTft1SV1y9D LWlwumro"-d 11n 11N Florida T ,IF1y PAPIM1v-O S.o7 Rjbr•': CRAIGPARRINO Br1 4 Z'IP SEE GENERAL NOTES -SHEET 1 OF 3 I , , ER FL 4 CR579 M1 Um • '. unn44'`' FLEP. E.UC.h0.44756 REVISIONm CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES ALISFIECHEMV610NARC R1RE: cavD ;ll Dun n: 1O111R AK WD SCWL• 11.14 1CRECCEDFf. CWC PLUM Il. - FIG. NO. 441S1 1 DItAY1RG:tm, U/612 SHEET 2 Of 3 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4-4—" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 12U8 121D-3 12F12-28 12FIS-26 IZF20-20 IM41-2E 12F2E-26 12F32-28 S-6- (421 PRECAST 3428 50D0 5838 7619 9352 11060 12755 14438 4'-0' (48' PRECAST 2923 4232 SB38 7619 9352 11060 12755 14438 4'-6' (54') PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'- TO- (701 PRECAST 1612 2320 3218 5234 8487 11060 12755 1443t(, 6'-6' (781 PRECAST 1383 1986 2679 4196 6421 IOD32 12755 144 7'-6- (901 PRECAST 1138 1628 2131 3218 4676 6756 9763 10524, 9'-4- (112' PRECAST 795 1216 1535 223D 3083 4167 5593 75521 10'-6-(1261 PRECAST 614 1043 1295 1853 2516 3323 4334 5632 ll'-4-(136) PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0 (144') PRECAST 455 878 1073 1513 2020 2817 3333 4206 13'-4-(160') PRECAST 359 767 926 1 1294 1709 2188 2743 34091 14--0-(1681 PRECAST 321 720 865 1204 ISM2017 2451 3106E 17'-4' (208') PRECAST N.R. 451 D 631,j 88114 11411 1428E„ 1750E- 2102 C (2321 PRECAST N.R. 3431, 477 Aj 700 P 925 j 1152,J i380.j 1609 U) THE KVADEFS W PAREM SIS ARE KPICEW OEBJCMS FOIL CIM 40 FIELD ADDED REM SEE CENUA 801E IS. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U•LINTELS 4--4—" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12RUS 12RF6-28l2RFw- 12RFu- 12F616- 1nM- I"- IZW30-21 4'-4- (521 PRECAST 25M 2942 5468 7564 9640 11669 13679 15679 4'-6- (54-) PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-8' (68 PRECAST 1347 1841 3555 6395 9610 11669 13679 1567 5'-10-(70-) PRECAST 1259 1758 3361 5954 9358 11669 13679 15571.6 6'-8' (801 PRECAST 924 1430 2633 4415 6884 10354 12573 1480Q 7'-6- (90') PRECAST 703 1203 2157 3494 5259 1 79220 9623E 1132,- 9'-8- (116' PRECAST 389 84) 1451 2157 3203 4427D 5417E 6380E 1) THE NU)SEIS IN PARENTIM AM U 0 R[0.1MM FOX CIWX 40 FIELD AM REBAIL SEE CU47tAL NOIE N0. 4 SAFE LATERAL LOADS FflR 11- POFI:AQT IIJ IIJTFI Q 4-4- SAFE LOAD PLF LENGTH TYPE 12U8 12FB RCMU 3'-6- (42' PRECAST 1295 4841 393 11. 4'-0- (481 PRECAST 1295 4841 299 4'-6- (541 PRECAST 1049 3922 2417 5'-10-(70-) PRECAST 681 2547 155 6'-6- (78-) PRECAST 579 2167 12341,4 T-6' (90-) PRECAST 474 1771 914 9'-4' (I12 PRECAST 355 1326 580, 10'-6-(126 PRECAST 306 1143 45%p 11'-4-(1361 PRECAST 278 1 1041 38 12'-0' (144-) PRECAST 260 971 34 13'-4' (1601 PRECAST 229 857 278 14'-0-(1681 PRECAST 216 809 2510 17'-4- (2081 PRESTRESSED N.R. 633 16203 19'-4'(232') PRESTRESSED N.R. 534 130 XL VCRCJVIL .- IP 4'-4- (521 PRECAST 4'-6'. (54) PRECAST 5'-8' (681 PRECAST 5'-10"(701 PRECAST 6'-8' (801 PRECAST 7'-6- (901 PRECAST 9'-8' (116') PRECAST PLF SAFE UPLIFT LOADS FOR 12" PRECAST U•LINTELS 4wa1t4— SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12FO-21 MIMI 12FI6-2T 12F20-21 12F24-IT 12F28-2t 1202-27 S -6- (421 PRECAST 2752 4287 5613 6935 8264 9589 10915 4'-0' (48') PRECAST 23M 3721 4872 6023 7174 B325 9477 4'-6' (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10-(70') PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (78') PRECAST 2972 3675 4378 5081 5784 1'-6' (90) PRECAST 1161, 258 , 3194 3806D, 4417 50289'-4- 112') PRECAST K14442269, 11712006 259DL 3087 35B30 407910'-6'(1261 PRECAST 947 1612 22812764 3209V 365311'-4-(1361 PRECAST 829 1404,41982 2441 2902 3364 12'-0-(144-) PRECAST 814 753 12690 1788 2201u4 2616w 3032 13'-4-(160') PRECAST 678 633 1057 14851 1B26 2169 2513 14'-0'(168-) PRECAST 622 5861 974 13650 16790119930 2309 17'-4'(208') PRECAST 434 p, 427 695, 964 1182 1402, 1623 19'-4'(232')PRECAST 366 4 370 593 817D 1002 1187 13720 to) FRL IIOROI.F6 IY PMDMFE56 ARE ruEEm REOUCImis TOR COX 40 FELD ADDED IIE ML SEE CENUM ROTE 1m 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 6WI-t. I SAFE LOAD - POUNDS PER LINEAR FOOT 2RF6I RCMU I I LENGT r I 12"2f I12Rft0 21It2AFN-2IIt2RTt8- 3692 258; 4'-4- (52') PRECAST 1626 1 2685 13746 48D6 3458 2417 4'-6- (541 PRECAST 1558 2582 3602 4623 2236 1650, 5'-8- (6n PRECAST 1210 2D42 2850 365E 2129 155 5'-10-(70-) PRECAST 1173 1984 2769 3553 1716 1170 6'-8- (80-) PRECAST 1020, 1533 2426 3114 1438 914, 7'-6' (90' PRECAST 9040 1226 2163 2776 1011 5 9'' 8;-8- (116-) PRECAST 7031, 771 In 1472. 2181 RJunz 1N rMRRD05s Art PERCEM REoucDONS ron ENS ' 40 FIELD ADDED REM SEE CUMAL NOTE ND. 4 447 PRODUI.-r itrvISCn n di.%CnR Wilk Iho IluriJaPFAdigyl'oG E F/ L, A»ImFc Ro 0 0 o CRAIG PARKING ) ' OR1b GC; 6B24CA579 t'i J'/p '1. SEfFNEF1.A 33580 M:mnlnme SEE GENERAL NOTES — SHEET 1 OF 3 AAA4„EE,•4 FL. P.EILTE.b10./78756 NO BY REVISION v o MEMBCR Or . ma-CAST-CRETE 4" 6" & 12" LINTEL SAFE LOAD TABLES 1 1 *, i FILE X.WC orsUE7-14 DRAWN IFY: JDNAN AIIIUD SULL• ILT.S. y/,- ouE` 3/24/03 CHIDRO In ISWD PUM P1. - IM NO. 40x DRAMC:NM LTMII SREEI 3 or 3 M IAM I-DADE MIAMI-DADE COUNTY 1Z 111 W PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miarni, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.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 -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" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel. Fabrication Details", sheets l 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 Parritro, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Renewal 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 renews NOA /114-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E- 5 as well as approval document mentioned above. The submitted documentation was reviewed by H Imy A. Makar, P.E., M.S. Q NOA No. 16-0126.03 MIAM 12 COUNTY Expiration Date: 05/21/2017 Approval Date: 04/28/2016 o4/ Z$ZoJ j Pagel Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, filled "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. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 0610 719 7, revision #4 dated 04128198, sheet 1 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. flamon, 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 11/11/96, 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 #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report 020-8345 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 1t84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report 458-A66332 dated 01/28/96 for 94 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report 484-M20749 dated 04/05/96 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for 44 rebar by Birmingham: Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Co p. ny A. Makar, P.E., M.S. Produc ontrol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED H. Mill Certified Inspection Report #84-M20749 dated 04105196for #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 401-0209.03 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 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets 1 & 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 ASTM E-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 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. w ny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 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, filled "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 June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Iligh 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 Afiami-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 vith the Florida Building Code, 2014 Edition. He A, Makar, P.E., M.S. Product Con(eol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. 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. 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. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E - 5 t.. AST-RETE HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS c• xx`''£ ;, .., > . ,'*• a ,. ;;"a .tom PRODUCr RBNEWED I LOInr47Tn1,111A IA. I'lordl Bdldhq C,Idf ALfAp,allnl W/6_Q/ EAyI u0D nm; ' p in I cennaJ r PECAST N/ 2' REUSS DOOR wIbllf D• PRr{ YT -Nr1L R' PRCSIRTSSL U-IINfCI T: S2 A' S 0 B UPS_.. I STIRRUP DETAIL$ Ei STIRRUP TDETAILS seu"" u- 8" PRESTRESSED U-LINTEL DATA TABLE LINE I-Dor VC(YS LI11 STAGNO nM TOI4 0.134 U2 S 7 S U 4 -R 4 O - I I S -4" 0.140 007 3 D 2 I R- 4 0 3- 17 - 4 0.151 I31 7 3 7 32 DAR 17 -2 4 0 3'-\- R n - 4 0. 7R I R a -x 4 e —4- : 0 xl'- 4• o.u4 7D7 7 :DAD 17132 7/31 RAIL 21'-Y 50 3'-R 3/4• tO 22'- 0' 0.200 All x 7/ 32BAN21•-l0'DO3'7103/O 10 24•- V 0.210 Sus BAR 23'-Io' 3 0 4•-3 I/$" I0 8" PRECAST W/ 2" RECESS DOOR U-LINTEL DATA TABLE NIL [ RA 4- a-D a- 4 3-to r- o' •-r I I QMWN9"_Im.'1' 4 aFiC67i N"11 I E vim+®im am KlimrrM:an nv avaro KMZWU- T•LTa f.knIFI4lL lI:11'P....t/ A0 i1C11 11'a12fil1:.17frIFM ii030 rdturusr: rennrr e[yr o 7 r.. mI .• Da NINE. NAnu nrf • A• uuA.ra. 3 • L.. W.." Lmlu RI.:n L11tT rl Rr',NfORfnNO CAC[ IARRIG ipN YODL 4' M .tu.0 LMILf 0/ 7 nr • Am ,...n nn •r NraRw II r r1 r1 r r, r• tRFSTRC CO LNI CL RCINFORGINO tA[C IARR CATION 11006 PRECAST U-LINTEL DATA TABLE R{ 7`.rcr 7 eff T3 R41rvTrE I:a7rEnR3lrYfr. nr7 m LR: I•L'J mil'/J I.u't.'i'C f9 TG Emm 11=1Ff IT+.fS ECMULv r- r-M K"R Q0 IKULy.MMiQ i tiaEEE'n'vE)ti/(JO mi NEME D F$3iC L1t•1 1 MEN r rtmo rc ro®rr$saamo o vn1mQ F1 ffEK= Jl 7C1rE7C7i0 IR s PRarRD7ARr aroINAtRIN 13 PROVIDED FOR PROWCT MMOPAL. IT n PROIECICO RT COMNOfi IAIn AN0 PAHmor BE REPRODUCIO OR OISTRIOUIRD TINOUT iNC uoR NR1T1W CORHNT OF CASI-C¢IE 1" INe f3ff 97i11;7#+9>trif xI:IIX! 1. KINIORC0,0 STEIL•. 7/12 la ASIN A3101 N, 14, O. MIT, INS TOM NVNICR Or 311RAVP1 ANO F3 RLOAR OWE SO ASIN ASU. 7/I8 N1Cr1 RLOIAl w I1 COUNIEO VARIINO FROM EACH ammucR 170DRI LOW -RC" -Alm "WRESSINO CND Of 711E 11011VICDDm CADRE. 1`01 [iA m MIAND ASTN MIS. 3. WNCRETC SIAENOnd: f.. 9000 PSI FOR co. Ds STIRRUP) . 4. TNDI THE I• 11WOUVIO CAGE NOOEL MIDN0 L 511MUPS NRSIK33LO LINIEUI f. • aoPo Pfl ran ALL PION FACE 00 NUCAST 11IN71 MUM R. 24 POUNDS Or POLIrROMCME FIRE" ru Q• To. or M=Cf[ MAY K U31D DI Lit - a wl" rK31Rns To= = 0.70 A rw OF rRESTKSKD LINTIL 3nNrOICINo CADE 4. IFIAVI ID n NCrIII PRisIIEs3Eo ms TO 1ESI31 UFI.IO AND HANDLING FORCES. ENS PRODUCr lUMSED f(/ u m.yllyi.N 1111110. F Md:I uw1+ NylcoDl 7t ATapin, f. No -0 03.o2 uvb 1a 0 0• E 0 = y7G CRAIG PARRINO e iC•0 : (k/` 6324CR579 Afr" u.d a'Lo UOf' FL. SEFFNER. L 335848 IOVALC` V, TAIL• CAST—CRETE 8" LINTEL FABRICATION DETAILS FILE NAVD o3su11-i4 m ml m aw 7m x% Pt. - uC, m 14r3R xAte Not 10 3rA11 oAv, D... MCKID m CUM PARAT:o. r.L - ¢a. IM 4USS I ORAWM lb. IN SEEET I Of 3 I SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4wst1414-41" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH RRUS 8Ri6-08 BRFID-0B 6RF14-00 MIS-09 9.ari o ams-on urm-DO 6RF6-111 MIO-le MI'14-10 BUIS-le VM-18 8N28-m MO-15 V-4` (52-) PREGIST 105 1749 3155 280 4340 5421 6493 7557 1891 36S9 52D6 6wil Soso 9479 1OB93 4'-G' (54') PRECAST 1M194 1525 3053 2992 3906 4946 5924 6904 1755 3699 5206 6539 8080 9479 10593 5'-8' (68) PRECAST 866 920 1710 1715 2277 2539 3402 3966 1107 2451 4557 6389 8 7217a 93u 5'- 10"(70") PRECAST 810 e59 1633 1600 2124 2649 3174 3700 110J1 2342 4242 8619 8060 7402, 87011a 6'-8" ( d0) PRECAST 797 Sol 1875 3120 5048 7747 11448 7360 901 1825 3120 5048 7915 9479 108 T-6- ( 901 PRECAST 669 755 149D 2459 3775 5743 7231 5623 755 1420 2459 3776 5743 899 . 1089 V-D" ( 116' PRECAST 411 465 999 1568 2253 3129 4091 4 3145 526 099 1688 2253 3129 FS-0 891 SAFE LATERAL LOADS FOR Aa' DRECAST, ut 9" RFCFSA nnno I INTFI S m vF""'''•'' 9SAFELOAD PLF LENGTH TYPE 8RU6 8RF6 RC, 4'-4- ( 52-) PRECAST 758 757 1164 4'-6- ( 54-) PRECAST 694 693 1073 5'-8- ( 68-) PRECAST 408 407 655 5'-10'( 70") PRECAST 382 381 616 6'-8- ( BO-) PRLCAST 595 788 464 7'-6( 901 PRECAST 509 674 363 9'-B' ( 116') PRECAST 370 490 214 d) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 ' SEE GENERAL NOTE 18 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 GENERAL NOTES I) Ll kdefa 12) Mists as nadaclwd ,i9, 5-1/Y 6" rnlmu Of lied ends to coa.date c 5' paad fetal ..000 Pd nNal ca mwrdep ,d geeaay. re pra• reae4 io1.i - 6m Iil Y d i medoum ,/9 Wh an. .1. 13) IN we. ..i— d rukb Imimi b aster aae e10 m. b .w hoed a ewCe9 el st a gp6d ;, O—d ee L A910 26 a .Pv Nlrmd weG? ol. ,e•e.r7 va7. 47M p ASN 090 P, m4Yn.m r.l ra m, ptm,M W 11w pd rew nr Asa Ail? re 60 11) UoMio Iede1 rmV•we,dr 'b veN.el ((Iwr 11yy r a aM IrNrJr (totem) 1.e/ s el..Aa b J.c1d A. U a.J'rd lad.g .DL llw F.9o.lN gwliue prulnir9 0ASTRA416Grde270InraW.G. twat perASaI C70 Tye R er 9 AppFAd aerial h.l A779d hoh." h.. do Ird i S 1.0 2) 11 . 1. WWas bed red m,rrem 4 4" mrtNd IsWin. Fuld Sole WA. k 6•dd type 6U5 .ad MG —1 be 16.6 6 Nlyg 70R a Beaty I yth I. I.., lied 112 1,rTeh. v.tkd We bad—w W 15) lot affOtdta (bid UVA. al ,ena, w safe eeea Urn MI Ns. MIEN .Immm I6) f. r 6ekt length, W ,be4 .1. er. lea U.m nett "e4 length Wen. 3) Dodd. 10 our W r heed )6'dL 17) S.b b d.... wp.,Iaq a dbeA4 Wh 4) fr ft 0 IWO added Mar. dcafee pe poem rd toa Ir 15) Sole lead, based on ,.D.rd da/ge rays F.r M W .d AO 318 G-0,- 7'-6' Udd BF32-19 ask r e"".1ybe4 - 6472 Cy IS) ALLT,.1 bt"d Iwd eepeol, sea be aaW.d by M M,4ner e1 famag ./(load I5S u4uefc. 9 6472 C.ae) - WI 01 11ale-4 am,erel. rmwny We (It01t4 aea. Ua SAW. Sao RFICA b3aw. 5) b ONd,. MIA cued 3w doll ,% Eu97ota; Pn4Vav go IFS 17 -4' old bW -d. r --tool, I/ "L u. Use i, EmLY N cendlleu ant ' Oo Mole 8a9dnp Cole S. ei.. If04.3.1 as 5) Sty. Red Odd, as ltv;.c 7) On 11 molt may be A%IAuL"d fed In 15 rebars. 0 1m1 tlin/NuW .1kcd inwmast eW* .D3 Ua dnowrd al%r dncWd d__,L 1) Th. M.%., • N "W..aeuiroled b..e Inn u. W. lead loch by ue. 11 thewp LamN ad .- ruutiy mrrsd ohe atd-my I— Uw 10) 9A . Rd Rated ' 11) Dollars r f4 ddW',Aw I. M Is." d the h,AL.m .1 Ike iris aaail7• 1/2' CUR n SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS Civ16,a41ra SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 62F6-7r BRFB- 21 5MVIC-1 11IM-21 BRF14-116RF16- 17 6R174- 21 6RF16-ZI M22-7f NtF22-ZI 6RF76-1 ORF25-21 Vr3C-II 8RF30-21 4'-4' ( 52') PRECAST gas f653 2362 4059 3751 4445 5140 IDS I 2302 3058 3751 4445 5140 4'-6- (54') PRECAST 557 1904 2272 2939 3607 4275 4943 057 16D4 2272 2933 3607 4275 4943 5'-B" (681 PRECAST 675 1 1 1797 2325 2854 3382 3211 675 1269 1797 2326 2854 3352 3911 5'-10'(70' PRECAST M 1207 174$nll 2759 2773 H 3786 2199 fg 655 1233 1745 2259 2773 1 3286 2799 6'-d' (BO' rREGSr 570 Y29 1530 1080 a 2429 a 2871 , 3329 „ 570 I05D WO 193D 2429 2810 3329 J'-6` (90) PRECAST 506 7421, 1354 r 1765 2166(. 2567 2D68 505 898 1364 1765 2166 2567 2955 9'-8" (116' PRECAST 395 468( 554 1222, 1540 I859 Cleo 395 560 1072 1366 1701 2016 2331 d) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD AUDEO REBAR SEE GENERAL NOTE NO. 4 TYPE DESIGNATION TZ am r - DutS MW CRaDI / u - uwuuo a191101T Di IS •7649 AI eorrou of LIM WIT 8F16-1B/IT t xo axu Hon - I L aumm of 9 tmuxu ,Rcxl J a5rr Ar rot 05 I1 w AT TOP ilk (1) ROOD 1- 1/2' CLUA SEE SAFE LATERAL LOAD LABLES FOR LORD WING a UM EACH AOOGgNAL REINFORCED CUU (RCVS)) FULL COURSE PROIX)CrUNMED 15 REM DrL1.A c t h Uu }7eyed0 as GR60 No/ b-o12(, Nat rt . CAM LT m Jv 15 REM AT90TIOUOFIAOLI CAVITY eD17MI RL00d= 7-5 6' AC7191 rommo N IMI11 6' IOR9V1 ODIn Nm: s) PRODUCT imisOU v- "VIY ni lriwmaFh„ma Uuld'n,B Co, b t Aeerpta,mo CFWOPARRIJO FSEFNER. FL=64 z gIwli Fpnluyi i4 W"'.Z— bb ITi <14TWIiT T1ifT f7/ ITi1%G7FreT.fR9R>siIQ1i7:F1isL9lS•1 4fY[•1Y47 n aIs :Nxiwimmn, : red: < :- ""IR'' a r 'ilti'?+ l a alrr:r>, r: T n m t}yy zrceT i a1 e13inii'1yA41nT I:YiYY[ ' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONitDApplicationNo: I ` 3-:U -4 Documented Construction Value: Job Address: 2(e-+-+ Historic District: Yes No a Parcel ID: Residential [9/ Commercial Type of Work: New 13 Addition Alteration Repair Demo Change of Use Move Description of Work: 90it.c.VV-J' itu-\c, T2''5 r--0-- 1nrlc,cJ e f 06si e ss e - c (L I Plan Review Contact Person: Pfccns ` c-,n+ Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name ; lLt e_Cfi; 1(ev>r 6vi! Phone: Street: [ ' c- vin -' 1 Fax: ((0-4- 2ctG' f u City, State Zip: State License No.: 0-6L O 2-02 y Z Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application t`IOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Floride Date Owner/Agent is Personally Known to Me or Produced ID Type of I Signature of Contractor/Agent Date Print Co s Na Signature of No ary-state of Florida Date PAT SUSILE,, My COWSSION 9 FF 12050 tA•,= EXPIRES: August 25, 2018`f Banded rAn Nctary Puttlic Undo f Contractor/Agent is ' Personally Known to Me or tit Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[:] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application i507 State Road 52 123 Miller Road r 9701 Bachman Road Established 1973 iudson, FL 34669 Vatrico, FL 33594 . '•-. Orlando, FL 32824 v4v.Nv.RJKielty.comcar27-SM-5486 812-661-0707 407-855-2636 State License # CF-0O2C 342 R.J. KiELTY Page:10 1 Proposal No: 717-13526 PLUMBING • HEATING , COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite.',24 Model: Odyssey - 1412 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete in accordance wlth specifications below for the Sum of: $5,925.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. AD work to be completed in a workman like manner according to standard practices. Any alteration or deviatior from specifications below involving extra costs % ' executed only upon written orders, and wiD become an extra charge over and above the estimate. All agreements contingent upon strikes, ac , s or dela beyond our control. Owner to carry fire rmado, and other necessary insurance. Our workers are covered by workers compensatio '2-lance. ( fully AUTHORIZED SIGNATUR THIS PROPOSAL MAYBE WITHDRA N IF NOT ACCEPTED IN 30 D YS. We hereby submit specifications a mates for. hfaster Bath 1 Shower Starting Accord 60x34 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve I Toilet Gerber Maxwell21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath i Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated I Lav By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord f Icemaker Una With Recessed Box 1 Dishwasher Hook Up Utilities f Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Sackfilling Included For Sevier & Water Only (Slab Backfilling By Others) BackOow Prevenlers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sev+er Allowance; Additional $12 per fool 40' Water Allowance; Additional $3 per toot Applies to any direct contract between an owner contractor (RJK) - Nctice of Lien Lav+s - 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 a outlined above. I agree to pay reasonable attomeys fees court costs in the event of legal action. A monthly service charge of 1 1/2°lo will be added after 3 days. Any sewer taps deeper than 4 112 feet or requires backhoe or dewatering will be an extra charge. L SIGNED: tinL-A,-.k Y I l_1L1Q- DATE OF ACCEPTANCE 8 PAGE 2: T t Branch: Hudson d Lasr Edit By: Last Edit Date: 7/27/2017 CITY OF SANFORD BUILDING & FIRE PREVENTIONy PERMIT APPLICATION Application No: I -I Documented Construction Value: S 3O10 Job Address: ly I `' (' ( r C, Historic District: Yes No Parcel ED: Residential CommercialEl Type of Work: NewV4 Addition Alteration Repair Demo Change of Use Move Description of Work: KIL 2.1 >_ > I n !-J Yn,/) e a e i , t r .P Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name LPhone: p 1 Street: / ((p(' feei"l(A 13 Resident of property? rh'' ' City, State Zip: t( ( 1 ,f 3 '7 L D Contractor Information Name Phone: Street: e Dc, c)n `! lam Fax: City, State Zip: 1 A State License No.: 101 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 YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 OFCOMMENCEMENT. 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 constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Rc%ised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Print Owner/Agents Name Date Signature of Notary -State of Florida Date O1mer/Agent is Personally Known to Me or Produced IDType of ID 4 azure of Contractor/Agent Date s- wff- r:-bsjqc roc PnntContractor/Agent' s Name ZT.Anw J'(Aa Signature of Notary -State Of Florida Date o`jtr po@ PAMELA S TERNUS Commission # GG 110622 Expires Foi F% 9 6"4W nvu aKvype u9ury Oservices Contractor/Agent iPersonally Known to Me or Produced ID of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Plumbing[] Gas Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application TRI-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden FL 34787 407-656-9656 PROJECT NO: ORDER NO: REPORT NO: REPORT OF IN -PLACE DENSITY TESTS PROJECT[• VV I/ LI f. S L w 4 2 PROCTOR CONTRACTOR '5f, ` }- C its e SPECIFFCATION: f) ;1 REPORTED TO: OPTIMUM MOISTURE: % LOCATION: 7il f ' J`! G( MAXIMUM DRY DENSITY: : z MATERIAL: Tcr n S<v • DATE TESTED: 1) zJ. L 1 - I lir LOCATION DEPTH DRY DENSITY MAX DRY DENSITY PERCENT OF MOISTURE INCHES lbs. cu. R. lbs. cu. R. MAX. DENSITY PERCENT y-/ Z l C t' k c4 . I,T If t7 Ruhmiffpd hv. WYNDHAM PRESERVE - LOT 121 SPECIFIC PURPOSE SURVEY ' FORMBOARD) c v mm N D, -° a LAKE MARY BOULEVARD c m VARIABLE WIDTH RIGHT OF WAY PER EAST LAKE MARY a W BOULEVARD RIGHT OF WAY MAP COUNTY PROJECT PS-0137 D 1 N89042'17"Ec 40.00wp10' 000 UTILITY, BUFFER, WALL LANDSCAPE oZ EASEMENT ---- (P) 00 LOT 121Ui m 0ui AREA = 4,843 S.F. 0 ` M----------------------- N 29.0 5.5 21.0 O M J ' of i 8.0 e O PROPOSED VVYND AM RES W 1 STORY RESIDENCE IER LOT 12 2674 FLICKER COVE PB 81, PG 93) LOT 122 N o O 1412 ODYSSEY LOT 120 O ui ui ELEVATION - U o m GARAGE - RIGHT o 3 FORMBOARD f FFE= 30.23 0 DIMENSION NOTE: w Proposed building dimensions 5.5' g.p shown hereon are of the exterior. O i 21. 0 5.5' Building Setbacks Setbacks: Per construction plans for 1NYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. CU Front = 25' Roar 20' 10' UTILITY Side = 5' EASEMENT (P) 4O OO+ PROPOSED 5' S89W 110 NW CONCSIDEWALKw o co FLICKER COVE CONC CURB N o 50' RIGHT—OF—WAY PCP o ( PRIVATE ROAD) CENTER to 81.80' 4UNE N89' 43'10'E 290.76' V PCP BUILDING 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. rcr— roan cqui mini LEGEND: ADUSSD—Access/Drainage/Utilities/Sidewalk LB —Licensed BFP— Backflow PPrevent eventserSi9 ht Distance Easement S Survey PRM —Permanent Ref. Monument R — Reported PCP —Permanent Control Point 0 — Description FP&L —Florida Power do Light P — Plat FFE —Finish Floor Elevation D. B. —Deed Book M —Water Meter O. R. —Official Records Book D4 —Water Valve P. B. —Plat Book Yf—Fire Hydrant Pg. — Page RC® —Reclaimed Water Meter Elev. — Elevation RCC4—Reclaimed Water Valve Conc. — Concrete Cable Box BP — Brick Paver M —Telephone Box SW — Sidewalk 13—Electric Box FFE — Finished Floor Elevation 0 —Utility Pole CI — Curb Inlet Guy Pole GTI— Grate Top Inlet Light Pole P. U.E.—Public Utility Easement t--Guy Anchor RCP — Reinforced Conc. Pipe OU--Overhead Utilities PVC — Polyvinyl Chloride 0 —Storm Sewer Manhole NCS — No Comer Set (Falls in Water) 0 —Sanitary Sewer Manhole SF — Square Feet EHHo —Electric Handhole D. U.E. —Drainoge/Utility Easement COO —Clean Out FMGD — MAG NAIL do DISK XVD4—Irrigation Control Valve P. K. —Parker Kolon' Nail Sign SIR — Set 1/2" Iron Rod LB7768 WD4—Gate Water Valve SPKD— Set P.K. do Disk LB7768 Gas Meter FIR — Found 1/2' Iron Rod LB7768 t1'.1 —Existing Grade FIP— Found 1/2" Iron Pipe LB7768 CI —Blow —off Valve FPKD— Found P.K. Nail do Disk LB7768 •^ft--Drainage Flow Direction FCM— Found 4"x4' Concrete Proposed Design Grade Monument PRM L87778 d As—Built/Existin Grad Note: Some items in above leaen may not be aoo licoblej 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 plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are 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 do finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 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" 5. This Specific Purpose Survey is for the location and elevation of the formboards only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 121, according to the plat SURVEY) of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This certifies that a survey of the hereon described property 555 Winderley Place, Suite 109Maitland, FL32751was made under my supervision and meets the Standards of Practice set forth by the Florida Board of Professional Phone: (321) 270-0440 Surveyors dt Mappers in Chapter 5J-17, Florida Administrative Fax: (813) 248-2266 code, pursuant to Section 472.027, Florida Statutes. Licensed Business No. LB 7768 GeoPoint Surveying, Inc. 4ddlm' es D. eviner S15 FLORIDAPROFESSIONALSURVEYORdoMAPPERNO. ...L......69...1.5 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Drawn: MTP I Checked: JDL I P.C.: Data File:BrbsonEast- Date: 3/05/18 Dwg: &b=f5=t-tot121 Order No.: ^r SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: - 1+ nliC&W-C FINAL BOUNDARY SURVEY 2 O N Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' WYNDHAM PRESERVE LOT 121 PB 81, PG 93) LAKE MARY BOULEVARD VARIABLE WIDTH RIGHT OF WAY PER EAST LAKE MARY BOULEVARD RIGHT OF WAY MAP COUNTY PROJECT PS-0137 10' UTILITY, BUFFER, - WALL & LANDSCAPE EASEMENT (P) - - LOT 122 10' UTILITY 8 EASEMENT(P) ?B2 PCP 08.96' 4- LEGEIVD:ADUSSD-Access Drains a Utilities SidewalkLB -Licensed usiness / 9 / / BFP-Backflow Preventer Sight Distance Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point 0 -Description FP&L -Florida Power do Light P -Plot FFE -Finish Floor Elevation D.B. -Deed Book Water Meter O.R. -Official Records Book Da -Water Valve P.B. -Plat Book 10'-Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Valve Conc. -Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk m -Electric Box FFE -Finished Floor Elevation 0 -Utility PoleCI -Curb Inlet O-Guy Pole GTI-Grate Top Inlet jX-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 Corner Set (Falls in Water) t9-Sanitary Sewer ManholeSF -Square Feet EHHo -Electric Handhole D.U.E.-Drainage/Utility 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 wC4-Gate Water Valve SPKD -Set P.K. do Disk L87768 Gas Meter FIR -Found 1/2" Iron Rod L87768 11•IR-Existing Grade FIP-found 1/2' Iron Pipe L87768 a -Blow -off Valve FPKD -Found P.K. Nail do Disk L87768 -Ift -Drainage Flow Direction FCM-Found 4'x4' Concrete Proposed Design Grade Monument PRM LB7778 0. -As-Built/Existin GradNote: Some items in above leaen mev nn4 r,.. .,,,it, ki i 1 uescnption I Date I Dwn.ICk'd I P.C.IOrder N—o. I LOT 120 N FLICKER COVE cork CURB 50' RIGHT—OF—WAY CENTER PRIVATE ROAD) LINE N89-43.10'E 290.76' SURVEYOR NOTE: NO SOD AT TIME OF SURVEY DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. SURVEYOR'S NOTES: I. 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 back 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. Elevations shown hereon are in feet and are 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 maps 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 are field measured unless otherwise noted. Last Date of Field Survey: 05/25/18 This certifies that a survey of the hereon described property was made under my supervision and meets the Standards of Practice set forth by the Florida Board of Professional Surveyors do Mappers in Chapter 5J-17, Florida Administrative code, pursuant to SoAte 027, Florida atutes. Ja D. Leviner LS6915FLORDAPROFESSIONALSURVEYORdoMAPPERNO. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL BUILDING 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. 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 'x DESCRIPTION: LOT 121, 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. Drawn: RCA I Checked: JDL I P.C.: Data File:Be=nEaat-Plat Date: 05/30/18 1Dwg: &i wfast-Lat121 I Order No.: — SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: — ENVIRONMENTS FOR/J D,q` 1 - 3-74-1 SITE ID. 330572 LOT: 121 BLOCK HOUSE 2574 STREET: FUCKER COVE CITY: SANFORD STATE FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNT*. 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10/152017 PROGRAM: HERS(100% TESTER: EFL IECC: 2009 CLIMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 2574 FUCKER COVE, SANFORD. FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Revelle DATE: OY29201E TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Attic Access Panel (fully gasketed and insulated) x 5 2 Attie drop -down Stair (tully gasketed and insulated) x 5 4 Recessed Lighting Futures (ICAT labeled and sealed to drywall) x 5.5 Whole -house Fan (insulated gaskeled to the opening x 7.3 Fresh air ventilation installed per programspecs x Stirrer Door BD Ta t BD Actual Room Pressure Teat BUILDING ORIENTATION PROGRAM VOLUME CU. CODE VOLUME CU. PROGRAM SHELL CODE SHELL S 150' WA 13.173 0 0 PROGRAM CFM 50 CODE CFM 50 PROGRAM ACH 50 CODE ACH 50 PROGRAM of Shall CODE of Shell 0 11.537 7 994 14.53 Matsr f Mat Bdrm 0 Berm 2 0 Sdrm 3 0 Berm s 1 0 Rm 1 0 RM31 0 1 Othw 1 0 Bdrm 4 0 Rm 2 0 CO Detechn Energy Steroua05W noes? Efficient Loft P ? 50 or > O1 Man1wi eel Lights Must Be CFL Or LED Low Flow Faucets, Tolists etc? ProWamnsthe Themmsm7 x Cenftd Green Program Level Requires Vlwml Inspection Mechanical System ham If n Manudecturer Name Model t1 Model 02 Model03 Model 04 SYSTEM-I WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NBO30 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AMU (HEAT INTERIOR CARRIER FB4CNP030PUMP SYSTEM FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AMU (HEAT PUMP SYSTEM FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AMU (HEAT PUMP SYSTEM FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AMU (HEAT PUMP) Buiu3iNG SPECIFICATIONS BUILDING CHARACTERISTICS ASDESIGN-VALUES ASBUILT-VALUES COMMMENT e 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: PASS TESTER: Do" RtvWM DATE: O&2VMl! BUILDING SPECIFICATIONS BUILDINO,CyARACTER18T1C8 MEWA4S' ASBUILT-VALUEB CONNMENT PROGRAMMABLE THERMOSTATS (PRIF) Y,ES WATER HEATER TYPE (PRIF) CONVENi,IONAL WATER HEATER FUEL TYPE (PRIF) C>, 0 ELECT,RIC WATER HEATER SIZE. EFFICIENCY & LOCATION PRIF) INFILTRATION (HOUSE LKG) ACH (REM) NAD>1,Ly/Y.q Ht:t1lSJSC I!531ACH1SO1P. als6 FRESH AIR VENTILATION TYPE (PRIF) AIRYCYCLER VENTILATION FAN MANUFACTURER (REM) NA NA VENTILATION FAN MODEL A (REM) NA NA VENTILATION FLOW REQUIRED (REM) NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION 0 OF FANS (REM) NA NA VENTILATION TIME - HRS/DAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRIF FRESH AIR VENTILATION FAN WATTS (REM) NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S (PRIF) INTERIOR % OF CFUS (PRIF) DISHWASHER(PRIF) REFRIGERATOR (PRIF) FOUNDATION TYPE (PRIF) SLAB TYPE (PRIF) SLAB AREA PRIF SLAB DEPTH (PRIF) SLAB FULL PERIMETER PRIF SLAB GRADE (PRIF) FLOW RING PRIF HEATING (REM) NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING (REM) NA NA FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 2674 Flicker Cove Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 2674 Flicker Cove (Lot 121) Jurisdiction: Cond. Floor Area: 0 Cond. Volume: 13173 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): 994 55 129 4.53 4.53 Sinnln nr Mniti Pnint Tcct nmtn HOUSE PRESSURE FLOW: 1 50 Pa 994 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: SLA: ACH(50) 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 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 (I) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 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: N/A Date: 05/29/2018 Digitally signed by Dave Revelle Date: 2018.05.29 10:20:07 EDT CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADDRESS=dave.revelle @topbuild.com, C=US 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 parry conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing Topeullo the opportunity to prowoe the above services for you. Please feel free to contact me with any questions. 10/25/2017 380672