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2626 Flicker Cv 17-3646; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100009 DATE: December 29, 2017BUILDINGAPPLICATION #: 17-10000965 dBUILDINGPERMITNUMBER: 17-10000965 1co UNIT ADDRESS: FLICKER CV 2626 17-20-31-502-0000-1270 / ^ TRAFFIC ZONE:022 JURISDICTION: U/ 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: 2626 FLICKER COVE/ WYNDHAM PRESERVE LOT 127 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing N/A 705.00 1.000 dwl unit 705.00 Single Family FIRE RESCUE Housing N/A 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Family PARKS CO -WIDE ORD Housing N/A 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: antic, Srn%r_f1'1C SIGNATURE: (rr. PLEASE PRINT NAME) DATE: a- to- 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 NOTE** V+ PERSONS ARE ADVISED THAT T}}{{IS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL OISSUANCEOFABUILDINGPERRMMIT. 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. THt REQUEST OFORREVIEW 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 FIR§T 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 c AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST.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. Era: DEC 14 2017 plq AI Cl Y SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 -7-3& 30 Documented Construction Value: S 1 Job Address: "aLo -R i cker C—Ayt, Historic District: Yes No Parcel ID: 17-20-31-502-0000- 1 a"l p Wyndham Preserve Lot 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? : 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 & Kulp Phone: Street: 20 South Maple Street, Suite 150 Fag: 215-646-8001 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 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 NOTICE: In addition to the requirements of this pennit, 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 tithe 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 complUnce with all applicable laws regulating construction and zoning. of r 1- Agent 10 Date Signature of Contractor/Agent Date Print Owner/Agent's Name ) Signature of N tary-State of Florida Date Shayne M ngel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 CE 19/Expires 612112021 Owner/Agent is Y Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name Stc 4 4 -/)nQ:gQQ I:-(- U,- i Signature of No ry- tate of Florida Shayne Mangel yi NOTARY PUBLIC t -STATE OF FLORIDA Comm# GG113111 Contractor/Ag'ei T g?&Apwn to Me or Produced ID Type of lD BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical® Mechanical© Plumbing© Gas[-] Roof Construction Type: 146 Occupancy Use: 9-3 Flood Zone: X-5 F-- tk -CA&Nt-0 Total Sq Ft of Bldg: 1 asio Min. Occupancy Load: 1 # of Stories: I New Construction: Electric - # of Amps t60 Plumbing - # of Fixtures I ! Fire Sprinkler Permit: Yes No 0 # of Heads APPROVALS: ZONING 11(l1al"m UTILITIES: COMMENTS: ENGINEERING: M7C I "Z l8 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 5Z. le'/. irA f. Nkl oayssey- 0, GP - Fire Alarm Permit: Yes NOR WASTE WATER: BUILDING: 5r I - 3.p• 1% Revised: June 30, 2015 Permit Application DEC 14 2017 Ut CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 -733& 4(eo Documented Construction Value: S 1 O 1. ISO Job Address:. . AL.0 -Ri i c /-e.Y C--oJt, Historic District: Yes No Parcel ID: 17-20-31-502-0000- 1 a-1 p Wyndham Preserve Lot 1 aJ 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 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 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 State License No.: CGC1522347 Architect/ Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: NA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Sball be inscribed with the date of application and the code In effect as of that date: 5t° 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 compl1 nce with all applicable laws regulating construction and zoning. 1 ^ Date k Print Owner/Agent's Name U -1-A- Signature of N tary-State of Florida DateShayneNInoel v-w- i NOTARY PUBLIC STATE OF FLORIDA Comm#GGl13111 kt:E M "Expires 612112021 Owner/Agent is Y Personally Known to Me or Produced ID Type of ID Q- - vn, Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name W Signature of No -Stage of Florida Date gun Shayne Manpel NOTARY PUBLIC STATE OF FLORIDA COmma# GG113111 Contractor/Ag' t>e O a ftApfwn to Me or 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: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES. A le7-/$ WASTE WATER: FIRE: 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: 2626 Flicker Cove Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1270 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) OFFIC IAL 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 Q The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-3646 Reviewed by: Michael Cash, CFM Date: January 2, 2017 I n po Application for Paved Driveway, Sidewalk or j a Walkway Including Right -of -Way Use & F jo _, L$„_ q Landscaping in Right -of -Way www.sanfordn.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 Clty's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and 1 or any construction of a driveway, walkway or landscape Improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the Know what's below. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call bolero youdil. 1. Project Location/Address: l)•1n,dh M feseYlfQ, } a` T . tp7.j-0 clr e. C -A,(e--. 2. Proposed Activity: MDrlveway Walkway Other: 3. Schedule of Work: Start Date Completion Date ElEmergency Repairs 4. Brief Description of Work: r-OCL-Wt "ck i zy"% G+ nQAJ ti1rV— This application is Property Owner. Signature: Address: Phone: 4-e"7 = by. Print Name: John Reny Yd .u t1e. l)y, L.LA-. rY PL_ BX14G Fax: t te1- (o 4-1- 0-700 Email: 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 installationtimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are In the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, Indemnify, and hold harmless the City, Its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or properly, 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 Signature: above statement and by signing this application I agree to its terms. Date: I a-S - a. This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: _ Reviewed: Public Works Official Use Only Fee: Date: Utilities Approved: Engineering _ Site Inspected by: Special Permit Conditions: Date: Date: Date: " 2 - ZD lg Date: November 2015 ROW Use Drtveway.pdf 12/5/2017 SCPA Parcel View: 17-20-31-502-0000-1270 Pronerty Record Card P/ r Parcel: 17-20-31-502-0000-1270 Owner: STARLIGHT HOMES FLA LLC stcoouwrr, Property Address: 2626 FLICKER CV SANFORD, FL 32773 ircel Information Parcel 17-20-31-502-0000-1270 Owner STARLIGHT HOMES FLA LLC Property Address 2626 FLICKER CV SANFORD, FL 32773 Mailing 1064 GREENWOOD BLVD STE 124 LAKE MARY, FL 32746-5418 Subdivision Name WYNDHAM PRESERVE Tax District St-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 25.19 40 40 40 40 40 s c 129 128 127 126 125 124 01 CD t:a c n 0) 40.17 41-07 40.46 40 40 40 Seminole County GIS Legal Description LOT 127 WYNDHAM PRESERVE PB 81 PGS 93.102 Taxes Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 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 08965 0155 3.606,000 No Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $14,000.00 $14,000 Building Information I - I Permits Permit p I Description Agency Amount CO Date Permit Date http.//parceidetaii.scpafl.org/ParceiDetaillnfo.aspx?PID=l7203150200001270 1/2 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 1 "4 • S-11 Project Name: Wyndham Preserve - Lot I -)L'j Project Address: a,ca:1-4 _I i_l Y, GJSanford 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: l . 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 AI-I1). 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. v `I Robert Willets c Ee rbroyk t wner/I enant Print N e of Gen. Contractor Print Name of El. Contractor Signature of Owner/Tenant Signature of Gen. Contractor -'Signature of El. Contractor CGC1599147 Le mWgf 1) Gen. Contractor License # El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Progress Energy o Florida Power and Light on _/ Rev. 02/10/15) 1111111111111111111111111111111111111111 THIS INSTRUMENT PREPARED BY: I Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 Lake Marv. FL A2746 V r NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: GI',„!T 1•INAYr SEhlINOLE c.ruhaTY L i=1'tr: 1. C:1RCL11T C QL)RT & ' 0111'TROL.LER Bh 9041-) P.4 iJVJ (11'ss'r CLERK'S v 2017126234 Rc(ORUEC, i2/14/21J17 11:09:02 Ali L:•7\I:'i.i:U i t.C.:*lil.11ll RCC:ORGED BY hd=avol't= Parcel ID Number. 17-20-31-502-0000-1 a-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 P- 93-102. Lot 12,1 Address: at ,, .,u -V--k i cker (1-ofc, 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 (if other than owner) Name, NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself. Owner Designates NA of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Slattdes. 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. Under penalties of perjury,) declare that I have read the foregoing and that the facts stated in it are true to the est f my knowledge and belief. T o Own s Signature Owners Printed Name ''- 41101 Florida Statute 713.13(1)(g):' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her steed' jut State of County of Q The foregoing Instrument was a nowledged before me this day of by -Who Is personally known to m42----------------- i Name of person mddnp i9ement OR who has produced Identification type of Identification produced: I Shayne Mange[ PUBLICNOTARY STATE OFFLORIDACommff VIw1ro; GG113111 SignatureNotary Sign're co CA Expires 6/21 /2021 REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1 1000 Final Insulation 1000 1 Final Single Family Residence Address: 7-(.Z.(— AIL CAE ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Tempo Underground Power TUG 30 Electric Rough 1000 Electric Final Max Inspection DescriptionFMin10PlumbingUnderground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 FORM R405-2014 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 127 - 1412 UR Builder Name: Starlight Homes UILO/ 4C Street: 2626 Flicker Cv Permit Office: Seminole Coun It 6 4 6City, Slate, Zip: Sanford, FL, 32773 Permit Number. # 1 7 - d i; --y'rlQ.e,.- Jurisdiction: Design L4,,FO&t)Owner: Location: FL, Sanford County:: Seinle (FFlloorida Climate Zone 2) nvE 1 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 (W) 1412 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. NIA R= ft2 11. Ducts R ft2 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. Obl, U=0.58 48.00 ft= 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 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 ft' b. Conservation features EF: 0.950 b. N/A R= ft2 None c. WA R= ft2 15. Credits Pstat Total Proposed Modified Loads: 47.13 Glass/ Floor Area: 0.108 PASS TotalBaselineLoads: 47.74 1 hereby certify that the plans and specifications covered by Review of the plans and 4THE STgl' this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. FOB, yam. '' '_ : A% O PREPARED BY: Before construction is completed DATE: IQZ 12412 this building will be inspected for 94 y compliance with Section 553.908 NR I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ Code. COL WE{v OWNER/ AGENT• BUILDING OFFICIAL: DATE: t DATE: /- 30- r8 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 4:27 PM EnergyGauge® 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 127 - 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: Street Address Lot # 127 Block/SubDivision: Wyndham PlatBook: Street: 2626 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 fe 0 0 1 ROOF v # Type Roof Gable Roof Materials Area Area Color Solar SA Emitt Emitt Deck Pitch Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1579 ft' 0 ft' Medium 0.6 N 0.5 No 0 266 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1412 ft= N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1412 ft' 0.1 Wood 10/17/2017 4:27 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 2 3 4 5 N E S W 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 8 6 8 20.5 ft' 17.8 ft' WINDOWS Orientation shown is the entered. Proposed orientation. V Wall Omt 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 4:27 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 ft2 DUCTS Supply — Return — Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN 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: CoolingII ]]Jan X] Jan jj ]]Feb ki Mar X] Feb Mar A r I Ma ri Jun ri Jul riAuApr1MayJunJulAu SeprlSep OctE) Oct ki Nov Nov OecHeatinDec Ventin [[ ]] Jan Feb Mar X Apr May Jun Jul Aug Sep X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 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 4:27 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. 2626 Flicker Cv, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1325.30 ft' b. Frame - Wood, Adjacent R=13.0 238.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30 0 1412.00 ft= 6. Conditioned floor area (ft') 1412 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U-Factor. Dbl, U=0.34 105.00 ft' 11 .Ducts a. Sup: Attic, Ret: Attic, AH: Main R ft' 6 282.4 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 48.00 ft' SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor: N/A ft' 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 3.614 ft. Area Weighted Average SHGC: 0.257 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1412.00 ft' a. Electric EF: 0.95 b. N/A R= ft' c. N/A R= b. Conservation features ft' ft None 15. Credits Pslat I certify that this home has complied with the Florida Energy Efficiency Code for Building -cAE ST Construction through the above energy saving features which will be installed (or exceeded) 04 . = qTF in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. a,,,, Builder Signature: `''/ypQ Date: `f 1 1 Address of New Home: (0 (Q (fr,Q/ Jt? City/FL Zip: 3Q e-W-5 t L- ao WEB V 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 4:27 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 127 - 1412 UR Builder Name: Starlight Homes Street: 2626 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. Comers 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 4:27 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 127 - 1412 UR Builder Name: Starlight Homes Street: 2626 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: E« n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): 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 thins 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: 10/17/2017 4:27 PM Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software p-THE _ST,gTto rtiCoo wE J 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 127 - 1412 UR Builder Name: Starlight Homes Street: 2626 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 Leakaqe 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 System 4 cfm25(Out) 5 Total House Sum lines 14 Duct System Divide byLeakage Total Conditioned Floor Area) On,Out) I certify the tested duct leakage to outside, On, is not greater than the proposed duct leakage On 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: yD KHE SrgTF 1,60 WIE &O 10/17/2017 4:27 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: StarlightWy -ndhamPrese... wrightsoft° Date: 4114/2017 Entire House Energy Air, Inc Plan: 1401 S 5401 Energy Ar, Ct.Orlando, FL 32810 Phone:407-886-3729 Emad GRenner@energyaircom Web: vwm.energyairaom For. Lot 127 -1412 UR, Starlight Homes 2626 Flicker Cv, Sanford, FL 32773 Notes: Design Information Weather. Orlando ExecutiveAP, FL, US Winter Design Conditions Outside db 44 OF Inside db 70 OF Design TO 26 OF Heating Summary Structure 14087 Btuh Ducts 3603 Btuh Central vent (45 dm) 1272 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 18962 Btuh Method Construction quality Fireplaces Area (fly Volume (f:3) Air changes/hour Equiv. AVF (ctm) Infiltration Simplified Semi -tight 0 He tin C41? 1ing411 13125 13125 0.31 0.16 68 35 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TO 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 13273 Btuh Ducts 5629 Btuh Central vent (45 dm) 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 Ducts 1094 Btuh Central vent (45 cfm) 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 CARRIER AIR 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 OF Total cooling 28600 Btuh Actual airflow 899 cam Actual airflow 899 dm Airflowfactor 0.051 cfm/Btuh Airflowfactor 0.048 c nBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 34 OF Backup: Input = 6 kW, Output =19028 Btuh, 100 AFUE Golditalic values have been manuallyoverndden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Pght-Suite®Um,,ersal201717.0.28RSU17013 2017-Oct171625,30 1ageIPage ACCA ...SpeofidWyndham Preserwtot 127 -1412 UR.rup Cale= MA 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 Emad. GRenner®energyavoom Web. vmnv.energyairoom For. Lot 127 -1412 UR, Starlight Homes 2626 Flicker Cv, Sanford, FL 32773 Design Conditions Job: Starlight-VNyndhamPrese Date: 4/14/2017 Plan: 1401 S Outdoor design DB: 92.6°F Sensible gain: 19770 Btuh Entering coil DB: 77.8°F Outdoor designWB: 75.9°F Latentgain: 4262 Btuh Entering coilWB: 64.2°F Indoor design DB: 75.0°F Total gain: 24033 Btuh Indoor RH: 50% Estimated airflow: 899 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 102% of load Latent capacity: 6015 Btuh 141 % of load Total capacity: 26119 Btuh 109% of load SHR: 77% 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 cfrrl Output capacity: 28600 Btuh 151 % of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 899 dm Output capacity: 5.6 kW 100% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. 2017-0a-1716 25 30 A-- wrightsoft• Right -Su te®Umersal2017 17.0.28 RSU17013 Page l ACCP....SpeaBdwyndham Preservetlot 127 -1412 UR,rup Cale= MA Front Door faces: S Duct System Summary mJob: Starlight-WyndhaPrese... wrightsoft' Date: 4114/2017 Entire House By: Energy Air, Inc Plan: 1401 S 5401 Energy Air. Ck Orlando. Fl. 32810 Phone 407-886-3728 Email: GRenner@energyauoom Web wwwenergyamoom For. Lot 127 -1412 UR, Starlight Homes 2626 Flicker Cv, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction 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/100ft 899 cfin 214 Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.203 / 0.077 in H2O 0.131 in/100ft 899 cfm Name Design Btuh) Htg dm) Clg dm) Design FIR Diam in) H x W in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk FAM-OIN+KIT c 3383 105 161 0.140 8.0 Ox 0 VIFx 25.1 120.0 st1 FMA.gf4-Krr-A c 3383 105 161 0.249 7.0 Ox 0 VIFx 6.4 75.0 FAA&DIt`FKrr--KlU c 3383 105 161 0.139 8.0 Ox 0 VIFx 25.8 120.0 st1 bat 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 SO foyer h 2227 113 69 0.131 7.0 Ox 0 VIFx 34.9 120.0 st1 mbath h 1842 94 44 0.258 6.0 Ox0 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 dim) Clg cfm) Design FIR Veloc fpm) 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 dm) Clg dm) TEL it) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mal Trunk rb1 Ox 0 899 899 58.8 0.131 644 16.0 Ox 0 VIFx BolrYnalic values have been manuallyovertidden 2017-Oct-17 1625:30 wrightsoft' Rght-Suite®Unhersal201717.0.28RSU17013 Pagel 4CCP....SpeafidWyndham Presenell-ot 127 -1412 UR rup Cale= MJ8 Front Door faces: S N Level 1 m bed m bath VTR O 10x6 94 cfm 12x6 144 cfm 18 x8 lower pantry T- 6" ceiing to 8' wic 168x4 12 x6 37 chn161cirncaVTR45CTM 12" 10x6 67 cfrn bed2 12x8 14x6161cfm a.. 8x4 bat 29 cfrn 24x18 O FAM-DINXIT 899c1m T = CVTR 8„ 14x6 7" 12x6 7" 12x8 108c1m 161 ch F(S-1 bed3 laun cL3 d rVTR foyer 12x6 113cfrn AHU ON METAL STAND 2.5 TON 240V/ 5KW HP M garage Job #: Stariight -Wyndham Preserve Performed for: Lot 127 -1412 UR 2626 Flicker Cv Sanford, FL 32773 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-%498 Universal 2017 17 028 RSU 17013 2017-Oct- 17 16:25 56 m Preservetlot 127 -1412 UR.rup 11 04 cn '<Nr rM 0 0 VIIYNDHAM PRESERVE - LOT 127DIMENSIONNOTE: Proposed building dimensions shown hereon are of the exterior. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' LINE DATA TABLE NO. BEARING LENGTH L1 S 89*43'10" W 8.96' L2 N 75'54'33" W 6.42' PLOT PLAN WYNDHAM PRESERVE LOT 127 PB 81. PG 93) LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD R/W MAP COUNTY PROJECT PS-0137 89*42'17T' 40.0 ' 1, BUFFER, ,Lg. kNDSCAPE ENT(P) --- —_ -- LOT 127-- _ _---- 1 AREA = I L g 9fO I rr 4,791 S.F. ± in PAD_---F1 LOT 128 EgSEAfEN7, ( ) a N W N Z PCP CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 100.00' 014'22'17" 25.08' 25.02' N 83*05*41" W C2 125.00' 014'22'17" 31.35' 31.27' S 83'05'41" E 4"' """` SidewalkLEGEND:ADUSSD—Access/Drains a9 /Utilities / LB —Licensed usiness B P —Backflow Preventer Sight Distance Easement S —Survey PRM —Permanent Ref. Monument R Reported PCP —Permanent Control Point D —Description FP&L —Florida Power & tight P —plot FFE —Finish Floor Elevation D.B. —Deed Book Water Meter O.R. —Official Records Book 04 —Water Valve P.B. —Plat Book p'—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 0—Utility Pole CI —Curb Inlet Guy Pole GTI—Grote Top Inlet tight Pole P.U.E.—Public Utility Easement Guy Anchor RCP —Reinforced Conc. Pipe oU--Overhead Utilities PVC —Polyvinyl Chloride O—Storm Sewer Manhole NCS—No Comer Set (Falls in Water) m—Sanitary Sewer Manhole SF —Square Feet YHo —Electric Handhole D.U.E. —Drainage/Utility Easement COO —Clean Out FMGD—MAG NAIL & DISK P.K.—Parker Kolon Nail XVD4—Irrigation Control Valve Sign SIR —Set 1/2" Iron Rod L87768 W04—Gate Water Valve SPKD—Set P.K. & Disk LB7768 Gas Meter FIR Found 1/2" Iron Rod LB7768 1, —Existing Grade F1P —Found 1/2" Iron Pi LB7768 Cl —Blow—off Valve FPKD—Found P.K. Nail & Dlsk LB7768 ---Drainage Flow Direction FCM —Found 4"x4" Concrete 10.0 —Proposed Design Grade REVISIONS Description I Date I Dwn. Ck'd I P.C. I Order No. 0 3s o II a N Li 0 _J U Boa Z c0 Laco 0.0 rn n O O v PROPOSED 1 STORY RESIDENCE a J' IN1412ODYSSEYo BUILDING LAYOUT NOTE: L ui ELEVATION - U o Contractor and owner are to verify all setbacks, building dimensions, and layout L ; GARAGE - RIGHT shown hereon prior to any construction and immediately0 advise GeoPoint Surveying, Inc. of FFE= 30.0 y any deviation from information shown hereon. LOT 126 Failure to do so will be at user's sole risk. 5.5' 0 PORCH r PROPOSED Ok to construct single family home CONC WALK with setbacks and impervious area21.0 5.5' shown on plan. j2. (p*fa Wv o. 16.0' i i 1 2 Odyssey, -U, CT r; 0 uwia a Ca, in 1 ONC CURB FLICKER COVE 50' RIGHT—OF—WAY PCP PRIVATE ROAD) SURVEYOR'S NOTES: PROPOSED 5' R CONC SIDEWALIM EDGE OF PAVEMENT 3' 10" E 290.7 CENTER] PCP 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 & 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) LOT AREA CALCULATIONS LOT = 4.791 SQ.FT. LIVING AREA= 1,412 SQ.FT. GARAGE = 421 SQ.FT. ENTRY = 48 SQ.FT. DRIVEWAY = 468 SQ.FT. PATIO = 75 SQ.FT. WALKWAY = 88 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 52.'47. SOD = 2.270 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1010 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 202 SQ.FT. SOD 128 SQ.FT. TOTAL AREA AREA DRIVEWAY = 5.801 so -FT. — 582 SQ.FT. SIDEWALK = 290 SQ.FT. SOD = 2.398 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 "z" DESCRIPTION: LOT 127, according to the plat of "WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 Public Records, City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 v, Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. mes D. -eviner LS6915FLORIDAPROFESSIONALSURVEYOR & MAPPER NO. .................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Drawn: MTP I Checked: JDL I P.C.: Data File1riasonEast-Plat Date:9/20/17 Dwg:8r6=EaA-Lau27 Order No.: SEC. 17 — TWN. 20 S. — RNG. 31 E. I Field Bk: i',1 RECORD COPY FARMER ETLECTaIC Starlight Homes 1412, Wyndham Preserve LOAD CALCULATION June 9, 2017 I. HVAC LOADS (NF.0 2011- nA$2(Ci 3)- (4ll ZONE COMPRESSOR SIZE CONNECTED LOAD 1 2.50 TON 4.50 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIRHANDLER BLOWER MOTOR CONNECTED LOAD 1 5.00 RVA 0.67 5.67 KVA 2 KVA 3 RVA 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% 3.69 ' KVA TOTAL HVAC DEMAND LOAD 8.19 KVA II. GENERAL LOADS (NEC 20t1- 220.82(BN11= (411 LIGHTING 1412 Sq Ft ®3 VA/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 WASHERMRYER 1 4.5 WATER HEATER (1) 4.50 KVA ING4.5 WATER HEATER (2) J 1 1.2 DISHWASHER 1.20 KVA 1 0.8 DISPOSAL(I) PNFORD 0.80 KVA 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) GEpARC 1 12 RANGEIOVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER KrrCHEN/JENA I R 1 2.5 MICROWAVE C1RCUff G 4.8 JACUZ21 TUB CIRCUIT Z ro 4 0 2.50 KVA 12 50AMP SAUNA/WHIRLPOOL A - J 7.2 30AMP POOL CIRCUIT 1 14.4 60AW POOL CILRCUrr 19.2 • 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 34.74 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAI. LOADS) Q 400A 9.89 KVA SUB-TOTAL(GVaPA LjADS1MC2011'-220.nM1• 19.89 KVA RVAC LOADS 8.19 KVA GENERALLOADS 19.99 KVA TOTAL DEMAND LOAD (NW 2011- 220.'82(All . 28.08 KVA MINIMUM SERVICE SIZE 117.00 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Typical 150 Amp, lectrical 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 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp I Concrete Encased Electrode Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely°bn lumber values established by others. W1 RECORD COPY MiTek® RE: WPO127 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Ashton Woods Project Name: WP0127 Model: 1412 Tampa, FL 33610 4115 Lot/Block: 127 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: FBC2014lrP12007 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, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# 1 IT12379558 2 IT12379559 3 IT12379560 4 IT12379561 5 IT12379562 6 IT12379563 7 IT12379564 8 IT12379565 9 IT12379566 Truss Name I Date A4 I11 IT12379568161GE 110/27/171 112 I T123795691 B2 1 10/27/171 113 1 T1 2379570 1 B3 1 10/27/17 I 15 T12379572 1 CJ3 10/27/17 16 T12379573 1 CJ5 10/27/17 17 I T12379574 I EJ7 1 10/27/17 No. I Seal# ITruss Name Date 18 1 T12379575 1 HJ5 10/27/17 19 1 T123795761 HJ7 1 10/27/17 20 1 T123795771 M1 1 10/27/17 21 1 T123795781 M 1 G 1 10/27/17 22 . 1 T123795791 V4 1 10/27/17 23 1T123795801V6 I 1020mc 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: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. SANFORD 1 7 - 3 6 4 6 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No 2 • 7 STATE OF . QJ 0N A Wetter P.19nn PE No.22639 Mlrek USA, Inc. R. Cert 6634 6904 Parke East ON. Tampa fl 33610 Date: October 27,2017 Finn, Walter 1 of I Job Truss Truss Type oty ply Tt237esse WP0127 At Comrran 1 , t Job Reference (optional) tsunaers rusiboutce. r anpa, rram Bey, raaaa saa90 .... ,._y . _ .._....... _.. ..: ___...__....-. ... -_' _' ' _ --.-- -- .. - _a_ - ID:N9BezrUtzOji53XpKKwxzFz4rrf-iK JSyAiO6FeoMRsrv1u808E2aReSAmCCmb491yPCi_ i l-0-0 76-14 146-0 21.5.2 29.0-0 ,30.0-0, 1-0-0 76-14 6.11-2 6.11.2 76-14 10.0 Scale . 1:50.9 500 rl2 4x6 o G 3x6 = 3x6 = 3x4 = 3x6 = 3x1 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.26 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Ven(fL) -0.59 2-12 >577 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.43 Horz(rL) 0.09 8 n/a rJa BCDL 10.0 Code FBC2014/TP12007 Matrix) 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 puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/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. CompJMax. 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, 11-13-566t1224. 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 root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (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 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, With BCDL = IO.Opst. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except (It=1b) 2=302, 8=302. 6) -Semi-rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. WARNING • Verily design perametart and READ NOTES ON TNtS AND INCLUDED MrrEK REFERANCE PAGE 11420.7477 rev. IdMMI6 BEFORE USE. Deslign valid for use orgy aim PA[ek® connectors this design B based only upon parameters shown. and Is for an individual bulling cornponenl. not a Inm syslem. Before use. the tXMCM g deslgnn must verily the a"Alcabllly of design palrnneters and Ixoperly Incoq)orote ihh design Into the overall building design Bracing Indicated Is to prevent bacaing of l ndividrtai truss web addles chord members orgy AckAllowd temporary and permanent br ng M iTe k' is dways togWred for stability and to prevent coliaix a YAM Iwssllxo personal Infury and properly damage. For general guidance regarding Me k"IcotlorL sloroge, delivery, ereclion and bracing of Immos and Inca systems 10eANSI/1PI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Irua Plate Institute. 218 N. Lee Stteel. SUte 312. Alexandria. VA 22314. Tempe. FL 33610 Job Truss Truss Type 0 IY Ply Tt2379559 WP0127 A1G Nrp Girder 1 1 Job Reference (optional) Rudders "SIbSourte. Ianpe, Yrant tiny. rlorlan 3iaao ' ..- .•-y . --" ""' -" "'__^"__ __"' "- _ _._ _ -- ID:N9BeziUtz0i153XpKKwxzfz4Rf-BXYhLIBL9ONVEW02PdY7iEhkc_s_BXPMROKd AyPChlz 1-0-0 3 9 14 I 7.0-0 12.0-0 17-0 0 22-0-0 25.2.2 29-0-0 30-0-0 1.0-0 3.9.14 3.2.2 .5 0 S o. 5.0-0 3.2.2 3 9-14 Scale = 1:51.8 5x8 = 3x4 = 5x8 = 4X6 = 4 19 20 5 21 22 23 6 24 25 7 3x6 = In if 26 27 - 28 29 15 14 30 31 13 3x4 = 2x4 II 3x4 = 3x4 = 5x8 = 6x8 = 3x4 = 2x4 II 3 9 14 7.0-0 12-0-0 f 16-1.5 I 20-0.0 122-0-01 25.2.2 I 29-0.0 3. 9.14 Plate Offsets (X,Y) 3. 2.2 - 14: 0-5-12 0-2-81 17.0-5-12 0-2-8) (15:0.2-12 b• Va- 0. 3-0 LOADING ( psi) SPACING- 2.0.0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.10 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Ven(TL) -0.25 16-17 >983 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Horz(fL) 0.07 13 We rt/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 148 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 5.2.11 oc bracing. WEBS i Row at mldpt 6-13 REACTIONS. ( lb(size) 2=1241/0-8-0, 13=3270/0-8.0, 9=-183/0.8.0 Max Horz2=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) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2470/815, 3-4= 2317/809, 4-19=-2041/745, 19-20=•2040/745, 5.20=-20401745, 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=-032/1027 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=01463, 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. II; Exp C; Encl., GCpi=0.18; MW FRS (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 fora 10.0 psi 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-" wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of wlthstanding 100 lb uplift at joint(s) except QI=1b) 2=416, 13= 1096, 9=367. 7) ' Semi -rigid pdtchbreaks 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 lop 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 el 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). 13e1. * W t 0 WARNING • Vdr11y detlyn pammefem and READ NOTES ON THIS AND INCLUDED MrFEK REFERANCE PAGE MI1,7473 rev. 10413,20/6 BEFORE USE. Design valid for use orgy W i n MI lekl.9 conneclas. 911s deagt h based only upon parameters shown. aril Is for an individual bedding component. not a truss system. Before use. the Ixadlng designer must verify the aWicatAlty, of design parameters and Ixopedy Incogarate Ihls design Into the overall bundling design. 0aclng Indicated is to prevent budding of Indlvldual Ituss web and/or chard members only. Addllio al lemlxxary and pennanont Wacing M!Tek' 6 always required for stability and to prevent collapse Win pxss811e personal Wiry and Ixoperty danage. For general guldo nce regarding the klixicatlon. storage. delivery• erection and bracing of trusses and fntss systems. seeANSI/IPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parks East Blvd. Safety Information avallarAe Born truss Plate I nsllfute. 218 N. Lee Street. Sidle 312. Alexandria. VA 22314. Taupe. FL 336t0 Job Truss Truss Type aty ply Tt2379559 WP0t27 AtG Hip Girder t t Job Reference (optional) BUddere FI(eISOurce. lampa. Ylent %illy, Florlaa S;n000 I O-N9BezIUtz0jI53XpKKwxzFz4fff-BXYhLIBL90NVE W02PdY7jEhKc_s_BXPMR6KdBAyPChz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) 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) WARNING. Vmlly dedpn peremofon and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE MS-7473 rov. faMM1S BEFORE USE Design valid for use orgy vAlh MI Iek®connectons. M design Is based orgy upon parameters shown, and Is loran Individual buRUing component, not a trta s systern. Berate uso, the building doslgner trust vedfy the ap AlcobSlty of design parornelers and properly incorporate Ihb design Into tho overall members orgy Adclltional lem"oryand pcMmanenl bxocing MiTek' buAldingdesign@acingInWcaledBtopreventbucklingofIndIvkluaiInnsweband/or chard is always required for stability and to prevent Collapse Win possible personal Infury and property damage. For general guidance regarding no IabrlcatbrL storcloo, dellvery, afeallOn and Lxacing of masses and mass systems, seeANSI/TPI I Quality Criteria, DSB-89 and 8C51 Building Component 6904 Parke East Blvd Safely Information available from Ituss Plato institute. 218 N. Lee Street. Sulbe 312. Alexandria. VA 22314. Tempe, FL 33610 o fuss Truss Type Qty Ply T12379560 W P0127 A2 Hip 1 1 Job Reference(optional) Builders Firalgoutce, Tompa, Plant City, Florida 33666 7.640 s Aug 16 2017 MTak Industries. Inc Fri Oct 27 13.50.57 2011 Page 1 10: N9BeziU tz Djl53XpKKwxzFz4ITf-Ij 53YeCzwkVMsgbFzK3MG ROoSOCrwz SVg44 BkcyPChy F7 -041 4.9.14 9 0 0 14.6-0 20-0-0 24.2.2 29-0.0 a0-0 0 1-0-0 4.9-t4 4-2.2 5.8-0 5!-0 4.2.2 4-9-14 1.0-0 4x6 = 3x8 = 4x6 = Scale = 1:51.8 jY 0 3x6 = 1j is — 3x6 = 5x12 = 2x4 II 3x4 = 5x12 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDL 7.0 Lumber DOL 1.25 BC 0.66 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 BCDL 10.0 Code FBC2014frPI2007 (Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=687/0-8-0, 10=1394/0-8-0, 8=160/0.8.0 Max Horz2=-58(LC 17) Max Uplill2=-189(LC 12), 10=-351(LC 8), 8=-92(LC 13) Max Grav2=702(LC 23), 10=1394(LC 1), 8=205(LC 24) DEFL. in floc) Well Ud Vert(LL) -0.14 2-13 >999 240 Vert(fL) -0.37 2-13 >640 180 Horz(fL) 0.03 10 n/a rtla PLATES GRIP MT20 244/190 Weight: 140 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc pudins. BOT CHORD Rigid telling directly applied or 6-0-0 oc bracing FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1134/705, 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, 5-1 0=- 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.Opsh h=15ft, Cat. II; Exp C: Encl., GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except 011=110i) 2=189 10=351. 7) 'Semi-ngid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - Vsrlry design pararnsfers end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MD-7472 rev. 140MIS BEFORE USE. Design vaild for use orgy with MI lel9 conneclors R* deslgn Is based only upon paramelers shown. and 1s lot an individual building component. not a truce system. Before use. the bunking doslgnet mml verify the apOlcabllly of design Marneters and lropedy Incorporate this design into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members orgy. Additional temporary and pamanenl bracing Welk' is always requited for stablltty and to prevent collapse wllh possible personal "and ptopeny damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Iriss systems. soeANSI/rPl I Quality Criteria, OSS-69 and 9C=1 Sullding Component 6904 Parke East Blvd. Safety Information ovaltabte from truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tanya, FL 33610 Job Truss Truss Type ty Tt237B561 WP0127 A3 Hip t t Job Reference (optional) ouuaats t•uatsourca. Tampa. want vny. mronoa scsaoo ..o.......V e_ . 10:N9BeztUIzDjl53XpKKwxzFz4ITf-fj53YoCzwkVMsgbFzK3MGRDYbOD9w6LVg44BkcyPCf y 1-04 5.9.14 11-0.0 16-00 23-2.2 294-0 30-0Q 1 0-0 I 5.9.14 5.2-2 7-0-0 5.2.2 5x8 = 06 = Scala = 1.51.8 je0 3x6 = 14 1z w US = 2x4 II 3x4 = 3x4 = 3x8 = 2x4 II LOADING (psi) 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 YES Code FBC2014frP12007 CSI. TC 0.79 BC 0.58 WB 0.29 Matrix) DEFL. in (loc) Vdefl Ud Vert(LL) -0.11 10-12 >999 240 Vert(TL) -0.31 10-12 >999 180 Horz(TL) 0.10 7 n/a rVa 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 purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7.8 oc bracing. WEBS 20 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 BOT CHORD 2-13=-1054/1929, 12-13=-1054/1929, 11.12— 738/1538, 10-11_ 738/1538, 9-10— 1068/1929. 7-9=-1068/1929 WEBS 3-12=-449/366, 4-12=-1161385, 5-10=-115/385. 6- 1 0=-448/366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=1 Sit; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS 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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=279, 7=279. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - VarW dedyn pommetem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NIF7473 rev. IM MI S BEFORE USE. Design valid for use orgy with M llek®conneclols. this design h bxlsed orgy upon parameters shown. and Is lot an tr divIdual building component, not a kcal systom. Before use. the bxtlk#W deslgnot must verify the ap plIcalAlly of design patcxnetem ad properly Ineogponato thisdesign Into the overall txdcfing design. Bracing Indicated is to prevent buclding or Individual tntss web and/or chord members orgy. Addlional tempxxary and pormanenl Ixacthg MiTek' Is always required for stability and to prevent collapse wllh possible personal INuy and properly damage. For general g0clahce regarding the latxlcatlon, storage, delivery, erection and lxacdng of tenses and Inks systems, seeANSI/TPI I Quality Criteria. 038-89 and SCSI 8ulldlng Component 6904 Parks East Blvd Safety Information avallabte from Ituss Plate Institute, 218 N. lee Slteet. Suite 312. Alexandria. VA 22314 Tampa. FL 33610 Job RIS Truss Type ty T12379562 W P0127 A4 Hip t t Job Reference(optional) e en. 1 o.... . Builders Fvst36urce. Terrpa, PIard coy, Fbfrda 33566 .wa v nay .v ca,...,••ae •••v.w.••o.. •,C • ••....•.• •., ..-•--.-• • • _ _ I D.N9BeziUtzOlj53XpKKwxzFz4rrl-7WSm_Dbh1 eCTgARX2bbpfmnlnYXNFfukpkG7ioChx I108914 13-0-0 I 6 0OT 22.2.2 29-0-0 0 6.2.2 6.9. 1-0-0 14 30- 0Q Sub = 06 = Scale = 1:51.8 ly 0 3x6 = 1e I I - 3x6 = 2x4 II 30 = Sx8 = 2x4 II LOADING ( psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 REACTIONS. ( Ib/slze) 2=1120/0.8.0, 7=1120/0-8-0 Max Horz 2=81(LC 16) Max Uplifl2=-293(LC 12). 7=-293(LC 13) CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.57 Ven(LL) 0.12 11 >999 240 MT20 244/190 BC 0.63 Ven(rL) -0.2911-12 >999 180 WB 0.57 Horz(rL) 0.11 7 Na Na Matrix) Weight: 144 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6.0 OC pudirns. BOT CHORD Rigid ceiling directly applied or 5-6.10 OC bracing 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, 9-10- 1063/1906, 7. 9=-1063/1906 WEBS 3.12=0/284, 3-11=-624/484, 4-11- 172/353, 5-10=-172/355, 6-10=-624/483, 6.9=0/283 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=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (envelope) and C-C Exledor(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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=293, 7= 293. 7) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 0 WARNING . Vetlry deslpn panunMers and READ NOTES ON THIS ANO INCLUDED MrTEK REFERANCE PAGE M9.7473 rev. 146VAIS BEFORE USE. Design vdld far use only with Mllek® connectors. INs design is lased only upon patameters shown. and Is for an Individual building Component. not a truss system. Before rise. the bulking designor must vedly tho applicability of design parameters and property Ineaporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of tndWtKa truss web and/or ctwtd members only. Addilorwl lemporary and permanent txacing WOW Is always lectured pot stabllty and to prevent collapse with possible personal aytay and property damage. Fot general guidance regarding the rabrlCallon• storage, delivery. ereCtlon and tracing of Irlrstes and truss systems. sceANSI/TPI I Quality Criteria. OS8.69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute, 216 N. Leo Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty ply r1237ess3 wf Ooly A5 Common 16. 1 Job Reference (optionat 1 M, M •'1•LI1•Ca 9f11] Osn t Builders FUa1SOUX6, Tampa. Yram cny. I•Iwtaa imao .... _,._V ... __....... _.. --. -- --.--.-- -- -- --- ID:N9BeziUtzDil53%pKKwnzFz4lTf-b6DgzKEDRLm35_kd416gLsJw1 BoaO_mo702HoUyPChw 0-0 7.614 146-0 21.5.2 29.0-0 30.0014-0 76.14 6.11-2 6-11.2 76-14 1.0-0 Scale - 1:50.9 5.o0 12 4x6 = o0 3x6 = axe - 3x4 = 3x6 = 3x4 = LOADING (psi) 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 YES Code FBC2014/rP12007 CSI. TC 0.67 BC 0.96 W B 0.43 Matrix) DEFL. in (loc) Udell Ud Ven(LL) -0.26 10-12 >999 240 Ven(rL) -0.59 2-12 >577 180 Horz(rL) 0.09 8 IVA rVa PLATES GRIP MT20 2441190 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 pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 8=1120/0-8-0, 2=1120/0-8-0 Max Herz 2=-90(LC 13) Max Uplift8=-302(LC 13). 2=-302(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2057/1287, 3-4=-1824/1182, 4.5= 174211203, 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.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (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 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except QI=lb) 8=302, 2=302. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING - Verily dasdpn pamnafsrs end READ NOTES ON THIS AND WCLUDED MREK REFERANCE PAGE M/14473 rev. IM312016 BEFORE USE. Design valid lot use only with Mllek®ConnectorS. ads design is used only upon rxrcxneten shown. and a for an hrJlMdial buffaing component. rat a truss system Before use. the building designer must verify the applicability of desdgrt pxaanelers and properly incotpotale Ihb design Into the overall Additional temporary and permanent bracklg WOWbuildingdesign. Bracing Indicated Is to prevent buckling of Individual Inns web and/or chord members only. Is always tequ ked lot stability and to prevent collapse wllh possible personal Injury and property damage. foe general guldalce regarding the falxk;dlkrf. storage, delivery. erection and tracing of trusses and truss systems, seeANSI/IPII Quality Criteria, OSS-69 and SCSI Wilding Component 6904 Parke East Blvd Safety Information available kom Intl Rate nstiMe. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type oty ply Tt2379s64 W Po127 A6 Hip 1 1 Job Reference(optionalif Busdars Frrcsoures, rortga rtam arty, rrorwa -s;uee 10:N9BeziUtzDjj53Xprt w.; Fi4l t'b6DgzKE0RLm35 kd4_16gL6JywBu?0zao7OZHoUyPChw t-0-0 6.7.2 1264i 16.5-8 22.4.14 28-0-0 30-0Q 1•p-0 6.7.2 5-1, 3.11-0 S-11.6 6.7.2 Scale = 1:51.8 5xe = 4x6 = Y 0 3z6 = 113 tL w o 3x6 = 2x4 11 3x4 = 3x4 = 20 11 3x8 = LOADING (psi) 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 YES Code FBC2014/rP12007 CST. TC 0.54 BC 0.62 WB 0.50 Matrix) DEFL. in (loc) Well Ud Ven(LL) -0.11 12 >999 240 Vert(TL) -0.28 12-13 >999 180 Horz(fL) 0.11 7 TVA We PLATES GRIP MT20 244/190 Weight: 143 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6.10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1120/0.8-0, 7=1120/0-8-0 Max Horz 2= 79(LC 17) Max Uplifl2=-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=4.2psh BCDL=3.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS 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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=290, 7=290. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNING - Verify doslyn parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE M0.7473 rev. 10A MIS BEFORE USE Design valid for use orgy with fvlllek0 connectors. M cleslgn Is based only upon parameters shown. and Is lot an Individual twldtrld component. not a hue system. Before use. the txrlding designer must verity the alK,lkatAlly, of design fxlraneters and fxoperly `,corporate this design Into the ovetall building design. Bracing Iwicated Is to prevent buckling of Individual truss web and/of chord members only. Atldlllotwl temporary and permanent bracing MOW is always tequ lied far stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding The abrication, slotage, delivery. erection and txaclng of frusscs arW lnea systems. soeANSI/TPI I GuaBty Criteria. DSe-e9 and SCSI Building component 6904 Parke Eas, Blvd. Safety information available horn Truss Plate Instltule. 218 N. Lee Street. Suite 312, Nexandria. VA 22314. Tampa. FL 33610 Truss ruse Type H T12379665b. P127 A7 Hip 1 1 Job Reference (optional) tlueders rrfsrA*oarce, r aaps, rurm %,ny, rmnau j; ao • ^_V .--_....... _^ ...___...__...-....-- -- - IO.N9BeziUtzOji53XpKKwxzFz41T1-31nCBgErCfuw)7JgeTd3u4r3GbE17UyyM21RK yPChv F1-0-0 5.7.2 106.8 18.56 233.14 28-0-0 30-0-0 1.00 5-7.2 4-116 7-11.0 4-11.6 5-7.2 Scale = 1:51.8 Sx8 = 06 = 3x6 = 17 14 _ - 3x6 = 2x4 II 3x4 = 3x4 3x8 = 2x4 11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Ven(LL) -0.12 10.12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Ven(TL) -0.37 10-12 >918 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(rL) 0.10 7 IVA n1a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 139lb FT = 200S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 4.5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5.7.11 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-10 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(LC 9) FORCES. (lb) - Max CompJMax. 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- 1 0=- 106711929. 7.9_ 1067/1929 WEBS 3-12= 398/334, 4.12=-100/393, 5-10=-99/393, 6-10=-397/334 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; MW FRS (envelope) and C-C Exterlor(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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 2=279, 7=279. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. WARNING . Vally design parametere end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE N67473 rev. 1062,2016 BEFORE USE Design valid for use only with Nfekib connectors. Rnh doslgn is based only upon patameters Yawn. and Is for an IndMdual building component, not a Ines system. Before use. the lxBcing desUmn meal vadly, the al*1llcabilty of design txnamelersand Ixopeny W0q)0(ale Rt& design hnto the overall building design. Bracing Indicated Is to prevent bucldhlg of hndlvldtKl Inm web and/or chard members orgy. Additional lemporary and peananent bracing M iTek' is always required for stablillY and to prevent colla)so wllh possible personal Inkey and Ixoperty, damage. For general guidance regarding the fatxbalk n. storage, delivery. erection anal brooN of trusses and Inns systems. soeANSI/1P11 Quality CdtMa, OSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information Ov011able horn truss Plate tnsRMo. 218 N. lee Street. Sulte 312. Alexandra. VA 22314 Tampa. FL 33610 Job Truss Truss Type oty ply T12379566 WPOt27 AS R001 Special 1 t Job Reference(optional) tluedere ruatsource. I area. riant cny, mronaa a oo • tr ..—. ... __. _. ._.-'-'---' '--- I O:N9BeziUtzDjj53XpKKwxzf z41Tf-X ULaOOFU;;0;RHu0CA810H ODB?Xhst85ai20 W yPChu 1-0-0 5•14 10.6-0 12.5.8 20.5-0 24.4.14 29-0.0 f30-0-0 1.0.0 5.6.14 4.11.2 1.11-0 8-0-0 4.7.2 1-0-0' Scale a 1:52.7 ax6 II 4 502 = 4)(6 = 3x6 = 3x4 = 4x6 = 3x6 = 3x8 = 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 YES Code FBC2014/TPI2007 CS1. TC 0.88 BC 0.79 WB 0.50 Matrix) DEFL. in (loc) Well Ud Vert(LL) -0.14 12 >999 240 Vert(TL) -0.38 10-12 >886 180 HOrz(TL) 0.11 8 n/a rVa PLATES GRIP MT20 244/190 Weight: 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 5.6: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-7-9 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpt 5-10 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1120/0.8-0, 8=1120/0-8-0 Max Horz 2=67(LC 16) Max Uplift2=-275(LC 12), 8=-331(LC 13) 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— 107211932, 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. 11; Exp C; Encl., GCpi-0.18; MW FRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS 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 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 (all 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 100lb uplift at joint(s) except 61=1b) 2=275, 8=331. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNING . Wry de49n pammetwo end REAO NOTES ON THIS AND WCLUDEO MrTEK REFERANCE PAGE Ma-7473 rev. 144Y1016 BEFORE USE Deslt in void rot use only vAth Mllek® connectors. Ms de slgl is rased only upon parameters shown. and Is for an IndMdual b uUdhng component. not a Inas system. Before use. the building demust mstveritythe applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling ng ofIndividual Ines web and/or chord members only. Additional temporary and permanent txacing MiTek' Is atways required for stability and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the fabrication. storage. delivery. erection and txactng of Irtmes and Inns systems. sooANSI/IPI I Quality Criteria. OSS•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable hem buss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tertpa. FL 33610 p TrussTruss Type tY T12370567 WP0127 AllRoolSpsetal 1 1 Job Reference o bona PBuildersFiistSoutca, Tampa. Plan Cny, Florida 33666 7 640 s Aug 16 2017 MTak InduElrrea, Inc. Frr Ott 27 13 51.01 2017 age 1 ID:N9BeziUtzDf153XpKKwxzFz4lTf-XULa00FUzyOnKHuOCA810HOCL?bNsgd5ar20 W yPChu r1-0-0 54i•14 10.6-0 14-5.8 22.5.8 29-" 30-0-0 1.0-0 5.6.14 4-11.2 3 11-8 B 0 0 6468 Scale = 1:52.7 4x6 = 4. 3x4 11 3x4 = 3x4 = 4x6 = Sx8 = 10 9 _ 3x4 3x6 11 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Ven(LL) 0.10 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Ven(fL) 0.23 11-13 >999 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES W B 0.66 HOrz(TL) 0.02 10 We rVa BCDL 10.0 Code FBC2014/TPI2007 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 directly applied or 6-0.0 oc bracing. 7- 12: 2x6 SP No.2 WEBS 1 Row at midpt 6-11 WEBS 20 SP No.3 REACTIONS. All bearings 8-8-0 except Qt=length) 2=0-8-0, 10=0.3-8. lb) - Max Horz 2=-67(LC 17) Max Uplift All uplift 100Ib or less at joint(s) 7, 10 except 2=-217(LC 12), 9= 378(LC 13) Max Grav All reactions 250 lb or less at joint(s) 7, 10 except 2=785(LC 1). 9=1263(LC 1) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1353/847, 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=-322/767, 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=-770/615, 6-11 =-1 02411731, 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.Opsh h=15ft; Cat. 11, Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(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) 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 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 7, 10 except Qt=lb) 2=217, 9= 378. 8) 'Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. O WARNING • Verily design pan motero and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE N067473 rov. IQA130015 BEFORE USE. Design vdlld lot use only Win Ml lek® connectors. Ihls design Is based only urwn pataneters shown, and Is for an Individual bul ding component, nol a cuss sysbern. Before use, the building designer must verify the apllicat)llty of design parameters and property WoQ7orole this design Into the overall buAlding design. Bracing Indk;oted Is to lxovent buckling of individual Inns web ad/or chord members only. Additional temporary and pennareni bracing M iTek' ' S always neq Atod tot stabslly and to prevent coltgxe wlih possible personal Irytay and Ixopeny damage. For general guidance regarding Me lab ricotlon. slotage, delivery, erection and bracing ng of trussesand truss systems. seeANSI/IPI I Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd. salary Information ovallablle from Inns Rate Institute. 218 N. Lee Street. Suite 312. Alexardda, VA 22314 Tampa. FL 33610 Job Truss Truss Type 0ry ply1 n2379sse W PO127 SAGE Common Supp or ed Gable 1 Job Reference tional Suadere FktlSbu ce, Tampa, Plain City, Florida 33566 7.640 s plug 10 2V 1 r Mi r sa rrwttsrnea, rm. rn va 27 w.a i.vc "17 we ' IO:N9BeziUtzDjj53XpKKwxzFz4lTf-OhvycMG6kG8eyRTCmtfXzVxZV P3gbRW EpMnyPpyPCht 1-0.0 10.6.0 21-0-0 22-0-0 1-0-0 10.6-0 10.6-0 1.0-0 Scale = 1.37 8 4x6 = 1Ig 30 = 23 22 21 20 19 18 17 16 15 14 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) -0.00 12 r/r 120 MT20 244/190 TCDL 70 Lumber DOL 1.25 BC 0.04 Ven(TL) 0.00 12 rVr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code FSC2014/TPI2007 Matrix) Weight: 99111 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All beatings 21-0-0. lb) - Max Harz2=-67(LC 13) Max Uplift All uplift 100 lbor less al jolnt(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. 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=4.2psI; BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18, MW FRS (envelope) and C-C Exlerior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS 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 ANSVTPI 1. 4) All plates are 20 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 nonconcurent 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 beating plate capable of withstanding 100lb 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. Q WARNING - Verify dedgn paramafa s end READ NOTES ON THIS AND INCLUDED WFEK REFERANCE PAGE W-7473 rev, lM2QO1S BEFORE USE. Design valid for use only wlm Mltek® connectors. this design Is bavad only upon parameters Mown. and Is for an individual Melding component. 1x)t a truss system. Before use. Ina Ixaalng designer must verify the apdkab6lty of design parameters and properly lincorpotato Ihb design Into the overall Wilding design. lk chg Indicated Is to Wevent buckling of Individtal truss web and/or chard members only. Addllorxll lemporary and permanent bracing MiTek' is always required for stallllly and to pxovenl collarxe w11h possliNe personal inlay and property damage. For general guldance regarding Brio fabrication, storage, dWlvory. erecllon and btacing of trusses and hens systems. saeANSI/TPI I Quality Criteria, OSB-59 and SCSI Building Component 6004 Parke East Blvd. Safety Information avdlaxe from truss Rate Instltule, 218 N. Lee Street. Sulle 312. Alexandria. VA 22314 Tampa. FL 33610 Job Truss Truss Type oty Ply r,237es6a WP0127 82 Cornmon 4 1 Job Reference (optional) Sunders FfrslSbefde, Tampa, Plant Glty, I-IOWs jubbb v a a .o av v M. — 1 w m— u— . ; — vim.+• ... • • ao • ID:N9BeziUtzD1153XpKKwxzFz4lTf-UtTLphHkVaGVab2OJbAm W TgkoHPKsm020XVxGyPChs 1-0 0 5.6.14 10-" 15.5.2 21.0.0 22.04 1-0-0 5.6-14 4.11-2 4.11.2 "-14 1.0-o ' Scale a 1:37.8 4x6 = Ig 3x4 = 3x4 = 3x4 = 3x4 = 30 = 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 YES Code FBC2014/TPI2007 CSI. TC 0.36 SC 0.52 WB 0.17 Matrix) DEFL. in Ven(LL) -0.06 Ven(TL) -0.19 Horz(TL) 0.05 loc) I/detl Ud 2-10 >999 240 6-8 >999 180 6 rVa We PLATES GRIP MT20 244/190 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 pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=824/0-8-0, 6=824/0-8-0 Max Horz 2— 67(LC 17) Max Uplift2=-225(LC 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; TCOL--4.2psf; BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except pl=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. WARNING • Vadry dodgn psramebre and READ NOTES ON THIS AND XCLUDED WTEK REFERANCE PAGE N9•7473 rov. 10,I)MIS BEFORE USE Design valkf for use oNy wlln tAlek®conneclors. Iris design Is based only upon parameters shown. and Is for an IrdMckal brlklmg comporenl, not o tress system. Beloro use, Ire bxOdng designer rntel verily the applIcabllly of design pamnaters and ptoperiy ilcorpaate Ihls design Into the overall Wingbuildingdesign. tracing Indicated Is to prevent bucldhng or Individual truss web and/or chord members only. Adcllllonal temporary and permanent trac MiTek' IS always required lot stability and to prevent collcpse wllh possible personal"and properly damage. For general guidance regarding the Iabrlcolbn, storage, delivery. erection and tracing of frtmes and truss systems. seeANSI/IPII CuaBly Criteria, OSl-89 and SCSI lulld rig Component 6904 Parke East Blvd Safely Information ovcllobte from truss Plate institute. 218 N. too Street. Suite 312, Alexandriaa, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Fly Tt237es7o wP0127 83 Common 3 1 Job Reference (optional) 131nasrs Fustumfea. l ampe. mam eny. Fartne :rfaoo ....-.,.,...r .___.. ..... _.. ... --. -. ---------- _---_ 10:N9BeztUtz01153XpKKwxzFz4lTf •UtTLphHkVaGVab2OJbAm W iTgYoHKKsh020XVxGyPChs 1-0-0 5.6-14 10.8-0 16.5.2 21-" 1 0-0 S6.14 4.11.2 4-11.2 5 6 14 Scale = 1:36.3 4x6 = Ig 3x4 = 30 = 3x4 = 3x4 = oar - LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Ven(LL) -0.06 2-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Ven(TL) -0.19 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.18 Horz(TL) 0.05 6 We IVA BCDL 10.0 Code FBC2014/TP12007 (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 purlins. BOT CHORD 20 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 Uplilt6=-196(LC 13). 2=-226(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3_ 1450/900, 3.4=-1277/847, 4-5=-1287/856, 5-6=-1450/911 BOT CHORD 2-9=-747/1277, 6-9=-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. VUIt=140mph (3-second gust) Vasd=108mph, TCOL=4.2psf; BCDL=3.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (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 psi bottom chord live load nonconcurrent with any other live loads. 4) - This miss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 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. WARN/NO. Verle y dosepn paremef4ne and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE MIF7473 rev. IaMWIS BEFORE USE Design willd for use only with MlfeWcornnectas. thscieslgn is based oNy upon parameters shown. and Is lot an indivi ual building component. not a teens system. Before use. the bulking designer must verily the apdkab8lty of design parameters and property l ncotlexate this design Into the overall orgy Ackltional temporary and permanent bracing MiTeWbt/lding design. Bracing Indicated is to prevent buckling of individual muss web and/or chord members is always recpJred for stablllty, and to prevent collapxe wllh possible personal hkay once ptopeny damage For general guidance regarding the, labflcatlon, storoge. delivery. erection and bracing of If asses and teem systems. seeANSI/IPI I Quality CAfeda, DSB-89 and SCSI Building Component 6904 Parka Ease Blvd Tampa. FL 33610 Sedoty, Information ova0oble from Irem Rate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type b T1237OS71 0WP127 CJ1 Jack•Open 6 1 Job Reference o tional Buudero Frcetsoures, range. rmm cny, rronaa -ruee ID:N9BeziUtzOji5 ;WtK;FFZ4lTf-y3oj11HMGtOMBldbtlr92wOvgClg3KgXHgH2TryPChr 14M 1.0.0 1-0-0 1.0.0 Scale = 1:6.6 2x4 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Ven(LL) 0.00 2 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ven(TL) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rVa rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 5 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=-StMechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift3— 8(LC 1), 2— 69(LC 8) Max Grav3=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. BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0-0 oC pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C: Encl., GCpi=0.18; MW FRS (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 D0L=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for taus 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. WARNING - VwW dearpn paromefere and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M67473 rev. IM3,20/6 BEFORE USE. wtDesignvalidforuseonlywithMIlekOconneclors. Bits design Is based only upon parameters shown. and Is for an Individual b ldfing component, not a Inns system. Before use. the brlkling cleslgrxx (nusl verify the ar)OICObIl fy of design ixtrarneters cold proporiy hcorpotalo tills design Into the overall bxNdhg design. Brcichg Indicated is to proven) buckling of IndMdual Inns web and/or chard members only. Additional temporary and permanent lxocklg M iTek' is always recluked for stability and to prevent collaiva wllh possible personal they and Ixopeny damage. For general grl once rogarding the fabrlcalloix storage, delivery. erection and bracing of tnrsses and truss systems. seeANSI/rPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available born truss Plate Institute. 218 N. Lee Stieel. Sulle 312. Alexarldda. VA 22314 Tampa. FL 33610 Job Truss ruse ype ty Ply 1r237es72 WP0127 CJ3 Jack -Open 6 , 1 Job Reference (optional) Budders Firat9ource. Tanya. Plain City, Ffenda 33566 r.—.s-9 io cu,'inna vusnwa.•R. rn— a• .a - - . a..,uiw ID:N9BeziUtzOg53XpKKwxzFzalTf-y30f 11 HMGtOMBIdbtlf 2wOvACkd3KgXHgH2TiyPChr 1-04 3-0-0 1.0.0 3-0.0 Scale a 1:10.9 2x4 = LOADING (psq SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ven(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8.0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplilt3=-42(LC 12), 2_ 72(LC 8) Max Grav3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (Ib) - Max. CompJMax. 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.Opst; h=15ft, Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exledor(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.Ops( 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. WARNING - Verily dedgn psreme ws end READ NOTES ON THIS AND INCLUDED WFEK REFERANCE PACE MIF7472 rev. 10101W IS BEFORE USE. Design vaikd fa use only with MlieMconnectors lhisdeslgn Is based only upon polaneters shown, and Is (Oran hdlNdlal building component, not wtain= system. Before use. Iho IxAddng designer must verity the appilcoblity of design p mameters and properly Incorporate Mb design Into the over" Wilding design. Brocing indicated Is to prevent tmckting of Individual truss web and/or chord members only. Adc&Ikrnai temporary and pxermcnnent Lracing MiTek' is cAwoys required for stablity and to prevent collapse won possItAe personal Wray and property damage. For general guidance regarding the fabrication. storage, delivery. erection and tracing of trusses and Inn systems, soc ANSI/TPI I Quality Criteria, OSS-89 and &CSI Building Component 6904 Parke East Blvd Safety Information available Rom Truss Plate Institute. 218 N Lee Street. Srdle 312. Mexanarrla. VA 22314 Tampa. FL 33610 Job Truss Truss Type H T12379573 WPOt27 CJS Jaok•Open 5 t Jab Reference(optional) Rudders FirstSourca. Tempo. Plant Gay, Fbrrda 33566 ID:N98eziUtzDp53XpKKwxzFi41Tt•OGa5ENl_18WDpvCnRODEb729ocOzonwhVKOcO8yPChq 1-0-0 5-0-0 140 5-0-0 20 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 TCDL 7.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20141TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/MeChanical Max Horz 2=91(LC 12) Max Uplift3=-81(LC 12). 2=-75(LC 8) Max Grav3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:15.1 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 244/190 Ven(TL) -0.07 2-4 >820 180 Horz(TL) -0.00 3 rVa We Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 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; Encl., GCpi=0.18; MW FRS (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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psl 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. O WARNING - Verlry dodpn jawamofan end READ NOTES ON THIS AND INCLUDED UMFK REFERANCE PAGE MO.7473 rev. fa•034015 BEFORE USE. Design vaitd for use ordy vAm MI lek® connectors. OnB design B based ordy upon parameters Mown. and rs for an Individual building component. not a lam system. Before use. Iho building designer must vaelfy tho a ppftatAlty of design paametersand tropetiy Incorporate Ihb design Inio the ovetdl building design. Biaci ng Indicated Is to prevent b uckiIndividualg of Individual tam web and/or chord members orgy. Addtlond temporary and permanent blar WingM iTek' is always required lot stability and to prevent collapse with possUe personal IrWry aid property damage. Foe general guidance regarding One labrk:allon. storage, da.4Nery. erection cw tracing of lames and truss systems. seeANS1/TPi I CualiN Criteria, DSB-69 and SCSI Building Component 6904 Patke East Blvd. Safely Information ovallable corn truss Rate Institute. 218 N. Lee slicer. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type tY Fly T1237es74 WP0127 EJ7 Jack -Open 9 , 1 Job Reference(optional) tsuaaers austaource. Tampa. rram Lay, monaa aaaoo . y ._. ...._.. ...___..__...._.... __. _.._ 10:N9BeztUtzDil53XpKKwxzFz4lTf-OGa5ENl_tBWOpvCnR00Eb7ZxgczXorlwhVKO yPChq t -04 7.0-0 1-0-0 7.0-0 3x6 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.10 2.4 772 240 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Ven(rL) 0.24 2-4 337 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 We rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (IWsize) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz2=122(LC 12) Max Uplih3=-102(LC 12), 2=-85(LC 12) Max Grav3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. CompJMax. 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 puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS 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 nonconcuffent 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 01=lb) 3=102. 6)'Seml-rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING • Verily deafen peramofws and READ NOTES ON THIS ANDWCLUDED M1fEK REFERANCE PAGE MI.7473 ray. IG02MIS SEFORE USE. Oeslgn valid for use orgy VAIN W lek®conrmnetofs. lids design Is based only upon parameterssfown. and Is lot an i d iviclual b tiding component. not a truce system. Belofe (Ise. the lxlk*V deslgnef must verify the al)pfi :alAlly of design parameters and Ixoporly Incogorale #%design Into the overall building design Bracing IrMaled Is to prevent t)mlding of lndWtdd truss web and/or chord members only Additkxd/ temporary aril Iormanenl brae -trig M iTe k' Is a ways tequdred tot stability and to Ixevenl collapse with possl)le personal Injury and Ixopony damage. For general guidance regarding the latxk; alkxn. storage, dellvery. erection and bracing of fnmes droll buss systems. seeANSI/TPI I Quality Criteria. DS6•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallotxe Rom Ituss Hale Institule, 218 N. Lee Street. Sulle 312. Alexardsrla. VA 22314. Tampa. FL 33610 Job Truss Truss Type ty T12379575 W P0127 HJ5 Oiagonal Hip Girder 1 , 1 Job Reference (optional) BUdders 1`IIS1SOUMS. I ampa. mant l,:ny. r•rartoa 7JOOo ....-........y................ ...__....__. ..._. -- --- I D:N960ziUtzDij63XpKKwxzFz41TI-uS8TRjJcoVe4 R2nz9jk.T7L5D.. --. -d. O•N-g-X'.DwgIL----m9Yby0Chp 1.5-0 3.9-9 6.11.14 1.5.0 3.9-9 3.2.4 0 0 4 Scale: 3/4'=V 2x4 = 2x4 = 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 FBC2014/TPI2007 CSI. TC 0.19 BC 0.23 WB 0.08 Matrix) DEFL. in Vert(LL) -0.01 Ven(TL) -0.03 Horz(rL) 0.00 loc) Vdefl Ud 6-7 >999 240 6.7 >999 ISO 5 rVa rVa PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 4=74/Mechanical, 2=315/0.10-15, 5=151/Mechanical Max Horz2=100(LC 4) Max Uplift4=-47(LC 4), 2— 103(LC 4), 5=-32(LC 8) Max GraV 4=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=-355163 BOT CHORD 2-10=-101/337, 7-10=-101/337, 7.11_ 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.Opsh h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope); cantilever left and fight 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 lit 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 Qt=lb) 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 Ib up at 1-4-15. and 25 lb down and 38lb 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 18lb 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=l 25 Uniform Loads (pit) VeA: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, 8=22) Q WARNING - Vadly datign perimeters and READ NOTES ON MIS AND INCLUDED MrrEK REFERANCE PAGE M11 473 rev. IM"IS BEFORE USE. Design valltl for use only NA91 Mllek®conneclors. Itds design It posed only upon rywomelem sfwwn. and is rot an hdMdrwl building component, not a lam system. Before use, the building deslOncY r nust verify the appllcab11iry of design paramolea and Ixoperly Worpborate tt1t design Into the overall banding design Bracing Indicated Is to rxeveni txtcldlrlg or IndMtlual truss web and/ot chard members orgy. Additional lempoafry and permatwnt bracing MiTek' is always rerfiAred for slablilty and to txevenl collapse wllh possible personal"and property damage. For general guidance regarding the la ricatlon. storage. dellvery. aecllon and bracing of fnrsses and Irtm systems. seeANSVfpl I Quality Cdtefta. 0$8-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Russ Plate Institute. 218 N. Lee Street. Sulle 312. Alexandno. VA 22314. Tempe. FL 33610 Job russ russ I ype ry Ply 71237957E W POf 27 HJ7 Diagonal Hip Girder 2 , f1 Job Reference tional matters "elbource. r arpa, ream -.ay. rronaa aaaoo • • u- ID,NOBeziUtzD1153XpKKwxzy4,;l i-uSBTR)JcoVe4R2nz4IkT7L5Ab0JnXAngk m9YbyPChp 1.5-0 5.2.9 9.10.1 1-5.0 5-2-9 4-7-8 2x4 = 2x4 = „ o 5 2.9 4.7.8 Plate Offsets (X Y)-• 2-Edge 0-0-61 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ven(LL) 0.04 6-7 999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.46 Ven(TL) 0.10 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(TL) 0.01 5 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 BOT CHORD 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(LC 4), 2=-145(LC 4), 5=-82(LC 8) FORCES. (Ib) - 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=-272(702, 11-12=-272/702, 7-12=-272l702, 7.13=-272J702, 6-13=-272/702 WEBS 3-7=0/286,3-6=-748/290 Structural wood sheathing directly applied or 6.0.0 oc puffins. 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. It. Exp C; Encl., GCpi=0.18; MW FRS (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 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 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 Qt=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 devices) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15. 68lb down and 85 lb up at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4-2-15, and 50lb down and 87lb 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 (pit) Ven: 1-4=-54, 2.5=-20 Concentrated Loads (lb) Ven: 8=44(F=22, 8=22) 10_ 75(F=-38, B=-38) 13= 36(F= 18, B— 18) Q WARNING . VeAIy dedyn parameter and READ NOTES ON THIS AND WCAWDED MrrEK REFERANCE PAGE Mf}7473 rev. 106MI S BEFORE USE Owign valid for use only with tviilek6 connectors M design is based orgy upon parameters shown. and Is for on Individual building component. nor a Inns system. Before use. the txdlding deslaner must verity the applicability of design pdndanerefs and pfopxrly Inco4wrato tits design Into tho overall Brocing kidlcoled Is to buckling individual Inca web and/or clwrd members only. Additional temporary and permanent bracing MiTek' building design. prevent of Is always regrdred for stability and to prevent cdrgxe with possible personal Wary aril property damage. For general grAdaice iogardng Ito 6904 Parka Easl Blvdfabk:allon. storage. delivery. erection and bracing of trusses and frrss systems. seeANSI/1P11 Quality Criteria, OSS-89 and 6CSI Building Component Tampa, FL 33610SafetyInformationavailablefromtrussWaleInstitute. 218 N Lee Street. Salle 312. Alexandria. VA 22314. Job Truss Truss Type 0 ty ply T1237e5n WPOt2/ M1 MonopdCh 1 1 I Job Reference (optional) Blafdars FaclSburca. Tampa. From Cm/, 1`10(10a 33555 nary 'u""' ^"•^^' • • •• •••'• • '•• — . 10: N9BeziUtzDli53xpKKwxzFz4lTf-Merrf3KEtomx2CMAYRFigYeG2017GhPzzeVp4I yPCho 1- 0-0 6.6.8 1. 0-0 fr6-B 20 11 Scale = 1:19.0 2x4 = 6. 6-8 6. 6.8 2x4 11 LOADING( psQ SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.08 2-4 >898 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.20 2-4 >359 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(fL) 0.00 4 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. ( lb/size) 4=216/0-6-8, 2=304/0.8-0 Max Horz2=128(LC 9) Max Uplift4=-78(LC 12), 2=-93(LC 8) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-163/270 NOTES- 1) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf: h=15111; Cat. 11; Exp C; Encl., GCp1=0.18; MW FRS (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 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 joinl(s) 4, 2. 5)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. O WARNING - Verily dedgn parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE M9.7473 rev. I&M M16 BEFORE USE. Deslgn valid for use only Win Ml lekO connectors. Ihls deslpn is txmed orgy upon parameters shown, and Is for an indlvidial twltling componlenl, not a truss system. Before use, the 1xlkAng designer must verity the appllcabllty of dew parameters and Ixoperly incortorale this design Into the overall only. Additional temporary and permanent bracing MiTek' tAddingdesign. Bracing Indicated Is to prevent budding of trxllvldual tram web anal/or chord mornbers is always reculred for stalAlty and to rxevent collapse w11h possbie personal hpay and Ixoperiy damage. For gonoral guidance regarding the fabrication, sfor<rgo. dudlvery, oreetlon and btacfrlp of Irussos and tram systems. seeANSI/iPI I Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdtatlle from buss Rate Institute. 218 N. Lee Street. Sidle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type ty T12379578 WP0127 M1G Koh Hip Girder 1 , t Job Reference tional I3u11eers "taim0utce. I ar po, ram t,ny, rwnaa o,raoo • ^ - - • -. i l d " Z -' - -- - I O:NBBezIUtzOpp53XpKKwxzFz4lTf•Merrf3KEZomx2CMAYRFIgYeMwOtaGlLzzeVj4lyPCho 1.0 0 6-6-81-0-0 5-0-0 16-8 Sx8 3 2X4 = 30 = ' Scale a 1:16.5 Plate Offsets (XY) 13.0.5-12 0-2-81 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.35 Ven(LL) 0.02 2-6 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Ven(TL) 0.05 2-6 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 5 n/a n1a BCDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/slze) 5=381/0.6.8, 2=349/0.8-0 Max Horz2=103(LC 5) Max Uplift5=-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 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15111; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (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 psi bottom chord live load nonconcufrent 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 joints) except 01=lb) 5=137, 2=115. 6)'Semi-rigid pltchbreaks 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) 60lb 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 (pit) Van: 1-3=-54, 3.4=-54, 2.5=-20 Concentrated Loads (lb) Vert: 6=-149(8) 3=-60(8) Q WARNING - V&rlly d&dpn param&f&rs and READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGE MI1-7479 rov. IOM3,2015 BEFORE USE Oeslgn vafkl for use orgy with Mttek®Conrwclors M design is bosod orlly upon parameters shown. and Is for an Individual buldlrld component, not a lass system. Before use. the IxBdng deslgnet must verify the appllcabllty, of design parameters and properly l ncogxxate this design Into the overall building design. Bracing Indicated Is to provenb bucaing of IndNkki l truss web and/or chord members orgy. Addllkrnal temporary and permanent bracing M iTeW is always required lot s1a1111ly and to prevent collapse with possible personall Wnfry and Ixopeny damage. For general guidance tegarding he fabrlcc tbn. slorago, delfvery. etectkxn aril txocing of lrt=e5 and (any systarns. soeANSI/TPI I Quality Criteria. OS8.89 and SCSI Building Component 6904 Pork& Easl Blvd. Tampa. FL 33610 Safety 1Mormadon avollot3le from Truss Plate Instllute. 218 N. Lee Shoel. Suite 312. Alorrandflo. VA 22314. Job Cuss Truss Type b T12379579 WPO127 V4 valley 1 , 1 Job Reference (optional) 35t•062017 P t Builders FaslSource. Tamps, Plant City. Florida 33566 7,640 s Aug 16 2017 MiTek Induslrree, Inc. n Oct 1 Pa I D:N98ezi UtzDI153XpKKwxzFz4lTf-ggGEsPKtK6uogMwM68mxOmBbCp51?8f7C1 FGcTyPChn 3-6-0 36-0 a Q 0 2x4 ':r- 2x4 11 Scale = 1:10.2 LOADING(psl) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Ven(LL) n/a rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Ven(TL) n/a I'Va 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 11 lb FT = 20a/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.6.0 oc purilns, except BOT CHORD 20 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 1=96/3-5-6, 3=96/3-5-6 Max Horz 1=49(LC 11) Max Upliftl=-26(LC 12), 3=•34(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C: Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(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 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 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 100lb uplift at )oint(s) 1, 3. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING- Verify dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NO.7473 rev. 10M MIS BEFORE USE DWIM valid for use o ly wpm Mltek®conneclors IMs deskp is based oMy upon parameters shown. and Is lot an individual twkfhg component. not a Inas system. Before use. the building doslgnes I null verity the gx111cabllly or design parameters and Ixoperly heorpotate this design Into the overall oNy. AdcllOorxa lemporary aril paimatanl Ixochg MiTek' Ixsdlrlg deslgn. Bracing Indicated is to Ixevenl buckling of IndMdual tnrs web and/or chord members Is always recaJred lot stablilly and to fxevent cdtgze wllh possible personal "and pxoforty damage. for genelal gtldalee regarding the kltxhatlon, storage. doltvery, erection and bracing of trusses and Inns systems secANSI/rPI I Quality Criteria, DS8.69 and SCSI SuMng Component 6904 Parke East Blvd. Tampa, i. 33610 Salary Intamatlon avalbable train truss Rate hutllule. 218 N. Lee Street. Sulte 312, Alexandria. VA 22314. Job I ruse Tfuss Type oty ply T12370680 WP0127 V6 Valley f 1 Job Reference (optional) Builders FrrslSoures. Tampa, Plant Gay, Fbrraa 33566 ID:N9BeziUtzOI153XpKKwxzFz4lTf-ggGEsPKtK6uogM i 68mxDmBWTpOt?Bf7CIFGcTyPChn 56-0 56-0 2x4 II 2x4 - 2x4 11 LOADING (psi) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 TCDL 7.0 Lumber DOL 1.25 BC 0.44 BCLL 0.0 Rep Stresslncr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix) DEFL. in (loc) Well Ud Vert(LL) rVa Na 999 Vert(TL) We n/a 999 Horz(rL) 0.00 3 n/a rVa 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=170/5-5-6, 3=170/5-5-6 Max Holz 1=86(LC 11) Max Uplifll_ 47(LC 12), 3=-61(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:15.3 PLATES GRIP MT20 244/190 Weight: IS lb FT = 20% Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. Rlgid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph: TCDL=4.2psh BCDL=3.Ops1; h=1 Sit; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(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 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. 6) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. WARNING - V4Aly design paramefon and READ NOTES ON THIS AND INCLUDED t1BTEK REFERANCE PAGE MIF7473 rov. 18113MIS BEFORE USE. Design valkl lot use only with Milek®connectors. this design is based orgy upon rysameters Mown. and is for an trndlvkltral building component, not a Inns sysler n. Before use. The IxAdng deslgnor must verily the cWicabllty of design pa<aneters and Ixopedy incorporate this design Into the overall Addtllonal Temporary and tracing MiTek' building design. Bracing Indicated Is to provent LxtcklUV of IndNktual Inrss web and/or chord members only pemnanenl Is always required lot stabAlty and to lxevent collgxo Win possible personal k*" and pto(mrty damage. For general guidance regardkng the fabrication, storage. delivery. erection <3nd bracing of tames and Miss systems. seeANSI/IPI I Cudiry Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovallable Ban Truss Rate Institute. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tarrpa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions ore in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'/1 d' WA For 4 x 2 orientation, locate plates 0-1Ae from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. D56-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown In ft-in-sixteenths Drawings not to scale) 2 3 TOP CHORDS 0 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved W1 0 MiTek' MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stabuity bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or altemotive Tor I bracing should be considered 3. Never exceed the design loading shown and never stock materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear lightly against each other. 6. Place plates on each face of truss at each Joint and embed fully. Knots and wone at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shoo not exceed 19% at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber Is a non-structurol consideration and Is the responsibility of truss fabricator. General practice Is to comber for dead bad deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlIns provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less. If no ceiling Is installed, unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review oil portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in occordonce with ANSI/TPI 1 Quality Criteria. RECORD COPY f n City of Sanford Building and Fire Prevention Product Approval Specification Form WILDING Permit ## 1 7- 3 6 4 6 (SANF0RD Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru 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 Awnin Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 N Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Hard i Bldg Prod Inc HardiPlank 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 Shin les 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 04, 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 6/9017 Florida Building Code Online 11 fit RegulationBusiness & Professional r 50S Home I Log in I User Registration I Hot Topics Submit Surcharge Stats Q Facts Publications FBC Staff I SCIS Site Map I Links I Search b a S r Product Approval IUSER: Public user Product Approval Menu > Product or Application Search > Aoolicatlon List > Application Detail FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL1S000 R2 COI Certificate Of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Vear AAMA/WDMA/CSA101/1.S.2/A440 200S ASTM D1929 1996 ASTM D2843 1999 ASTM D63S 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect hops://OoridabLdiding.org/pr/pr ppp oll.aspx?param=wGEVXQmDquS73Fr2ZyiPozAr A6CzHQ3yMKo2Hy8p/*2fuCfc2MRiSC82v%3dp/o3d 1/3 619/2017 Florida Building Code Online FLLS000 R2 Eauiv FL - 15000 Eouiv of Standards.odf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r Method 1 Option D 05/29/2015 06/28/2015 07/05/2015 08/19/2015 FL # Model, Number or Name Description 15000.1 a. "Fiber-Classlc" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidellte(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II 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 FL15000 R2 AE EVAL 15000A.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.) 15000.2 b. "Fiber-Classlc" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidellte(s) - Inswing (X, OX or XO, OXO, XX, OX) Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLLS000 R2 If INST 1S000.2.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 "Y' part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 1S000.3 c. "Fiber -Classic" or 'Smooth -Star" 8'0 'Non -Impact' Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, 0) Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLL5000 R2 11 INST 1S000.3.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 FLLS000 R2 AE EVAL 1S000.3.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "Y' 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 Sidellte(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 LS000.4.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "Y' part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.5 e. "Fiber -Classic" or "Smooth -Star' 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) https:/AoridabUlding.org/pr/pr_app dtl.aspx?param=wGEVXQwt0quS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w°%3dI 2/3 6/9/2017 Florida Building Code Online Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II INST IS000.5.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 15000.5 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 "]" part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 f. 'Fiber-Classlc" 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 1S000.6.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 1S000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 1S000.6.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of ']' part number doors, which have been stained or painted within 6 months of Installation.) BAtk Naxt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: M-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Ptivacv Statement :: AoceWblOty Statement :: Refund Statement Under Florida taw, email addresses are public 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 mall. If you have any questions, please contact BSo.487. L39S. 'Pursuant to Section 4SS.27S(I ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Deparment 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 4SS, F.S., please click Qom. Product Approval Accepts: aCNcl M Credit Card Safe https:/moridabUlding.orglprlpr app gd.aspx?param=wGEVXQwt0quS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8a/o2fuCfc2MRiSC82w%3dalo3d 3/3 ECERIOR I- A- i 4 INTERIOR 36MMAX FDOOR 1 HOPJZONrAL CROSS SECWN 7 FAIaMtH \,V D" PANEL 4D= - z ... [ I Ar13Fej 91 EXTERIOR INMIOR Cd 1 JJ ti ffl GiM-LAscnx=) 12or DOOR PANEL Fiber Clcssi4 TF am OV24/12 HINGE WRAIL -WAa N.TI RC) JKVERMACMM=01DOORPANEL m VS 09~ olu 5M.3 3. al- L2 1/SGLISS 25- STEZI INTERCEPT fNTERJSPACERM4.1SEE NOTE 1 S' 1N LATER GLASS w/ swc Lar FRAME A IN - DETAiI 13.9vy MAX PANSWIDTH 7,12SMAX SIDEUTF PANEL Smooch Star 1/2. mw. 1/SGlAtS 1/2" MIN. o GLASS THK. GLASS THKIII EXTERI Zd TEMPERED GLASS Gl TEMPERED CLASS S• ' ': t v+ ppr11 AIR SPACE 1*2 AIR SPACE 6 o e 34 i `rR... 3 S .. 8. 5' STEEL 1/8" s;;: TEMPERED INTERITERCEPT CLASS TEMPERED GLASSACER E NOTE 1 29\a740 41 a S' INSULATED PVC LITE FRAME CLASS W/ GLAZING DETAI SEE NOTE a a of btt Nult I w 7 \ HO JZOMAL CROSS SECTION m 4 SIOEUlE PANEL 215T 42 ZPIAS'RC I1P UTE FRAME PtJ.SRC UP U1E FRAME E)CTRIlOW PVC E7CiRU0E0 SNC y I L.____y_lprr -{ I O I z L CROSS SECTTON SlOafr o l I 4 SfOEUTE PANf1 NOTE, Z I. Spocap for Ham #29 k J41 (fits forme acrawa) - 2 N42 1531• -H t I.-(sr-4 A is oa follow From the bottom up on sides: &5'. l with (7) mors cpaced at 9.075' o c. them are (2) or< er. JK c SIOf] RE TOP Ac BOTTOY scrum; both top and bottom at 2.125' In fmm each oroc 1m (i5 42 ZS10s' aIANK SIDE SRLE wmar. nFINGERJOINEDPONOFJ20SAPIN$ SG 0.43 FINGER JOINED PUMA PINE SOe0.43 FL-iS000.J 49 t3 40 17 JfMIN. y a4 7 r :t.••O tv \ a 654 1. The z"te k dtreaf sat Into the jamb WO (72) Rom #43 a ®8 x Z' pf& wood screw. Thera are 13 ( 4) at aoah ver8oal Jamb, from the top dorm at 18 13.5 , 3i' 46.9' & W There am (2) at the 21 1B header at 4* from On outside corners of the1-114-MI?L frame. Them am a SA& (TTp.) outside eornarc. ( 2) at the s1U, 4' from the t„ 4B •., 1 HORZONTAL CROSS SECTION X 7 ` ` v 48 1-1/4' WL 3c O EMS. (YYP) 1SMiN 45 17 1J 8 C-S43 WK µe 7 Jh 81GB to ACRVE a :: f;N. : i: :' . r :, Gi 1AZi 4. 3 SEE NOTE 1 jr - EXTERI A. 2} we W24 2 9 4J axe K.T.S. r q10 J6 12 um ur, JK • aK W. irS 3 2 HORZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECRON EXIlJilog Q%VM m, a M7 7 )8 FL-15000 3 c L a 12 0 11II r II SHOWNNFOR 1 II 1 REFERENCEO0 l I I MASONRY f9 1 TP. HEAO 1 MULLION), I 1 OPENING TYP. HEAD 1 do JAMBS SHOWN FOR II t: I REFERENCE II 1 I a II 1 ZX BUCK I! a II 2X OUCK 1 II a II a ASTRAGAL i i ascp C 1 `ASfRAGAL II a SHOWN FOR II l OWN FOR II REFERENCE0 It by RHEFEItENCEl II a II l II 8 II I yi, II 1 II 11 If DOUBLE W/SIDELITES BUCK ANCHORING 4 F.._c gQMfi DOOR IARING MASONRY OPENING GbNCRE1EANC]{OR NOTE.` f. i-cncmt& d9"c coTonc atthe aamea maybeacqu#W to mcd dale the m&L 2X BUCK edge dance to m m to joift 2. Canaefe 0ndwrloeaS"noted as t,4AK. ON CBJtE nndbe adAaW to mabtcb dte mh edge dLIahee 10 malar jotr 0ddt1ond Oahaete anch= maybe nquled to enum th* %IAX ON CWWd}noub7 ae wteroeeded 3. Canaete anc artow- nW a TAPCON 1jP I-I/4 r d• B•Co vunAcoH 1/C' 1.1/4' 1' 4' 1 II H II II SHOWN FOR II 49 ; REFERENCE II T'HEAD I I MASOP. PENNN Ofdo JAMBS i I 11 I I II II I I II II I I T 2X BUCK I I MULLION I SHOWN FOR I I II li II REFERENCE II II II it oV and 8 a R o rW- a I a° T 02124112 i3 B N.T.S. i a [! h JK A, c tm vs mma „ m a a ate, 'o '"_.." .` 8 8 i d a d 1a68 taw 20" ins 1Qw „ 8 w uz BOTTOM h r m 6 a IFIR 27 \ V d 3W 27 ' 27 TTP. T1•R. vs v• v e v v MC 4S W 3ZS 1.91V 0,75 G-V KSEEw6P- 02,124112 ; ASTRAGAL DETAIL WAM N.T.S. 1 NOTE, ors an ix a 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP Data* LFS AND THE BOTTOM. arrro Wl s FL-15000.3 0 mm 1 ar 122 0 THERMAITRU THERMA TRU DOORS T I a JN.Ue111e.. on., Qo" -. am "51" FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING w/ & WOUT SIDELITES FIBERGLASS DOOR TION-IMPACT° C-84VAL NOTs 1. Thar product has been evoklalad and ka.smptmlae mph f1m sir, 6dAon (70141 Batch kd tp Cade PO slrucMd rey6=mistndodulg Ow I%h Velodty Hurdcarse zone (1m 2 Product oxf-s tol beas (bled and spaced assftwm on de chAndwenteanelt to bole moterid shag bo beyond wc1 dresba orAsceo. When used Dt gle lrVFQ' Ifsfr ploduCbsegskad c bepmfeded Wlh an W adnydard Covarinp (flat tompGet vdgt See•Ion C6 of the FDG 4. When.saed to areas a4WO of lhe'rrYHV mq*) V Wad bane dehds p oisobn ltlh pfoducta ruedtobsprotededwrthontmpodredduntcovaorgihWconipgslsl $Odon160P.72of ftse F1SG , S. For21 dud in m*tg cw%gnro6onr a tdafng of them uritf shd be Ihst sans asthatdaovm far2c bucknWorrry caratnrdlo n. 6. 511e mrrd7iOnf Motdaviole Dom the detab of fhb &ovtilg requie WherenghowlltV coo" by aDc --' er;!l.arveoered=M.L 7. This product does notrrseet the wrier t 4tru0m mgsrtomarib lbrihe-mVW. erg two own be InskA* doriyBrrsonfiobHdw meanprathdbiabfebeolaapnNectedbyaroveftMor canopy 1hatthe angle between the edge ofcanopy or awwt=V tos3 blew than 45 degvft 37jrmkx ovaaftFX" WDiN D D SEC OEM A'/ t 511E7: T 6 D DOME N/5f0ELM MON - UNff 0) om If U144 -L,Yj Ii SEE MA SHEEP 6 / DOME 1 M UNr 3E A R fflgQq{{ gel LV" e SEE DEVALL A / SHEET 6 S S SWME W[ NSWMo UNIT 47. 0 47.0 1 +MO 1 -60.0 47. 0 47.0 1 +dM0 I •60.0 C FL- 150004 55 IA 56 `j.*VO a EXTMQ$ci 4. '\. f \I/y !\ 1:•i; .R.• `t.•i.i.`...•: L.iY••7• ..'•S a fflf/IJf1i11+t i i •' i' ice'• .t•r. L p p p 4 • "':: ?f;La i ems` SQL 2.. .°'a { 1. -7 • o 7-•. \i. ,^1 .1 i )`n'1 '''aF'••r,i lJsi •a+: 6 •t:t t+J ot bL. • .' `y Y . • 1 i a.-•l:.r, L .iy g '! a' `ems r :i. .. • g tf Z 34•_I t•ti ra.Y:..X:S."!0i..t :h • 1a ti;? R>'. Qp S O 34D0'MAK INNIMMOR / R .7 4 4f 0 6 6 DOORFAMMWIDTH Stifz: F IT 7 NORIZWM GROSS SECTION 2 DOOR PANEL 1` , H,' y 0=103 —All miss€ zs a' 2 d L n,';i •• g 18 — ' "•. ' • I a iz O1 sr ooTN srAR) s{ ro(srPioa IA jiQljR PANEL t;: Tt`; • °. Smooth StarInLM37 Z oaa 0224-12 E se N.T.S. HINGE STitE =ll RAIL 2 VERTIU. CROSS SECMN Ss ( SNO071i STAR) S7 SHOOTTt STAR) 2 DOOR PANEL qGG EY US 3 ausrlo la. a FL— T5000. a a 12 O Af 3 z 4 t 38 t • A 1t J8 11 cY z e: - is v r lt;:•e 4r6 r8 8ggn 9 N 17 17 e < 4. rw ' 45 r' ,. 26 ggW42 20 39 31 rje, b y a YSU78 33 43 41, 4 m 77 47 SE` NOTE 1 T L. ".:. • 46 3020 to Ea atcs >: a 13 EYrMP3 EMMIOR B JGaERMId1 SEE 01 l'4 NOTE 2 r• t r;r Y.•.t.:. 4G y l:• r., 46 SEE NOTE 2 IA 47 I L..• t!L r' .• 8 j ;•> j' ,r 3 VEFMCAL CROSS SEMN ti •%';''• 1 . = S shown w/tx Sub -buck 28 d• 40 k'r,• 42 19 OPTIONAL SURFACE BOLTS ON ACMr PANEL 30 19 13 SEE DESIGN PRESSURE CHART)14 C 31 SEE NOTE 1 S a f ' I. Tho Mdellto to duvet act Into the, jamb with (12) c i t , i Item J43 a /8 x 2' pft wood serer. Then are (4) e r •, of each wrtfod Jamb, from the top doers at 134; ems•` 24 12 a 11 31'. 485' < 66. Thera are (2) at the header ct tft N. T.S 4' fromtheoutrdecomer~ of t13 frano. then ore 2) f1J a f8 x 2-1/2' pfh. wood screw at the o*a er: JK sll, 4- from the outalde comers. aec LFS 3 i VERTICAL CRASS SECTION VE]tTICAL CROSS SECTIONCRO55 SECTION 2. OPTIONAL SURFACE BOLTS ON ACTS PANEL tam rQ' a S 5 SEE DESIGN PRESSURE allM FL-15000.4 0 our 8 ar,j2 O i n 38 it 0• zz i OCSSNC I''l{Ui SEE Nor 1 T • 1, The sidelRe is dimct :at lnto the jamb put with (12) r..m 143 a 18 w z p/h waea screw. Them are (4) of each vmrtlaol jomb. from the too down of 13.57, 31'. WE pg a ;? m ea 4&r" k eol' wwo are (2) at Me header A at 4- m the outmlde comery of thefrom home. them or. (2) 113 a 18 r 2-1/ ' or," at the 04 < from the14 M1•' V i RCM1 f ° a plh, wood r <•;r yT,,1:{, f outside comers. INTERIOR 36 45 44 DETAIL A• Yy 4t 29 OPiIONAI. SURFACE BOLTS ON ACTW PANEL 5 35 17 15 1-1/41 4t1 SEE DESIGN PREssm CHART) B& MPJ Imn-M 3 NORIZOMAL CROSS SECTION 6 22 atCAW 43 3s MEWs 8 7 SEE NOTE 143 27 IANCWE I I ACT1Vt; 70 EXMIOB s ..•.` 1: v I i! O 36 4 8 10 37 45 omm 02 4 12 4 Ott N.TS. 9 a We. en J1C a 1 To 2 HORIZONTAL CROSS SECTION m m lF d 3""M en: 7 HORIZONTAL CROSS SECTION 8 FL--150=4 an 8. fit• .F 875a• • 3 a OPETfWG I I T1'P HEAD 1 I MASONRY TYP. HEAD '+++++* : ` J I I & aAmes ASTRAGAL I I OPENING JA 4BS ASTRAGAL d o d II I II l S Fi 1I ( RE II { REVERENCEs o II 1 II 2x SUCK I 4z"; g2xSUCKHCAVN FOR 11 1 I I 1 " 3 4 `a rl 1 II I la' G; 1 kMULUON 1 MULLION -A I 1 j= II SHOWN FOR 1 SHOWN FOR II : I REFERENCE i REFERENCE it 1 II ro 8 1 } OOL9 V DOOR WLSa_ m "It 3 OOURLF ODOR BUCK ANCHORING • SLICK ANCHORINGI $ 1 >.... 1 s' I MASONRY 11 II Hm II I I MASONRY7 OPENING JA EISOPENING 8 IIII II 2X SUCK II MULLION II 12 12 CONCi: ETEANCNORN0113: II SHOWN FOR II I. cal— e a>Kh°rbeattor; at fhe comas maybe o4usted to mal t Li the mtL I 1 REFERENCE edD° rK e b martarJdnis I I I I ' JA a 2. ConeTefeanchorbcvtionsnofedas A(AXONCEMER'mtfrtbeadfilsfedro me b. the md7 edge dldance fo moKvJoO b, addaloral eafurcto oxhors I I MULLION I I O1 cf 1 C f9t anchoriamfct m°'/. tAJL ON CJ3i7ER drtl sdon aarot exoesded I I SHOW FOR II REFERENCE 11 e IIIImm 24 I2 i T. KY II II TAILCON Ro-iwai- NT.S 9 IfIIan. r ix o' 4, 7.,,.. eon a LFS d SINGLE DOOR W/SIOFLR6 ' ° BUCK ANCHORING SINGLE DOOR FL_IJ000. a BUCKANCHORINGvee v o s.._ ac-- Iff:FliAk/NCE- IFE tiJyt' ' E'! ELCO ULTRACON T/ 1•T/S 1- P F r SEE DETAIL 3' firw 'A•-i F.I. Ili :1 IF3s -I..: a 112. CONCREMANCHOR NOIQ 1. Concrete ancharloaafions at the tamers maybe actuated to rtadnfoh fhe Mh edge crato ce to mortar joints. 2. Conaefo a+ehortoaaftons not d ds 7Aky. ON CEN W mustbo odfi~ to malnfahthemouodgod*waetoandtrldal-add anotoonveteanchm may be requted 10 amm the 1r1AX ON C8aW dimension am not ezeeeded. 3. Concreteanrhortcmfe: 4° 4' 97 1-1/P 1.1/4• T WOOD SCREY mhfmum5/8' BLSL1 WTION Nr?JE>C dilanoe.l'enddafanoe.R1•=VachgofI. Maintatrs a edgeMofitMhaedge Waod=w?a to fxeventMe sPj'1 n9 atwood. TIES& (2) ANCHORS A•. j`rr * T REO' D ONLY WHEN DP > a Q'> y r 6 sw yZ S I pi w/ 2x eucxOPENDt111SSTALLATION MASONRraw 1K BUCK JEUfsviuAnoN —FRAM TYF- 11 D ttJ.WBSOBUCK62X BUCSEE SEE OETALL p' DETAIL n°' _ 'S' Sill Jp TYP. 1 1 1 1 I 1— FI 9BUCK ' 0 1 INSTALLATION 13 _ m ,. a 10 10 STRIKE PLATES 0 READASTRAGAL & SURFACESOLTnEwL Is ® o 0 r 0 m DETAIL - 1 a. SOLT STRIKE PLATE THRESHOLD M e02 4 12 Io N.TS. rn JK b A sn A t z . a FL- 1500D.4 w 9 or- C A• SEE u w/Dc tiudc DETAIL • _ MASONRY I.Ulm MASONRYOPENING19WAXDUCKOPENING INSrAH&D FRAME FRAME 2X BUCK SEE fi rm.su 2X BUCK Dam. 't SEE SE DETAIL V DETAIL •J• VIEW 'B•—`9• VIEh' t•—•C' a A` CONCRSTEANCHORNOT W T. CbrA eft and wboolians at #m corren nW be edUffed to marhhln the mTrs. edge cfjD tomartcrjontc 2- Cw=tomidwrloaotbronohad- AXONCBfTBt^mustbcc*Wodto mcuVcd l the mlrL odyo distance to rnortor joft, addrtiondConcate anchors maybe rcquZed to etisDre the MAIL ON CB•RER•dhw aon are mt eacuoded. 3. Comets arrhwtabfg TArcoN T. M o mbs,r vmodnrwrto 1 A P r7 W/1x BUCK 1 wsraLunoN s, yr ix eucac oNTm NEW tt . Trams r SEE 0 DETAIL 5• 1 TrP. 51LL VTEW A' —•A• 43 p Jo W/ 2x BUCK 13 0 INSTALLATION Jt 31 W/ tX BUCK 48 INSGLLATIONDETAIL • 2• A ASTRAGAL & SURFACE BOLT STRIKE PLATES ® HEAD31 JIo wo 2+ 12 i JO o JO : oue NTH ° DETAIL • 1 • 016 VA JK SURFACE BOLT STrilKE PINE O0C sm LFS i THRESHOLD w dw -4 0 aDw--IF-- AQSEE NOTE t ~$ 0.12r-4 I-- 1< GALGAL D 14g: 1. THE ASTRAGAL. SOLT WAS A 3' THROW AT THE TOP AND THE 80TMNL e0 < i2 c N.rs sn .IK a LFS i aum M. s FL-13000.4 VEWEM f.w I FM OA= AIIaL 0.71 YeL 71R ninva or MWA—err bft yid OMIM "i-M na mmmum u( 55 Es F if11Q,lSS iC (AIW S U T000 07i1A'13IIE 4 EE 1@6F 376E ST•0.A Fee0110rr e0(A e r wr- wA; fLW LDIDc fuw e G7Y7RF554yr U(A1FFRy71ry rant y 1 f W6F .OJf' INK 1 r0 r L0. Fry, 1VL00 SftD. if COMM O 10 AaSM301ORMUM10ASWMCUM 10 r S W if!! e000 SCFEW 57EFJ. r 1 la nooa satyr y 1 2-1 wPFH N SaeuR eorwu boor. - FUKOED VOOI if 2r mm so ). OSS 17 MAL i C sm1®OD IL I0 - 71ef SD7FS ItS—;AFAOJU5= 1MWW 30xu littmOlis- 371aR' JWD S¢0.J,7 Y. 0L00000 22maJwSL10. a- sww A 2N AS00..1L Fu2mmgf HOLY Sr FUM MIRMW eux se ). Qw jz_ AM" o r r-f La wm wsffw Sm sre . 1-3 F71 s« 30sTmx JL 10 r 2-1 mum RAM mw52m 103f:/7D.S UrF { ym IRE L7a4F me OLAW Jw fpsovam FM SO." Ii>%A e 57m" we 310E ffmcomSL.eA 37 10 r I-3 rwm LQFmwowsawSIM1 • r? T a Am M ut Aw CRAM solm am 1rMFRI001f0>t7F smw IFB na4v sxcm ma RE 7Se S's U 4 e-ro r 1 1 RAMOr iaA SMEL 43 e r 2' Lr. rM L00p SOAW m I JAr OLUM ROI1k0 AeCt4 IM 45 1 L r MOM SM 776V M Ra e m S CF e0U .0 31M3. O i 4-20 SOr SOU t 4-n S= AIL 3 e r J-f 0V COWI0.TF SCLfQI TIM 1 i r J-1 4' eH rFH OMME SMW SS OLL&QfHOOD 000FQQ/ Me a raeF sLe sv.ou 1 L04) calipam 57 1 ss i r ..a- i w _ V;- T wm I,,, ophVW FRAUr FINGER JOINFW PONDEROSA PINE, SGL0.43 I. T3f L ih' SlV17lCr DOOR B07TOIJ $WC19 AW& . 080" MAX WALL, -- 035- UK YULL Zr T— IS 1ms+..57mff 90 m BOOT 0. 08' Er7RUDED YMt WALL IL o oa i -o a 02 24/12Ile r m an LFS Ft- raoco. a, nrZ2arJ p R 'R W Building Consultants, Inc. B Consulting and 9eglneertrlg Services lot the Building Industry C P.O. Box 238 yatrico. FL 33S95 Phano 813AS9.9197 Florida 0oord of Prorndoml Bnentm Cratttlmla otAmhorh3doo No.9813 Product Sub Category Manufacturer Product Name Category Therma-Tru Corporation Fiber classic" I "Smooth Star' Exterior118Swinging industrial Drive 8V Inswing w! and w/out 9ldelltas Doors Exterior Door Assemblies ON 43617 Fiberglass Door Phone (418)298-1740Phone Non-fm ect soaps: This Is a Product Evaluation report Issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID it 1998) for Therms Tru Corporation based on Flute Chapter No. 61G20-3, Method ID oflhe State of Florida Product Approval, Department of Business & Professional Regulation. RW Bullring Consultants and Lyndon F. Schmidt, P.E. do not have nor wilt acquire IInandal interest in the company martulecturing or dlatrtbuting the product or in any other entity Involved In the approval process of the product named herein. Urnfladons: 1. This product has been evaluated and Is In oompllanoa with the 6th Edition (2014) Florida Building Code (FBC) structural requirements Including the 'High Velocity Hurricane Zone' (HVH4. 2. Product anchors shed be as listed and spaced as shown on dstalls. Anchor embedment to base material shall be beyond wall dressing or stucco. S. When used In the 'HVHZ" this product to required to be protected with an Impact resistant covering that complies with Section 1628 of the FBC. 4. When used In areas outside of the "HVHZ" requiring wind bane debris protection this product to required to be protected with an impact resistant covering mat complies with section 1600.12 of the FBC. 6. For 2x stud framing construction, anchorhig of these units shall be the same as that shown for 2x buok masonry construction. 6. Site conditions that deviate from the details of drawing FL-1500D.4 require further engineering analysis by a licensed engineer or registered architect. 7. Inswing conflguratlons do not meet the water Infiltration requirements for the "HVHZ'. inswing units shall be installed only In non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to 810 Is less than 46 degrees. 8. See drawing FLA6000.4 for size and design pressure timltations. supporting Documents: 1. Test ReportNo TEL 01460337-A,B•C TEL 01460336-A,B,C STT800001 1642?-107362 ATI 87608.01.108-18 ETC 01-741-10701.0 ETC Of 741-10703.0 ETC 01-741-10593.0 TEL 06-1031-3 TEL 06-10314 Test Standard ASTM DM-03.ASTM D1929-96 ASTM D2843.99 ASTM D636.03, ASTM DIM-96 ASTM 02843-99 ASTM G20-96 ASTM E84-00a ASTM D1929.96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202.94 TAS 202.94 Testing Labofatory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,inc. Lyndon F. Schmidt, P.E. Sub Troploal Testing Omega Point Leborato das Architectural Testing, Inc. ETC Laboratories ETO Labomtorles ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Prepared by No. FL 15000.4 RW Building Consultants, Inc. (CA 49813) i i, Calculations Prepared by Cr i•1 t4 Anchoring RW Building Consultants, Inc. (CA A9813) k?I t.;' „•it,Gj ASTM El300 Glass Load Lyndon F. Schmidt, P.E. :: .A QualftvAssurance • , r Certificate of Participation issued by National Accreditation and Managemefl . q_t Institute, oertifying that Thertna-Tru Corporation Is manufacturing products v";. within a quality assurance program that compiles with ISOAEC 17M and Gulde 53. T Sheen of 1 Lon Hicks, VP Operations William E. Rtdh, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. MatkD. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. SchndctL P.E. rr F. Schmidt, P.E. Lyndon F. Sctunid4 P.E. FL PE No. 43400 2a"16 Florida Building Code Online Pagel of 3 rZCM o40iPAPlkpt'Y Bu's ness &TProfe si,onal Regulation GP a. .oh ! j it y T 1i rcr/ ] 1 'r ?• r)If.(, Y,_11,; k f=tu.;tlll_;: ra' ;, •.. .s,'; cor c C • anc p acr,oevp _ , _ u1:Ge n, oenca efeigsa' ea• POW P essitq-Ift3l%i Regulation li<:ns,`nuroll}rry,lneh ilf, y Amfl"tign List Application Detail FL FLIS332-R2 Application Type Afflrmatlon Code Version Application Status Approved Comments Archlved Product Manufacturer MI Windows and Doors Address/Phone/Emall 6S0 West Market Street. Gratz, PA 17030 717) 36S-3300 Ext 2560 bsltiinger®mlwd.00m Authorized Signature Brent Sitlinger bsitlInger@mlwd.com Technical Representative Address/Phone/Email Quality Assurance Representative AddressiPhone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luls Roberto Lomas Evaluation Report Florida License PE-62S14 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M. Urich, PE 0 Validation Checklist - Hardmpy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections, from the Code Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 200S 61i1 affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A https:llwww.floridabuilding.orglpr/pr_app dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 Page 2 of 3FloridaBuildingCodeOnline FLIS332 RZ CDC FLIS332-COMP.00f Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval Date Approved OS/06/201S Summary of Products FL # I Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 14S-3/4"x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZs No FLIS332 R2 II 08-00500C.odf Approved for use outside HVHZs Yes Verified ey: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE SLO807B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96640' NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FLL5337. R2 II OB-00498C.edf 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 FLiS332 R2 AE 51080SB.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1S332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 14S-3/4'x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 11 08-02248A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 6251.4 Impact Resistant: No Created by Independent Third Party: Yea Design pressures N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL1.5132 R2 AE 5 L2968A gd PRESSURE RATINGS Created by Independent Third Party: Yes L5332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96'x96" Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 R2 II 08-02249A.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 Others REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 512969A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED XXX 143"A96' Limits of use Installation Instructions Approved for use In HVHZs No FLL5332 R2 If 0"2250A odf Approved for use outside HvHZt Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other,. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 92 AE S12970A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1S332.6 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 It 08-00499C.odf Approved for use outside HVHZs Yes Verified By: Luis Roberto Lomas 62514 Impact Rosistants No Created by IndependentThlyd Party: Yes Design Pressure: N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R; AE5108068.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGO OXO 146'x96' ALUMINUM SGD htllis://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use In HVHZ: No flLS332 R2 II 08-00501C.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 ELIS334 0.2 AE 51080813.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 --[SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143'x80e NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 It 08-00502C.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 FLLS33Z R2 AE 5108098.odf PRESSURE RATINGS I Created by Independent Third Party, Yes 15332.9 SERIES 4301440 REINFORCED ALUMINUM SGD SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96a Limits of Use Installation Instructions Approved for use in HVHZ: No FL 1S332 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 Pressures N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE S108105.odf PRESSURE RATINGS Created by Independent Third Party: Yes rook Nrat Car(ser Us-: 1540 North Momoa Swat Tapahassee FL ]2399 Phone: OSO-467-1824 The State a(Rorlda Is an AAME0 employer, C**yrloht 2007-201] Shin d FlorNa. 1: R Ivaco Statement n Aamssiblity Saaement :: Fteftmd Statemont Under fiarlda bw, wrwr addresses are Pubtic reards. U you do not wAAt ywr a mrdl addren released N rasponso to a public -records request, do not sorrd decbenk mall to this entry. instead, anted the once by phone or by traditbnal wog. If you have any questions, pease contact 850,487. 1795.'Pursuant to section 4SS275(1), Florldo Statute eRecdw October 1, 2012, lkersnes licensed under Chapter 455, P.S. most provide the eepartrnent Mth an 0=11 address n them have one. Tiw dmeft prwide3 may be used for o8letal eoesmunla8on with the Parsee. Howavdr &mall addtmcss am pdk mated. It you do not Msh to supply a personal address, please provide the Dopartrnent wnh an amall address which can as mad* avallable to the public To determine If you are a Ikwsm under Chapter 455, F.S., pleas* dick OBB. Product Approval Accaptst Cr-di tSAFiE hops://www.floridabuUding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDUFACTURED TO COMPLY WITH. REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE OESIGNEO AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1% BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHE.SE 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 EVGLVEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED 1.14 THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS JSED FOR WOOD ANCHOR CALCULATIONS. 5. FRAM: MATERIAL: 'fTRUDED ALUMINUM 6063-T5. S. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATIO14 ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAMMUM ALLOWABLE SHIM STACK TO BE 1/4% 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN i.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMIN3 OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO,ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE JIO SMS OR W-F DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS S'IOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FAS'TENE:tS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS ANJ ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. x000 - MINIMUM S?ECIFIC GRAVITY OF 0-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I (OR GREATER). D. METAL STRUCTURE: STEEL 18CA. 33KSI OR ALUMINUM 6063-TS 1/8' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP. PX. XIP, PDf TABLE OF CONTENTS SHEET N0. DESCRIPTION t I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION I REV I 3s vnow I an I Apma w A I ADDED FLANGE AND nN INSTAUATION I IZ/10/13 I R.: SIGNED: IW612013 MI WINDOWS AND DOORS LLC \t1t11EUro, 1001 W. CROSBY RD \\5 a • E. d i CARROLLTON, TX 75006 \\GENSF9 p SERIES 420 SGD REINFORCED WITHOUT ADAPTER *• o' 96" x 96" NOTES 9 - OF •off: V.L. 08-022d9 OF 10 90- MAX FRAME MOTH ANCHORS TO BE EQUALLY SPACED ANCHORSCHSPER LOCATION SEE FOR NUMBER OF LOCATIONS REQUIRED 6* MAX 6• MAX 6• AX AME IGHT 6• MAX IL SERIES 420 SW REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGNPRESSURERATIZNG MAPACTRATWG t35. OPSF NONE W/ TH24421SILL SEE C"M 01 AND /2 FOR OTHER UNITS RATINGS DESIGNPRESSURERAnNG twACTR4nNG 25. 0/,2B.6PSF NONE WITH I.W SAL SEE CNARr8l7 AND ss MR OTHER UMTS RAnNGS 6- MAX CNARTi1 WUN24M' SUL WHERE WATER iWFXTRA TIONYRESISTANCE ISREOUIRED. DCdgn pro mn chart OU9 skab lbtwRaffovmm( w Rw FYt{ ht W-0 7QA aL0 ILA vim TL00 fa00 laoo Pea I Naa I PCs I Naa I as I Nep Pes Neg fa0 10. 0 SaA 40A 7 0 0 4p 10 I{.0 0 13143, 410 ug40b 1 J7.1 Dan4o,o 1 491 1 4m 1 43, 3{.4 1 3&0 1 35.0 CHARrm vmw2- 1& rSxL WHERE WATER WFIT.TRATCHRESISTANCEIS AVrREOUJRED. SEE MOTE 9 SHEET 1 Design prwarr ehart nwrmya rm erdda aae nn M) aao a0A0 sao 7200 Lo IaD 00 PCs Mg Cs Meg Pau Nag fan as a. AMU azo w o is2 653 40.o a• 0 atA a! A A Sta a2A a!A 40b a .1 sl.0 ub b 3aa REASIONS DcmFY ON I (An NPI10 ADDED FIANCE AND FIN INSTALLATION 1 12/10/13 R.L. ChARTM WITH t•(, rSILL WHERE WATER WFXTRATXNJAESISTANCE IS REQUIRED. Oesipa PR> srre chart (PV1 carWTbmi Flarle tAMlt to as f0. 00 xo ao IaA aO.OD Po! alg PCs Ng as Nag g 9Lot 2fATA2a.0 417 25A 37.4 2b.0 34.4 D 2a0 32 7y,D 12A 210 3 23A J2 a 10. J 7SA s .4 No 2oJ CHARrse WITH 1. 12'SHL WHERE WA TER WFIL TPA TXW RESISTANCE IS NOT REOUOTED. SEE NOTE 9 SHEET 1 GHARTIS Dasiga Prtlasvro elwrf (pso S Form) ord TWO HWIV wom two aan 00 340 7i00 1 42A 00 n. o Ng Pas Ng Pw Lee PCs Mg 6 o 47b 41.7 41.7 3T.4 37.4 34,4 a4Aa.o ATAast 3u 3!s 2 N} a 3 aT2 au a a0J u fa0 3 7 1. a ,4 4an0ar dandlor/ ecafaasrawdrae 3md,anrmaroalPrrlewtno RIM 760 M ttA 4LO M h3 fo 0 o ae.0 wall. 1 Mat Nas 9 ilo I OA 4 0 a 0 0 0 i0 1 6 1 5 1 a 6 0 0 0 at0 4 1 0 1 6 1 a 0 0 6 ell WINDOWS AND DOORS LLC 1001 W. CROSBY RD 75006 NAV' NIA\ Nr,•` CARROLLTON. TXSERIES420 SGO REINFORCED WITHOUT ADAPTER 96" z 96, ELEVATION v, L. 06-02249 A l "NTS p4h ID/30/13 9'L'CT2.OF 10 OF E N FR HE 95' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER IDCATION SEE CHART #6 FOR NUMBER OF LOCATIONS REQUIRED 6 MAX —{ 5' VAX 6' MAX 6' AX WE GW 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW OEWNPAWWRER477M WACTRA77N0 35.01PSF NONE WITH2.1,8'S/LL SggCHARTSO$AND=SHEET2MROTHERVAMRATi W OESWPRESSURE RAnNG IMPACTRATIN6 25. 01-28.6PSF NONE WITH 1.1/1" 54L SEE CHARTS 90 AND"SHEET2 FOR OTHER UN7lS PA77NGS vacw m I OAR I opw4D ADDED nAW-m AND FIN INSTALVTION I 12/l0/13 IRL CHARTM Afmnbw Nanenw IeC00ensipo/1M tO ROtlleaTOtllUilNtlV1ON Rw. 10. 0 sto Q.0 4L0 F/ dpAt W tae 7so eto xn Ht4 A/nb HAS Ae*b Has Ainb Xis Am6 A[ D 1 6 5 0 6 0 6 0 At0 1 6 6 6 6 6 6 6 aa6 c a 6 c 6 6 s i60 1 6 6 6 6 6 a e 2" 2 1/3T SILL ALUMINUM 6060-T5.0Z THICK 5 3/8' 2' 1 V2"SILL AL UMINUAI 6100-T S .00 T MCX MI WINDOWS AND DOORS LLC ``sNt1`R "i'o//,iy,, 1001W. CROSBY RO S • - • • . CARROLLTON, TX 75006 v,•CExS JJ SERIES 420 SOD REINFORCED WITHOUT ADAPTER E 96' x 96' FIN ELEVATION yp , TAT OF. V. L I 08-02249 A I lilll ON' sulE NTS — 10/30/13 3 OF 10 IIIII 1/2" MIN. Fmv oi aN — r AovrD EDGE DISTANCE A ADDED PI+WGE ANO FIN INSTALLA110N 12/10/13 RA. 1 3/8" MIN. WOOD FRAMING EMBEDMENT OR 2X BUCK i BY OTHERS 1/4" SHIM SPACE 1 3/6" MIN. 1/4' MAX 10 WOOD EMBEDMENT r SHIIA SPACE SCREW INTERIOR 1/2- MIN. IL EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR UJJ ILJJ INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2YBUCK MrALLATION 1.INTERIORAND DfT WRFTPdSHE4.BYOTHEIS, HOT" KW FOR CLARRY. 2 PFRIME`I ANO JOANTSEALAMBY OTHERS TO 85 DESIGNED av ACCORDANCE 1MINASTM E21 i3 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EE SHEET 3 OR SILL OP11ON5 MIN. ENT sl 10 WOOD EXTE SCREW WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAVWGOR2C811CKUVSTALLAMN BY OTHERS MI WINDOWS AND DOORS LLC ft"'.oiii 1001 W. CROSBY RD CARROLLTON, TX 75006 94 s' SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• 98" z 96" Tjkie OFA' FRAMEINSTALLATIONDETAILSi0. y i'•. OR10T: G 2l///" 4QNA`lf\\• aurae v. L a. e 1n 08- OZ249 An A are NTS10/30/13 4 OF 10 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BID OF VUVEM 116 NSTRUCTION ADHESNE EQUAL SEE SHEET 3 FOR SILL OPTIONS VEATICAL CROSS SECTION METAL STRUCTURE FOSTAUATXW NOTES f. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOKW FOR CLAR/n: 2 P641UETER AND JO/NT SEAlAA?FY OTHERS TO BE DEVONED P/ACCORDANCE WITHASTUW f2 T - 7/8' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS ITV pRWP110N GTL •P wovw A I ADDED RANGE AND FIN INSTALLATION 12/10/13 R.L. 1 /4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTUREDJSTALLAT"v Mf WINooWw. ANDLLCY00oS CARROLLTON. TX 75006 kxsR,'<< CENs 0 51SERIES420SGOREINFORCEDWITHOUTADAPTER 96, x 96, FRAME INSTALLATION DETAILS ATE L o FSs OR1adORCMowe 08-02249 ry iNAzTS— 10/30/13smwS OF 2 1/2- MIN. L EDGE DISTANCE Ir d 1 1/4' MIN. i• EMBEDMENT CONCRETE/ MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL 1X 9UCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON EXTERIOR W J LL11 INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL 3/16' TAPCON SEE SHEET 3 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS s t 1/4' MIN. a': • • . '4 . EMBEDMENT 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCREI SMASO NRY INSTALLATION r OESCRFW I are I op" m ADDED FLANGE AND FIN INVALLATM I 1Z/10/13 JILL 1 1/4' MIN. EMBEDMENT 1 /4' MAX* b21/2- SHIM SPACE MIN. I EDGE DISTANCE d 3/16- TAPCON CONCRETE/MASONRY 3Y OTHERS OPTIONAL ix BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR R EXTERIOR JAMB INSTALLATION DETAIL CONCRETEwS'ONRYWSTAUATRON NOTES: I. IN7ERIORAND EXTERIOR RNISNES, BY OTHERS NOT SHOWN FOR CLARITY. 2 PERAUEIER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TME2I12 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96, x 96, FRAME INSTALLATION DETAILS olu%ft OKS IA. F V.L 06-02249 NTS °ire 1D/30/13 —6 OF 10 5 R `Co'yqCENs',p WOOD FRAMING OR 2X BUCK BY OTHERS MIN. DISTANCE 1 3/8" MIN. EMSEDME14T 1 /4' MAX. SHIM SPACE 10 WOOD SCREWS EXTERJOR LLD 11-11 INTERIOR 0 BE SET IN OF VULKEIA 116 RUCTION ADHESIVE IUAL flo WOOD SCREW SEE SHEET 3 FOR SILL OPTIONS WOOD FRAMNNE OR ZX BU0 BY OTHER MIN. AENF VERTICAL CROSS SECTION 110%00D FRAMING OR?JC BUCX 0v^TAllATION NOTES: 1. W EVORAND EX18q10A FINISFIEB, SYOTHERS, NOTSHOWNFOR CLWW- 2 FEMAMTM AND J10WT SEALINTBYOTHERS TO BE DESIONED IN ACCORDANCE WrTH ASTM E7112 010 1/4" MAX. SHIM SPACE SCREWS •,-` WOOD FRAMING OR 2X BUCK BY OTHERS oacwlron are 1 .wRWO ADM FIANCE AND FIN INSTALLA11014 12/10/13 1R.L JAMB INSTALLATION DETA WOOD FAAMWOOR2X 8UCK bVBTALLATAOW MI WINDOWS AND DOORS LLC CARROLLTON, TX 775006 vJ`VG I SF.9e UT ADAPTERSERIES420SGOREINFORCEDWITHO*• o 96" x 96" FLANGE INSTALLATION DETAILS 3 E OF ; DRAWN; V.L ORG rA. 08 49 A OR1T A GC ONA" 1a1ENTS10/30/13 IMW7 OF 10 METAL STRUCTURE BY OTHERS EXTERIOR 1/4* MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 7- 7/8" MIN. EDGE DISTANCE I 1/4" MAX. SHOA SPACE oLsaomoN a1E Awaavm ADDED FLANGE AND FIN KSFAWITION 1Z/10/13 R.L. SILL TO BE SET IN A BED OF VULKEM 110 10 SMS ORCONSTRUCTIONADHESIVE SELF DRILLINGOREQUALSCREWS 10 SUS OR METAL SELF DRILLING STRUCTURE SCREW SEE SHEEP 3 BY OTHERS METAL FOR SILL OPTIONS EXTERIOR STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALLATICN VERTICAL CROSS SECTION METAL STRUCTURE INSTAUA77ON NOTES: I. INTE;IORAND EXTEAWR FINLSHES. BY OTHERS; NOTSHOANFOR CURRY. 2. FERV fE7ERANDJOWT SFALAARBYOTHERS 7T) BE OESTGNED IAFA000RO4NCE WITHASTU E?f I? Ml WINDOWS AND DOORS LLC 0%111111111//, R. L p / CARROLLTONRTX 75006 W. OSBY`r+ ENs ff yd SERIES 420 SGp REINFORCED WITHOUT ADAPTER 96" 96" x 96" E FLANGEINSTALLATIONDETAILS77 , TAT OF owns owc wa xtvFs:°CpA O: V. L 08-022249 A s /ONA51E Z" MTS CKM 10/30/13 98 OF 10 2 1/2" MIN. EDGE DISTANCE 1 1 /4" MIN. f°. EMBEDMENT CONCRETE/ : • MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR Ej U--U INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE 3/16" TAPCON OR EOUAL SEE SHEET 3 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS T 1 1/4" WN. EMBEDMENT 2 1/2" WIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEiMASONRYWSTALLATIONI REVISM D=Rrr am osrF ,00aovm ADDED FLANGE MO FIN RLSTALlAMON 12/10/13 I L 1 1/4• MIN, EMBEDMENT I :r 1/4" MAX. SHIM SPADE z 1/2• MIN. `' r EDGE •' DISTANCE 3/16" TAPCON CONCRETE/MASONRY BY OTHERS INTERIOR EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK C0NCRET5IN4S0ADTYWSTALLAT0N TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: 1.INTERIORAND EXTERIORFINISHES, BYOTHSIS` NOTSHOWNFOR CLARnY 2. PERIMETERANDJ0WrSF1LANr8YOTHERS TO9E DESIGNED W ACCORDANCE WITH ASTME2112 MI WINDOWS LLC CROSB s1R ,C 0 1 . RDRSCARROLLTON. TX 75006 4 v"• GENSS• iP Ail SERIES 42DSGDREINFORCEDWITHOUTADAPTER96" x 9V FLANGE INSTALLATION DETAILS r I_. OFso C. S; I0R104; 6'. olrww a+c Na rrEv 08—OZ49 A S OHA 11 was aicNTS10/30/13 9 OF 10 WOOD FRAMING .I 1/4' M BY OTHERS I r SHIM SPAACE X I INTERIOR MIN. EMBEDMENT B MOOD SCREW EXTERIORFE- 7/16' MIN EDGE DISTANCE j8 WOOD SCREW 7/18' MIN EDGE DISTANCE X ER(OR AMSgNS oaoaalQ+ a,E aroAorEo ADDED FLANGE AND FIN INSTALLATION I 12/10/13 JR.L 1 5/8MIN. EDGE DIST. d TRIM ° 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/ CONCRETE i BY OTHERS 1X BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/ 16" TAPCON JAMS INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK WOOD FRAMING OR9l BUCKWSTALlATRW HOOK STRIP INSTALLATION NLSONRY100AICRETE 1 1/4' MIN. METAL STRUCTURE EMBEDMENT WOOD BY OTHERS FRAMING 9Y OTHERS INTERIOR TRIM TRIM 1/ 4' MAX 1 3/8' MIN. SHIM SPACE EMBEDMENT INTERIOR 1 INTERIOR VERTICAL CROSS SECTION IVOOD FRAMNG OR 2X SUdT WSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-0. HOOK STRIP HOOK STRIP SCREW SCRJIO SELF DRILLING SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION M( BUCIGWOOD FRAMWG METAL STRUCTURE MI 1NI001 W. CROSBY0RD LLC O 1 Y CARROLLTON. TX 75006 NOTES SERIES 420 SGD REINFORCED WITHOUT ADAPTER Ik• 0 *' 1. W1ER10RAAo EXTERKft FINISHES. BYOTHERS, 96" z 96 .p (set a= NorsrrowHFORCURrry NAILFIN & HOOK INSTALLATION DETAILS pG TAT OF 2. PERAmMANDJOINT SEALANT BYOTHERS TOBE o N aEv 0R101t DEM614EDINACCORDANCEINRHASTME1f2 V.L 08-02249 A //Iss/ONAIF G\` e NTS a` 7E 10/30/13 m=10 OF 10 /11111110 WOOD FRAMING OR 2X BUCk BY OTHERS 10 1Y000 SCREW j[ 'fle 1/2" MIN. EDGE DISTANCE T 1 3/8' MIN. T 1 3/8' NIN. EMBEDMENT 1/4' MAX. SHIM SPACE 1/2" MIN. EDGE OISTANCE INTERIOR 10 WOOD SCREW 1 /4' MAX. r SHIM SPACE aLv OFSCJ IION aTE vFmvm A ADDED CFIAMS 03/06/12 R.L 8 REMSiD PEA NEW ;;SUNG 10/15/13 RLL C ADDED FLANGE INSTALLATIONS 12/06/13 RL INTERIOR SILL TO BE SET IN 10 WOOD A 8m OF 116 SCREW CONSTRUCTIONION ADHESIVE OR EQUAL SEE SHEET 2 EXTERIORFORSILLOPTIONS WOOD FRAMING Ll OR 2X BUCK WOOD FRAMING JAMB INSTALLATION DETAIL 8Y OTHERS OR 2X BUCK i BY OTHERS WOOD FRAMING OR2l(BUdC/N5i'Al1AT10N 1 3/8' MIN. EMBEDMENT VER77CAL CROSS SECTION 1M000 FRAMING OR ZX SUCK INBTALLATRW NOTES: 1. INTERIORANO EXTERIOR FTMShS% BYOTHFA$ NOTSNOM FOR CIARTTY. 2 peWWETERANOJOINTSEALANT BYOTNERSTOBE DESIGNED 0V ACOORa WCE WMAS7M EX12 NI WINDOWS AND DOORS LLC 100T W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS ORABt OW"D. F,A 08-00503 WAU HTS lc= 02/23/09 °=*3 OF 9 TATE OF '_,Z m alse an 061E Ago A ADDED CNARIS 03/06/12 R.L 1/4" MAX. B REVISED PER NEW TtMNC 10/13/13 R.L METAL SHIM SPACE C ADOED FLAINSTALLATIONS NGE1ZN6/13 R.L STRUCTURE BY OTHERS 1 / 4• MAX. SHIM SPACE I I I7/ 8' MIN. 10 SMS OR EDGE DISTANCE INTERIOR SELF ORIWNG SCREW a 3 EXTERIOR INTERIOR 10 SMS OR SELF ORIWNG SCREWS a SILL TO BE SET IN A BED OF WLKEM 116 CONSTRUCTION ADHESIVE 10 SMS OR SELF DRILLING OR EOUAL METAL STRUCTURE OTHERS SCREWSEESHEET2FOR SILL OPTIONS EXTERIOR METAL STRUCTURE JAMB INSTALLATION DETAIL BY OTHERS METAL sTRucwaE W$rALLATMN VER77CAL CROSS SECTION METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LIC x0A1IIfill///, ft. Lo CARROLLTONR TX 75006 v?OE a SERIES 4.30/440 XIX SGD 1 0, t5 k NOTE5 143" x 96" REINFORCED r. rNTN4fORANOEATER10RF1NLSNE, BYOTHERs FRAME INSTALLATION DETAILS y , TAT NOT SHOVOW FOR GLARf7l: 2. PERfMETERANDJOWTSEALANTBYOTHERS70BE DESIGNED IN ACCORDANCE WITH ASTME2112 owns F. A. one No. m 08- 00503 C FOR1101: c`;; S/ •• • t , s+ aT IIIOIMA 11AAA\` scutNTSoaE02/23/09 4 OF 9 CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK To BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2" MIN. EDGE DISTANCE S '.'' a'. •', . 1 1/4" MIN. EMBEDMENT 1 1/4' MIN. EMBEDMENT 1/4" MAX. r SHIM SPACE T 2 1/2' MIN. EDGE DISTANCE S INTERIOR 1/4'MAX. J SHIM SPACE 3/16" TAPCON 3/16- TAPCON a' CONCRETE/MASONRY BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN EXTERIOR 1 r A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS T 1 1/4 MIN. MEN .` EMBED ENT VERTICAL CROSS SECTION COWCRETSW. SONRY/NSTALLAT ON 2 1/2' MIN. EDGE DISTANCE MY I VESMI011ON CAVE I APPROM A ADDED CHAR15 03/05/12 R.L 6 REVIWO PER NEW TISIING 10/15/13 R.L C ADDED :LANCE INSTALLATKINS 12/06/13 R.L J If El:: lll:u JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRErISUASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES 1. INTFIUOR AND 1?fT 97M RNLSNES. HY OTHERS. NOTSHOM FORCLARTTY. 8 PERIMETER AND ,KNNT SFALCNT BYOTNERS TO BE OESXiNED W ACCORLIWCE VMN AST?4 of 12 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143' x 96" REINFORCED FRAME INSTALLATION DETAILS Inuvrr: IKCO Na F.A. 06-00503 SCAM MY[ 0M.02/23/09 Isms OF 9 PTATdE OF DOD FRAMING OR 2X BUCK 6Y OTHERS P:4E 10 WOOD SCREW EXTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION VMW FRAMING OR 2X BUCKlNSTAL A770V NOTES: 7. INTB7/ORAIVO EXrOTIOR FINISHES. BYOi IfUM NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALMT BY OTHERS TO BE DESIGNED NACCOROANCE WITH AST7M E2112 SILL TO BE SET IN A BED OF VULXEM 116 CONSTRUCTION ADHESNE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS 1 3/8, MIN. EMBEDMENT 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE F.A. IMM"ON ale .vmam ADDED CHARTS 03/06/12 R.L. REVASED PER NEW TESMG 10/15/13 R.L. AD= FLANGE INSTALLATIONS 12/06/13 R.L JAMB INSTALLATION DETAIL WOW FRAMING OR 2X BUCK INSTANIATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/"0 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS m e ra. 08-00503 UE 02 /23 /09 Ismur. OF 9 Rev caasnoR 0+1E A A000 CHARTS 03/06/I2 R.T. 6 REVISED PER NEW TE57M 10/15/1.` ILL METAL STRUCTURE 1/4' MAX c ADDED FLANGE INSTALLATIONS 12/06/0 R.L By OTHERS SHIM SPACE 1/4' MAX r SHIM SPACE 10 SMS OR 7/B"+ MIN. SE SCR ORILLING EDGE DISTANCE INTERIOR INTERIOR aEXTERIOR10SMSOR SELF DRILLING SCREWS aSILLTO0ESETIN A BED OF V`UU(EM i16 CONSTRUCTION AOHESNE 10 SMS OR OR EOUAL METAL SELF DRIWNG STRUCTURE SCREW BY OTHERS EXTERIOR METALSEE SHEET 2 STRUCTUREFOR SILL OPTIONS JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE lN5TALLAT1CW VERTICAL CROSS SECTION METAL STRUCTURE /NSTALLAnav MI WINDooww. caoseYCaoS LLC CARROLLTON. TX 75006 S R TLoz//% v" \GENS 9 p SERIES 430/440 XIX SGD 6VOWNag143' x 96' REINFORCED ts t' xB T.INTERIORANDEXTERARFOWSHES.SYOTXE3TA FLANGE INSTALLATION DETAILS OF ' FaS'[ORt tpERh eMfr"oolNrSS4L4NTHY0TWERSROBE aAw: aro "m R G\g DESTONEDINACCOADAMCEWRHASTME2T12 o1T—Oo5o3 ONAL, \\ 111111111% ate. MTS m 02/23/09 s'w7 OF 9 2 1/2" MIN. CONCRETz/ EDGE DISTANCE ICRETEY BY OTHERS 1'.., :.• V 1 1/4" MIN. e i.. ' EMBEDMENT OPTIONAL IX BUCK TO BE PROPERLY SECURED SHIM SPACE X NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR II II II n n n INTERIOR 3/16' TAPCON II II II II IV FI 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE 3/16" TAPCON CONCRE E/MASONRY BY OTHERS k O BE SET IN OF VULKEM 116 RUCTION ADHESIVE UAL SEE SHEET 2 FOR SILL OPTIONS MASONRY/ CONCRETEBY OTHERS_ F 1 1/4- MIN. EMBEDMENT VEFMCAL CROSS 2 1/2' MIN. 4CONORETFAYASONRYPISTALLATiON EDGE DISTANCE 1/a" MAX, Ir SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RM9W7 REV OESOWTM am A tWID A ADDED WARM 03/06/12 RL 6 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLMGE WSTALUTIONS 12/06/13 RL JAMB INSTALLATION DETAIL 0ONCRETB%tAS0NRYJNSrALLA7ION . NOTES.` 1. INTERIOR AND EXTERIOR FIAISHES. BYOTFIERA NOTSHOWN FOR fXARRY. P PERe4E1'ERAN0JOINT SEALANr8YOTNERS TORE DESIGNED IN ACOORDANCE K?TN ASTM E2/ 12 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 11R I Io z J b GEN 4if SERIES 43" XIX SOD R 143" x 46REINFORCED FLANGE INSTALLATION DETAILS 9 TAT OF j Fss ORID G` Lk1 WowcNS08-00503 Rev sear NTS LYOE 02/23/09 l9w 8 OF 9 1 5/8' MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP WIN. ElA8 ZMENT 1X BUCK 6Y OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR --===: ` PANEL INTERLOCK HOOK STRIP INSTALLATION fAASONRYA:ONCRETE INTERIOR TRIM , a/e• MIN. EMBEDMENT HOOK STRIP c t0 W000 2It SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKNV000 FRAMWQ DeSCRO a+ dt1E .vaovt0 ADDED CHARTS 03/05/12 R.L REV= PER NEW TESRNG 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 F.L. METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP 10 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION NETAL STRUCTURE NOTES: 1. INTERIOR ANO EXTERIOR FWSHE4 BY07NEAS NOT SHOWN FOR ClAW17.. Z PER/METERAND J0WrSE4L4NT BYOTHERS TO BE DESIONEO INACCORDANCE WTTNASTM W 12 LLCMIWINDaWw. caoseDYOO RS CARROLLTON, TX 75006 5111 II1L/0T4,'/' v, S i V\OENSF fjoy ` SERIES 430/440 XIX S00 143" x 96" REINFORCED HOOK INSTALLATION DETAILS gip' S E OF auxin ova Na RVI FA 08--0100503 C a rrc TUTE 02/23/09 99. 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UMS j Search Florida ProductApproval P USER: PuDhc user 4 Produtt Aoaeval Menu > Product or Aodicatlon Seam > Aoolieation List > Appikatbn DetaO FL # FL9174-Rll Application Type Revision Code Version 2014 Application Status Approved Comments Archived set to re -apply per applicants request 4/28/15-rb Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 8S0) 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 32S14 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 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 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard DASMA-108 DASMA- 115 Year 2002 2005 https:/Avww.floridabUldng.orgtpr/pr_app dU.aspx.param=wGEVXOwtDqufllJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 1/6 10/27/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/06/2015 04/28/2015 05/04/201S 06/23/2015 Summary of Products FL # Model, Number or Name 9174.1 5120 / 6100 / 9100 #0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 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. 9174.3 15120 / 6100 / 9100 k0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 Jf 0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes 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. Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0228 318958 P7.odf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 R11 II WDJambSuoolementPl6 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 Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 RI1 II 0229 3189S9 P8.odf F19174 R11 I1 Track Supplement Chart P10.odf FL9174 R11 If 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 6S3.odf FL9174 R11 AE Eval Reot 9100 r1 s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 It 0230 318960 P10.odf FL9174 R11 It Track Suoolement Chart P10.odf FL9174 RL1 If 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 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Installation Instructions FL9174 R11 if 0231 318996 PS.odf FL2174 R11 H Track Suoolement Chart P10,odf R-9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R I I AE ASTM A 6S3.0df FL9174 R11 AE Eval Rent 9t00 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.5 15120 / 6100 / 9100 #0234 19' 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: Yes Installation Instructions FL9174 R11 II 0234 319022 PS.odf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 https://www.floridabLilding.orgtpr/pr_app o.aspx7pwam=wGEVXOMDqufllJRIWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 2/6 10/27/2016 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 r1 s.odf FL9174 RI1 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 It 0235 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 1111 It 319040 PI Post.odf Impact Resistant: Yes FL9174 R11 11 Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 It WD]ambSuoolementPl6 s.pdf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI1 AE ASTM A 653.odf FL9174 RII AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 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 F19174 R1I If 0232 316 PS.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: No F0174 R11 II WO]ambSuoolementPl6 s.odf 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 6S3.odf door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 RI I lI 0233 319000 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 It WD]amb5uoolementP16 s.odf 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 6S3.odf door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 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 If 0236 319024 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.odf Impact Resistant: Yes FL2174 R11 If Track Supplement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 R11 It WD]ambSuoplementPl6 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 Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf 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 If 0237 319025 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post. adf Impact Resistant: Yes FL9174 RI1 It Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 II WD]ambSuoolementP16 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.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes httpsJAvww.floridabuilding.orgtpr/pr_app ol.aspx?param=wGEVXQwtDquflIJRNVxt6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 3I6 10/27/2016 Florida Building Code Online 9174.11 151200140/6100/9100/9400/9600 I9' Maxx width. top ' Maxintheight. M x section height 24". Glazing 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 It 0600 319026 P4.odf FL9174 R11 11 Track Supplement Chart P10.odf FL9174 R11 11 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.odf FL9174 1111 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174. 12 15t0601 140/6100/9100/9400/9600 I available9' Max width. top ' Max height. M x section height 24' Glazing 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 RI1 It 0601 319027 P4.odf FL9174 R11 It Track Supplement Chart P10.odf FL9174 R11 Il 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 6S3.0df FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 19174. 13 15120/5140/6L00/9100/9400/9600 116' Max width. 10' Max height. Max section height 24'. Glazing Jk0602 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 It 0602 319028 PS.odf FL9174 R11 If Track Supplement 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 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174. 14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing x0603 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. 9174. 15 I5120/S140/6100/9100/9400/9600 ax 0604 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R11 Il 0603 319029 PS.odf FL9174 R11 11 Track Supplement Chart P10.odf FL9174 R11 11 WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE S1737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174 R11 11 0604 319030 PS.odf FL9174 Rll II 319040 P1 Post.odf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 RI1 It WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI1 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 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 tt0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0605 319031 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 If Track Suoolement Chart P10.pdf Impact Resistant: No FL9174 R11 lI WDJambSuoolementP16 s.odf httpsJ/ www.floridabLdlding.org/pr/pr app dtl.aspx?Wam=wGEVXOwt0quOIJRfWxf6u7ojnlOheH%2bRKJkizESWxAzeciKuY8GeGQ%3d%3d 4/6 10127/2016 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 Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.17 15120/5140/6100/9100/9400/9600 I l8' 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 FL2174 R11 It 0606 319032 P6.odf FL9174 R11 It 319040 PI Post.odf FL9174 R11 11 Track Suoolement Chart P10.odf FL9174 R11 It 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 6S3.odf F0174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf 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 HVH2: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.19 15140/6100/9400/9600 #0608 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: 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. 9174.20 1S140/9400/9600 #0607 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 1t 0609 31903S PS.odf FL9174 Rll 11 319040 PI Post.odf FL2174 R11 It Track Supplement Chart PIO.odf FL9174 R11 It WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI1 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf 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 11 0608 319034 P4.odf FL2174 R11 11 Track Supplement Chart P10.odf FL9174 R11 It WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports E0174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0607 319033 PS.odf FL9174 R11 It Track Supplement Chart P10.odf FL9174 R11 If 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.odf FL9174 R11 AE Eval Rent 9100 rl s.odf F9174 RI1 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes Back Contact Us : • 2601 Blau stone Road. Tallahassee FL 12399 Phone: SSO-487-1824 The State of Florida is an AA/EEO employer Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.275(i), 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 emads 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 d.ck here . Product Approval Accepts: hops:/A~.Ooridabuilding.org/pr/pr_app ol.aspx')wam=wGEVXQwIOquFl1JRfWxf6u7Din10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 5(6 10R7/2016 Florida &dlding Code Online ONff © Credit Card Safe Wips-// www.floridabUlding.org/pr/pr_app dtl.aspx,Wam=wGEVXQwtDqunlJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 6(6 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. P 16 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 NOTE3 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 7 6 800 9 7 6 af. 9 i No. M73T 1r 0 ; STATE OF l"//; s1 I ONA;``\\\\ 1. BASED ON 5/16' DIAMETER LAG SCREWS WITH 1-1/2" O.O. 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 = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf z 1611/2 - 240lb/11 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. S. DOOR JAMB TO BE 2z4 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. Approved Date: 2015.02.20 09:56:33-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 7SO07 Fl. PE S1737 TX PE S6308/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 "oTE 3 100 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 2/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 Of i` ppc•.;cIOR OP p Z1jBs10Ni N 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 = 16h LOAD PER JAMB - 30psf x 16fV2 = 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. Approved 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/F2203 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/ "*" 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 1 13 16 780 10 1 13 16 800 10 1 13 15 No. 51737 O ; STATE OF Ili;, &IONi ;,`` 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 SCHEDULE 4 318"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB NOTE 4 2500 PSI CONCRETE NOTE i 4000 PSI CONCRETE NOTE i 2000 PSI GROUT FILLED CMUNOrE 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 N/A 800 16 17 N/A 4. O, GENaF••tp / i No. 51737 1At — 4 STATE Of la zz j; SIONi ; 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 318"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 = 2401b/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. Aooroved Date: 2015.02.20 09:58:01 -06'00' 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"oTEI 2500 PSI CONCRETE"oTE' 4000 PSI CONCRETE"oTE' 2000 PSI GROUT FILLEDCMU"ore2 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 0 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 No. W737 0 STATE OF ell 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 31WO 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 - 30ps(x 16ft/2 = 2401b/ft S. 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 Wayne® paiton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 AN No. 51737 0 STATE OF OS ;cIOR'0 Q? Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' AWN C. SCATES. PC r3121 NRCATE DR. CARROLLTON. IA 75007 FL PE 51737 U1 PC 56306/r2203 PROFESSIONAL [NDNECR'S SEAL PROVIMD ONLY FOR VERIFICATION OF WNDLOAD CONSTRUCTION OEIMLS SEE DETAILS 1, 2, AND 3 REOUIRED FOR VER71CAL POST REINFORCING SYSTEMS 6• MAX. MAXIMUM SPACING 6• MAX 2.6 /3 F HEADER LOCX 4 PINE ( BRACKET L2-3/4' J 2) 3/8- SIMPSON TITEN HD SCREW ANCHOR MTN A 1 1/4• WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 2-3/4 Q0TAIL I MINIMUM 2500 P51 CONCRE IE NOTE. MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS MINIMUM 2.6 /3 HEADER LOCK SOUTHERN PINE BRACKET LUMBER 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' ofruL 2 MINIMUM 2000 PSI CROU7 hLLfD CMU NOTE: MAXIMUM DESIGN LOAD CAPACITY OF 2400 L85 REVISIONS MINIMUM 2.6 /3 rIZ HEADER LOCK SOUTHERN PINE / BRACKET LUMBER. f 4) 3/8• DIA LAG SCREWS WITH 1-1/4. OD. WASHERS. LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32• INTO THE MAIN SUPPORT MEMBER. CTURE DFtuL 1 NOiE: MAXIMUM 0 1GN LOAD CAPACITY OF 2430 LBS GRANT, SHEET I OF 2 lrwrrwrn JAMB CONNECTION SUPPLEMENT DRAWING PART NO. I REV. 324620 IP16 wa c® paltm 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 MIN 2500 PSI CONCRETE UM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN 2 3/4' OF SUPPORTINC STRUCTURE 94ALL MIN EDGE CIS BE THE SOLE RESPONS13UTY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE d da, 3/8• SMPSON qE2-3/4 MIN EM8' BETWEEN JABRACCET LOCAJAMBBRACKET 1/4-20x9/18' TRAP( BOLT A1/4-20 HEX N No. 51737 O : STATE OF • i .0'•.1OR10P p . 111111 Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26 -06'00' X*W E. SCALES, P( 3121 FAYICATE OR CARROLLTON. Tx 75007 FL PE 51737 Tx PE 56308/F2203 PROFESSIONAL ENGIKER•S SEAL PROVIDED ONLY FOR VEMF1CATION OF WHOLOAD CONSTRUCIION DETAILS MIN 2 4 SPF (C-0.42) OR BETTER WALL STUD mm MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESCH LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SMALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE I HOLD BACK INTERIOR SHEATHING 5/18- LAC SCREW WITH 1-9/32- EMBED IN CENTER OF STUD (t 1/4-) FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4-20x9/16- TRACK DOLT AND 1/4-20 MEX HU TRACK DIRECT WOOD MOUNTING DETAIL MAX 420 LS PER LAC fAS7ENER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS DATE DRAWING PART NO. REV. 324620 P16 The Genuine. The Original. A, 0 ti April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: Ovorhead Door Corporation 2501 S. State Hwy 121. Suite 200 lovnsville. TX 75067 Phone 4695497100 fax 4695497281 mrAv.overheaddoorsom 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 t4 -J KPR'.'', STATE OF • :/ o NA1. Overhead DOOf , Cor 'OratlOn A Subsidiary of Sonwa HOkn.9%.0 wporalion 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 09174-117 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. cz:* E I/ 'hoco FL 09174-117 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. V=V.% I( OM Drawings TABLE 1. Fl. 09174-R7 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 1911W3 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 "A(wtk Fl. 09174-117 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 7i'w 4 FL 09174-117 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 Y4" 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 FL 09174-I17 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 l0` 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" 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 S' 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 9 No. 51737 O STATE OF ;•` O•t% '•.!l OwOP ll11111 mm 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090' MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) /6111' SCREWS INSTALLED IN 13 CA NORIZ ANGLE 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 MG ANGLE Of 117V AND A MAXIMUM LENGTH OF 16.75% GLAZING IS NOT IMPACT RESISTANT AND ODES NOT MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS 16 CA MIN WORIZ TRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/16.1-5 8'' OBI' MINIMUM SSB GLAZING IN MOLDED FRAMES CLUED WITH LAC A 1 BEAO OF BOSTON 1100 OR EOUIVALENT UNDER THE MIN 3 ASDOERFRAMEANDSCREWEDTOGETHERVAINAMINIMUMOF SHOWN) 10) #8.1' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION TH OR WITHOUT DECORATIVE INSERTS)) MEETS TAIIC 16 CA MIN VERT UNIFORM DESIGN PRESSURES SHOWN ON THIS DRAWING GLAZING SMALL HAVE A MAXIMUM HEIGHT OF 1175' AND A TRACK MAXIMUM LENGTH OF 39% GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIRWENTS FOR "NO -BORNE 5/16 1-3/6' LAG OEBRIS REGIONS GLAZED SECTION REQUIRES 16 CA J-STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET STILE TO BE FACTORY INSTALLED. INSTALLER SMALL FIELD INSTALL T1) 1/A-14.7/8' SCLF OMLUNG CRIMPTITE SCREW TO 1/H-20r9/16' TRACK ATTACK T 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 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS} GLAZING SHALL BE 1/+' MAKROLON-AR POLYCARBOrNATE 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 -BONE DEBRIS REGIONS SEE DETAIL E ON SWEET 2 FOR ASSEMBLY DETAILS GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS 1S GA STIFFENEDATTACHEDTOU-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G ST IFFENEDJAMSMBBRAESHEET2). 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB SEE S FOROFSECTIONANDOPERATORSTILETOBEFACTORYINSTALLED, QUANITY, LOCATION, INSTALLER SMALL RELD INSTALL (1) 1/+-140/6' SELF AND TYPEDRILLINGCRMPTITESCREWTOATTACHTHEJ-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F ON SWEET 2. KEY LOCK OR SLOE LOCK A 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 S). SLOE LOPE SHOWN FOR KEY LOCK, SLOE LACKS, OR OPERATOR REOUIRCD. CLARITY 6. SECTION SMALL BE CONSTRUCTED WITH FOAMED IN PLACE NOTE, (•) SECTION SOLID POLYURETHANE FOAM INSULATION CHEMICALLY OWED TO 30 DOOR SHOWN. SEE SWEET CA MINIMUM FACER STEEL AND A POLYLAMINAIE BACKER. 2 FOR U-BAR LOCATIONS ENO CAP TO HAVE A MINIMUM 1.1' DEPTH. ON DOORS WITH OTHER SECTION QUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2, AND 3 SMALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON THIS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BURRING CODES FOR THE LOADS LISTED ON THIS DRAWING. 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 (6) /61n' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REOUIREIIENTS FOR WINO -BORNE COCOONS REGIONS LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JOHN E. SCALES, PE 3121 FAIROATE OR, CARQ=TO N. n 73007 R PC 31737 IX PC 36J06/FZ203 PROFESSIONAL ENGINEER'S SEAL PROMOCO ONLY FOR VERFrAnON Or "NOLOAD CONSTRUCTION OEMILS GA ENO CAP 4 ON SWEET i 18 W OPERATOR STILE FACTORY ADHERED TO CENTER OF TOP SEH I HQIL (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 TY-0'. JAMB BRACKET DOORHEIGHT N0. OFSECTIONS A BRACKETS EACH JAMB) LOCATION OF CENTERILINE OF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL 04MCNSIONS t 2") 7'-0' 6 JB . 13 (01. 25-1 JB , 34JB . 45-1 a (01). 63 JB 7'- 0" 8 IFAT" JB , 10 JB , 21-3 JB , 29-3 JB a2 J11, 53-1 A JB8'-0' S 8 JB , 13 01 , 23JB . 36JB . 7-1 ' q , 36' JB 6Yq 75'W-0' 5 8 JB , 10 JB , 21-3 s JB .?0-3 JB JB , S7-1 a JB , 88 JB , 75-1 JB6-0 IGH LITOOFPITCHENOTEBELOWNOTE, L) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/+-20R9/16' TRACK BOLT AND NUT. FOLLOWING DIMENSION DENOTES DUCE INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED ATTACH TO TRACK. ALL DOORS WITH MGM LIFT. ROOF PITCH, ANO/OR GREATER THAN 6' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAID DOOR DOOR M UNIFORM LOAD EACH JAMB (PLF) MOTH 16'-0' ALL 207.2 -230.4 14'-0' ALL 161.J -201.6 12'-0" ALL 155.4-172.6 10'-0" ALL 129.5 -1H+,0 Wayne® Patton DIVISION OF OVERHEAD DOOR C OOISON 3395 ADRIVE PENSACOLA. FLORIDA 32514 REVISIONS Ps CHANGES TO GENERAL FORMAT AND CHANGED U- BAR FASTENER TYPE AT ENO CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER, GRT 3/ B/06 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REOLAREO FOR NARROWER DOOR WIOTNS. MRB 3/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THAI LOUVERS ARE NOT IMPACT RESISTANT CRT 6/6/ 07 P7 MODIFIED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDEO LMR TRACK DETAIL SHEET 2. GRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING, ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANCED LOUVER NOTE INCREASED MAX HEIGHT TO 8'-9'. ADDED 141CH LIT AND ROOF PITCH TRACK NOTE. GRT 7/ 22/05 P9 UPDATED RILE BLOCK GRT 8/26/10 PIO ADDEO LONG PANEL GLAZING OPTION GRT 3/ 15/11 STATIC PRESSURE RATINGS APPROVED SIZES ISCALE. N.T.S. SIZE. A DESIGN (PSF): +25.90/- 28.80 IMAX MOTH: 16'-0' 1 DATE NAME TEST (PSF): +3&85/- 43.20 IMAX HEIGHT: 8'-9" JORAWN 1 3/8/06 GRT IMPACT/CYCLIC RATED (YES/ NO): YES MAX SECTION HEIGHT: 21" 11 A/6/O6 MRB MODELS 5120/6100/9100 SHEET 1 of 2 DRAWING PART NO REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 13 GA AOJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 CA AOJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE- PUICAPAT TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH ENO FACARD IN BOTTOM OF U-BAR / AND ATTACH THRU ENATWITH (2) 1/NV-143/8' EACH END WITH S2) 1 //88CAIMvntESCREWSSELFDRILLINGCkIMPTWSFORSTANDARDTRACK) e 1/M-1Mx7/8- SELF DRCRIMPTITESCREWSFOHEADROOMTRACK (2 H? ARE USED TO ATTACHTOPBRACKETASSHOWN} LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WIT" WITH (2) 1/-1+xS/6' CRIMPTITETHE 6) PRE -PUNCHED HOLES EACH ENO USE MEWING HOLE IN SLIDE TOFACNG UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERCAP AT EACH ENO WITH (2) 1/+-14x7/8- SELF DRILLING CRIMPTITE SCREWS 15 GA HINGE ATTACHED EXCEPTION: U-BAR PLACED OVER TOP WITH (4) 1/1-14.5/5'RIB ON THE BOTTOM SECTION SHALL ONLY CRINPTITE SCREWS (2 OFBE ATTACHED THRU ENO CAP AT EACH WHICH ARE FACTORYENO WITH (1) 1/4-1Mx7/6' SELF DRILLING ATTACHED) CRNPTITE SCREW LOCATED ON THE BOTTOM MNGE OF THE U-BAR NOIE• DUE TO CLEARANCES REQUIRED TO 2' NYION STORMGARO AT 9HAED11058Ei THEUROLLERWITHBARS, ALLINSTALLBARS 4-1/2- STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS SEE ATTACHMENT NOTES ON THIS SHEET. 16 GA HINGE ATTACHED PLACE U-BAR OVER WITH (6) 1/4-20.S/B- INTEGRAL RIB AND ATTACH CRIMPTITE SCREWS (2 OF 5/8'' WITH TTECRIMP SCREWS RU WHICH ARE FACTORY PRE-PUNCNED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGETOPLEAFANDIOFOFU-BAR AND BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND I THRU THRU PRE -PUNCHED HOLE WEB OF U-BAR AND ININ U-BAR DETAIL C RIB OF SECTION) 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH 'o 3) 1/4-14x58- / CE U-BAR OVER INTEGRAL RIB WITH NOTCH DOWN TO CLEAR BOTTOM CIMPTITESCREWSCKET ANO ATTACH THRU ENO CAP EACH ENO WITH (1) 1/{-1sx7/8' F DRWNG CRIMPTI7E SCREW AS iFORIMPACTRESISTANCE. WN AND USE (1) 1/4-1Ax7/8' SELF BOTTOM BRACKET MUST BE WNG CRINPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM .• BOTTOM OF THE BOTTOM U-BAR AT U- BAR VAIN EACH PRE -PUNCHED HOLE AT EVERY 2) 1/a-1ax7/8' SELF DETAILD HINGE LOCATION. USE (1) 1/4-204/6' ORIWNG CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. DETAIL THIS SWEET. 8 3/4' MIN STAINLESS SCREWS WAIN STAINLESS BACKED RUBBER WASHERS 3- 1/Y O.C. MAX-,,' I/ 6- BEAD GE ULTRAGLAZEI ,. J SSGMOOOAC I I STRUCTURALFACCR STEED \ USED ONLY ON IMPACT •' GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACHED VAIN ( 4) 1/4-110/6' 1 SELF DRILLING \ CIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U-BAR) of 1) 1/4-147/0' SELF DRILLING CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J- STRUT k OPERATOR BRACKET. NOTE` J-STRUT t SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED JOHN E SCATCS PE NON-STRUCTURAL 3121 FMRIAIE OR, DECORATIVE INNER CA11MLTON, ix 73007 WINDOW FL PC $1737 lx PC 36J0!/F2203 ORMSSICINAL CNCINCER'S SEAL ROMOEO ONLY FOR DETAIL E VCRFrATI0N O MADLOAD CONSTRUCRKN OCTAILS ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) i( 1/ M-1MA/8' SELF OR IWr / CRaPTITE SCREWS IMPACT BOTTOM BRACKET 5) SECTION DOORS VAIN (6) Jr. 18 GA. 80 KS U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN ---- 4) SECTION DOORS WITH (5) 3% 18 GA, 60 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) 1/4-14x5/6- OW PTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4- 107/8' SELF DRILLING CRIMPTITE SCREWS AT EACH ENO CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND 0 THIS SHEET). (2) 1 s-144/8' CRIMP71TE SCREWS APPROXIMATELY MIDWAY BEVWEEN ENO OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1//-116/8- TITE SCREW APPROXIMATELY 6- FROM EACH ENO. FOR DOOR WIDTHS GREATER THAN 12'-0'. THERE SHALL BE A TOTAL OF ( 20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-SARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (16 SCREWS EACI- L FOR DOOR WIDTHS LESS THAN OR EOUAI TO 12'-0-. THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U- BAR EXCEPT BOTH U-BARS ON 80riOM SECTION NON-STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. OUTER WINDOW TRIM I WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN 1/{- POIYCARBONATE THE TOP OF EACH ENO USED FOR ATTACHMENT OF THE ROLLER SUOES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH ENO USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON TWS SPECIFICATION DRAWING ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACKED TO THE DOOR WITH 1/4-I4x3/8' CRMPTITE SCREWS, 3, 18 CA U-BARS SHALL BE STAMPED '46' APPROXIMATELY 8- U, FROM EACH ENO. STATIC PRESSURE RATINGS APPROVED SIZES ague® DESIGN ( PSF): +25.90/-28.80 MAX WIDTH: 16'-0' TEST (PSF): + 38.85/-43 20 MAX HEIGHT. 8'-9" DMon IMPACT/ CYCLIC RATED (YES/NO): YES IMAX SECTION HEIGHT: MODELS 5120/ 6100/9100 3395 AOCSON DRIVE PENSACOLA• FLORIDA 32514 1 WINDLOAD SPECIFICATION OPTION CODE 0230 REVISIONS CHANCES TO GENERAL MAT AND CHANGED IAR FASTENER TYPE ENO CAPS AND TOM RETAINER. NGEO CENTER HINGE IGE AND ADDED VER OPTION AGED STRUT KTIFICATION METHOD M COLORED PAINT TO SUPPORTING UCTURE AND RIFIEO NUMBER OF TENERS AND CENTER GES REOUIREO FOR ROWER DOOR WIDTHS 1 5/ 10/06 ADDED IMPACT ISTANCE TO DOOR. IED MODEL 6100. WED NOTE 8 TO TE THAT LOUVERS NOT IMPACT NSTANT. 6/ 6/ 07 KET SCHEDULE FOR OPTION ADDED LIAR K DETAIL SIAEET 2. 4/17/ 08 ADDED IMPACT ASTANT GLAZING. IEO TEXAS LICENSE ABER TO TITLE BLOCK. INGEO LOUVER NOTE REASEO MAX HEIGHT B'-9'. ADDED HIGH AND ROOF PITCH Cc NOTE. 7/22/ 08 UPDATED TITLE BLOCK 8/26/ 10 ADDED LONG PANEL ZING OPTION 3/15/ I I N.T. S. ISIZE: A N 1 3/8/06 1 CRT EO 4/ 6/06 1 MRS SHEET 2 OF 2 DRAWING PART NO. I REV. 318960 1P10 14" MAX 12" MAX 12" MAX I I 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. ANN E. $CATE%. PE 3121 FAIRGATE OR CARROLLTON. TX 75007 FL PE 31737 TX PE 50300/R203 PROFESSIONAL ENONCER'S SEAL PROLIOEO 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 RIVI TS 11 GA MIN CLIP SEE SCHEDULE — 13 GA MIN CONTINUOUS WALL ANGLE TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 0 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR MAX PSF WIDTH 9--0" 46.0 PSF —52.0 PSF 16N-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF —52.0 PSF REVISIONS 1 2 INCH LACK -CUPS -TEXAS ALL ANGLE 12 FOOT DATED 3 6/11/03 3 UPDATED FORMAT. CREASED ALLOWABLE RESSURES TO 46.00/-52.00 PSF FOR LL DOOR WIDTHS. iANCEO 'TEXAS WALL MOLE, To *CONTINUOUS ALL ANGLE'. ADDED J1957RATE MOUNTING TAIL. CHANGED TO TEN NO ANCHORS TT A/2/07 1 CHANCED FORMAT. DOED MODELS 9800 40 8024 WITH OVERLAY TRACK CUP UPDATED MODELS EO IN CHARTS. IATED SPLICE k CLIP EOULES 9/06/07 UPDATE MOUNTING AIL DRAWINGS. 10/05/07 UPDATED CHARTS TO IINATE THE USE OF p8 CUP (REPLACED 09 ACROSS THE AD) 10/24/07 UPDATED STEEL 1NTING DETAIL I Oa/n/OB EXPANDED 1-1/2' TO 1/8' DOOR THICKNESS AT UP TO lA• HIGH. 12/11 /De UPDATED TITLE 0( 6/2/10 Wayne® DRAWN OATS 8/21/07 NAME CRT alten CHECKED 8/21/07 MR8 M 3395 ADDISON DRIVE PENSASOLA: LORIOA 32514 SHEET 1 OF 2 DRAWING PART NO. 307494 REV. PIOTRACKSUPPLEMENTCHART 2 3/4" t1" EDGE GIST E60XX MIN 1 8 2-21 1/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUN 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI SPF (G=0.42) OR BETTER AT EACH 1/4- 20x97NUTHOLEORPAIROFTRACKBO HOLE LOCATIONS 1/4-20 H 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 WELDING a d CONCRETE MOUNTING DETAIL 3ONN E. SCARS. PC 3121 FAIRGATE OR. CARROLLTON. TX 75007 FL PC 31737 TX PE 303"02203 PROFESSIONAL ENILEERS SEAL PROVIOEO ONLY FOR VERIFICATION OF VANOLOAD 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- 20x9 /16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICEPLATE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2' THICK HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICEPLATE # 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 11'-0" 7, 9, 9, 9. 9, 11, 11, 11. 13, 13 20 12'-0" 7, 9, 9, 9. 9, 11. 11. 11. 13, 13, 13 20 13'-0" 7, 9, 9, 9, 9, 11. 11, 11. 13. 13. 13. 13 22 14'-0" 7, 9, 9. 9, 9, 11, 11, 11. 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP PATEPLE # 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6. 6, 7, 7, 9, 9 12 9'-0' 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 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 D OR CLIP #'S FROM BOTTOM TO TOP SPLICE 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'-ON 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 1 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPAS IF 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4. 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 i:o 4, 4, 4, 4, 4, 4, 4, 4, 4 6 LACK -CUPS -TEXAS ALL ANGLE 12 FOOT DATED 1 >J 6/11/03 3 UPDATED FORMAT. CREASED ALLOWABLE RESSURES TO 46.00/-52 00 PSF FOR LL DOOR WIDTHS. iANGED 'TEXAS WALL NCLE' TO 'CONTINUOUS ALL ANGLE'. ADDED J85TRATE MOUNTING TAIL. CHANGED TO TEN HO ANCHORS TT A/2/07 TRACK CUP IEOULE. 8/21/07 UPDATED MODELS ED IN CHARTS. IATED SPLICE k CUP IEOULES. 9/05/07 UPDATE MOUNTING AIL DRAWINGS. 10/05/07 UPDATED CHARTS TO IINATE THE USE OF AS CUP (REPLACED i 09 ACROSS THE IRD) 10/24/07 UPDATED STEEL IN TRIG DE FAIL 1 0•/11/08 EXPANDED 1-1/2' TO i/8' DOOR THICKNESS AT UP TO 14' HIGH. 12/11/00 AOOEO MODEL 6700 IATED TITLE BLOCK 6/2/10 wac® 1 DATE NAME Dalton DRAWN 8/21/071/ 2117 CRT CHECKED MRB SHEET 2 OF 2 3395 ADDISON ORK PEN 0 850) 474990325ts DRAWING PART NO 307494 REV. P10TRACKSUPPLEMENTCHART Florida Building Code Online Page 1 of 2 AtM CA IMPA47W.VT OF lam Busiries Professi nal eCIS M me i Lop In ; User Registration i 01 Product ApprovalUSER: PuDllt User i Mot Topics i Submit surcharge stars a Facts Publkatlons faC staff SCis site Map : Lints search i Regulation OrOdL__ Aeereval Menu > pmdu[t m Aoolkatlon SearU > Aoolxation List > Application Oatall FL # 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 Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated n Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext4644 lonberrian@slbp.com Jon Berrlan lonberlianesibp.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/i.S.2/A440 Method 1 Option A 02/16/2016 FL k I Model, Number or Name I Description Year 2011 2008 http://wwtiv. floridabui ldi ng.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgtvA%2bxmzk i ... 2/ 19/2016 Florida Building Code Online Page 2 of. 2 19715.1 1 Series 2900/4900 Single Hung Umits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other, See Installation Instructions, SWD002, and Product Evaluation Report, PER3947, for design pressures and Installation requirements: Extruded Vinyl Sinale Huno Window Certification Agency Certificate FL19715 RO C CAC 2-4-16 CCL-ilst.odf Quality Assurance Contract Expiration Date 12/16/2016 Installation Instructions FL19715 RO If SWD002 SS 2016.02-03.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.odf Created by Independent Third Party: Yes Back Herlt Contact us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 115O-4e7-1824 The State of Florida Is an AA/Eee employer. C,o2yrioht 2007-2013 State of Fln wa. !: Privacy Statement :: Acressibdmr Statement :: MUM Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public: -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mg. If you have any questions, please contact 850.487.1395. `Pursuant to Section 45S.27SM, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must wovlde the Department with an ernan address If they have one. The emalls provided may be used for a tkial 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 con be made available to the public. To determine If you are a licensed under Chapter 45S, F.S., please dick DM. Product Approval Accepts: dCJ ® M SCCUrIMULr'eli: http://www. floridabuilding.o rg/pr/pr_app_dtl.aspx?parani=wGEV XQwtDgtvA°/D2bxmzk l ... 2/ 19/2016 INSTALLATION NOTES: 1. ONE Ill INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSIALLATION 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 ME DEPICTED LOCATION 6 SPACING IN I ME ANCHOR LAYOUT DETAILS I.E., WITIIOIIi CONSIDERATION OF rOLCRANCCSI• TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NE)CT, 4. SHIM AS REQIIIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 318 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SMALL BE CONSTRUCTED Of HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 48 WOOD SCREWS OR Il GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFROLNI LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SMALL MAINTAIN MIN 3/6' EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE A8 SEIF•TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 R OS PEN RATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN 3/8" EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 910 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1•J/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE L-1/41NCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4" EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE A10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM Of 3 THREADS PENE INAT ION BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCI LADING RIOT 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. 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 (FBC1. EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/CSA IOlA.S.2/A440-MlI 2. AOEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WINO 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 (WIIEN USCG) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN, REFER TO $MEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. A, 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 SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PAOOUCT APPROAI TO HE OBTAINED FROM MIAMFOAOE HER OR Atli S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL' PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO NOT INSTALL 7. IN ACCORDANCE WITH THE SIR EDITION FBC, WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATEOFROMFREECOGCOfCLOCKOREDGEOFMORTARJOINTINTOFACESHELLOF OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK CHAPTER 23. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR L GLASS MEETS THE REQUIREMENTS OF ASTM E 1300MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION AN04OR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WIIH rHE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF ILSS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, C. GAnUT•FILLED CMLF UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM CnMPRFSSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE SI RENGTH OF 20M PSI. 0. HOLLOW BLOCK CMU • UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL . MINIMUM YIELD STRENGTH OF 33 XSI. MINIMUM WALL THICKNESS OF 47.8 MIL (0A476' or 18 GAUGE). MIN. 1/2' EDGE DISTANCE. F. ALUMINUM • MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/16'. MIN. 1/2' EDGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEETDESCRTITION 1 INSTALLATION 6 6ENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL A HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL A HORIZONTAL SECTIONS (THROUGH FUME) 6 HORIZONTAL SECTIONS. BUCK INSTALLATION, 4 GLAZING DETAIL. MAX OVERALL 51ZE CONFTG DESIGN PRESSURE MrSSME IMPACTUIINGWIOTHHEIGHT 36' 64' O/X 35 / •35 PSF NON IMPACT 38' 66' O/X 50 / -50 PSF NON IMPACT 38' 74' CIA 50 / -50 PSF NON IMPACT 38' 7r O/X 35 / -35 PSF NON IMPACT 44' 62' O/X 50 / -50 PSF NON COMPACT A r 72' O/X 35 / -35 P5F NON IMPACT 48, 64' O/X 20 / -20 PSF NON IMPACT 52, 72' O/X 25 / -25 PSF NON IMPACT 3E' 83.75- O/X (ORIEL) 35 / •35 PSF NON IMPACT 49' 96' O/X (ORIEL) 20 / -20 PSF NON IMPACT 72' 6F O/X-O/X 35 / -33 PSF NON IMPACT 7r er O/XO/X 35/•35PSF NON LV ACT 76' 6r O/X-O/X 50 / -50 P5F NON IMPACT TV 7r O/X-0/X 50 / .50 P5F NON EMPACT 76' Tr O/X-O/X 25 / •25 PSF NON IMPACT 80' 74' O/X•O/X 35 / •35 PSF NON IMPACT 96' 70 O/X-0/X 30 / .30 PSF NON IMPACT 108" 6r O/X•O/X-0/X 50 / -50 PSF NON IMPACT 108' 7r O/XO/XO/X 50 / -50 P5F NON IMPACT LOB' BA' O/XC/X-O/X 25 / -ZS PSF 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 W I 00 Wf•FOO Af OE SRVr4lNE 00.1" 14"w Ff WawwIL W O110L O m Lo 0 H o V H V w W 4) OZ SMMA0 1 L: Paa.'il W r m V1 m J h N Z 1L ( F o$ 3'J = Z110V DWG M SWD002 SHEET: 1 OF 6 MAX. FRAME MAX. FRAME Silver Line WIDTH 48' WIDTH 48' — 6YAf1dersm B E 8 E rig oov.aoo a v+E cavLm.U ao[vE TM sw.uwa. w onx rN (ra1 slaoo F F F PR Q Z^ g 4 • 4 { • p fi g++ ZZ U1 6 5 6 pve MAX. FRAME MAX.FRAME ?u < HE16HT 96' HEIGHT 96' w u QUALIFIED CONFIGURATIONS W o x X• ARCH TOP CONFIGURATIONS FOR ALL 29014901 • X. J yl a)P Q RATINGS, SINGLE UNIT CONFIGURATIONS F I d toI- A 0 A 0 4 5 y Tm ELEVATION ELEVATION v1 SINGLE HUNG WINDOW Z SINGLE IIUNG ORIEL WINDOW O H Z E-1 MAX. FRAME MAX. FRAME > WIDTH 96' WIDTH 108' LU LL 5 QUALIFIED CONFIGURATIONS S ARCH TOP CONFlGUMTIONS FOR ALL ZM49M RATINGS, TWIN UNIT CONFIGURATIONS IFF O 5 5 s 7 7.. / Q MAX. FRAME MET6HT 74' 3 HEIGHT 84' i m 4 5 ONg 3 "icz A 0 a ELEVATION 5 ELEVATION DW6r`t:. TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW 5 v'/DooL SHEET: 2 of 6 2" MAX. FROM CORNERS L II" MAX. r O.C. J 111' MAX. O. C. 2" MAX. FROM CORNERS NOKI w• U (S NRTS mT M F x G- ac ATM[ w0.J4W,eMpSILL ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 2' MAX.FROM a 1/2' MAX. CORNERS r` O.C. 4 1/2" Oa i 2' MAX. I I 4 1/2' MAX, FROM ' I F — O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 6' MAX. FROM 20' MAX. f..-- CORNERS ( I O.C. 6' MAX. FROM CORNERS IN 20• MAX. O. C. L 6' MAX FROM CORNERS l ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW T 16 1/2" 0, 1 1 6' MAX. FROM CORNERS I MAX.F: tOM _ 6' /M%. CORNERS I O.C. L 6' MAX. r O. C. L_ 1' MAX. FROM CORNER5 6' MAX. FROM X. CORNERS 16 1/2' MAX O. C. L— L_ 1'^ 6- MAX. O. C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 12' MAX. O. C. ANCHOR STRAP 6FROM j ANCHOR STRAP P/ N 50-299E-2 CORNERS PM 50-2995-2 SEE SHEET 5 FOR DETAILS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW Silverline byAndeFSen g7ql e. eeeve.esees uma Lmlrawrcc w a+w Ym a vi V S NULt7. 5LL O Y W j0`< z w2VZ 9, -1 c 1! a g<N S cc mOZ &_ W N a W p WaC, of T = a O T mv Z O ZO H w g m V1 1'1 N i u< V Z O V N 0 OW6 #. SW0002 SHEET- 3 OF 6 2' MAX. I I 4 1/2' MAX, FROM ' I F — O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 6' MAX. FROM 20' MAX. f..-- CORNERS ( I O.C. 6' MAX. FROM CORNERS IN 20• MAX. O. C. L 6' MAX FROM CORNERS l ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW T 16 1/2" 0, 1 1 6' MAX. FROM CORNERS I MAX.F: tOM _ 6' /M%. CORNERS I O.C. L 6' MAX. r O. C. L_ 1' MAX. FROM CORNER5 6' MAX. FROM X. CORNERS 16 1/2' MAX O. C. L— L_ 1'^ 6- MAX. O. C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 12' MAX. O. C. ANCHOR STRAP 6FROM j ANCHOR STRAP P/ N 50-299E-2 CORNERS PM 50-2995-2 SEE SHEET 5 FOR DETAILS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW Silverline byAndeFSen g7ql e. eeeve.esees uma Lmlrawrcc w a+w Ym a vi VS NULt7. 5LL O Y W j0`< z w2VZ 9, -1 c 1! a g<N S cc mOZ &_ W N a W p WaC, of T = a O T mv Z O ZO H w g m V1 1'1 N i u< V Z O V N 0 OW6 #. SW0002 SHEET- 3 OF 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS ZX WOOD BUCK BY OTHERS SEE SHEET FOR CONNECTION DETAILS 918 WOOD SCREW — INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER SEALANT O.A. BY OTHERS UNIT HEI6HT EXTERIOR 1 SEE GLAZING DETAIL, SHEET 6 1 1/2' MIN. EMBEDMENT 1 1 / INTERIOR 3/B' MM EDGE GIST. 1/4' MAX. SHIM SPACE g VERTICAL SECTION 4 NFAD - ZX WOOD SUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER 1 SEALANT 1\ BY OTHERS 1/4• MAX EXTERIOR FINISH 514IM SPACE BY OTHERS us WOOD SCREW INSTALLATION ANCHOR 3/8' MIN. EDGE GIST, ZX WOOD BUCK BY OTHERS SEE SHEET 6 FO P CONNECTION DETAILS Z CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY 6 2X 1 1/2' MIN, OTHERS WOOD BUCK BY OTHERS EMBEDMENT q VERTICAL SECTION 4 SILL-zXWooDsUOK NAIL FIN SilverUne aAndersen w .ewe•eeeee Q+[ snv¢a tuF oanF wrM eevwwca.w onm w: p7tl us om u 1/4' MAX. MAN, 3/8' EDGE DISTANCE oo ZZ h f M SHIM SPACE cp Z N„ 0" j zxPZgOSLLLciIQo WSASHREINFORCING z Wwu v w mSEESHEET6FORREQUIREMENTSMIN. 3 THREADS eTe SEE GLAZING PENETRATION BEYOND METAL STRUCTURE j Co ZDETAILSHEET6SLuc w° ANTERIOR 8 6R. 5 SEPPIIN6 LF-TASCREW INSTALLATION ANCHOR METAL STUD BY OTHERS. SEE SHEET 1 INSTALLATION p NOTE 14 T EXTERIOR FINISH N BY OTHERS EXTERIOR PERIMETER SEALANT Q BY OTHERS H Z O O.A. V) g UNIT WIDTH 1- 4 w O SECTION eHORIZONTAL 4JAMS -MUALVU0 NAIL FIN O Z mS" s m J h c6Z O$ a V h OF 6 10 WOOD SCREW Silver lineINSTALLATIONANCHOR CONCRETE/ ASONR 3/4• MIN E06E DISTANCE 2X WOOD 8VCK/STUD BY OTHERS 6YAndersen OTHERS SEc SHEET 6 FOR 1/4" MAX CONNECTION DETAILS SHIM SPACE MIN. 3 THREADS CAULK BETWEEN a • SASH REINFORCING PENETRATION BEYOND CONCRETE/MASONRY e SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE w ..ws•...• BY OTHERS SEE GLAZING MIN. UL" EDGE DISTANCE a sAva nE o cuE 11/2' M*.FL DETAIL SHEET 6 r om auwwmwwm EXTERIOR FINISHr-I EMBEDMENT"m Q 1y00° BY OTHERG INTERIOR # IU GR. D SELF -TAPPING SCREW PERIMETER SEALANTX' PACE INSTALLATION ANCHOR g v 0BYOTHERSMETAL u. C TUBE/STUD OR APPROVEDZMULLION EXTERIOR BY OTHERS, SEE 5HEETiINSTALLATIONUNIT N 3 pO,A, NOTE 14 HEIGHT / EEET PERIMETER SEALANTpJS'' EXTERIOR E DETAIL, SHESEE6J/ BY OTHERS a-'. v p o ui 0 A. UNIT WIDTH 0 HORIZONTAL SECTION cc1VERTICALSECTIONECTION5JAMSTUBE/STUDROVEDMUWONOR5 DUCK MF THROUGH FRAME z 5) Jelf PANCAKE HEAD SEE GLAZING SCREWS FROM STRAP TO FRAME. HOLES PROVIDED O H Z DETAIL, SHEET 6 TO ACCOMODATE 414 DIA. 4.0000—I-4 0000— C G EXTERIOR INTEciOR 2. 0000-1 2. 0000- H ANCHOR STRAP, AT TWIN 8 LU w TRIPLE CONFIG, ONLY. SEE PLAN 0,0620 p O. A. VIEW -ANCHOR STRAP UVIT / P/N 50.2995-2)' DETAIL AT 4,0020 HEI6HT RIGHT FOR INSTALL. REQ. 0 5000 2 3750 PERIMETER SEALANT \ 1/ 4" SPACE Z. BY OTHERS w EXTERIOR FINISH INSTALLATION ANCHORS 0.7500(2) 3.0000(2) 6.0000 STRAPFROM ANCHORO i* 8Y OTHERS . 1 1/4' MIN. EMBEDMENT PLAVIEW - ANCHOR STRAP (P/N 50-22) OPENING. SEE NCHORO N 995- REQUIREMENTS BELOW. A. n E ' PRECAST 5ILL • a „ e j BY OTHERS ' ' I z e d e 3/16' ITW TAPCON • 4. a ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS v` i INSTALLATION ANCHORyp(yOF ` r PER STRAP, MIN. 1.1/4" EMBEDMENT, MIN. 1-3/4• EDGE DISTANCE. m r V ca w EDGE DISTANCEB. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN 3/4" EDGE DISTANCE. 2 Y K 1- C. FOR INSTALLATION TO WOOD. USE (4) 010 WOOD SCREWS PER STRAP. MIN. n 0 3 h Z 01 VERTICALSECTION1-1/2"EMSEDMENT,MIN.1"EDGEDISTANCE. p p DWG#: SW Do02 5 SILL-CONCRETE/MASONRY THROUGH FRAME SHEET: 5 OF L SilverLine NOTE: byAndersen ALL SCONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND A5TM E 1300 GLASS LOAD RESISTANCE. r a o e r•• o o e e a INTERIOR L" CAM mm amawmCuo ooeaw w Ql71•A•'AOo I 5/ 8' G.A. I.6.6LA55 Z EXTERIOR INTERIOR c CO 7l EXTERIOR INTERIOR uj C cuc I O M.IN. GLA55 vWi W Z m j a SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. 1 SITE 1/2" O qq toCIii b g N o m tuo 2 W a s tea, 1/8' SETTING BLOCK rJ W REQUIREMENTS REQUIREMENTS. a G VERTICAL SECTION 6 MEETINGSTILE HORIZONTAL SECTION 6 IN] ERMEOIATEFRAM EMULLION GLAZING DETAIL 1 c I- ALUMINUM SASH REINFORCING I5 REQUIRED FOR THE FOLLOWING SIZE/RATINGS. 48 X 72, (O/X), DESIGN PRESSURE •/- 35 PSF 36 X 84. (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X), DESI6N PRESSURE •/- 50 PSF 38 X 77. (O/X), DESIGN PRE55URE •/- 35 PSF 72 X $ 4, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-O/X), DESI6N PRESSURE •/- 50 PSF 108 X 62, (O/X-0/X-0/X), DESIGN PRESSURE •/-50 PSF 108 X 72. (O/X-O/X-O/X), DESIGN PRESSURE 4/-50 PSF C- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/. 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DE5I6N PRESSURE •/• 35 PSF NOTE: 1. LOCATION OFBUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING S? ECIFIED 15 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK I/4' ITW TAPCON ANCHOR 4• FROM CORNERS 16' MAX, O.C. THEREAFTER _ ZX WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/ 4' MIN. EMBEDMENT : 11/ 2' MIN. EDGE DISTANCE 2- M_* N. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK IN5TALLATION DETAIL v1 O H o W w G OZ 00 o ,* a Q- ..........'Yi of T ? lli uZ a DWG #: SW0002 SHEET: 6 OF 6 WINDOW R DOORMMANUFACTURERS ASSOCIATION IEWDMA Hallmark® Certificate of Conformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscertcom North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. Adm`n`s°"``Y"°"agm"" Systems, Inc. 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 psi; Water Test Press 220Pa 4.59psQ 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 413/2017 12190676 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 9141930 mm (3606 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 11180905mm (44x75in)-Type H; Positive Design Pressure DP) = 1200Pa (25psf); 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 965x1676mm• (38x66in')-Type H; Positive Design Pressure DP) = 2400Pa (50psQ; Negative Design Pressure DP) = 2400Pa (50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52pso WD-20 10114109 Friday, May 13, 2016 Page 7 WINDOW & DOORONMANUFACTURERS ASSOCIATION IEWDMA Hallmark® Certificate of X';-1AdministtetitrManagement Conformance and License (CCL)Systems, 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. Inc. 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 511/2017 1118x1575mm• (44x62in')- Type H; Positive Design Pressure (DP) = 2400Pa 50psf); Negative Design Pressure (DP) = 2400Pa 50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psi) 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 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf); Water Penetration Resistance Test Pressure 360Pa (7.50psf) 440-H-025.46 2901 101/I.S.2JA440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 511/2017 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf) 440-H-025.47 29001mpact ASTM E-1996 121ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178.2 7/1/2013 511/2017 E-1886-05 1016x1829mmm (40x721n) - 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 7.52psf) 440-H-025.50 2901/4901 101/1.S.2/A440-08 Class LC-PG50; Size Tested 965mm 1880mm D7075.01-10947 1/14/2014 2/24/2017 965mm x 1880mm • (38 x 74in') Type-H; DP +50/-50 psf; Water Test Press 360Pa 7.52pso 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 & DOOR MMUFACTURERS ASSOCIATION Hallmark® Certificate of A4AMS, INC. Z W D M AConformance and License (CCL) A`S°"`„, Inc. System,ix. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amsceri.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 29004900 Series/29014901 Single Hung Window 440-H-025.63 29004900 Series/29014901 Single Hung Window 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 121ASTM DP +50/-50 psi. Missile D, E-1886-05 Wind Zone 4 ASTM E-1996 121ASTM DP +50/-50 psi, 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 psi; Water Test Press 150Pa (3.13psQ 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321 mm x 1829mm (52 x 72) Type-H; DP +25/-25 psi; Water Test Press 180Pa (3.76psQ 101/I.S.2/A440-11 Class LC-PG30; Size Tested 1219mm x 1956mm (48 x 77) Type-H; DP +30/-30 psi; Water Test Press 260Pa (5.43psQ 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 D9957.01-10947 10/9/2014 8/6/2018 1321mm 1829mm D9957.01-109-47 10/9/2014 8/6/2018 1219mm 1956mm D9359.01-109-47 1/28/2015 7/2/2024 440-H-025.64 2900-4900 Series/2901-4901 Single Hung Window • 101/I.S.2/A440-11 Class LC-PG35; Size Tested 1219mm 1829mm D9964.01-109-47 1/29/2015 8/4/2024 440•H-025.65 29004900 Series/29014901 Single Hung Window 440-H-025.66 29004900 Series/2901/4901 Oriel Single Hung 440-H-025.67 2900-4900 Series/2901/4901 Single Hung 440-H-025.68 29004900 Series/29014901 Single Hung 1219mm x 1829mm (48 x 72)' Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 101/I.S.2/A440.11 Class LC-PG35; Size Tested 965mm x 1956mm (38 x 77) Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm x 2438mm (48 x 96) Type-H; DP +20/-20 psi; Water Test Press 150Pa (3.13psQ 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm x 1880mm '(38 x 74) Type-H; DP +50/-50 psi, Water Test Press 360Pa (7.52psQ 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& DOOR SASWICIAT1pN Hallmark® Certificate of / NOWDMA 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: 800-2344228 ext 4644 AMS,INC. Admini iss ivc hlanagemcnt Syuark.,Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.69 2900-4900 Series/29014901 Single Hung 101/I.S.21A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-109-07-r1 8/21/2015 2/25/2025 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ - 440-H-025.70 29004900/29014901 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 psi; Water Test Press 360Pa (7.52psQ 440-H-027.19 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2032mm 2134mm C1050.01-10947 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 C4709.01-10947 1/31/2013 12/13/2016 22860880 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 5.43psQ 440-H-027.22 2902/4902 101/I.S.21A440-08 Class R-PG50; Size tested 1994mm 1524ntm C7070.01-109-47 9/24/2013 7/22/2017 1994x1524mm' (79x60in')-H; DP+50/-50; Water Pen. Rsist. Test Pressure = 360Pa 7.52psQ 440-H-027.23 2902/4902 Twin Single Hung Window 101/l.S.21A440-11 Class R-PG35; Size Tested 2032mm 1880mm C0328.01-10947 2 S12014 9/19/2017 2032mm x 1880mm (80x74in) Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 440-1-1-027.24 2902/4902 Twin Single Hung Window 101/I.S.2/A440.11 Class R-PG50; Size Tested 1918mm 1575mm C0328.01-10947 2/5/2014 9/19/2017 1918mm x 1575mm (76x62in) Type-H; DP +501-50 psi; Water Test Press 360Pa (7.52psQ 440-H-027.25 2902/4902 Twin Single Hung Window 101/I.S.21A440-08 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 psi; Water Test Press 260Pa 5.43psQ WD-20 10114109 Friday, May 13, 2016 Page 10 WINDOW NU Tv SASSOCIA„ON Hallmark® Certificate of IEWDMA Conformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscerf.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs, INC. AdmmisuntivY%1aungervent Syucros, 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 E7252.01.10947 5/12/2015 5127/2025 2426mm x 1880mm (96 x 74) Type-H; DP +15/-15 psi; Water Test Press 180Pa (3.76psi) 440-H-027.28 29004900/29024902 Twin Single Hung 101/l.S.21A440-11 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 psi; Water Test Press 180Pe (3.76psf) 440-H-027.29 29004900 Series/29024902 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 psi; Water Test Press 180Pa (3.76psf) 440-H-027.30 29004900 Series/29024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-109.47 12/29/2015 3127/2026 2184mm x 2134mm (86 x 84) Type-H; DP +15/-15 psi; Water Test Press 360Pa (7.52psf) 440-H-027.31 29004900/29024902 Twin SH 101/I.S.21A440-11 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 psi; Water Test Press 360Pa (7.52psf) 440-H-027.32 29004900/29024902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-10947 1/15/2016 10/22/2025 1918mm x 1575mm (76 x 62)' Type-H; DP +501-50 psi; Water Test Press 360Pa (7.52psi) 440-H-027.33 29004900129024902 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 psi; 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 8643001 4/5/2012 12/1612016 2737xl575mm (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 I 4VMANUFACTURERSASSOCIATION Hallmark® Certificate of , AMS, INC. Adminisuntivc ManngcrncmDMAConformanceandLicense (CCL) System, Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amsceff.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-028.19 2900-4900 Series/2903-4903 101/I.S.2/A440-11 Class R-PG50; Size Tested 2737mm 1829mm C0329.01-109-47 11/7/2014 2121/2018 2737mm x 1829mm (108 x 72) Type-H; DP +50/-50 psf; Water Test -Press 360Pa (7.52psQ 440-H-028.20 2900/4900 Series 2903/4903 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 2900/4900/70-290314903 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 (3.76pso 440-H-028.22 2900-490012903-4903 Triple Single Hung 101/l.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.21A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-10947 12/28/2012 915/2016 1219x2134 mm (48x84 in}H 440-H-029.07 4900/2900/70 101/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 29004900/29074907 Single Hung 101/I.S.2/A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109-47 3/3/2015 3/8/2025 1016mm x 1727mm (40 x 68) Type-H; DP +3505 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 D5514.01-10947 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.21A440-11 Class R-PG35; Size Tested 2718mm 1575mm D5514.01-109-47 3/26/2014 3/23/2018 2718 x 1575mm (-107 x 62 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 12 WINDOW & DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of NOWDMA 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: 800-2344228 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 psi; Water Test Press 260Pa 5.43psQ 101/I.S.2/A440-11 Class R-PG35; Size Tested 2734mm x 914mm (108 x 36) Type-TR; DP +351-35 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 X1- u— John ,11cFee, VP it AMS, INC. Admini&u% i%v ,Msnngcment Systems, Inc. CertDate ExpDate 11/23/2015 4/27/2025 11 /23/2015 4/27/2025 lion Programs, WDAM Hallmark B: ,,,,,Q, ,14 Rhonda Schott-, Authorized Represe»tathe, AMSyIf 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 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' 7 NAI. Hermes F. rero, P.E. Florida No. 73778 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: 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`^ 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 51' 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 5` 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 A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: FL19715 Date: 12/15/2015 Report No: 3947 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 # 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 D93S8.01-109-47 9/17/2014 D99S7.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 ES610.01-109-47 3/OS/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 6/16/201S E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 2. Certification Agency Window and Door Manufacturers Association FBC Organization #: 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 A\\ 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. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. 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 4rM2017 Florida Building Code Online Ltrl ° K {Ti lF 1)Lt e t I.A- • 9 l Ix :M1SIR LvI v f \ I is GOS Home I Log in I User Registration I Hot Topic { Submit Surcharge I stet: & Facts I Publications I fore staff I SCIS Site Map I Link I search b 1 1 Product Approval i''• USER: Public User Product Approval Menu > Product or Aooliration Search > Aooiieation List > Application Detail r,d _Jf'r,cr' K i a ; ter, ' i r FL # FL13192-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer lames Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardle.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@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 6 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida Ucense PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Oate 01/01/2018 Validated By John Southard, P.E. Y. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 a a - rr-: r- r Year 2007 2002 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect EL13192 R4 Eauiv ASTM C1186 Eauivalencv Sinned.odf https:Uwww.floridabUlding.orgt'prlpr app dU.aspx?param=wGEVXOwIDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgMlo3d%3d 1/3 4/28/2017 l ' Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/17/201S 08/26/2015 09/07/2015 10/16/2015 mmaryofProAucis r — — FL !I Model, Number or Name 13192.1 Cemplank Lap Siding Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ Install In accordance with NOA 1S- 0122.04. 13192.2 I HardlePlank Lap Siding Limits of Use. Approved for use in HVHZ: Yes ' Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install in accordance with NOA IS- 0122.04. . Description . fiber -cement lap siding Installation Instructions FL13192 R4 It ER RIO-2553-15 Plank metal wood.odf FL13192 R4 II ER RIO-2557-1S Plank Shingle CMU.odf FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathina.odf FLL3192 R4 II Install CemPlank Sldina.odf FLL31.92 R4 It NOA 15-0122.04.odf Verified By: Ronald I. Ogawa 2412L Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-1S Plank Shingle CMU.odf FL13192 R4 AE ER RIO-2577-IS Plank to WSP Sheathing.odP FL13192 R4 AE NOA 1S-0122.04.odf Created by Independent Third Parry: Yes fiber -cement lap siding Installation In FL13192 R4 it ER RIO-25534S Plank metal wood.odf FL13192 R4' Il ER RIO-25S7-15 Plank Shlnale CMU.odf EL13192 R4 II ER RIO-2577-IS Plank to WSP Sheathlna.odf FL13192 R4 It Install HardlePlank Sldlna.odf . . FL13192 R4 II NOA•15-0122.04.odf 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 EWRIO-25S745 Plank Shlnale CMU.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathina.odf FL13192 PW AE NOA•IS-0122.04.odf Created by Independent Third Parry: Yes 13192.3 HardleShingle Individual Shingles fiber -cement Individual cladding shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 R4 11 ER RIO-2555-IS Shinale metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 If Install HardieShinale Siding.odf 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-25SS-1S Shlnale metal wood.odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes impact Resistant: N/A Design pressure: N/A Other: fiber -cement notched shingle -panels (straight`edge, staggered edge, half round edge) Installation Instructions FL13192 A4 H ER RIO-2555-15 Shingle metal wood.odf FL13192 R4 •II'ER RIO-2SS7-I5 Plank Shinale CMU.odf- EL'13192 R4 .II Install HardieShinale SWina.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-25SS-15 Shingle metal wood.odf FL13192 .114 AE ER RIO-2557-15 Plank Shinale CMU.odf- Created by Independent Third Party: Yes 13192.S Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLI3192 R4 II ER RIO-2553-15 Plank metal wood.odf https!/www.floridabullding.org/prJpr app dtl.aspx9param=wGEVXCIwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgK0f7RrxWwZsbgA°3d%3d 2/3 4/28I2017 Florida Building Cade Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVH2 Install In accordance with NOA 1S- 0122.04. FL13192 R4 It ER RI0-2557-1S Plank Shingle CMU.odf FL13192 R4 11 ER RIO-2577-IS Plank to WSP Sheathina.odf FL13192 R4 [1 Install Prevail Lao Sidino.odf FL13192 R4 If NOA 1S-0122.04.odf 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 RI0-2557-15 Plank Shingle CMU.Ddf FL13L92 R4 AE ER RIO-2577-15 Plank to WSP Sheathina.odf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: OSO-487-1824 The State of Florida Is an AAIFEO 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 quesU°ns, please contact 850.487.1395. *Pursuant to Section 4SS.27S(t), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The 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 4SS, F.S., please dldt here . Product Approval Accepts: a ® K.t_M Credit Card Safe httpsJ/www.(loridabuilding.orglpr/pr appWkid 3/3/ Florida Product Approval HardiePlank° Lap Siding For use inside HVH2: 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 HVH2, 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 on the follow pages for all other installation requirements. ID HardiePlank° N >0. Lap Siding ,% JamesHardie EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUV PRODUCTS Visit inyatiart ulyalle.aanfor (he most recent version. SELECT CEDARMILO • SMOOTH • CUSTOM COLONIAL'" SMOOTH • CUSTOM COLONIAL'" ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: FAILURETO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEADTO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY, BEFORE INSTALLATION, CONFIRM THATYOU ARE USING THE CORRECT HARDIEZONE- PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIE20NE'" APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR'CALL 1-866-942-7343 STORAGE & HANDLING: Store Rat and keep dry and covered prior to Installation. Instaoing•siding vet or saturated may result in shrinkage at butt lolms. Carry planks on edgo. Protect edges and turners from breakage. James Hardie Is not responsible for damage caused by improper storage and handling of the product. OUIOOORS INOOORS 1. Position culling slalion so that wirdwill blow dust away bornuser 1. Cut only tong scare and mao. or shears (manual, electric or pneumttic). and a m h world nMgJ ores 2. Position cutting station In well•vendlated area 2 use ere of don latiorArg m allods a aasL• L Score and strip It Shears ( mind, electric or pnarmaTq - NEVER use a patter saw Indoors b. BeW. L Oust reducing rirahr saw e(li fted witha -NEVER use a ctrlVlar saw blade the doao not tarty the HadeRadesawbIada trademark HardeBlade'sawblade and HEPA (eaten edrdctbn - NEVER dry sweep — Use wet suppression or HEPA Mucus tt G Good: L 00 roduclM circular saw won a Ha Mtedc saw b" only use tar lom to mode to ddlfrg) Important Nola: For makdnlm fkowiam t ow est fmpimhle dust prodir n),.lvnes Rude recommetnds &IM rEhg'amf -Nall adtig methadv whew bast*. NIOSH-approved respirators can be used In m*Wbn with allow ciAM praaioes to (unher reduce dust apostles. Ad6tior d rustle Womation is available atwwv pmeshardle. ean to help you de rem a the most appmprhte cog method for lourlab retbitemems. If clincem dill edsts about elpostce love6 or Will do not cornplyWith the abw pr2di e;.lou should aMayscarmdta gtaUid'md,stdilhooril t orcontact James Hardie (or Ullieridmarlioa soaalas GENERAL REQUIREMENTS: HardiePlank` lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irreguhirilies in framing aril sheathing can mirror through the finished application. Informatlon on Installing James Hardie products over foam can be located In JH Tech Bulletin 19 at www. Ialnehardle.com A water -resistive barrier is required in accordance with local building trade requirements. The water -resistive barrier must be appropriately Installed with penetration and junction flashing in accordance with local (wilding 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. When installing James Hardie products all clearance details in figs. 3-14 must be followed. Adjacent firdshed 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 HardlePlank lap siding In fascia or trial applications. Construction constructlon Do not install Janes Hardie products, such that they may remain In contact with standing water watereststtro b>amer let•In brak>itg HardiePlank lap siding may be Installed on flat vertical wall applications only. o sheetp Mo 24'o e.matr. For larger projects, including commercial and multi -family projects, where the span of the rg wall is slgnifirant In length, the designer and/or architect should lake Ift consideration the coefficient of thermal expansion and moisture movement of the product In their design. `I These values can be found intheTechnicalBulletin "Expansion Characteristics of James HardieSiding Products' at www.JamesHarde. com. DO NOT use stain, oiVaikyd base paint, or powder coaling on James Handle® Products. s INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options are required by code (as ielerenced 2009 ! RC R703.3.2) A. Jane Flashing (James Handle reex)mmended) ! w B. Caulking" (Caulking Is not reoommended restforColorPlusforaestheticreasonsasthe Caulking and ColorPlus will weather differently. For the same mason, flsnitg do not caulk nail heads an CodorPlus pmd(x;ts.) C. 'H" jointer cover Figure 2 Nai line nail line Is not present place fastener between 3/4" v from tap of plarrl0 Instal planks In moderate cordad at bun Ids i X o" wdtdr-reslsdw, baMo n ,• fastener 1Uuia1 a 1 1/ 4' slarier strip to erwrco a consistent plankxge leave appnopfite gap l amen flanks and OA wawa caulk-' Note: Feld palming avercaulldro may produce a sheen difference when compared to the pelf painted PdmePhrs. 'Refer to Caulking section in these Instructions. r For additional information on Handiewrap'Weather Banter, consult James Hardie at 1-866.41lardle or www.hanilewrap.com WARNING: AVOID BREATHING SILICA OUST Lames Haft" products contain respirable crydalhe Me. which It Imown to the State of Calfdmti to Cause Cancer and Is considered ty IARC and NOSH to be a cause of caner from some occupational sources. Breathing acesdve amounts of respirable silica dust can also cawe a disabling and potentially fault lung diseeoe called silicosis. and has been linked wth other diseases. Same studies suggest srtrnkiy nray increase these (don nudng itstillatim or ham ding. 0) work in outdoor seas wim ample vnnil Wen, (2) rise rtks reftni shiers farcuting or, w1wro not fe lble, use a HarditRade° saw hgrlo and dust -reducing ckcWw ar sary attached to a HEPA vacn: (3) warnothersebInthemerdktaarea: (4) wear a prop"-filled,NOStt-approwtd dust mask or respirator (e.g. N95) In accordance with atpplicable governrtknt reguutions and manufacturer Insuuctiors to Mauro Ihkb resplreblo trio apsurm Oudng clmn-up, use HEPA %ecuu ns or wet cleanup methods - raver dry eweap. For further udamwlion, w4or fo our aclalloten iu9ruclbro and Mate id Saleti Data Sheet available at www.(ameshardle.can at by canng 1.800-OHAFICIE (1.800.942.7343)• FALURE TO ADHERE TO Wfl wAnNNGS, MSOS, AND WALLATION INSIF ICTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. MIM t1S11119-P1/4 6/13 y ro" CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding 2-Flashing ?^fit. _ As re wired ; • := y 'r': irylR code - .•.:« ,, Min. Y4" Do not caulk Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry pV 14 Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valle /Shin le Extension 1[; fa ll17g196 iron tpBA ap ., af ieSenl-,` FASTENER REQUIREMENTS " Blind Nailing Is the preferred method of installation for HardiePlanka lop siding products. face nailing should only be used where required by code for high wind areas and must not he used it conjunction with Blind natling (Please see JH Tech bulletin 17 for exemption when doing a repalr). Pin -backed comers 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) 11 ga. 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 Partelfast' nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 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). 1114'mIR t1/,• t Overlap I` o.&.X Nag LYfe Wamr 1mabGve Baffler FACE NAILING Nails - Wood Framing 6d Al 13" shank x 0.267" HD x 2" long) Siding nail (0.09' shank x 0.221" HD x 2" loq Screws - Steel Framing Fibbed Bugle -head or equivalent Me. 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 1.1/2" 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 15 1 Figure 16 Minimum overlap for Both Face and Blind Nailing min. 1 overlap T 24- --- 0.C.max. . 1 114- min. overlap r U 3/4'.1- race ml l I I wtlbr•retitUve banter Laminate sheet to be removed Immediately after installation of each course for ColorPluse products. When face nailing to OSB, planks must he no greater than 91 /4" wile and fasteners must be 12" o.c. or less. Also see General fastening Requlremers; and when eortshlerhlg aaemadve fastening o0lons rater to James Hardle's Technical Bulletin USTB 17 - Fastening Tips for Hardleftnle LaD Siding. HS11119•P2/4 6/13 GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING y ro 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 line 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 resistarce of fasteners. attachment on the pneumatic tool Is recommended. This will help control the Stainless steel fasteners are recommended when Installing James Hardie" 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 Die rail. (Drive under driven nails snug with a smooflt faced hammer -floes not apply for installation to steel framing). Manufacturers of ACO and CA preservative -treated woad recommend spacer materials or other physical barriers to prevent direct contact of'ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach HanlleTdm Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. Consult applicable product evaluation or llsdng for correct fasteners type and placement to achieve specified design wind loads.. NOTE Published wind loads may not be applicable to all areas where Kcal Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). Qtg. A) Do not over -drive rail heads or drive nails at an angle. If nail is countersunk, rill nail hole and add a nail. (fig. 8) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace naili. countersunk, lq, 0till &add nail snug flush DO -NOT DO NOT Figure A Figure B under drive nails staple PAINTING 00 NOT use stain, olValkyd base paint, or powder coating on James Hankie'" Products. James Hardie products must be painted within 180 days for printed product and 90 days for unprimed. 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 stiould be fastened with even spacing to the structural member. The tables allowing CAULKING direct to OSB or plywriod should only be used when traditional framing Is For best 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. COLORPLUS0 TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should he taken when handling and cutting James Harde® ColorPlus® products. Outing installation use' a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus* Technology'tmuch-up applicator. Touch-up should he 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 nn .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-up will not be covered under the James Hardie ColorPlus Limped Finish Warranty. PAINTING JAMES HARDIE" SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface Is clean, dry, and free of any dust, din, or mildew Repriining Is normally not necessary 100% acrylic topcoats are recommended 00 NOT use stain, oiValkyd base paint, or powder coating on James Hardie' Products. Apply finish coat In accordarce with paint manufacturers 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 HSI1119-P3/4 6/13 M fa - COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, does not include vrraste COVERAGE AREA LESS OPENINGS HAROIEPL.ANe LAP SIDING WIDTH SQ 5114 61/4 7114 7112 8 8114 9114 91/2 12 ISO=10pspll.) e)(posu(e) 4 5 6 61/4 6314 7 8 8114 103/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 98 89 86 75 15 58 7 175 140 117 112 104 100 88 88 85 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 ISO 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 166 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 ordenng of product. IPECOGNmONArt accordance vAlh ICC-ES Evaluation Report ESR•22K Hardfeftnk:D by slAng Is recognized as a sultabfe altenrab to that spedled is the M.200%U0121ntemawral Residential Code for One - and Two•Famlly, DmIlI gs, and the 2006, 2009. 8 2012 Inlemational Buildbrg Code,. HardaRank tap ddig is dso mcoWfted for aWliaian In One to": City or Los Angales Rosoarch Report No. 2488Z Stab of Florida Ming FLi889, Oade Count', Florida NOA No.024729.02. US. Dept. of HUD Materials Release 1263c, Texas Deportment of Insurance Product EYakuatton EC,23. City of New Yak MEA 223.93df, and Cordat is OSA PA-0I3 These documents drouid also be consulted nor additional inlanatkn concerning the s uitabd8y d Ws product in specificapplications. 0 2013 Jam Haft Building Products. AD *Is reaer4ed. Additional Installation information, TM, Slot and fl denoteTechnology trademarksor registered re demorm of James HatdreTeduiobgyUmBed.r9isareglderedtradanark Warranties, and Wamingsare availableat amesHardie ofJamesHardieTecirnologyLimited. %~Jameshardie.com Mn Paneffasl is a registered trademark of ETSF Fastening systems. Dr. HS11119- P414 6H3 MIAMI-DADS htlAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY ANb ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMMNISTRATION DIVISION 1' (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.eov/economy James Hardie Building Product, Iite. 10901 Elm- Avenue' Fontana, CA 92337 SCOPE: This NOA is •being issued under the applicable rates 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 (AEIJ). 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 heroin, 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 slid Soffit APPROVAL. DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardioPlank, CemPlank Prevail Lap Siding; HardieSofi-tt, CemSofftt 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., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Coutro! Section. MISSILE IMPACT RATING: Large'and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade CountyProduct Control Approved" is to be located on each siding plank or panel and per FBC 1.710.9.2 and 1710.9.3 on soff t' 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 thi 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 cutirety. INSPECTION: A copy of this entire NOA shall be provided -to the user by the manufacturer or its distributors And shall be available for arspection at the job site at the request of the Building Official. This NOA revises NOA 013-0311.07 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. MlAMI• LUADI: COUNTY NOA No. 15.6122.04 Expiration Date: May 1, 201.7 Approval Date: April 9, 2615 03/ 30 24 5 PH& I -- James Iiardie Buildine Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEb A. DRAWINGS "Submitted under NOA # 13-0311.07" L. Drawing No. PNL, PLK & SOFF, titled "HardiePancl, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSofftt 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 "Sabmitletl untler 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 -tip drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intettek 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. Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3.. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE- 1. Miami -Dade Department of Regulatory and Economic Resources iR.ER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5`° edition (2014). F13C issued by Ronald I.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. D3/3olynl5 Carlos M._ Uh-crn, P.E. Product Control Exaininer NOA No. 15-0122.04 Expirattou Date: May 1, 2017 Approval Date: April 9, 2015 E-1 WALL LENGT!-! 318" Minimum Edge Distance A_U9!tA Sig fastener, as described in Note 1 Panel fastener, as described in Note 2 1C iiC M-b BLM HardePanel, Cempanel, n.Are _ i oft Pb— Prevail Panel Siding Water4esistive barrier per Florida Building Code Section 14D42 N" thick 15 ply APA rated plywood sheathing fastened inr, accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs 1 The wag and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. PRODUCT DESCRIPTION SEE HardiePanelO, Cempanel®, & DETAIL A Prevail® Panel Siding materials are nonasbestos fiber -cement Products Sl8" thick 15 Ply APA rated tested in accordance with ASTM l pM^ood rhea" in C1186 Grade It, Type A and meeting a=danoe with Florida the requirements of the Florida B"rg Code Section gml fing Code. 23, p Nf-L DIMEb;M0YS Wxterresistive Width Length Thickness banter per Florida 4 8.9.10, 5fle, t'dUng Code SecLon 14042 DES,N PRES_SWE RADNG_ 2' X 4" S-P-F Installation Design Pressure Wood Studs 76 pe Wood Studs HardiePanel, impact Resistant- Planks installed over SM, thick 15 ply acTpN &8 Cempanel, APA rated plywood sheathingPrevailPanel Siding CIA DIEPANELCE1fAPANEIIPR vAfL 4NELsSID1NG INS L.tA'MON DETAIL AU installation shall De done in conformance with this Notice of Acceptance, the manufacturer'sBuildinCode- installation reoommendadons, and the applicable sections of the willFloridabe installed shall beWoodstudswhereHardiePaneLCempanel, Prevail Panel SidingCode and the requirements of thisdesignedbyanEngineerorArchitectpertheFloridaBuilding N.OANOW 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Budding Code Section 2322.3. APA raced plywood sheathing suDPorbedThesidingpanelsshagbeInstalledoverSWthick15ply by a minimum of 2-X C "-F wood studs spaced a mWchnum Of 16' O.C. Note 21 The siring panel fastener shall be a 2- long. 0.223" head diameter. 0.092" shankdiameter, corrosion resist;arit siding nail: the fasteners shag be spaced at S. O.C. at panel edgesandintermediatestuds; the fasteners shag be driven through the SW thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shall have a minimum edge dunce of 30' and a minimum dearanee of 2" from cornets. HARDIEPANEL, CFMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products. Inc. 10901 Elm Avenue Fontana, CA 9=7 PNL-PLK-SOFF Creator. E. Gonzales ss L; 12' = V4r I Dade: Q241=1S ISHM 1 OF 12 Cladaing Fastener Spacing per Florida 16 OOin. Building Code Section 2322. 37I • Framing FfZO CtsEVl . ' F Sheathing e.o.i.g.sr+bc}t+d. Building Code Sedion2322.3 M0Dl=iMV9M I ' - o ' STAB 0 RgM1NG NOMINAL 2" X 4" S-P-F WOOD STUDS IS O.C. FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE WITH 3COMMON NAILS (2 PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) CBOTTOMmCONNNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHFAT7ilNG • NOMINAL 5V THICK/ 5 PLY APA RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 23=3 Ct, ADQKGz James Hardie Building Products, Inc. THE PANEL IS FASTENED WRIT Y LONG, OM' HEAD 10901 Elm Avenue DIAMETER, 0.097' SHANK DIAMETER, CORROSION a Fontana, CA 92337 RESISTANTSIDINGNAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Phone: 909466-6300 s¢e FSCM rro DWGNo ReV Fax 909-427-0634 A PNL-PLKSOFF 1 Creator E. Gonzales scAU 1" =1'-0' Da*:4124=13 SMET 2 OF 12 ALL LENGTH SEE P13QDUCT D_SCRI..„ip.N Stud Spa at HardiePanele, CempaneM, & Ptevail® at 16" O.C. DETEE Panel Siding materials are nonasbestos 5/8" thick / 5 ply APA rated fiber -cement products tested in r-:._.:.:_...._. —•— ' accordance with ASTM C1186 Grade II, i'` ( plywood sheathing fastened Type A and meeting the requirements of0['aA to metal studs as described the Florida Buiding Code. XrVL4;qP I i,i • •. in Note 1 ta*icT l'I ooae pyiitCr htl elFloeeda i , QANELDLfff1N-_S_1_QNS l j.' tcod: Waterresistive Width length Thickness WALL /. v% N0. j : barrier per Florida 4' 8,9,10' 5/16' HEIGHT f % ; 74C > j 7 17 Building Code I '' i i ` : STATE Section 14042-ESI.G_N ERES_S_U:R.E-P-. _.LtG D ereeRoduer,aene: •': `/ Installation Design Pressure Ili i i _ 4 FlOR10 ' l 20ga, 3-&rX 1 I8• Metal Studs -104 psi Metal Cstud impact Resistant- Hardiepanel, 1 UCL Cempanel, Panel installed over SW thick 5 ply i3 Prevail Panel APA rated plywood sheathing 3/8" Minimum Edge Distance Nails at 6" O.C. (typ.) siding HAP DjEpANE CE YiPI NELiPEREVA L_PANFJ_SIDQ_kG-1kSJA--Lk 10_N_DETAIIYS AU installation shall be done in conformance with this Notice of Acceptance, the manufacturer's p_EIAtI,A installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be i Sheathing fastener, as designed by an Engineer or Architect per the Florida Building Code and the requirements of this• described in Note 1. N.OA RaC1lJ ENote 1) 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at Sloe s > r6e•flo ids at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-1/4 long lie -O NotePanel ener, as described in bugle head screw p The siding panels shall be installed over Stir thick / 5 ply APA rated plywood sheathing supported by a minimum 209a, Nominal 3S/8 X 1.5/8" Metal Cads spaced a maldmum of 16"' FndCsri I [Note 2) The siding panel fastener shall be a minimum No. 8-18, 0.315' head diameter X 1,WHardiePanet®Siding long• ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating metal r 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 / 5 ply APA rated plywood sheathing into metal Water -resistive barrier per sleds located at 16" O.C. Florida Building Code Section . Fasteners shall have a minimum edge distance of 3180 and a minimum clearance of 2" from 1404.2 comers. HARDIEPANEL, CEMPANEL PREVAIL PANEL 5/8" thicc15 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened James Hardie Building Products, Inc, to metal studs as described _ 10901 Elm Avenue in Note 1. • Fontana, CA 92337 20ga, 3-".1 X 1-5/8" Metal C-stud Phone: 909356-6300 FSCU NO D6%G NO REV The wall and soffit frames are to be designed Fax 909.427-0634 A PNL-PLK•SOFF 1 by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator, E. Gonzales SCALE' Ur =1-0• Date: 42412013 s cr T 3 OF 12 T 6.00in. ffi aoe vA& the R - 0 AMPMW NO 1' 1,!! 0 F_L?AN11NG. _ SC FASTENED NTH ar 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 S_ 1E .LNG - i NOMINAL 5/8" THICK / S PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6' OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO-8-1 S. 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE HEAD -SCREW CLAp_DING. THE PANEL IS FASTENED WITH NO.S-18, 0.315' HEAD DIAMETER X 1.5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THgEADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing II I II ICI • Sheathing II II I I•I I.I I.I ` o. 121 o • STATE OF = • I FOR METAL D WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OFTHIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL PREVAIL PANEL INSTALLATION DETAILS METAL MD CONSTRUCTION James Hardie Building Products. I= 10901 Elr i Avenue a Forbna, CA W337 hone: 909 56 i00 FSCM NO D" NO RE Fax 909-427-0834 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1'=1-0' Date:41242013 s+E 4 OF 12 WALL LENT. SEEStudSpacingatIV, O.C. DEiA1LA i : i l i ss ooi4jptymg with e F7odda l ' Sm1Coae " ,, oafWALLlo i I i Mimiur ad: l?rodeg Caned CC SS10 N A . Nails at 16' O.C.bp.r , 3/4" Minimum Edge DistanceB-B lm_ .Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 wiu6 florrids ` . S , HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building I Code Section 14042 N<51VI ththick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2° X 4° S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. MoODUCT D=SCRI ]LIP HardiePlankO. CemplanM & Prevaikfil Plank lap Siding materials We. thick 15 ply APA are nonasbestos fiber -cementproductstestedinaccordance withratedplywoodASTMC1186Gradeit, Type A and sheathin8 accordance meeting the requirements of thevrithFloridaBuildingCode. Florida Wding Code SeC°0n 2322.3 PANEtLD M-ENSi tu WasertesiWft Width Length Thickness N, barrier per Florida S9-1/2" 17 5/16" Bulding Code Secdon 14042 DES1-G PRESSURE —RATING 2-X 4" S-P-F installation Design Pressure Wood Studs Wood Studs -92 psf Lap Siding Impact Reststant- Planks installed over 5/8" thick / 5 ply 1-1/4'tau X 5/16" APA rated plywood sheathing tick starter strip HAi?a>ZPLa Inc _c> LaKK REYA_ !L LA si lN NsTAs!1 flcZN Dtar Alt Installation shaD be done in corrfom ance with this Notice of Acceptance, , thee manutachrret's installation recommendations, and the applicable sections of the Florida Building Code. designed b an Wood studs where HardiePlank, Cempbnk, Prevail Lap Siding will be Installed shall be Y Fsgineer or Architect per the Florida Building Code and the requirements of this N.OAMote1] S/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 23223. Planks shall be applied hoftnWy commencing from the bottom Course of the wall with 1-1/4" widelapsatthetopoftheplanksuchthattheexposureareaofeachplankiss8-1/4" vertically. Note 21 The siding fastener shall be a 2-1/Y long, 0.223" head diameter, 0.092 shank dameter, corrosion -resistant siding nail; The siding is tastened s 8.1/4" O.C. vertically and 1O..C. ho izzonn Y, fasteners are driven into wood studs through 518 thick 15 ply APA rated plywoodsheathing. areplacedintheoverlappingareaapproximately3/4' from the bottom edge of the overlapping plank vertical joints shall be placed over studs. supported by a Theplanksshallbeinstalledover50thick/ 5 ply APA rated plywood sheathing minimumof2"X4" S-P-F wood studs spaced a maximum of 18" O.C. Fasteners shall have a minimum edge distance of 3/8". HARDIEPUWK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products. Ina 10901 Elm Avenue Fontana, CA 92337 A I I PNL-PLKSOFF Creator. I- Gonzales scar: 1R" = t'-0" Date: 4/24/2013 sr+E`-T 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 41 111 Fastener Spacing per Florida Building Code Section 2322.3 0.7sn as s.ISMaCO& Acsep oe we TVie. adeAodnctC aa3 so.25in. r 1NC NOMINAL 2' X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH a-vT 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 SHEATHIk NOMINAL SN' THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 C.LAQRI!_lr PLANKS.OVERLAP 1-1/4' THE r7(POSURE IS Q-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/r LONG. O2=' 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 M i Cladding Framing I i S s MON=REVISFM ,•- 7 e oogpiyig ai& *c no" j , `SF• ed1 S I I No. 12 i k sr 0'-: STATE OF • ss 41 A1. ti • FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Budding Products, I= 10901 Elm Avenue Fontana, CA 92337 REEFSCM a woo ao A PNL-PLKSOFF Aocaptres r l h6 w4c at 16, 3W Minimum ire florist t;VALL LENG SEE PIZO UCT pESCRIPrO t C DETAILA HardiePlank®, Cemplank®, and 5r3" thick / 5 ply APA Prevail® Plank Lap Siding materials i -----r ----. - ` rwed a od are nonasbestos fiber -cement kuo fastened products tested in accordance with I i ASTM C1186 Grade II, Type A and ip t"etat studs as meeting the requirements of thedescribedInNote1FloridaBuildingCode. no }aol*wewieDimei3aidt j 1,1 „1. .tW, WItGf GSisfive barrier per FWida ELANMENSLONS p i ` F SuDding Code Width Length Thickness Section 14042 S 9.1/r 12' 5/16" Y PlodmotCoeds! .` : i I *1 i I 20ga, 3•S/8 X!-5/8" DESIGN PRFS$_U$E RATlNq F I C-ssvd Installation Design Pressure Hm4e1* 1ank Metal Studs -92 psf 1 - ' _ . %+ • ••...... NF k ,, j Lap 5uiing Prev l impact Resistant - Distance Na ils of 1.114• tatl X Sns• ONAL • SFC Q Planks installed over 5/8" thick / 5 ply 16° O.C. (tYp•) '. g.g APA rated plywood sheathing thick starter strip Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HarliePlank, Cemplank, Prevail Lap Siding Water - resistive' barrier per Florida Building Code Section 1404.2 6V thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 20ga, 3S/8" X 1-W Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compriance with the Florida Balding Code. HRDIEPLA_ ANI..NG_WSTALL ZJ INM S!D 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 shah be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 1] SW thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6'oc at panel edges and all intermediate supports using a No.8-18, 0.315" head drameterx 1-1/4' long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with IAA wide laps at the top of the plank such that the exposure area of each plank is S SAX vertically. jNote 2] The siding fastener shah 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 treads penetrating metal framing); The siding is fastened S 8-1/4' O.C. vertically and 16" O.G. horizontally, fasteners are driven into metal studs through 518" 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 shah be installed over SO' thick 15 ply APA rated plywood sheathing supported by a minimum 209a, Nominal 3-W X 1-SX, Metal C eWds spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distdnoe of 3/8". HARDIEPLANK, aMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 err: rsew No. owo No A PNL-PLK-SOFF Creator. E. Gonzales Isca.E 1/2"=1'•0• I Date:4R4r=3 Ism 7OF12 REV 0.7'5in 16.00in. 16 in. OC Cladding wc0aghfaEwi1htbcfTw; e a=a&gcd& Ampam lib L t11/.•Q T • Sr noa 58 n. ' NOMINAL 20 GAUGE 3-5/8" X 1-&&, STEEL STUDS 18" O.C. FASTENED WITH SW LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SH9 TrP!P NOMINAL 51&'THICK/5PLY APARATED PLYWOOD SHEATHING TO METAL STUDS AT 8" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8- 18, 0.315' HEAD DIAMETER X 1-1W LONG BUGLE HEAD SCREW CLADD _G PLANKS OVERLAP 1-W THE EXPOSURE IS 5 8-1W THE PLANKS ARE FASTENED WITH NO. B-18, 0.315- HEAD DIAMETER X 2-1W LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION 7.77i Framing Sheathing 121 o TATE OF Rt s 0 ' Al FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products,.lna 10901 Elm Avenue Fontana, CA 9=7 Fax 909- 427-0631 A PNL-PLK-SOFF 1 Creator. E. Gonzales snu.E r = V-0' Gate 424/2oi3 SHEET 8 OF 12 WALL i Q TUN A WALL LENGTH Stud Spacing at 15' O.C. 3/8" Minimum SEC DETAIL A T— f ) 2•X 4" S-P-F Wood Studs HardieSoffit, Cemsoffit Nails at 4" O.C. (typ.apUCr REVISED Distance am cccoying ems an Fhmift C9ee d/ D offit'fastener. as escribed in Note 1 HardieSoffit, Cemsoffit Minimum 2" X 4" S-P-F Wood Studs The wail end soffit,fames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code, R&0PL QLQESCRIPTLON HardieSoffi!0 & CemsofM materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade It, Type A and meeting the requirements of the Florida Building Code. SOFFR_DIMENSIONS. Width Length Thickness 4' 8' 1/4" ASSIGN Pfi,SS1JI Eft—A-) NG Installation Design Pressure Wood Studs -70 psf see W- No. 4 21- STATE OF Z47 CORIOP- it,4RD_tlA.0-EFrr„PEM.S_O_EELTI NF,4t YALLAT D_T.AM AD installation shall be done in conformance with this Notice of Acceptance, the manufacturers installation recommendations, and the applicable sections of the Florida Bulling Code. Wood studs where HardieSoffrt, Cemsoffit val be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of tKs N.OA The soffit shall be installed over minimum Z%4" S-P-F wood studs spaced a maximum of 16" O.C. INote 1] The soffit fastener shall be a Z long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding naik the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood scuds located at 16" d C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers. PRODUCrRt VOM evilercdew fe Fbeism t1ot3•,P gr OYMU11ft.proavaCasea HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana. CA 92337 OV4 No PNL-PLK-SOFF Creator. E. Gonzales IscALE 1rr= v-o- I riaw:4/24=13 1WEET 9 OF 12 4.mn- code BAeae rlle • d? l .0? 1% c n:ooat me. r •r7 - Afi oi PCaaRul • By i) aCe:ot'oetFa— ER& M(bLCt NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3A2' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCM TECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING. ' THE SOFFIT IS FASTENED WITH 2- LONG, 0223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing' NX C 0 21 sun OF FEOR10 S10NA, 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) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Ina 10901 Elm Avenue Fontana, CA 92337. Phone: SOS-356-Mo SIZE Fes A 10 p03 NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. l= Gonzales SCALE 1" =1'-0" Date: 4124=13 SHM 10 OF 12 ALL LENG iII I SEE Stud Spading at 16' O.C. DETAILA I I IMeMl1ii•j . 20ga, MIV X 1-SW WALL i I I j i CsMd EIGHT i '' HardieSoffit, i E i i i i i CemsotfA j REM1k6 Intonucz s>:vtsEv 3/8" Minimum Edge Distance PF,O_DU_Cf DE,S_CRV—M- 0-I-4 HardieSofftt(D & Cemsof l) 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. SO_U-1_T_QO_IA1WS_LO_ 4 VViidth Length Thickness 4" 8' Y. DE•5_LGN PRESS_U_RE RAT rMG_ installation Design Pressure Metal Studs -55f 0• 127 DNfil L 13AL i0_ [SCE.MS_O_EFL _ANE.4lN..SlA &V.Q —QFTAD-.S 'AL EN roti+d, t AU ir:siaAaSon shall be done in conformance with this Noticeof Acreptan , t SE'hi'Sn' tifacturer's installation recommendations, and the applicable sections of the Florida Building Code. t fastener, as Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or reed in Note 1 Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 20ga, Nominal 3-6/8' X 1-5ff Metal C-studs spaced HardieSo Cemsoflit a maximum of 16" O.C. INote 1] The soffit fastener shall be a minimum No. 8-18, 0.315' head diameter X 1-1/4' long' ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal • framing); the fasteners shall be spaced at e" O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2' from comers. ff° HARDIESOFFIT, CEMSOFFIT PANEL tq INSTALLATION DETAILS MEfALSTUD CONSTRUCTION Nails ate" O.C. (typ.) 20ga, 3,5/8" 41-5W Metal CGstud Lj The wall and soffit frames are to be L_ _ designed by the Architect or Engineer of Record in compliance with the Floricia. Building Code. Creator. li Gonzales aseamoyiw A ep teewNeJames Hardie Building Products. Inc 10901 Om Avenue Fontana, CA 92337 FSCM NO 12" = 1'-0- DWG NO RN PNL- PL "OFF 1 1 Date: 4l2412013 srmr<:'r 11 OF 12. Cladding Framing j00-1r. I, PRCmt1CT ItEvtsFD . 03 -47 iig rplleeflod a pyLODl7CiE1i: . s, ,g vrimteoirlo id ' PHAMP rrt .. At i PDItwan.2 9 ' FLOR\O C? 13 SS10NP o FRAM... NLG, . NOMINAL 20 GAUGE 3-M" X 1-S/8" STEEL STUDS 16" O.C. FASTENED WITH &r 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_ HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. B-18, 0.31S" HEAD INSTALLATION DETAILS METAL STUD CONSTRUC110N DIAMETERX 1-1/4' LONG CORROSION RESISTANT'RIBBED (a — BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 ,lames Hardie Building Products, Inc. FULL, THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE i909427-0634 10901 Elm Avenue STUDS Fontana. CA92337 Pho6-6300 sA Fscm No ovaN? ` FaA PNL-PLK-SOFF 1 Creator E. Gonzales se" 1" =1'-0" Date: 424,2013 WEXT 12 OF 12 1 428/2017 Florida Building Code Online 1All acts Home I Log In User Registration Hot Topics jSubmit Surcharge Slats & Facts Publications FSC Staff SCIS Site Map Links j Seacd, Fkudi Product Approval 4{ - Ij: i erg+ USER: Public user rL•;. r•1 Proauat Aoorwal Menu > Ploguct or Aoollattlon Search > Anolicatlan List > Application Detail FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcolisinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcollsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALCIS001 Evaluation Report 2014 FBC 04 T4 Soffits odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year L986 https:ltwww.0oridabuilding.orgtprlpr app olt.aspx?param=wGEVXOwtDquk24AUC%2(EHMrNrkL4bysALEZSXMisX5GEO%2f1CXiYpyxAa/o3d%3d 12 4/28/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method L Option D 08/27/2015 08/28/201S 09/04/2015 10/16/2015 04/05/2017 FL it 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 FLL2194 R3 It ALC1S001 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 ALClSO01 Evaluation Report 2014 FBC 04 T4 Sofflts.pdf Created by Independent Third Party: Yes Contact :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 8S0.4974824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: A=sslbllity 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 8S0.487.139S. *Pursuant to Section 4SS.275(l), Florida Statutes, ef(ective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address 1( they have one. The emalls provided may be used for o(fidal communication with the 11censee. However email addresses are pudic record. I( 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 hero . Product Approval Accepts: Credit Card Sale httpsJ/www.0oridabLuiding.org(pr/pr app dtl.aspxlparam=wGEVXOwtOquk24AUC%2(EHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxAa/o3d%3d 2/2 Certificate of Authorization No. 29824CREEK17520EdinburghOr 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 (OUA9110) 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 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 exlst 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 Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not 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 ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Ain.ft for the 'full vent' configuration and 11.1 In2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. Ie- net v[rrt ,e• enn vca 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in AMA 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 (his 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 50' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 1ttt rr ri iRYR. P 2015.08.27GC•ENBF , , No 74021 * 07:05:00 Wow •M•41W., 1`.I 04'00' O'... STATE OF 4 O R t O P •'N Zachary R. Priest, P.E. Si,FloridRegistration No. ;NA`, O gana ation No. ANE9641021 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 State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 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. S. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are -as follows: — - a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit— 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1. 1 ALC1S001 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 Lromfinn 11_ Fastener Fastener Ltion o ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 124nch Overhang with F-Channel 12.14 Approved Systems for 124nch Overhang with J-Channel 16F-# Approved Systems for 164nch Overhang with F-Channel 16J-# Approved Systems for 164nch Overhang with J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel 24.14 Approved Systems for 244nch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 3/8-inch head dia. nail. One (1) min. 318 x 3/84nch One (1) min. 1 3/4-inch long x 12F-1 16 inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 164nch 0.3116xmin072-Inch dia. . t40.0 24-inch o.c. o a inch head dia. trim nail spaced 36-Inch o.c. Max Three (3) min. 3/4-inch x 1/4-inch One (1) min 3A-inch x 1/4-inch One (1) min. 1 3/44nch long x 12F 2 164nch Wood crown sern staplesindiamondpattWood crown staple spaced 84nch o.c. 0.072-inch dia. x min. 1/4-inch 48 spaced 244nch o.c and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. 12F- 3 Max Masonry One (1)14 ga. 5/8-inch long T nail W One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/44nch long x 0.0724nch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. 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 2of7 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 specificallyaddressed herein. FA CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-Inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel 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 3!44nch x One (1) min. 1 3144nch long x 12J-1 Max. Wood staples in diamond long x 318-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 164nch pattern spaced-24- screw spaced 16-inch o.c. spaced 84nch o.c.. head dia. tnp nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel Inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 1!4 inch crown x One (1) min. 1.75-inch x 16F-1 Max Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced max D fing diameter finishing ail with min. 3/16- nail 3.3 12 inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 124nch o.c. One (1)18 ga 1/4 Inch crown x One (1) min. 1.75-inch x 16F-2 Max. Wood Three (3)18 ga.1l44nch crown x 1- inch leg staples in diamond pattern Wood 1-Inch leg staples spaced max 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced 164nch o.c. 4 inch o.c. and securing each inch head spaced panel lap 12-Inch o.c. Max. One (1) 3/84nchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 314-inch long x 0.072 inch dia. x min. 16F-3 164nch Wood1,25-inchWood embedment spaced 24- Wood crown staple spaced 16-inch head dia. Vim nail y5.6 inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/44nch x 1/4-inch One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/4-inch long x 0.0724nch dia. x min. 1/4- 27 16F-4 164nch Wood crown staples in diamond pattern Wood crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 244nch o.c. spaced 484nch o.c. ALC15001 FL12194-R3 Page 3 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 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. 1.754nch 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- 43.3164nchspaced84ncho.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. Three (3) 18 gaA/44nch 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. 164nch Wood inch leg staples in diamond pattern Wood 1-inch leg staples'spaced 4- inch o.c. and securing each finishing nail with min. 3/16- 543.3 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 Max. Three (3) min. 3/44nch x 1/44nch One (1) min 3/4-Inch x 1/4-inch One (1) min. 1 314-inch long x 0.072-inch dia. x 23.516J-1 16 inch Wood crown staples diamond pattern spaced 24 inch o.c Wood 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 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. PM- 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 Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/4-Inch Nominal 1x2N crown x 1-inch leg Three (3) 18 ga.1/4- Norm SYP — anchored to staples spaced 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. -1.75-inch x 24F-1 Max Wood inch crown x 1-inch leg staples in rafter with one each panel lap Wood inch crown x 1-inch 0.0724nch diameter finishing nail with min. B0/-90 12-inch diamond pattern 1) min. 2.25- inch x . ring One (1) min. 1.754nch leg staples spaced 8- inch spaced 3/16-inch head spaced spaced 16-inch o.c shank nailkailshank x 0.0724nch diameter 12-inch o.c. n finishing nail with min. 3/16-Inch head spaced 44nch o.c. One (1)18 ga.1/4-inch crown x 1-inch leg Nominal.lx2 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 a. 9 anchored to each panel la P inch crown x 1-inch 0.0724nch diameter 801 24F-2 124nch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 foofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/164nch head spaced 16-inch o.c. inch ring shank x 0.0724nch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. One (1) 18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. searing 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. 3/164nch head spaced 44nch o.c. ALC15001 FL12194-R3 5of7 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. MCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/4-Inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3)18 go.1/4- anchored to 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F4 16-inch Wood leg staples in 1) min 2 25- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern iinch x 7d ring One (1) min. 1.754nch inch o.c. and securing 3116-inch head spaced spaced 16-inch o.a shank nail x 0.072-inch diameter each panel lap 16-inch o.c. 24-inch o.c. finishing nail with min. finishing head spaced 44nch 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 164nch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.26- One (1) min. 1.754nch inch o.c. and securing 3/16-inch head spaced 164nch o.c. inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nag 24-inch o.c. finishing nail with min. 3/16-Inch head spaced 4-inch o.c. One (1)18 gal/44nch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 124nch 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 1C'mch 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 3/16-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 164nch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 6 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. WCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psQ Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment Nominal 1x2 No.2 SYP scabbed between rafter with one (1) One (I) 18 ga.1/4-Inch Nominal 1x2 min. 2.25Nnch x 7d ring shank Heilnk crown x 1-ineh leg No.2 SYP anchored to Three (3) 18 ga.1/flinch crown straight-nailedsh through9 the rafter into the end staples spaced 12-inch o.c. securing One 1 18 a ' g . Y- One (1) min. 1.75-inch 24J-1 Max rafter with one x 1-inch leg of the batten or two (2) each panel lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 360 12-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d one (1) min. leg staples spaced 3/16-Inch head spaced inch x 7d ringpattern spaced 16- Pa ring shank nails roe- x 0.072 nch diameterdiameter 8-inch o.c. 12-inch O.C. shank nail inch o.c. nailed on either side o1 finishing nail with min. 244nch o.c. the batten at each batterdrafter 3/1CrinCh head spaced intersection. Max. flinch o.c rafter spacing is 24-inch o.c. Nominal 1x2 No.2 SYP stabbed between ratters with one (1) One (1)18 ga.1/4-inch Nominal 1x2 min. 2.25-Inch x 7d rag shank nail crown x lynch leg No.2 SYP Three (3)18 straight-naUed dtrough staples spaced One (1) 18 ga. /.- One (1) min. 1.75-inch anchored to ga.1/4-inch crown the rafter Into the end 12-inch o.c securing each panel lap inch crown x 1-inch x 0.0724nch diameter 24J- 2 Max rafter with one x 1-inch leg of the batten or two (2) Wood leg staples spaced finishing nail with min. 3,53.3 16. 4nch 1) min. 2.25- staples in diamond min. 2.25-Inch x 7d One (1) min.1.754nch 8-inch o.c. and 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails too- x 0.0724nch diameter securing each panel 16 Inch O.C. shank nail inch O.C. nailed on either side of finishing nail with min. lap 241nch O.C. the batten et each batten/ ratter 31164nch head spaced Intersection. Max. 4- inch o.c rafter spacing Is 244nch o.c. ALC15001 FL12194-R3 Page 7 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 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. No. I Installation Detail Min. 2/0, head dia nail .rith min. engagan nt(`-or voai substrate; or min. 0.0971 die. T-nsll Cr *tub ne:l with min. 5!8' angagenenti!ar ca.crote oa t•l->Ck aubatra-V) . apace! as actud sboee. ASCIA SLIP BOARD ASCIA TRIM 12F-1 & I I I II \—.'F CHOANNI EL OVERHANG WIDTH VARIES) 12F-3 W=d Concrata or Flock. w FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. L—PAINTED 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 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. IleCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE DEN Iv ER 3/4- x 1/4' ' DIAMOND PATTERN DETAILCROWNSTAPLES L• WT 1USINGADMOND1 ------ :rrrLEs PATTERN FACLA BOARD Ez FASCIA CAP 12F-2 3/4- x 1/4- CROWN FACIA BOARD ate I-3/4 TTRIM NML STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' —FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4" x I/* - DOWN CROWN STAPLE SOS_ mast. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL 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. 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 SOFFIT STAPLE L WV KrKINr iDIAMOND PATTERN FACIA BOARD DETAIL 1 tTAKCS / ASCIA CAP \` --_ ,', u 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. scre.' ed to-ao:tit PAINTED S.S. 48 wickone4`8 x 1! 2" x 3!8' besd O.C. diameter . crew, 16" C.C. SOFM— IMaX. 12-1.^.ch span SOFFIT WOOD OR BLOCK SUBSTRATE FACIA BOARD FASCIA CAP 3/ 4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-113 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G203. 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 J• TRIM NAIL FASCIA BOARD PALYTEJ SS I FASCIA CAP SOfni ra- CROMM STAPLE OPEN RAFTER FASCIA BOARD 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL f' IHANMEL SOFFIT; MAX. IS' SPAY MASONRI SUBSTRATE I ALCIS001 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. Installation Detail Win. 3/S" head dia. aail with min. lit' sn,3asmonr(for tinod sub3tr.,t4l or min. 0.097" dia. T-nail or stu., rail witb min. 5/3" engagsmant(cor conctace or block eubstrats), spaced as noted abova. FASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) 16F- 3 F" CHANNEL Woad, wncrate or Block Wnll STAPLE SOFFIT TO FASCIA BOARD #T50 3/ 8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS. INC Soffits Appendix B ALC15001 FL12194-113 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN Ix D ETAI LCROWNSTAPLES1 CRO USING A DIAMOND -- „ PATTERN FACU BOARD FASCIA CAP 16F4 SK X t/4" CROWN FACIA BOARD 1-3/4' TRIM NAIL8" StAp ON CENTERSTAPLE 1-3/4" TRIM NAIL PAINTED S.S. F CHANNEL CAN BE PLANTED S.S. 48' FASCIA CAP INSTALLED WITH THE D.C. NAIUNG FLANGE UP OR3/4" X 1/4" DOWN CROWN STAPLE SOFFIT-^• 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALCIS001 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 t' TRIM NAIL FASCIA BOARD PAINTfU S.S. FASCIA CAP SOFFIT-, r¢ CROWN STAPLE OPEN RAPIER FASCIA BOARD 1"q CROWN STAPLES SOFFIT & FASCIA USDIC A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 1617-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT 1 FASOA DETAIL 8. NANnfI SOFFIT; MAX tt'_L— SPAR x SUPSIRiTETE \ 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. MCREEK TECHNICAL SERVICES. LLC System No. I Installation Detail 16J-1 3/4- X 1/4- CROWNN STAPLE -24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4- TRIM' NAIL PAINTED S.S. 48- O.C. SOFFIT -tax. 16-inch span ALUMINUM COILS, INC Soffits Appendix B N,Kr.M 7 SOFFIT STAPLE r [ Ncrom/ DIAMOND PATTERN FACIA BOARD DETAIL cs 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 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 11, TRW NAR FASCIA BOARD PAINTED S.S. 1'e CROWN FASCIA CAP STAPLES US.rG A DIAMOND SOfFit PATTERN; REFER TO rk=' LQOWH STAPLE SOFFIT STAPLE DIAMOND PATTERN DETA% — I 1 t' TRW NAIL PAWiEO S.S. FASCIA BOARD SOFFIT b FASCIA 24F-1 & i I t DETAIL 24F4 rq' CROWN STAPLE FASCIA [A; REFER TO SOFFIT L FASCIA DEFAIL Nfters th SrI I 318 Barren Arrtnereo Is SOFFIT; MAX 2L- F•[MAUNtt a.rlen ern oe. Ta Rho Sbank Nai at try Railer / WOOD SUBSTRATE \ / I 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 1W MAIL FASCIA 90ARD I PAINTED S.S. SMOOTH SHAM I i FASCIA CAP ROOF NAILS SOFFIT CROWN STAPLE 1 t' TRL1 NAL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 i r-r CROMN STAPLE FASCIA CAP. REFER TO SOFFIT L FAStu DEIAR Nominal 1'ar VP Battto Andloree to SOFFIT. MAX. 21L' F-CIUNyEL Rafters rd4 am M Ring SAmh Had at nery Ratter MOOD SUBStRAIt ALC15001 F112194-113 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 e 1RO1 NAIL I FASCIA BOARD PANTED S.S. I ItGA I' 1.11AILS I } it FASCIA CAP SOFFIT 1-4- CROWR STAPLE 1 I I' Ift% NAIL FASCIA BOARD PAWED S.S. SOFFIT b FASCIA DETAIL 2417-3 & t 2417-6 I CROWN STAPLE FASCIA CAPI REFER 10 SOFFIT t FASCIA I DETAIL Neahat Par SYP Batten AnrhoreO to SOFFIT. MAX. 24' F•CNARtIEL Ratters rilh art 10 Ring Shank start at teety Raster 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' TRIN NAIL ' FASCIA BOARD PAINTED SS. 1'ar' CROWN FASCIA CAP STAPLES SOFRi- 1USCNGADIAMOND PATTERN. REFER TO CANTILEVEREO rq- CROWN STAPLE SOFFIT STAPLE RAFTER OIAY.ONO PATTERN OCTAL FASCIA BOARD SOFFIT & FASCIA 1 ifilm WA DETAIL PAINTED S.S. 24J-1 & ref' CROWN STAPLE FASCIA RUIR24J.2 10TSOFFIT L FASCIA MAIL eama,a: ,- a r sra cameos seaMW babnen as-ep aft* SOFFIT. MAX. li' I 3/8 J-CNANNEL aecurc : ctm one (t) IO,ing Anant ,3d oamOm naleb NtalCll Cae aa„ee Yoe tIM CaK WOOD SUBSTRATE , NNe Waftknme alQITo \ / amy st,anlc naeaaa0ae an enheu foe at the DWbn a: uae ca; teau,AtYar m,eraaKlbn \ / SOFFIT STAPLE DIAMOND PATTERN ALCIS001 FL12194-R3 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES. LLC Appendix C DESIGN WIND LOADS 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, 11, 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,dt 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 Root Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALCIS001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind, Pressures for Soffits in Exposure S Building Type Zone Mean Roof Hei ht ft Basic Wind S eed inph) 120 130 . 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 1 23.3 26.3 29.5 32.9 36.4 ALC15001 FL12194-R3 Page 2 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits• in Ez osure C Building Type Zone Mean Roof Height ft Basic Wind Speed m h . 120 130• 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32A 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 1 16.0 1 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 1 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 1 27.2 1 31.0 35.0 39.2 1 43.7 1 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Oesi n'W,ind Pressures for Sofas in Exposure D Building Type Zone Mean Roof Hei tit ft 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 1 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 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 1 -87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 1 45.4 50.6 56.1 Positive Loads) 5 20 16.7 1 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 1 19.6 23.0 26.7 30.6 34.8 39.3 44.1 1 49.1 54A 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attnbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 318" J-Channel 3/8" 3/4" r 1/8- HEM 15/8- T 1 3/ l6- 1 3/8, ISOMETRIC VIEW 3/F PROFILE ISOMETRIC VIEW 3/P PROFRf 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 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 S 3/4"' 7/81, 1 1/8" HEM T 6"FASCIA 7` BLANK 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 0.125 TYR 18* BLANK 3 / 8 PROFILE 2.625 PU. 50 1W. DIDDDDD DDDDD-- DODDDD 00000 D D 0 D 0 0 000D0 Wnf 'QUWR PAnT*N !iL b Sr r1 LOWERS f09M N SWE COEMON AS RIBS) 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 TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 31/8" 7/8" 31/8' 7/8' 31/8" 5/16' 1/2' 1/2' 1/2" 3/4' 13.75" BLANK 3/8" PROFILE 2.625 REF. 2S TYP. O DDDDD DDDDD, DDDOOD DOOOD OOOODD DOOOD MOE I MIM PAWRN (FW I < y n EDwER6 FORMED IN &WE DmEcnoN ws mm) END OF REPORT ALClSO01 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall noliy 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.alumlnumcollsinc.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 Construction Materials Technologies (fST5878) 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. Feld 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 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. ru ` CREEK ALUMINUM COILS, INC Soffits4TECHNICALSERVICES, LLC PRODUCT DESCRIPTION 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 in2llin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. is- Ml WIQ IO:1LNIf8J 1Q s' E, 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,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 0 for dimension drawings. ALCIS001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5'" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. J`,`P YttR l P i,,, 2015.08.27 No 74021 07:05:00 0 STATE OF '•tU ` /' f00f TT A O R % O P' N. Zachary R. Priest, P.E. NA 1 C`` Organization Florida eNo. 1ANE9641 onNo. 21 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 FL12194-113 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 6tG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout tho 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. li"Mao 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 Locationion Location b. 12" T4 Soffit— 44nch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location ALC16001 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" 04 Soffit — 8-inch o.c. Fastener Loratinn 11- Fastener Fastener Location 1 ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J Approved Systems for 124nch OveMang with J-Channel 16F-4 Approved Systems for 164nch Overhang with F-Channel 16J-# Approved Systems for 164nch Overhang with J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel 24.14 1 Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0.072-inch dia. x min. 3/16- 40.0 24-inch o.c. O.C. inch head dia. trim nail spaced 36-inch o.c. Max Three (3) min. 3/4-inch x 1/4-Inch One (1) min 3/44nch x 1/44nch One (1) min. 1 3/44nch long x 12F 2 16 Wood crown staples in diamond pattern Wood crown staple spaced 84nch o.c. 0.072-inch dia. x min. 1/4-inch 48 rnch spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. 12F-3 Max. Masonry One (1) 14 ga. 5/8-Inch long T Hall Wood One (1) min 3/4-Inch x 1/4-inch One (1) min. 1 3/4-inch long x0.072-inch dia. x min. 1/44nch 48 164nch spaced 8-inch o.c. crown staple spaced 84nch 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 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 Cohnection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-Inch long x 3/8-inch head diameter One (1) min 3/4-inch x One (1) min. 1 3/44nch long x 0.072-inch dia. x min. 1/4-inch 48 12J-1 16-inch Wood staples in diamond pattem spaced 24- screw spaced 16-lnch o.c. WOOd h crown staple1/4-inch spaced 8-inch o.c . s 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 Wail Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga. 1/44nch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-1 Max. Masonry One (1)14 ga. 5/84nch long T nail wood 1-inch leg staples spaced max. finishing nail with min. 3/16- 253.3 12-inch spaced max B inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. Three (3)18 ga.1/44nch crown x 1- One (1) 18 ga. 1/4-Inch crown x One (1) min. 1.75-inch x 0072-inch diameter 16F-2 Max.. 12-inch Wood inch leg staples in diamond pattern Wood 1-Inch leg staples spaced max. 4 Inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 164nch o.c. panel lap inch head spaced 12-inch o.c. Max' One (1) 3/84nchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. h16F-3 164nc Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 225.6 inch o.c. o c spaced 36-inch o.c. Max' Three (3) min. 3/4-inch x 1/4 inch 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 16F 4 16-inch Wood crown staples in diamond patterndiamond Wood crown staple spaced 8-inch o.c. crown inch head dia. trip nail 36.1 spaced inch o.c spaced 484nch o.c. ALC15001 FL12194-R3 Page 3 of 7 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 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. 114-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- 243.3 16-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. 16 inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- inch o.c. and securing each finishing nail with min. 3/16- 243.3 spaced 16-inch o.c. panel lap inch head spaced 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 1/4-inch long x 0.072-inch dia. x 23.5 164nch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 114-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 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 SERv10ES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 24F-1 Max Wood inch crown x 1-inch leg staples in rafter with one each panel lap Wood inch crown x 14nch 0.072-inch diameter finishing nail with min. 801-90 12 inch diamond pattern min. 2.25- One (1) min. 1.75-inch leg spaced 8- 3/16-inch head spaced spaced 16-inch o.c. Ininch x 7d ring shank nail x 0.072-inch diameter inch O.C. staples 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 44nch o.c. One (1)18 ga.1/4-Inch crown x 14nch 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 Max inch x 11 ga. anchored to each panel lap Inch crown x 14nch 0.072-inch diameter 80/ 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. 1.754nch inch o.c. 31164nch head spaced 164nch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 12-Inch o.c. securing One (1) 18ga. 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 84nch 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 244nch o.c. finishing nail with min. 3116-inch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 5 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. A CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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 124nch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max inch crown x 14nch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-4 164nch Wood leg staples in 1) min 2.25- Wood leg staples spaced 8- finishing nail with min. 801.60 diamond pattern iinch x 7d ring One (1) min. 1.754nch inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.0724nch diameter each panel lap 16-inch o.c. 24-inch o.0 finishing nail with min. 3116-inch head spaced 4-inch o.c. One (1)18 ga.1/4-inch crown x 14nch 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. 1.75-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 164nch 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. 1.754nch inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank x 0.0724nch 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 go.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 24F- 6 16 inch 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. 1.754nch inch o.c. and securing 3/16-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 164nch o.c. nail 24-inch o.c. finishing nail with min. 3/ 164nch head spaced 4- inch o.c. ALC15001 FL12194-R3 Page 6 of 7 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 ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP J-Channel Fascia Cap No. Width pso Batten Attachment Batten Panel Attachment Substrate Panel Attachment Attachment Nominal 1x2 No.2 SYP scabbed between ratters with one (1) One 0 )18 go.1/44nch Nominal 1x2 min. 2.254nch x 7d ring shank nail clown x 1-inch leg No.2 SYP Three (3)18 strs; ht-nailed throughrafter staples spaced 12,n ap One (1) 18 ga. '%_ One (1) min. 1.75-inch Max anchored to rafter with one ga.1/4-inch crown x 1-inch leg the Into the end of the often or two (2) c pa eleachpanel lap Wood inch crown x 1-inch x 0.072 inch diameter finishing nail with min. 360 24J-1 12-inch 1) min. 2.25- staples in diamond min. 2.25-incit A7d one min. leg staples spaced 3116-inch head spatted inch x 7d ring pattern spaced 16- ring shank nails too- 72 diameterxo.o72;nch diameter inch o c 124nch o.c. shank nail inch o.c. nailed on either side of finishing nail with min. 24-inch O.t the batten at each Dattenirafter 3/164nch head spaced intersection. Max. 4-inch o.c. rafter spacing Is 244nch o.c. Nominal 1x2 No.2 SYP sobbed 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 anchored to Three (3)18 crown straight -nailed through into the staples spacedp 12-inch o.c. securing One 1 1 B a. %.- ginchcrownx1-inch One (1) min. 1.754nch Max rafter with one ga.1/4-inch x 1-inch leg the rafter end of the batten or two (2) each panel lap Wood I staples acedlegPp x 0.072-inch diameter finishing nail with min. 53.324J2 16-inch 1) min. 2.25- staples in diamond min. 2264nch x 7d One (1) min. 1.754neh flinch 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 16 Inch o.c. shank nail inch o.c. nailed on either side ofna finishing nail with min. lap 24-inch o.e. tten etthebatten eachbatttenraer31164neh head spaced intersection. Max. 44nth °'°' rafter spacing is 244nch o.c. ALC15001 FL12194-R3 Page 7 of 7 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 ALUMINUM COILS, INC soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Hin. 2/V head dia. nail with min. en3a9ameac('or wocd aubccracei or oin. 0.097- dia. T-neii or scut nail h ongegamanc(for z,.n rate or klxk eubl tratu). apa:od as notad axle. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F 1 & 12F-3 F" CHANNEL Wood, Concrote or Block. Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE lar 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page t 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 SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4' ; DIAMOND PATTERN L-1,DETAILtt ! CROWN STAPLES , r USING A DIAMOND —+ rW VMIPATTERN FACIA BOARD FASCIA CAP 12F- 2 FACIA BOARD 8. 1 3/ 4' X 1/4' CROWNJS.S. STAPLEONCENTER1- 3/4' TRIM NAIL P F' CMANNEL CAN BE PAINTED S.S. 48• FASCIA CAP INSTALLEDWITHTHEO.C. NAIUNG FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT - ma-• 12- »ch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL A. LClSO01 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 USINC A DIAMOND PATTERN J—GruwNel 1-3/4' TRIM NAIL one sc'r won to so: g8 tit PAINTED S.S. 48' with tli a 1!2O.C. diameter screw, 16, C.C. WOOD OR BLOCK SUBSTRATE SOFFIT — max. 12-inch span ALUMINUM COILS, INC Softlis Appendix B n` SOFFIT STAPLE I ' ' DIAMOND PATTERN 1DETAIL IIIFACIA BOARD ASCU CAP 3/ 4- X 1/4- CROWN 1- 3/4' TRIM NAIL FACIA BOARD STAPLE ' 8' ON CENTER PAINTED S.S. FASCIA CAP 3/ 4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15DO1 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. OCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC soffits Appendix H System No. Installation Detail f f' IT NA/FASCIA ROM PAINTEDS.S. r FASCIA CAP i sufrt Yql- CROWN STAPLE OPER RAFTER FASCIA BOARD IT6f9rTact - 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL fASCFA CAP; REFER TO SOFFIT 1 FASCIA DETAIL. f- CHANNEL SOFFIT; IIAX. 16' SPAN NASOBRY SUBSTRATE ALC15001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A CREEK TECHNICAL SERVICES, LLC 16F-3 No. I Installation Detail Min. 3/S1 head dia. nail wi_h min. l!:" snga]ement(for w.c3 aubztrate) ^..r min. 0.057" Aia. T-nail or stub rail with min. 5%3" encagemenL(fcr cgnc-ace or block a*-Ab3trate) . sgacod as rota] abovo. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL Wood, concrete or Block troll FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" 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 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 LV KTVtO SOFFIT STAPLEI' DIAMOND OPEN RAFTER ; n} PATTERN 3/4• x 1/4• JCROWNSTAPLESI_VVIDETAILUSINGADIAMOND \ KTVM/ STAPLES / PATTERN FACIA BOARD i FASCIA CAP 16F-4 3/4' X 1/4- CROWN FACIA BOARD 1-3/4' TRIM NAIL 8' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. 7 7- CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLED WITH THE O.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT -max. 26-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALClSO01 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t TRIM NAIL —FASCIA BOARD PAINTED S.S. FASCIA CAP SOFfItI r4• CRowN StAPLE OPEN RAFTER FASCIA BOARD I'II(• CROWN STAPLES SOFFIT & FASCIA USK A DIAMOND PATTERA: REFER TO DETAIL 16F-2 SOFRT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIACAP: REFER TO SOFFIT t FASCIA f' CNAKxFL DETAIL 6- 3/B i SOFFIT: MAX. IV SPAN I MOOD 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 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 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 NAIL PAINTED S.S. 48' O.C. SOFFIT -max. 16-inch s--an ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE i : T f 1t DIAMOND PATTERN 1 DETAIL FACIA BOARD '1 M rcivca STMI.CS 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 SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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 I I- TRn NAIL FASCIA BOARD PAINTED S.S. ! STAPLE USING A DIAMOND i FASCIA CAP SOifl' PATTERN: REFER TO rs (.4owN SIAPLE SOFFIT S1AKE OIAMOsO PATTERN OEIAO. iI I I f' TRIM NAtt PAINTED S.S. FASCIA BOARD SOFFIT & FASCIA DETAIL 24F-1 & 1 1 204 rd- CROWN STAPLE — FASCIA [AP; REFER TO SOFFIT B FASCIA \ CIE IAIL / e No¢mal Yar SrP F-[NANlh1. 3/B Batlen Antrared le SOME: MAX EL' a LRlrqSOaakNaatat1114 HOOD SUBSTRATE every Ralrer f SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f- TRIM NAIL FASEIA BOARD PAINTED SS. S.900TN Sr1AXIK j f FASCIA CAP ROOF NAILS SOfflt ! I'a' CROWN SIA LE 1 1 ' TAN MAR, fASLU 80 ARD PAIMTEO S.S. I SOFFIT' & FASCIA 24F-2 & DETAIL 24F-5 r.r CROWN SIAeLE FASCIA CAP. RVER 70 SOFFIT & FASEIA WAR. NoWmal I'R2' SYP Rarten Lhorea to SOFFIT; MAX. il' i•C1IANNEL Ratten ..to oft t0 Ring Sham NAB At eve? Ratter WOOD SUBSTRAT[ ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this repon 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 {' IRIM NAIL FASCIA BOARD PAINTED S.S. 9,1IN.GA T•NAILS FASCIA CAP SOFFIT 1-4- CROWN STAPLE I 1 I' TRW NAIL FASCIA WARD PAINTED S.S. 111 SOFFIT & FASCIA 2417-3 & DETAIL 24F-6 re;' CROWN STAPLE FASCIA CAP; REFER i0 SOFFIT t FASCu DETAIL Nas" 1't2' STP F•CNANNEL Batten Anthreo to SOFFIT; max. 2L' Ratters -Itg erm Td Rory Shak Nag 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 1 }- TRIM NAIL FASCIA BOARD PAarrzD SS. 1-.q' EROMN FASCIA (AP STAPLES SOFfIT USCTG A DIMOND STAPLES PAIIERN: REFER TO CA01LEVEREO rrt CROWN STAPLE SOFIIi STAPLE RAFTER 0I0.0110 PATTERN OR At FASCIA BOARD SOFFIT 3 FASCIA I } TRIM MAIL DETAILPAOITEDSS 24.1'1 & 1.4. CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFM t FASCIA oETUL / \ NOMMIl t t• r 2. SYP oanwo ukboea oerxen ) TOratemamSOFFIT: TAX. ft- I ' I —S3/8 A1-(XANFEL wxvrtx a9p 1toneio /N1g I I ' Mootamsua:clnadrn Y> t'argn the Hoer Inc ice ene / MOOD SUBSTRATE of UM paten or two (t} 7d \ — ang slum cock tee-nacec on Ott lido of a* DAUM O the bat wafter Mersetlion \ / SOFFIT. STAPLE DIAMOND PATTERN ALClS001 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. UM 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 wallsisoffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-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„ n 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. ILIMCREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Roof Height ,ft Basic Wind Speed mph) 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 1 -26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 1 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 1 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 1 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 1 17.8 20.5 1 23.3 26.3 29.5 32.9 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. 4 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind' Pressures for Soffits in Exposure C Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 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 75.5Negative 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 1 -62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4Positive loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 1 26.3 29.9 33.7 37.8 1 42.1 46.7 60 17.4 20.5 23.7 1 27.2 31.0 35.0 39.2 1 43.7 48.4 ALC15001 FL12194-R3 Page 3 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. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C Desi n'Wind Pressures for Soffits in. Exposure D Building Type Zone Mean Roof He'i ht ft Basic Wind Speed m h 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 1 -81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 1 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 1 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54A 60 20.2 23.7 27.5 1 31.6 35.9 40.5 45.4 1 50.6 56.1 ALC15001 FL12194R3 4of4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" J-Channel r 1/8' HEM 3/ l4' 1 ISOMETRIC VIES Tr PROFLE ISOMETW VIEW 9/r PROME 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 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. im CREED TECHNICAL SERVICES, LLC Fascia 5 3/4" 1 1/8" HEM T 6"FASCIA 7" BLANK 1/4" ISO?iETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-113 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. 0-"CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 1 B' BLANK 3 / 8 PROFILE 2.625 RCF. 50 11P. 25 'h?. 06126 T P. D ODDDD DODoo OOD0D0 DDDDD DDODDO DOODO MN ' OLW-R P TIM frm t U`u t1 LOt -M MINED 94 SwE aRECDON AS RIBS) 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 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 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" S/16" \ 1/2" 1/2' 3/8" 13.3S" BLANK 3/8" PROFILE 2.625 REr. 0.125 TYT. I I 0 D 0 0 D 0 0000a D00000 D.DDOD a DODDDD DDDDD MDC thM1 Vfl1Ar fnny n LOwua rDANED M SwE CIUMN AS MRS' END OF REPORT ALCIS001 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 1 •_.__..__ -_ a ..r L^ i:14` f'(7: ' • . • 'G•AY il7l 1'-" BCIS Home Log In I User Registration Hot Topics Submit Surcharge I Slats 8 Facts Publications FBC Stall i BCIS Site Map Links I Search i florirk Product Approval j ji USER: Public User Product Approval Menu > ProdVR or Appllntion Search > Aonliatlon Lirt > Application Detail GC sviJ9 0, v4-,13 FL # FLS444-RlO I C" r , i Application Type Revision I' • ' Code Version 2014 j Application Status Approved Comments Archived droduct Manufacturer CertainTeed Corporation -Roofing sAddress/Phone/Email L8 Moores Road i Malvern, PA 193SS 1 _ •. .:..:.;„ r 610) 651-5847 mark.d.harner@saint-gobaln.com i '. • •. Authorized Signature Mark Harrier mark.d.harner@salnt-gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 1935S 610) 651-5847 Mark.D.Harner@saint-gobain.com 4. Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Asphalt Shingles 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 Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL5444 RLO COI 2016 OL COI Nleminen.odf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Equivalence of Product Standards Certified By I.'.'• F Sections from the Code hVsJtwww.floridabuilding.org/pr/pr app dU.aspx'?param=wGEVXQwtDgtahlgO7CSsoycOri28CcpCJinUeXw7ibKviUzOW4hL8wp/o3d`/o3d Year 2009 2009 2008 1/2 4128/2017 Florida Building Code Online Product Approval Method j Method 1 Option 0 Date Submitted 12/08/2016 Date Validated 12/14/2016 Date Pending FBC Approval 12/15/2016 Date Approved 02/07/2017 Summary tit Products FL It Model, Number or Name DescNptlon 5444.1 CertalnTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use I Installation Instructions Approved for use in HVHZ: No FLS444 Rl0 II 2016 12 FINAL ER CERTAINTEED Asphalt Shinale FLS444-1110.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-S9166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section, 5 for Umits of Use Evaluation Reports FL5444 RIO AE 2016 l2 FINAL ER CERTAINTEED Asphalt Shingle FLS444-RIO.odf Created by Independent Third Party: Yes Contaa (is :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: SSO-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibllhr Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 4SS.27S(I), 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 wNch can be made available to the pudic. To determine If you are a licensee under Chapter 4S5, F.S., please click here . I Product Approva l Accepts: go ®a M Credit Card Safe h 9 A f https:/Iwww.goridabuilcing.org/pr/Pr_app dU.aspx?param=wGEVXOw(DgtahlgO7CSsoycOr[28CcpCJinUeXwTiibKvlUzOW4hL8wa/o3da/gad 212 EXTERIOR RESEARCH & DESIGN, I.I.C. Certgicate ojAuthoriration /l9S03 ERD 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3S32.09.OS-Rll FLS444-R10 Date of Issuance: 09/22/200S 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. WEIING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R90S.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 Cade Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity)ERD 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 l TRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 The facsimile seal appearing was autharited by Robert Nlenlnen. P.E. on 12/Og/2016 This does not serve as an etectroNcagy sgned document. Signed, sealed hardcoples have been transmitted to the Product Approval AdmlNstratcr and to the named cleat CERTIFICATION OF INDEPENDENCE: 1. TrinitylERO 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 TrinitylERO nor Robert Nleminen, 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. JTRINITY1ERD 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 Sth 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. 2. STANDARDS: Section Pro a Standard Year 1507.2.S, 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 3. REFERENCES: iRfi!1 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 OS/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 17401 ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM 03161 04CA32986 12/03/2004 UL (TST 1740) ASTM 03161 OSNK07049 04/15/200S UL (TST 1740) ASTM D3161 OSNK16778 05/12/200S UL (TST 1740) ASTM 03161 OSCA16778 05/12/2005 UL (TST 1740) ASTM 03161 OSNK14836 OS/22/2005 UL (TST 1740) ASTM 03161 OSNK22800 06/22/2005 UL (TST 1740) ASTM 03462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM 03161 & 03462 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, 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 UL LLC (TST 9628) ASTM D3161 & 03462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM 03161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM 03161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM 03161, D3462 & 07158 47873803S6 10/26/2016 UL LLC (TST 9628) ASTM 03462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 47873803S7 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787390357 11/09/2016 UL LLC (QUA 962S) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Oesign,LLC. Evaluation Report3532.09.OS-RII Certi tote OfAutharltat/on09503 F8C NON-HVHZ EVALUATION FL5444-RIO Revision It: 12/08/2016 Page 2 of 12 1 TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 2S, )M" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia", Belmont'", Carriage House Shangle°, Grand Manor Shangle•, Landmark", Landmark'" IR, Landmark'" Pro, Landmark' Premium, Landmark'" TL, Landmark'" Solaris and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake' IR, Presidential Shake TL'" and Presidential Solaris' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge', Cedar Crest', Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 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 HVH2 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 FSC Tables 1507.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8, Class H, Indicating the shingles are acceptable for us in all wind zones up to V„a = 150 mph (V,,,, = 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 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„a = 150 mph (VI, = 194 mph). 5.4.3 Classification by ASTM 07158 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 D71S8 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Salads') exceeds the calculated uplift force (FT) at a maximum design wind speed of V„a = ISO mph (V„n = 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 614320-3. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.OS-RII Cerd/lCoteOfAuthortration #9503 f8C NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 TRINITY f ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1S07.2 / 1190S.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, 1S07.2.4 or R90S.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published Instructions, using minimum four (4) nails per shingle in accordance with FBC 1SO7.2.7 or Section R90S.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC iS07.2.6 or R90S.2.S. 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", XTr" 25, XT— 30, XT'" 30 IR: Law AND STANDARD SLOPE STEEP SLOPE ENGLISH 12'': 12" 12" 305 mm) (305 mm) (305 mm) V (25 mm) Sealant t (25 mm) 5 s/t•' (145 mm) 5 r/?' P6nNon ad i METRIC 13IN1 _ 131/0" - 131/a" - 1 •• (2S mm) lantSealant I" (25 mm) 6 tie" Figure 11.3: Usefournalkforraeryfaflsbingfa Use four nails and six spots of asphalt roofing cement* for every foil shingle (Pigaro 11-4). Asphalt roofing cement meettng ASTM 04586 Type It is suggested. Ro1i1.12C.M.-'1 Apply 1" (25 non)-SPuls of asphalt rooting cement under each lab coiner. Figunt 114- Um four nails andsir spola ofaspW1 cuumI on sleep skpac Avri0Y: Excessive use of roofing cement can cause shingles to blister. 6. 4.1 Hip & Ridee for CT20TM XTTM 25, XT'" 30, XT'" 30 IR: Cut Shingles 11" - i F+ 2 (50nm) geniawo- 25 ttrn) 1' 1I t, 1i tl 1t j1 Cap Cap Cap 305 mm) Shingle Shingle Shingle 1 Figure 11.24: 0a labr, flan hint back to amAs cap shin& VIT11sb dintetulons sboem). 5— r12" (306 mn)—` eon 125mm) Figure Il•25.. inciallamon ofcaps along de Lips and ringer. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "SonolasticO NP1'"" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Certificate of Authortlation a9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-Rll FL5444- R 10 Revision 11: 12/08/2016 Page 4 of 12 6.S 6.S.1 TRINITY I ERD ARCAOIA"": I LOW AND STANDARD SLOPE STEEP SLOPE Use SIX mills in( every fall shingle Ine:ned as shent•o below. Use Sit Hails and FOUR spots of asphalt mofing cement for teen (till sldugle as shown helow. Aliply :uplaala mnfing cemeu 1'(2i nam) fmm edge of shingle. Asphalt mofioF cement meeting ASIAl 0 a686 1Lpo II is suy catcd. I'tw R.m) I:rl lM" Hill 14td L6u — I'Rs mml fta uml— Figure i!: 6:tc six moils f,r et•urr fiddshiegle. Ft-, mr.j. I io sir unils oad f,ur s1mrs of asphidt roe li q ccnreaf all verp slopos. Hia & Ridee for Arcadia'": Cedar Crest'", Cedar Crest' IR Use two (2), minimum 13:-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 03161, Class F performance use BASF "Sonolastic• NP3'" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R11 Certificate Of Authorization 09$03 FBC NON-H VHZ EVALUATION FLS444-R 10 Revision 11: 12/08/2016 Page S of 12 TRINITY ERD 6.6 BELMONT'"': Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing i cement 1" (25mm) from edge of shingle. 11 tr 1335Mn) f See below. Asphalt roofing cement meeting ASTM D4586 Tvoe II is suaaested. s0 (I0mm1 1220MM) oAddbondrod?aw rel f S+8't181M111) 1' (25 ron} ka iig rearm 6.6.1 Hip & Ridge for Belmont'": 6.6.1.1 Option 1: Refer toIinstructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle® Ridge Figure 17.18. V1jang1e* Ridge. I 18, Exposure Remove tape from the right side and fastent i 8• SECOND Fasten the " left side 85 gy RIGHT FIRST ? LEFT rigare 17-19: ins1a11ation of S6angle® Rldge 30191es on U1ps and rldLw. 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. dW 220 nad Exterior Research and Oesign,LLC. Evaluation Report3532.09.0S•RIl Cent cote o1 Authorization N9903 FSC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 ff • 1/ , TRINITY I ERD I CARRIAGE HOUSE SHANGLEm AND GRANO MANOR SHANGLE": I LOW AND STANDARD SLOPE Care five nails (or every full Sltanptle. 25 min) I PS aan) F- sm, 9 IB 16 tutn) (22.0 nun) I.7girm 17- is flw fliv calk far evrrpldl (7rand:I1auor Shaugh5 Grvringrr !Muse 56augle. ru• P.enlennlu! Slrrle. STEEP SLOPE Ilse so wer nails tual thrce spurs of asphalt roofing centean for every fill Grind Namur Amogle. tlx - rove *nails and Ifirce spots atf aspltdll roat0ng cation for every (till Carriage 11ause Shangle and CentenoLal Slatc. Apply asphah ntnfing atsuem 1' (25 awn) from edge: of .hiugle Nlgnn• /7.S). Asphalt r(xt0ng centem mcenng Ab'1'3l 045..8611pe It Is suggested. mm) 17gure /7-5. Wben iuttrdllag G'nurd 34tartrSbangles on steep hse saven untlx dud thaw x/rfftx ofarphrll mrJlog matent. Hip & Ridge for Carriaee House Shanele° and Grand Manor Shanele: Refer to instructions herein for Shangleo Ridge hip and ridge shingles LANDMARK`"', LANDMARK`"' Ill, LANDMARK''" PRO, LANDMARK"" PREMIUM, LANDMARKi- TL; LANDMARK`" SOLARIS, LANDMARK"" SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 1T' 143/4" Q- 1--(305 mm}- --(375 mm)-- --(305 mm)-- AYI 'GEYfii• •%ll'N.:Y i!•nRi:: 1)•t1:.••: A11;.•. re 25 mna) Rclrat+e Tape 1" (25 mm)--I I'7!', _ Ndilablo Am LANDMARK TL NorthGate: 13'k" 13- 131/2" 3/3mnt)--(330mm)---(3131nm)--1 1" (25 mm) A&Ift,1.14. Gaf four 10dr for two) - fill sb1irgle. mr, tiosm A'W" 17 ie3JI' •2' I+ (305 fm) 375 nun) 305 mm) - r (25 mm) Na leg Lruts nation 25 metes Rabhtg areas for low arid tlandard ak m (farm 2:12 to 21-121 Hal Duty aen upper R Irea; in" ax L"rnn 61M. Exterior Research and Design, U.C. Certificate of Authorlmtlon #9S03 f8C NON-HVH2 EVALUATION Evaluation Report 3S32.09.05-1111 FLS444-R10 Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Use six nails and four spots of :tsphall roofing cement for every (till landmued s(dngle Sm below. Asplr:lt roofing cement should uteel A5TM 04586 llrpe If. Apply I- spots of asphatll roofing cement uncle etch cornet and :u afoul 12' to 13" in front each edge. METRIC DIMENSIONS 12,1— 305 mm) I"(25 rum) Nail Atea _ . 1 For Sleep 25min) {---- 14/•t" 12"— 315 mm) (305 mm) vxava:rr.:_••..:ruvta:awrs: x + r iw I (25 mm)- Cement I. TRINITY I ERD LANDMARK Tl 131/2" 343 mm) 13" 330 m43m) 131/2 t— 3 mm) 1125 mm) 1125 mm)—J Figure 13•5: Uso six nails and fo- spots of I" asp/xrlt roofing cement on steep slopes NorthGate: STEEP 12' 14-UP 12' SLOPE 1 -(305 mm)--1— (375 mmj-- - -(305 mm}— NAILING Nadin imilsARE,A+I - 1' 25 mm tletwetitit. wer 1"(25 mm)--- + I \ it ----- Nailing areas for steep slopes (greater than 21:12) and "Stomt-Nalling" Nail between lower 2 nail Ones as Shmn above. 6.8.1 Hip & Ridge for Landmark'" Landmark'" IR Landmark'" Pro Landmark'" Premium, Landmark'" TL. Landmark'" Solaria, landmark"A Solaris IR. NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 1T 305mm) — 415/I( 250m) 6—} j- 415/l6 050mm) t (150mm) ( 125mm) I (125mm) I Notch for Notch for Centering Centering 12 131/4' i 305mm) Nolches(or Algnment ( 331mm) Notches forMignmetdto 15fg Lthe Top Edge of the Previous (180mm) the TopsEdge of the Previous (196mm) Cap for S' (125mm) fxposure — Cap fcrS X(141mm) &posum English Dimension Metric Olmenslon Shadow Ridge'" Shadow Ridge'" Exterior Research and Design, LLC. Evaluation Report 3532.09.0S-R11 Certi leate of Authorhatlon #9S03 FBC NON-HVH2 EVALUATION FLS444•R10 Revision It:12/08/2016 Page 8 of 12 6.8.1.2 6.8.1.3 9 27.0 2S0 ncul 4 M/16' 02: net} e Certmi., tF:tch 13 337 lid' mm) Align ih:se T natdles is top T S/6' ctlgc nl 104 mn) plcrilxil pins NorthGate Ridge z1 TRINITY JERD 13 1t8" 4—•--(333 mm)— 6 SIB'-01-8 5/8'-I IfiBmm)II I6Bmm I Centeringw131/4' No' 337 mm) Align lhoso notches to top 7 5/8' 194 film) previous edge ul course. t' NorthGate Accessory m W., La1MgNotch I3 I I II I figure 13-20.Use laying nokbor to cmlisr:rbinglcs on Gips and ridges, and to locate the correct exposure for ASTM 03161, Class F performance use BASF "Sonolastic* NP11" 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, I.I.C. Evaluation Report 3S32.09.05-R11 Certificate ofAuthorization 99Sa3 FBC NON-HVHZ EVALUATION FLS444-R10 Revision It:12/08/2016 Page 9 of 12 6.9 PRESIDENTIAL SHAKE"", PRESIDENTIAL SHAKE'"" LOW AND STANDARD SLOPE: For low and standard slopes, use Ove•nalls for each full Presidential shingle as shown below. Nalling {. 40' Ulde Unes (1016 thin) 5 1 /4' - 1'33 n'm) • • 7-) 14 1/4" 1 t l7.' 9U (362 min) NOTE: Apply nails on painted guideline. figure 16--Q Fastening Ptm1&nM.al and PresA4mUd rt S4taln sbbigles on Iota and slandand slopes J TRINITY I ERD IR, PRESIDENTIAL SHAKE TL'"", PRESIDENTIAL SOLARIS'": STEEP SLOPE: For steep slopes, use nine nabs for each full Presidential shingle and apply I' diameter spots of asph h rooting cement under each shingle tab. After applying 5 nails In between die nalling guide Ihnes, apply 4 nails 1' above tab cutouts making certain labs of overlying shingle corer nails. T I' diameter asphalt tooling cement t Figure 16-7.• Favenfng Prerfdenllal and Residential M $bake sbingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake'". Presidential Shake""' IR, Presidential Shake TL'". Presidential Solaris'"• 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can'be used for covering hips and ridges. Apply shingles up.to the ridge (expose no more (halt 7' from the bottom edge of the °'tooth." Fasten each accessory with two fas- tener's. 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 iwo different sizes: Accessory produced In Birminghain,.AL'is 1.2' x 12% Portland, OR produces 97/a' x 13 L/4" accessory. 6.9.1.2 for ASTM 03161,' Class F performance use BASF "Sonolastic• 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 HATTERAS'-. LON% STANDARD ACID SHIP SLOPE r27)am0 .Mp. _ dy"ll 230 I 1 10' 3n mn1) (40 min) mm) (ISO mn)l t5mm) _ _ .,min)•.) amnl)- 1 1240mm) T J. l. 4U min) noo0np Cement— — ---- I Fpurr /S.I rivintiv. rraarn" auq ft n•.irA•h aln/e1 L Far s" dntr>, use me nails and dgin <lan of mphah ranting rygrrre 15-!+ra eahig /tnlfem..ebbigtrs mr MUCHl fur earth Intl IlAlrraf sh1118le AS shmtft :Irmo. Apply 1• Gnr naA]Ynar Art/.Vo/wc tSmm) dFya acr i pn; of rao0o& eenrin (MM(n 4S86'Rpc If rot kAr and aantltrd slopes, uoc G%e nails for each NO iorm rtn under rlrh into miner. IYns swnoe hew plscr, thi as linnena shingle %ts AnAm nlnAV. r%pftaa tavneaL CAttrl( IK: Gn morn nara8 alone tuft Caw shin8lrs to blimer. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-RLI Certificate of Authorhotlon 09503 F6C NON•HVH2 EVALUATION FLS444-R10 Revision 11: 12/08/20L6 Page 10 of 12 ERDTRINITYI 6.10.1 Hip & Ridge for Hatteras"': 6.10.1.1 Option 1: Accessory for Hatteras K Figure 15-I4: 18 three-piece rmtis separate to make 54 Hatterm Aecesaory shingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9.,-- 230 mm) I I mlr)oStiI18" tg" (460 46Min) r(2 03 nm Cap Cap Cap CngShingleShinglShingleShingleI9 Figure I5-2o: cut Hatteras sbingles io make caner cap. Figure 15-21. Installation of caps along hips and rid;Qm 6.10.1.3 for ASTM 03161, Class F performance use BASF "Sonolastic• NP31" adhesive or Henkel "PLO Polyurethane Roof & flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE'",. HIGHLAND SLATE'".' IR: t LOW AND STANDARD SLOPE: STEEP SLOPE: Ilse Fn•E nails and BIGHT spots of asphalt roofing cement• fat each tm.l ma—1 fugal tas.a full HIghland Slate shingle. For Mlami-lade, SIR nails are required. Apply l' dlamew slats of asphalt roofing eeuum under each Ub m l corner. Asphalt roolingccinent meeting ASTM D4586 Type R b suggested. INl.aj aAnt nits t!GutRrf R++I 0t mq SIX dh(trenas 1'(nMM) eaaauen"ry. aaan.Dtt.rpJ.a r lmm) CIX nra(wenr p , - a Flguro II.9: Use AVE nails forcrey ftbimut Sfato sbltlgla 4 Id owroW.r umn ea rani — — R041ho Cananl Firiev II -jk Use MI nails and eight spots ofasphalt roo4ag cons ail underemcb tab L»rn&.. GAIIYlos: lircessice use of roofing cement can cause shingles to bitter. 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 Oeslgn, U.C. Evaluation Report 3532.09.OS-Rll certificate of Authorization 09S03 FBC NON-HVH2 EVALUATION FL5444-R10 Revision It: 12/08/2016 Page 11 of 12 TRINITY ERD 6.12 PATRIOT'"': LOW AND STANDARD SLOPE STEEP SLOPE Use. FOUR naits for every full shingle Io(-.11 al as shoml below. Sethnt lr1 t1 rior1 j j t'(icn} I'_!Itrnl 11. 11-1Z +— 1}I.ff -•I-- '}tA' -i mml !M.,Trl (41044 U.w FOIIR nails -and four slwils of asphalt roofing cement for or1y full shingle as ahoav hclo% A.VNilt rtxtfing ttaueot nx•etiux:tJTdl I451(6 ljlx II it su`gtaled. Apply I'(1i min) slwds of asph!dt rmling ccnit:nt z shotm. CAUI'ION: EMessive use of rtxlfrug c nn•nl can t:wse shingles lu blister. 6,4Irirau • .: L -. 060 cement Mini —~ one: 1— turrlo 6.12.1 Hip & Ridee 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 iS07.2.7.1 / R90S.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3S32.09.OS•R11 Certificate oJAuthorltatlon M9S03 FBC NON-HVHZ EVALUATION FLS444-R10 Revision It:12/08/2016 Page 12 of 12 TRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificote of Authorizodon #9503 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-924S FAX: (203) 262-9243 Evaluation Report 3S32.09.0S-R11 FLS444-R10 Date of Issuance: 09/22/200S 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 Sill Edition (2014) Florida Building Code sections noted herein. DEscRIPnON: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC iS07.2.7.1 / R90S.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)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)ERD 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 tac We seal appearing was authotlted by Robert Nleminen, P.E. on 11/08/2016. This does not serve as an electronlcaey signed doratment. Signed, sealed hardcoples 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. S. 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 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 St" Edition (2014) Florida Building Code and St" 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. 2. 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 03161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM 07158, Class H 2O08 3. 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 03161 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 03161 04CA11329 05/24/2004 UL (TST 1740) ASTM 03161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/1S/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 OS/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 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 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM 03462 IOCA41303 10/07/2010 UL(TST 1740) ASTM 03161 10CA41303 10/08/2010 UL(TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 17401 ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, 03462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM 03161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & 03462 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 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, U.C. Evaluation Report 3S32.09.OS-RIL Certificate of aathartrotion a9S03 F9C NON-HVH2 EVALUATION FLS444-R10 Revision 11: 12/08/ 2016 Page 2 of 12 TRINITY i 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'" 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. 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 S.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 1S07.2.7.1 and R90S.2.6.1 to ASTM 03161, Class F and/or ASTM 07158, Class H, Indicating the shingles are acceptable for us in all wind zones up to V„d = 1S0 mph (V„I, = 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 03161, 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,td =150 mph (Vwt = 194 mph). 5.4.3 Classification by ASTM D71S8 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 Salads'") exceeds the calculated uplift force (Fr) at a maximum design wind speed of V,td = 150 mph (V,,,t = 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 Oeslgn, I.I.C. Evaluation Report 3532.09.05-R11 Certylcate Of Autharhadan 49503 FBC NON-HVH2 EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 TRINITY1 ERD 6. INSTALLATION: 1 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 1S07.2.3, 1S07.2.4 or R90S.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R90S.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC iSO7.2.6 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 [cub-, XT'".2S', XTn" 300 XTI 30 IR: . ENGLISH 12.. 12.. 12' 305 (on) (305 mu) (305 um) r-t" (25 Run _ 11am — 1- (25 mm)-j 5 4/0" (t l5 mm) 1 1 S 1/? •Pti Now ow Af T METRIC 13rh t3!/e" t34e' 1"(25mm) Soalant 1"(25mm)-( 6 r/r' Flgaro 11.3.. qm four naNafor eseryfull sbingle: STEEP SLOPE Use [our nails and six spots of asphalt rooting cement• for every full shingle (Figure 11-4). Asphalt roofing ceutent mccting ASTM o45slS Type If Is suggested. Apply 1" (25 MA) spas of asphalt raoRng cement oodot each tab Corner. Flgnnt It. 4. umfour nails and sir spots q%aspball owitent on ste+rp slopes CAUTION: Excessive use Of roofing centenl can cause shingles to blister. 6.4.1 Hip & Ridge for CT20`" XTTM' 25. XT`" 30. XT`" 30 IR: Cut Shingles I',— I I I I+ 2" (50 nm) Rrmae— 25 MIt 1, l 1 li 11 1f it Cap Cap Cap 3051M1) Shingle shingle Shingle 1 Figure 11.24: oil tabu, then trios back to ruaka Cap sbingles 6ngllsb dimensions sbou n). 5"--• i t2" (305 0101) e" ' s' Figure 11.25: Installation q%caps along do Gips and rtdgat. 6.4.1.1 For ASTM 03161, Class F performance use BASF "Sonolastico NPITM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Oesign, I.I.C. Cerdricate of Authorliadon 89SO3 FBC NON-HVHZ EVALUATION Evaluation Report 3S32.09.0S-R11 FL5444-RIO Revision 11: 12/08/2016 Page 4 of 12 6.S 6.5.1 TRINITY ERD L ARCADIAt": LOW AND STANDARD SLOPE STEEP SLOPE Use. SIX nails for even• fill shingle Incacd as slloaro 6c40n. Use MX mills :uid FOUR spots 0f asplt:dt mormit cement for teen. full shingle as shutw Ix-Imv..ipplg asphalt ntufing «.tucttt I-(29 nun) Milk edge. of shingle. Asphalt roofing cement mft.1 ug XST11 0 4386 hpe 11 is suggc<tcd. l'IY.czN 1'jlSrtzN+ tUt laz tLt1lM I — +— raSatN t•l}Snmi— Figare P: 6e sir mils for w;urrfit/l sGixglc. A :, mv.1 Csusitxnilvuudjn,r,v/mrrrfnspanrt rx, nip eclueut on steep s/opal. Hip & Rldee for Arcadia': Cedar Crest"", Cedar Crest^' IR Use two (2), minimum 1Y.-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 X-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 "Sonolastice NPi""" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line X 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, I.I.C. CerN/icate of Authorization M03 FBC NON-HVH2 EVAWATION Hana-se ali^ng adhesfve 1/4" •— 4° 3/4" — I 1° Dab of asphalt Icementbetween shingle layers 1" Evaluation Report 3S32.09.05-Ril FLS444-R10 Revision 11: 12/08/2016 Page S of 12 6.6 1 BELMONT'": Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. f ka• 06 adll o dbldiaru mils A 1"'111! aw 12 (OE11 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 V (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM 04586 Type II is suggested. 1 IrY r3a tvr ra ku sw Ja9MI L b ' r• (45 fia>fi.a e oau I' 12S air., I •-- t 6.6.1 Hsi & 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 I Exposure Remove tape i_ 12• - 1 e• from the right side i. `' g• and fasten SECOND Fasten thef RIGHT left side Remove; FIRST This Tape LEFT flare 17-19: Ins1n11n11on o%Sbatigla® A7190 501911es on blps and ridges. Figure 17.18: Shaligle" Ridge. 6.6.1.3 For ASTM 03161, Class F performance use BASF "Sonolastico NPi'"" adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Certificate otAuthoritatlon p9S03 FBC NON•HVH2 EVALUATION a sra Mi 4 Evaluation Report 3532.09.OS-Rll FLS444-R10 Revision It:12/08/2016 Page 6 of 12 Apt F J TRINITY' ERD 6.7 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE•: LOW ANO STEEP SLOPE STANDARD SLOPE Use five twill fix even' full Sliangle. 25 men) i25 and silr' a /e•• I% irons MQ mm f7gusr 17-a: rare lit ad lb jar ropry fill (d and Alit rnr chmrgle. Carriage ! Iona Sbturgla us: (.eulerndal.lbrte. Use seven nails mad thmv spots of usphall routing cement for every full Crund Manor Mangle. Rw five 1wi15 Ind Ihrm Sprrt511f asphalt moling emon for Cverf full Carriage house Shattglc and Cw iennial Slxc. Apply asphah roof ng cvmenl V (25 sit in) from edge of Alogle P( tam 17.5). Asphalt roofing cemew meeaing Asrm 0•1596 T),ltt• 11 Ls suggested. 1" 10mmjI1 or lCla _I_ I25mnd T Fignrn 17-5. When iushdling 6irrnd.lbincr Sbaagles an rlrrp slalr-r. rise sar ra adds and lhrrr sle is afaspbrrR ma/log rentrat. 6. 7.1 Hip & Ridge for Carriage House Shangle' and Grand Manor Shanale: Refer to instructions herein for Shangle° Ridge hip and ridge shingles 6. 8 LANDMARK`'", LANDMARK"'=1R, LANDMARK'" PRO, LANDMARK'" PREMIUM, LANDMARK"" TL, LANDMARK m SOLARIS, LANDMARK'" SOLARIS IR, NORTHGATE: , LOW AHO STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 17' 1--( 305 mm)----(315 mmr- —(305 mm)-- I ' (? 5 mat) Rdcase tape 1" (25 mat)' '- NailaU er A( 6 LANDMARK TL NorthGate: 13W* 13" 1311r 343 mm)-- —(330 mm)-- --(343 mm)--) 1"( 25tnin)--I -E3 Figare 13.4. x jeer rm/h jarn rq dl sbingln. ausc 12< 14 314' 2' 305 mml 1315 mmi (305 a1m) -I Nadn9 Um 1'( 25mmi n" tullno I (25aun)--t - I error na'I In th Ong area" tar hen and standard sbpes (tom 2:12 to 21:121 Mal satr rlso a1fRr b Iaaw Ines as r'rmn a0rrm. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.OS-Rll Certilicote ofAuthorisation 09503 F8C NON-HVH2 EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 7 of 12 i TRINITY I ERD f STEEP SLOPE Use six nails and fottt• spots of aspla k roofing cemem for every full LANDMARK TL kindnated shingle. See Ikloa•. Aspicuh roofing cement should meet A51'M 04586 11pc H. Apply 1' spas of asph:dt roofingccnucm nude 131h" 13" 13Vi each comer and at :dlout 12' to 13' In frotu each edge. (343 mm) (330 mm) (343 tam) METRIC DIMENSIONS I LI"(25 mm) 1"(25mm)-Il 12" — •- 143/4"-- —12"— I 305 tam) (375 mm) (305 mm) 1 j F•— 1" 25 mm) — — — — (25 mm) i i c:, :-.ut.: rk:=x•:.r ;i<::.:a3• :cq•o.usA`.u• ' Rooting Cement ItdeaseTa ) I aNail W3 for Steep — Figura 13-5. Use six nath and fourspots o/ ' I,. -- I N— I asphalt mq/ing cement on steep slopes. 25 mm) — — — — - (25 n1m Roofing Cement NorthGate: STEEP 12" 14-114' 12" SLOPE ..—( 305 mm)—— (375 m —(305 mm)--I I NAILING Neilin lmis AREAI —1"( 25 mm) bet"Iil% ar 1'(25 mmj-- nannes. i 0o ing Cement Nailing areas for steep slopes (greater than 21:12) and " Storrn"Nalling" Nail between loaner 2 nail Ones as shown above. 6. 8.1 Hip & Ridee for Landmark'", Landmark' IR, Landmark'" Pro, Landmark'" Premium, Landmark' TIL Landmark'" Solaris, Landmark'"' Solarls IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge' or NothGate Accessory 1r glre. 305mm) ( 250 m) iu 415/1 415/1C— i 050mm)rosol.—M) 125mm) ( 125uium) i t Notch for Notch for Centering Centerint ; 305mm) ( 337mm) Notches for Alignment m LNotch eslortJlpnmentto 75/g the Top Edge of the PrevMus the Top Edge of the Previous Cap forS'(125nun)Exposure (t8OMM) faptor55r9'(141mm)Bq=um (1 m) English Dimension JI Melric Dimension Shadow Ridge'" Shadow Ridge- 1 Exterior Research and Oesign, U.C. Evaluation Report 3532.09.OS-Rll eertiJlrnte oJnuthorlratlon p9503 FOC NON•HVH2 EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 8 of 12 i TRINITY I ERD 9 21,42.' 2sn n.Wt—Ii ly'16' 1125 rur, 13 1/8" 4---(333 mm)— cer.101 lg MC10 gyp•_{.-6 6/8, 168 mm I 168 mm 13 lA' 337 rrmj \ ABgn these / i CeMeAng rot:hct to top Sig, 13 1/4' Notch aloo1 19<rttm} 337m m) \ I AlignIheso", p:trnOttse toi:rsa 7 notdtostotop n) tnun) edg: e of I ro,2gcou rse. NorthGate Ridge NorthGate Accessory 305 ^m) ` I t Laying Notch I l 5-(145nxn) I I Ilfil F p90. I .nnnDll' i Figraa 13. 20.• Use laying notches to center sbtnglem on hips and doges, and to Axate the correct exposures 6.8. 1.2 for ASTM 03161, Uass F performance use BASF "Sonolastic° NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8. 1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R31 Certetkote Of Authorttatton a9S03 F8C NON-NVHZ EVALUATION FL5444-RlO Revision 11: 12/08/2016 Page 9 of 12 4 / TRINITY I ERD 6.9 PRESIDENTIAL SHAKE"A, PRESIDENTIAL SHAKE"A IR, PRESIDENTIAL SHAKE TLT", PRESIDENTIAL SOLARIST": LOW AND STANDARD SLOPE: sbf and standard For low and standard slopes, use 0ve•nalls for each full Presidential shingle as shown below. NaGIIq l.- 40' Guide Lines (1016 mm) 5 I33 mm) 14 114- Sr 362 mm) NOTE: Apply nails on painted guideline. Figure 16.6.' Faslenfng Ae44Amnal and Preridenfial rL Shalm l slopes STEEP SLOPE: Por steep slopes, use nine nails for each [till Presidential shingle and apply 1" diameter spots of asphalt fooling cement under each shingle tab. After applying 5 nails in between the nailing guide Wes, apply 4 nails I' above hab cutouts utaldng certain tabs of overlylug shingle cover rolls. 1 T 1' dtamelof Isphall tooting cement ogles on om Figure /6-7: Fns/clring Presidcmfial and Presldalltlal lYL Sbale Shingles oil Sleep slopes. 6.9.1 Hip & Rid a for Presidential Shake"", Presidential Shaker" Ili Presidential Shake TL"" 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 titan 7" from the bottom edge of the "tooth." Fasten each accessory'wlth two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4'' Into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced In Birmingham, AL'Ls 12 x 12% Portland, OR produces 97/8- x 131/4' accessory. 6.9.1.2 for ASTM 03161, Class F performance use BASF "Sonolastico NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 O tpion2: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR hip and ridge shingles. 6.10 HATTERAS'"'.- OVI, SIANDARD AND STEEP SLOPE: g r_g ^ r—y -g r(—aanmm) CM MI) nlm) (27o mall I•l2]Omm)' (27)tnm) (7.30mm) 740mml 9 W 1--1_1_nooting Cement 1-1---' HLIL-il (NO mm) if$,I1.1.ro'k-ai.RI"ln"nr.lAivaltAnn.4tYlr.p11/.O wr nap data., me five amis and avgld .ywas of 24" roofing Fflaam lS•i: l'aNanhap llnlleme SGinrh7 ou rcmcut foreArh IOU IIALLIas sldngk• a shmm Abote. Altd)' 1- low aaul Slamlrnd.VulrA (aSuml ilhn1i11r rid: of n)nfiq tommi( (ANTN n 406l)pe II ror lov and stlmltnl slopes. ass Gas COS for null (u0 wdvvted) alder rAdl I.Ih tnmat PrmsAlma ma ldxr; ail oat Iktltcrtsstduplr. u:slsuou tbtnr a- splmernnnn. cAu nON: Tun much axlfm cnul\n nle mane shiaglty to hlisntr. Exterior Research and Oesign, U.C. Evaluation Report 3S32.09.OS-Rll Certificate olAuthorlratlon a9S03 FDC NON-HVH2 EVALUATION FLS444-R10 Revision It: 12/08/2016 Page LO of 12 TRINITY ERD g 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras 2 Figme 13-14.• 18 threepiece Imtts separate to make 54 Hatteras Accessory shingles. 6. 10.1.2 Option 2: Cut Hatteras Shingles gf. 230 mnl) I I Fa ` 460 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle `9\ l' ZQOm Figure 15-20. Cul Hatteras sbbigles to make soar cap. Figure 15-21. Installation of caps along blps and ridges. 6. 10.1.3 For ASTM 03161, Class F performance use BASF "Sonolastic° NP1 " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 11 HIGHL•ANO SLATE'""r•HIGHLAND. LATE'." IR: : LOW AND STANDARD SLOPE: STEEP SLOPE: r— r r—•. r W Pn'R nails and RIGHT spots of ogfholt rooting semen, roc each u10 d10 a1°^+ 0ia full Highland Sale shingle. Par Aflnml•Dade, SUt (tells are required. Apply r diameter spats of asph It roofing cement under each lab comec Asphalt fouling cement aiming A47TN D45861jpe it b suggested. vw. wod,.,.ao.. six ( Was p mme. YW WOWUMY d a ae"nl. ftuto I I-,1: Uso FIVE nallr for etrry Ilfgbiard slato sbhfgta Ir tnf'" Itt vb f'?SOaI Qfu""'t Ltl11tl onf Ov1Y f J_ aatnfhO. f:l -- Rooltiptanefa Flrtro II -M: Me AVE onfli and oil# spots ojarp"i rwitti, aerrrarl andar a :h lab oarnor. CAtrrtON: Rxcessive use of roofing cernenl cart cause shingles to blister. 6. 11.1 Hip & Ridge for Highland Slate"". Highland Slate"4 IR: Refer to instructions herein for Cedar Crest", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, U.C. Certificate ofAuthorization 09S03 F13C NON-HVH2 EVALUATION Evaluation Report 3532.09.OS-Rli FL5444•AlO Revision 11: 12/09/2016 Page 11 of 12 6.12 PATRIOT'": LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR naik for uv ry full shingle loaded as ehOW11 bcloa. Sealant ta' Ctnny j 1•i15r y. p55mn, I xn ',II!Lrgrl marl + (111rtaQ tit •`.. 1 TRINITY I ERD Use Ft Wit nails and four sputa of asphall roofing cr acnl for c%VFV full shiugJc a shawl Ilelua: Aaph:dl rcKifiug ecntcvuucctiug.lti(11 U-i;ISf ljpe It is su,gcwed. Apply I'f•LS nuul slots of asph:dt roofing ctauaH as Shown. C.ALF11ON: IdScessice use of ruofiny; ttvu7N can cauac shio%les to blister. L 1=1Q°y 1 • 7 7 •1 Raollaa Ceaeal 6.12.1 Hip & Ridge for PatI riot"": Refer to instructions herein for Cedar Crest", Cedar Crest'm 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. BUILOING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity' for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-,6409; karen.buchmann@us.ul.com ENO OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.OS-Rit Certificate of Authoritatton M9S03 FSC NON-HVH2 EVALUATION FLS444-R10 Revision 11: 12/08/2016 Page 12 of 12 Florida Buildins Cede online rnmt)•T iYI•,ri:_.' A Itf.. RA BCIS home Log In User Registration Not Topics submit Surcharge Slats 6 fact Publications FOC Staff SCIS site Map Links search a q, r cat Product Approvaldb11 n USER: Public User Product Annroval Menu > PrMuc't M AeelitaNnn S&errh > Anelleatien List > Application Detail FL # FL15216-112 Application Type Revision. Code Version 2014 Application Status Approved Comments Archived Q Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@intei-wrip.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 . 778)945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory . Undedayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 Explration Date 11/17/2017 Validated By John W. Kneievich, PE El Validation Checklist - Hardcopy Received Certificate of Independence FL1S216 R2 CO[ 2015 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code http://Www.floridabuildin&org/pdpr_appAdAspxlparun-wGEVXQwtDgv3yVVKIZIQPAdby12uBkQGQyijjaHbVeiOpVSvxwSdCoQ%3d%3d[812412017 1:57:59.PM)_...... _ _........ _._ Florida Building Code Online 1507.2.3 1507.5.3 1S07.8.3 1S07.9.3 1507.9. S T1507.8 Product Approval Method , Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval, 05/04/2015 Date Approved 06/23/2015 FL # Model, Number or Name Description 15216.1 RhlnoRoof Underiayments Synthetic roof underlayments Limits of Use Approved for use In HVHZ: No Installation Instructions FL 15216 R2 If201 04 FiNA PR INT R#R-0 RHINQRnr1F A t 521 fApprovedforuseoutsideHVHZ: Yes R2-pdf Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Verified By: Robert Nldminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FLIS216 R2 AF 201S 04 FINAL FR INT RVJRAP RHINARQQF F lS216 112.Rdif Created by Independent Third Party: Yes aac w"7 Contact Lie_ :: 2601 Blair Stone Road. Tallahassee A 'n•t99 Phone, A4;0-487.1824 The State of Florida IS an AMCeO employer. Coovriaht 2007-7019 Statp of Findria :: 21fAry Statement :: Accessibility Sewtam M :: RefLnd c lints M 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 electronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section4SS.275(lj, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Oep-I nent 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 a personaladdress, 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 45S, F.S., Plea" dick here • Product Approval Accepts: Credit e Safe SeCUritj,,% F-rIIICS' http:/Avww 0oridabuilding.org/pr/pr_app dU.aspx7param-vGEVXQwtDgv3yVVKJZIQRAdhyl2u8kQGQyljaHhVeiGpvSvxwSdCoQ%3d•/a3d[824/2017 I:57:59.pq • QOTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140S10.02.12-R2 FLiS216-R2 Date of Issuance:02/17/2012 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 St" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LAsELING: 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. Trinity) 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 rTrinityl ERD 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 DCAANE1983 the facsimile seal appearing was authorized by Robert Nleminen, P.E. on Z27/201S. This does not sarve as an electronically signed document. Signed, sealed hardeopies have been transmitted to the Product Approval Administrator and to the named client CEFMFICA"ON OF INDEPENDENCE: 1. TrinitylERD does not have, nor does It Intend to acquire or will It acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. 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. ROOFING COMPONENT EVALUATION: 1. SCOPE: ITRINITYIERD 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, 1S07.5.3, T1S07.8. Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1S07.83,1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.S.3, 1S07.8.3, 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 100S3939SCO"06 10/27/2011 ITS(TST1509) Physical Properties 10OS39395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 10053939SCOQ-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 sites. 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 HVH2. 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 AHI for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Undedayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nall -On Tile foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhlnoRoofU20 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 II underlayments in FBC Sections 1S07 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140S10.02.12-R2 Certificote of Authoritotion #9503 FLiS216-112 Revision 2: 04/27/2015 Page 2 of 3 fT_ RINITY 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 HVH2 nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples Is prohibited. 6.4.2 Single Laver: 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 Slone < 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. H. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Certificate of Authorization N9503 Evaluation Report 140S10.02.12-R2 FL1S216-R2 Revision 2:04/27/201S Page 3 of 3 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization r79503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140S10.02.12-R2 FLiS216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/201S 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 5`h 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. Trinity) 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) ERD 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 OCA ANE1983 TRINITYIERo EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada The facsimile seal appeatln` was authodled by Robert Nlemben, P.E. on Oa/27/2015. Thb does not serve as sn ekctron6cally signed document signed, seated hardwples have been transmitted to the Product Approval Administrator and to the named then 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. S. This is a building code evaluation. Neither TrinitylERD 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. ITRINITY 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 0226 2006 1507.8.3, 1S07.9.3, 1507.9.5 on Heating 1507.2.3, 1507.S.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 (TST3509) Physical Properties 100539395CO"06 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 10053939SCOQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhlnoRoof 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 Shingles Nail -On Tile foam -On Tile Metal Wood Shakes Shingles Slate or Simulated Slate RhinoRoof U20 Yes No No Yes I 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 S herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM 0226, Type I or II or D4869, Type It underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Certiflcote of Authorizotion 89503 Evaluation Report 140510.02.12-R2 FLiS216-R2 Revision 2: 04/27/2015 Page 2 of 3 TRINI- YIERD 6.3 Re -fasten an loose deckingg panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6_4 RhlnoRoof 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. 1 6.4.2 Sinele Laver: 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 minimumhalf -width plus 1-inch'side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: I Contact the manufacturer or the named QA entity for information on plants covered under Rule 614320-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-112CertifcoteofAuthorization #9503 FL1S216-R2 Revision 2: 04/27/201S Page 3 of 3 41211 017 Florida Bulldng Code Online SOS Ilome I Lop In I User Iteplstratlon Mot Topics Submit Surcherpe Stets p Facts PuDllratlons FBC Staff BCIS Site Map = Units Search db k:. r r Product Approval li uses Pubm user Product Approval Menu > HeAxt or Amllcatfon Search > Aprdleatlon Ust > Application tlatall r;Yiri l_;([:Jt•t , FL ak FL3792-118 Application Type Revision Code Version 2014 a `%-j = Application Status Approved Approved by DBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Lomanco, Inc Address/Phone/Emall 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/Emall 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 Sat) 982-6511 Ext 6163 acarterolomanco.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 httMJhvww.floridabulldrtg.orgfpr/pr app dl.aspx?param=wGEVXQw(DgsFgPhXouzz9PGboMdkEk7oGO6zyYrmk%3d 1/3 4/2M7 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/30/2015 10/06/201S 10/09/2015 08/ 16/2016 iarg of Proilucb' -- - - • .r !• . ... --- — - —— FL #' Model, Nufrlbea: or.Nartle :. 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 roots 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• Umits of use • . Approved for use'ln,HVMZf Yes Approved for. use outstde'HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A , Other: 1. Refer tu:applicable building codes for required': ventilation. 2. Lomanco's Model 73d,750,770 Roof Louyers. - shall comply with applicable Wilding code. 3. Lontanco's Model 730;750,770'Roof Lduvtrs shall not be installed on: roof mean heights greater than 33 feat. 3792.3 1 750 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. 3792.4 - JI 7.70 Roof Louver -y 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 730,7%77p 0—I! Louvers shall: coinply with•applicable bulding code. 3: Lpmdnro's .:.:. Model 730,7S0,770 Roof Louvers shall not be -installed on roof mean heights greater. than 33 feet. 3792.5 770D 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. Descriptlon . Aluminum Roof Louver Certification Agency Certificate FL3792 R8 C CAC Lomanco 13S - 2000 pV Non I I 0602.02.odf Quality Assurance Contract Expiration Date 08/17/2016 Installation Instructions FL3792 R8 H Lomanco 13S - 2000 PV - NOA 11 0602 02 odf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Loma_nco L3S - 000 PV - NOA I1- 0602.02.odf Created by Independent Third Party: Yes Aluminum Roof Lbuvee Certlficatloir Agency Certificate fU792. R G CAC L'onianco 700 Serlei - NOA 11 0602.04.odf Quality Assurance Contract EX' piration• Date 08/16/2016 Installation Instructions: FL3792 RB II• Leman ' 700 Series, N6A 11-0602 ne df VerlNed:By: Mlami-Dade BCCO - CER. Created'by Independent Third Party:. Evaluation Reports' - E13792• R8 AE..Lomanco 700 Seri.,< : NOA"11.060? •na•i fe Created,by independent' Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R8 C CAC Loman[o 700 Selves - NOA 11- 0602.04.odf Quality Assurance Contract Expiration Date 08/16/2016 Installation Instructions FL3792 R8 tI Lomaneo 700 Series - NOA I I_n502 04 odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 1`6792 R8 AE Lomanc inn a ies NOA 1t o60 04 odf Created by Independent Third Party: Yes Aluminum"Roof Louver . Certification Agency Certificate nce Contract Expiration Date ' Created by indepl:fident Third Pal ty:•' Evatuatlon Reports FL3792.••i18 AE Lortiani o 700 Aa< - NC Creatdd by. Independent ihlfd Party:'Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R8 C CAC NOA 1 -070o no „,If Quallty Assurance contract Expiration Date 10/04/2020 Installation Instructions FL3792 R8 If NOA 15-0709.00 „ef Verified By: Mlaml-Dade BCCO - CER Created by independent Third Party: Evaluation Reports https!/www.floridab:9lding.orgor/pr ppp Gil.aspx?param=wGEVXOwtDgsFgPhXouug'Gbo%4dikEk7oGQ6zyynmk%3d 213 4/2MM7 Florida Buildng Code Online L _ C Created 0.9 in Nenindependent Third PartyCreatedbyindependentThirdParty: Yes Contact Us :: 2601 Blair Stage Road. Tallahassee FL 32399 Pttarte: OSO.467-1824 The State of Florida Is an AA/EEO employer. CAnyrlaht 2007-2013 state of Florida.:: Privacy Statement :: Acresdhflhv Statement :: Refund Statement Under Florida law, email addresses are pubic records. If you do rat want your e-mail address released In Mportse to a pub8c-r4mrds roquest, do not tend aloctrorde mall to thts entity. Instead. Contact the office by phone or by traditional mall. U you have any QueWons, please contact 850.487.1395. •Phan to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have afro. The smalls provided may be used for official communlatlim with the licensee. ttowover email addresses ate public acord. U you do not wish to Guppy, a personal adorers, please provide the Department with an email address please which an available to the public reTodetermineIfyouaa licensee under Chapter Product Approval Acceptor R M- Gig FIRM Credit Card Safe h( tpsJ/www.11ortdabx4lding.orglpr/pr_app dtl.asps?param=wGEVXQwtWgPhXwugPGbeMdlkEk7oGQ6zyYnmk%3d 30 MIAMa MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Rooin 208DEPARTMENTOFREGULATORYANDECONOMICRESOURCES (RER) Mianri, Florida 33175-2474BOARDANDCODEADMINISTRATIONDMSIONT (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) . www.minmidade.00v/econemv 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 Counnty 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 CodeincludingtheHighVelocityHurricaneZoneoftheFloridaBuildingCode. 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: '"Miarni-Dade County Product Control Approved", unless otherwise doted 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. TERI IINATION 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 ofthisNOAshallbecauseforterminationandremovalofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by theexpirationdate.rnay be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be doneinitsentirety. 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 reviewedby Gaspar J Rodriguez. 4 _ MAWDADECOUNTY APPROVED 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 l00(A). Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter.opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(k) 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 Center for Applied Engineering PRI Constniction-Materials Technologies Test Identifier Test Name Date MDC-98&99. TAS 100(A) 03/16/95 LOM-013-02-01 TAS too(A) 05/21/07 RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles.. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with atow 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 %." aluuunuin annular ring shank nails. With the fast nail 1 %4' from roof louver end and a minimum of 6." o.c. at the front and backside of Louver vent parallel to the ridge. And with the first nail 1'/4' from -roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all -seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published'Literature. Minimum Slope: 2:12 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 maxi it n 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %:" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between. the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion'resistant #10-7 x 14/2" 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 LIMrrATIONS: 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 shatl'not be installed on'roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-8, 750.-E, 770 Roof Louvers shall comply with 1517.6 of then 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 . MIAMMADEeouNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 700 SERIES LOWERED ROOF VENT MIAM14DADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Da te: 06/30/16 Page 5 of 9 DETAIL B NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER -LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTRNFR MIAMMADE COUNTY NOA No.: 16-0510.28 Expiration Date; 08/16/21 Approvai Date: 06/36/16 Page 7 of 9 DETAIL C DETAIL D 750-E SERIFS LOUVERED ROOF VENT END.OF THIS ACCEPTANCE MIAMWAOE COUNW-M NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page'9 of 9. 4/28/2017 Florida Building Code Online r• + i r r acts Home ( Lop In User Registration Hot Topic Submit Surcharge I slats h Fam Publications FBC Staff ! acts site Map Nr I-` ' .,, Product Approval i-L usea: Public user Product Aemoval Menu > Product ar Aoolication Search > Annlication list > Application Detail Application Type Code version Application Status Comments Archived s Product Manufacturer Address/Phone/Email V. Authorized Signature Technical Representative Address/Phone/Email n . i f: i =. Quality Assurance Representative j Address/Phone/Email t-'r... Category Subcategory Compliance Method Certification Agency Validated By r ' Referenced Standard and Year (of Standard) r Links I search FL158-R8 Revision 2014 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary, i CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrfno@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year AC1318 2011 ACI530 2011 Equivalence of Product Standards Certified By 1 Product Approval Method Method 1 Option A Date Submitted 04/29/2016 https./www.floridabLiiding.orglpr/pr Bpp Otl.aspx?param=wGEVXOwtDquegl%2bT71%2(F192gnRzHNulcciSpgLXkU69%3d 112 4/28M17 Florida Building Code Online Date Validated OS/06/2016 Date Pending FBC Approval Date Approved 05/06/2016 imMary of Products • :... _..._.. _.. _.._._.. : !.: ..., --- -- ._....=i .. t...'._. ... FL # Model, Number or Name Description 1S8.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R8 C CAC NOA 14-0903.03.odf Approved for use outside HVHZ: Yes FL158 R8 C CAC NOA 16-0126.03.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 05/21/2017 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R8 U NOA 14-0903.03.odf F11S8 R8 11 NOA 16-0126.03.odf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: SSO-487-1824 The State of Florida Is an AA/EEO employer. Comnatit 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 mall. If you have any questions, please contact SS0.487.1395. *Pursuant to section 4SS.27S(O, Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 4SS, F.S. must provide the Oepartrnent with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses am public record. If you do not wish to supply a personal address, please provide the Oepartrnent with an email address which can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: rcMd M Credit Card Safe httpslAvww.floridabuilding.orgtpr/pr app bill.aspx?param=wGEVXQwtDquegl%2bT7l%2fFi92gnRzHNulcgj5ML)OtU6g%3d 212 M IAM 1-DADE MLAKI-DARE COUNTY PRODUCT CONTROL. SECTION DEPARTMENT OF REGULATORY AND ECONOi1•1IC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNUMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww v.mismidade.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dada 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 titan 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 mariner, 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 Miatni-Dade County Product Control Section that this product or material fails to meet the requiremetits of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hun•icatte Zone of the Florida Building Code. 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 I of 1, prepared by Craig Pan-ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Match 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pan•ino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision statrip 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 manufacturefs 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 perl"ormance 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.. Warty 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 # 13-0321.07 and consists of this page 1, evidence submitted pages F_-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mnkar, P.E., M.S. l,. / NOA No. 14-0903.03 MIAMI OAOE COUNTY ,'".-J jJ fG - "u Ex it anion Date: 09/11/2018 Approval Date: 10/09/2014 1 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drmring No. FD4612, titled "Precast and Prestressed Lhhtel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated 14arch 24, 2003 and Dh enving No. L714612, titled Cast -Crete 4 ". 6" & 12 " Lintel Sgje Load Tables'; sheets I through 3 of 3, prepared by Craig Parrhho. P.E., dated Alarch 24. 2003. Iasi revision #1 dated April 28, 2003 both drawings signed and sealed kv Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lnhtels Filled and Uh filed k1odeIs, total of (13) concrete lintel specitneis, per ASTA,1 E-529-94. prep(it -ed by Applied Research Laboratories, Report No. 30404A, dated 04110103. signed and scaled by Cla-istopher A. Hamon. P. E. C. CALCULATIONS 1. Calculallons.for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed 41; Craig Parrino. P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino. P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine ,Ila& Precast Lintels revised on hlgv 1, 2002. 2. Cast -Crete QhtalUy Sy stem Alanual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, prepared by Craig Parrino, P.E., dated klarch 24, 2003 and Drmving Mo. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables". sheets I tumugh 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated Mm•ch 11. 2008. B. TESTS 1. None. C. CALCULATIONS 1. Atone. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. HW iy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiratlou Date: 09/11/2018 Approval Date: 10/09/2014 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, tiller! "Precast and Prestressed Lintel Detalls", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" 8 12 " Lintel Srfe Load Tables"' sheets l through 3 of 3, prepared by Craig Parrino, P.E., dated i1-larch 24, 2003, last revision dated Afarch 11, 2008, all signed and sealed by Craig Parrino, AF,., on March 22. 2012. B. TEST'S 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE By Ulani-Dade Comity Department of Permitting, Environment. and Regulator), Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter front Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL dl 13-0321.07 A. DRAWINGS 1. Alone. B. TESTS 1. None. C. CALCULATIONS 1. Arone. D. QUALITY ASSURANCE 1. By 114iami-Dade Comity Department of Regulator, and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Norte. r krailfny A. Nlakar, P.E., M.S. Product Control tilt Supervisor NOA No. 14-0903.03 Ecptratiou 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 t\ro. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, A E., dated kfarch 24, 2003 and Drawing i\ro. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, AE., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pmrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calcidations.for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Pewrino, P.E. D. QUALITY ASSURANCE 1. By Miari i-Dade Couuti, Department of Regtdato y mid Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter front 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. Hel nkar, P.L. M.S. Product Coutrol Uuit Supervisor NOA No. 1 d-0903.03 Expiratlou Date: 09/11/2018 Approval Date: l0/09/2014 E-3 B AS7~ RE.w HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4" SOLID LINTEL nATA TABLE al[f_l!il t t 13mm"I ifl 'J Si FiaT rtli+ 51MAEOTr mi fit.+ilF1i111.A art 11 1f 1 93MMKO 2MI I,_;rxnm 6" PRECAST U-LINTEL DATA TABLE ai"iMM- dKMW-&h1 mNEA EffiME7eZ7L^J®rm 01MCI& eT'_7 aJIm r.-1(L'J t)cnm vr3.a nJ rSCiava ura o vm©rVavao, a 1o rea l ! lraMnrc*+nr>Lvrrer a$vr:-"atn rmvr7;7rM r ao almar•.R7siar2ll!' Trnlr7Eta ra.9O asea r•n sr, a rz>r mroIrramrxuo-, rz v r7fm o acav rrn v[>. r „ "a rrary r : rra r rtlir ty-'id R'Il T1 ra::._e may Q> Rta7I t7 1332— ter t marl"'^- rTevta to rrm at?>.r a.rsgvrr.ttt, mzR aso rr nr >.rr< I1 arl11 eQ7marEmdrn rr osnrYtt•r 1"FzjIl+rrrcarrrao 12" PRECAST U—LINTEL DATA TABLE lG11 m r^T r DeZ1L^T Fay 7a O fdL]ta[T.^aatla fFf l+'•ttJ0 vF1^_I&JUANvLUMV911iMMUENrn an a r ar[_m::rtut:t v©aa, U-15VA aarts 15"V:IIl e.Sl rtl:S.lo]avd'_ITOCI rao, i_7FCISrV®Firma O fdi TIUMr_mtt!JMUrlal_lIIGJt•r ac t c,7 rra9r3rF]If.Fart!'..l"lf aC'i L' ._rr,"EC.AI 1111MA 71al1frIMLI-1 1L1Clr ti'i'_'MCA1]C..o 6L7r» siwfiL' L' 1 Ul=wrFZ LnC1O rTt aaarsa.u_11T]Q'alrD TL*=lR',i mo QG]1 EtFIl lltlrF.r1L"J Ii7Q Ql! imtl f 6t[Slt7 al:>r:L'::lfFaQ' l alter.,rn lrt]f}i r L'R7Q'd 1ILa•tY1ta gu :— TYPE TYPE 'A' SiIRI W. uwW.M. rAl Ital@U t w01 At C IwnWa M Illaii AIII ILL. n1 WA in M10 VVM Co ho "so-cwt M% aO. 1. Ila IICIW tWU //U W am AM FL I.. AM AS MMd IWP suba W I ab 12 net 1 90 . ttll A aWt M NI Yat Wb tit PILL w nI W am! 114 n All W WM ItM" L ealmlt a1 o o", r.. w to III au a tan Aw It w rw rAt m v 11 amQtIW1I a toc rat count Nall N o4 1'.. Atle ro III . ttol wmI mars .., two. m Mm" tact r.I m" l I0. tww a W1ta am two It t I ACK an 1tn1 P a naa tm om I =wl mm "a M 1 I LLlt 1t t1O1 tI11Yi •/14 t1dltO [loll /d G BEN • ,O 0.4 ..// 0R1,0.••.` 6324CR579 SEFFNER. R. 33584rraraON,AL+`+++ FL M LIC. NO.0075 mw PRECAST AND PRESTRESS 1lunucl' nl:wsya+ d mnplrlar •^nl : tlmida ouWrioI& -oGCO. ol QA 11ylun U.:w?. 1& 010— &t IY LINTEL DETAILS sr" AS tmaa mum IWl12 sm I of t CENIM NOTES nw,lrr , mpfe polrZrl2rd0r0o- iktd OW reaYr maerrywb.4e. 711,+TMK1N CI+OVi-inHmn at tebas parMASN A113 Cnb e0 d un,r Aa+ASIY QTO typ r r S 2) N Mi. Ma tabs tea 40 MW— 4 Ir A mists btl"'. EttlCSfK muld he r by tan lraWtbIess owera • In bate. iG1t pmu. 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SEE SAFE LATERAL LOAD TABLES FOR LOAD RAW FOR EACH AO MOM RE NMRCE0 CHU (RCYU) FULL COURSE i( 1) /5 REBAR FOR 8- UIDELS 1/2, 2) +5 REIN FOR If LrFW OR40 at rF6D SAFE LOADS FOR 4" SOLID LINTELS 4MM- 4,96MTYPE LENGTH rigo 3'-6' (421 PRECAST 4'- 0' (451 PRECAST 4'- r (541 PRECAST 789 5'- 10' (70') PRECAST 460 6'- 6- (781 PRECAST 360 7'- 6- (NJ PRECAST 260 9'- 4- (112l PRECAST 156 10'- 6-(1261 PRECAST 116 12U8 CC rn UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S- 6- (421 PRECAST 687 371 4'- 0- (481 PRECAST 597 320 4'- 6- (541 PRECAST 529 258 5'- 10'(70-) PRECAST 407 148 W- r (781 PRECAST 366 118 Y- 6' (901 PRECAST 280 87 V- 4- (112') PRECAST 187 55 10'- C(1267 PRECAST 152 1 Al 12F8 12F12 12F16 r. 6U8 US 6F12 61`16 • ~ • f"" fir• • ''!: t-.Sr: itt'•:i° :.:+:[-.1 :.. -;, 4S8 1T 12F28 12F24 12F20 4 A.F• ,: A. : i, - a•mmyiAiwi ailb eta R dd, Aleyweo l4a -p p 1.c- ,p •v4j - CRRlGPARRJN0BglmlenDat. • °3 e im . 8324CRS79 r8 cam'•. R10•' 6F32 SF28 6F24 6F20 ''., j.v , E G e.• SMEP, RNo. 3W y- y Mt[ A or I m CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES V G., VN W_ V 9. R t I 11 1 JL.I..L.jm:i+"r't4FillW IWIL' DRVtS-11 OAAYM IR AyUN NIIWD YJtC N.IS i S aIt, g/ teM aaaQe a d•AW rAtmM P.C. -Eta b0. ugst 0•AfR411m uuu sxtu 1 a< 1 LATELOAD SAFE GRAVITY LOADS FOR 6" PRECAST U-UNTELS FOR A- n ECAST H.LIMTEL9 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 40111110" E SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6U8 6F8-I0 6F12-1B 6F16-1 6120-10 6F24-18 6FM-18 6F32-19 Y- 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 1867 13633 5050 6148 7227 8297 9357 5'- 10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'- 6' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 r- 6' (901 PRECAST 779 83 1459 2188 3151 4524 6654 9357 9'- 4' (1121 PRECAST 584 660 1056 1523 2054 2795 3731 5017 10- C(1261 PRECAST 503 566 895 1270 1706 2236 2893 3747 IV- 4'(1381 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'- O'(1441 PRECAST 425 477 744 1042 1377 1769 223E 2808 13'- 4-(1601 PRECAST 373 417 646 895 1170 1485 1952 2285 14'- o'(1Bill PRECAST 351 392 605 835 1087 1373 1703 2087 17'- 4'(2081 PRECAST NR I 299 1 455 1 620 794 SIBS 1198 1437 j) ] ME NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 s 4mr4iMp SAFE LOAD PLF LENGTH TYPE 6US 6F8 RCMU 3'- 6' (421 PRECAST 587 1055 596 4'- O' (481 PRECAST 487 787 445 4'- 6' (541 PRECAST 416 609 344 5'- 10'(701 PRECAST 300 350 198 8•- g- (787 PRECAST 263 496 157 r- 6' (90*) PRECAST 222 367 116 9'- 4' (1)2') PRECAST 173 352 74 10'- 6'(1261 PRECAST 151 276 58 11'- 4-(1367 PRECAST 139 311 49 1Y- 0-(1441 PRECAST 131 277 44 13'- 4' (1601 PRECAST 117 223 35 14'- O'(16n PRECAST 111 202 32 17'- 4'(2081 PRESTRESSED N.R. TI30 21 SEE CENM NOTE 18 Cwtw wtE SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6T8-11 6F12-11 6F16-11 6F20-11 U24-11 6F28-IT 6F32-11 Y- 6' (421 PRECAST 1412 2074 271S 3356 3997 4638 5279 4'- 0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'- r (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'- 10'(701 PRECAST 831 1222 1600 1979 2357 2736 3114 6'- 8' (781 PRECAST 723 1097 1437 1777 2117 2457 2797 r- 6' (901 PRECAST 648 86JQ4 1249 15440 184040 2135N 2431 9'- 4- (1121 PRECAST 575 571 98001 1252 1492IX 1732 1972 10'- 6'(126) PRECAST 514 462 787 1121 1336 s, 1551 1766 91 11'- 4*(1361 PRECAST 474 404 6BS a 985 m 1213 1442 1645 12'- O'(1441 PRE= 454 367m 619 888 Lm 1093 1299 tg 1506 IY- 4'(1601 PRECAST 402 to 308 516 736 906 1076 1247 14'- O'(1681 PRECAST 368 285 475 677 832 LE 989 or, 1145 17'- 4'(2D87 PRECAST 253 20B j 33B 476 585 693 803 n THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE Na 4 8R 16T;:\F CRAIGPARRINO S` CVAL C`.• amCR579 hL unL`O`, FL P.E.M 0 4475 PRODUCT ttl.'Vt8'rDUIJtro " i4i toe J•lort& aw tkoaNm* 0 . e C,S.o 1/ 7 egg Asino I- CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB nL wm . Dom -it I ou" m Ann aum I seat ru 9 SAFE GRAVITY LOADS FOR 12" PRECAST U•LINTELS 4"m4 " SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12US 1N5-25 12F12-26 12n6-25 1217o 26 t2R4-26 jr,11-26 12W-28 3'-6- (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-C (48') PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 IWO 12755 14438 5'-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 1444 6'-6' (781 PRECAST 1383 1296 2679 4196 6421 10032 12755 14431111 7--6' (901 PRECAST 1138 1628 2131 3218 4878 6756 9763 1 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-6'(1261 PRECAST 614 1043 1295 1853 2516 M23 4334 5632 11'-4-(1361 PRECAST 518 945 1162 1649 2216 2893 3719 474 12'-O'(1441 PRECAST 456 878 11073 11513 2020 12617 1 3333 420 IN-4'(1601 PRECAST 359 767 926 1294 1709 2186 2743 PRECAST 321 720 865 1204 1584 2017 2451 17'-4'(2081PRECAST N.R 4511, 831 WI 1141 1128 17501 A34O914'-O'(165') 19'-4'(2321 PRECAST NR 343 47I 700 925 1152 1380 If) T1E NWWM N FAUXBO 1S ARE FUM4 MDIA.' M FOR WAD[ 40 MO AMM Me SEE GEMALL WX 4 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS 4w2111 MtIE SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12M 126F64812RF10- 121(16 12N22- IN26 12MD-21 4'-4- (521 PRECAST 25M 2942 54689640 11669 13670 15679 4'-6- (541 PRECAST 2319 2740 54689640r5954 11669 13679 15679 Y-8- (651 PRECAST 1347 1941 3%5 9640 11669 13679 1 5'-16'(10I PRECAST 1259 1758 336193% 11669 13679 1567 C-8- (801 PRECAST 924 1430 2633 4415 6884 11034J 12 1480q 7'-67 (90-) PRECAST 703 1203 12157 3494 5259 7922 9823 1132 V-8' (1167 PRECAST 389 843 1451 2157 3203 44270 5417 638D 0) TIE MM N ARFMM AN OHO RE0110D16 FOR CRAZE 40 Mo AM Mo. SCE mmm ROTE AID. 4 FAR 10' PRFCABT IIJ IMAM R 4/ SA LOAD LENGTH TYPE 12V8 12FO RCMU Y-6- (421 PRECAST 1295 4841 393 4'-0' (49) PRECAST 1295 4841 299 4'-6- (541 PRECAST 1049 3922 2417, 5'-16' (701 PRECAST 681 2547 155 C-8' (W) PRECAST 579 2167 123 7 -6' (907 PRECAST 474 1771 914 9'-4- (1121 PRECAST 355 1326 5 10'-6'(1261 PRECAST 306 1143 45 I1'-4-(1361 PRECAST 278 1041 3 12'-O'(1441 PRECAST 260 971 34 13'-4'(1601 PRECAST 229 857 278 14'-0'(1681 PRECAST 216 809 251 tY-4'(2081PRESTRESSED N.R. 16 19'-4'(2321 PRESTRESSED N.R. 534 130D MC W-MJ%RVIL ID SAFE 4'-4- (521 PRECAST 4'-6-.(541 PRECAST 5'-8' (68') PRECAST 5'-10-(701 PRECAST C-6' (80I PRECAST Y-8' (901 PRECAST 9'-8' (1161 PRECAST C - I SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4W1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IZW21 12F12-2 t2F16-2I12F20-2112M-11 MS-2112F32-21 3'-6- (421 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0' (48-) PRECAST 230 3721 4872 6023 7174 8325 9477 4'-C (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 Y-10'(70) PRECAST 1623 2527 3310 4092 4875 5658 6441 C-6' (781 PRECAST 2269 2972 3675 4378 SWI 5784 7'-6- (W) PRECAST 1767 25 3194 3106 4417 5D289'-4' 112') PRECAST E1444 1171 0 30B7 3583 407910'-6-(126) PRECAST 947 . 1 2784 3209 ix3653 11'-4-(1361 PRECAST 829 2441 2902 336412'-O'(1441 PRECAST 814 753 1141982p 2201 2616 303213'-4-(160') PRECAST 67B 633 5 1826 2169 251314'-0-(1681 PRECAST 622 586 5 1679 1993 230917'-4'(2081 PRECAST 434 427 1182 1402 162319'-4'(23Y) PRECAST 356 370 1002i 1187 1372E 1) DE WPM N FMFM M ARE TE1'W l REDYCOD6 FOR CRAZE 40 FnD AOND REt4R SEE GDVA NDR NL 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS CLAN-6- w I SAFE LOAD - POUNDS PER LINEAR FOOT 4'-4' (521 PRECAST 1626 2685 13746 4'-6- (541 PRECAST 15M 2582 3602 5'-8' (681 PRECAST 1210 2042 2B50 5'-1D'(707 PRECAST 1173 1984 2769 V-S' (801 PRECAST 1020 1538 2416 7'-6' (901 PRECAST 9p4 M 1226 21 c9';8' (1166) PRECAST I 703, 771 14721 MWEAS IN MRDMIM AK KAM IIEDJCM05 FM EG N 40 MD AM WMK. SEE CDUA MIE N0. 4S 447 MoDucr ct a isunpr's-a amEUldh0.ft ID1 tlq PIYIFA] EAildiny lb0e T E F I ' R . A IA'0 Ataeptllee At4 0 0 0? bn tAlc o A8 I WJA1;E;.•` F: a al nvn FL. P.E'W(',i10.1t11956 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB F11E RAN, NSIIN-11 I wn R. ANR a" I SW, LTA J MIAMI-DARE MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (PER) 11.805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -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. 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 # 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 docuirientation was reviewed by H lmy A. Makar, P.E., M.S. i 1. ' NOA No. 16-0126.03 MIAMM]ADECOUNTY Z (i' Expiration Date: OS/21/2017 Approval Date: 04/28/2016 O 412, e Zo/ 6 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast - Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P. E, dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drmving 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 flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report 1& 297020, dated 07130197. signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11111/96,'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 06/20195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report 420-8345 dated 11/13195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 42111-078240 dated 04/25/96 for 43 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29196 for #5 rebar by Birmingham Steel Corp. ti Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05196 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03/06196 for 04 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 04/03196 for #5 rebar by Birmingham Steel Corp. y A. Makar, P.E., M.S. ProductControt Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Dale: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Coy p. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . - None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 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 #S dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and seated 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. 6y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: OS/21/2017 Approval Date: 04/28/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 1106-0222.01 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. S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 1l 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. HAgWy 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 lidarch 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 from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. H A. Makar, P.R., M.S. Product Control 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. Leper from Cast -Crete Ua Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. L' z4n 1 wzz'e_ 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 PRESTRESSED CONCRETE LINTELS MODUCTRLNMEY) a 4aopyw m1n the F7ori0a n STIRRUP UTAILS It" AM c w0SVx0IT 14-a 0'134 A41 4- A O 3- a I S -4 OA40 SQ UN V-3 l3 - 3 - • 0 4_ 0,138 630 7/32 UW 3 late 17 -1 4 0 3 1 71a 1 -3 7/32 MR a -2 A O -2 a 21'-e 0.1l4 7a7 J2 3 7/32 W II'-Y O O 3'-a 3/A• 10 re -al 0.200 011 7 3 1 7/32 UP 21'-10- a O 3'7t0 3/8 10 24'-C Y.210 03 11 aAR 7/32 aM 23'-10. 6 0 1'-3 1/a• 10 ft" PRECAST W/ 2" RECESS DOOR U-LINTEL DATA TABLE i`f t•'i'.i"11'tt..:'rva s rmt.l ?rr rt i tti 1 I Af?3j?aI DID Eznm re7 o C IJ O F]fSha[GL f3C]R F FLiiL:lR.4_rR 11' []C'a•©Llt E31 Ifs"01lffs -R lj In+srr,rram:a€ N:':!13c"ff7n oavrtzmramp ruMra,: o OF nl n W makmtY• s0. Au anu Ron" Iw '1• R LIA l A PRECAST U-LINTEL DATA TABLE R!{T7{; E9 iti I i rm.. 7>f i(" m T T1 C.r 17:lSl:alJaT. -, i A M1,r fTiiifliirl I, ita'T*—lYfibR T.r71uNli mi ivar..;:,1 t v a¢a rn v ocvr ar>A I3CClli[UAIr 2:T TJMANv:]UrAmKra" i IliY7f=. f.il!:llt]C'n vtlLl,7F3ci v o t cn E il1 rzr-T7*i y r®[3a'i oral o QmmrLI T F r&K-WErE M7iUn r nlm Lza r Ens Asa m i IIltiLlr.-rnn y Q MCA" rF$R 0r 55i/211T 71FS>Sait7 wn"fflIT:7f d=fT=iT]mfiTE Ct:7 F]Qit7 iMI FROP MAW DroaaToo 13 NO4M FOR TOW= AtrMOYM. 11 O NOItOIt0 n COMMT LAWS AID CUM ac WIDWM 0M =TRWMD RIRm tic mm %mms cmant or un-cmE 1RA, OIL 1 1. Kl0oRta10.Sum. 7/n me Alta A0101 A 04, A oils IMt Iota MUOD of tIIU1r3 AID Pl aMM 0101 M MM MIS: 7/to MR:i Rto101UO D COIMIO WA= InM DIM IaMMCR IMP UPWAS lA1101I RtlIRCLUMo too of n1l IOW401M CAOO tot t7A104[ SATAOo Mf1 AAII f. Coltirtc 0ixowd : r.. 0700 M TOR a' W. of >PAM - 4. TIC lie 1Mut0tlto CICC IIOICL f1I0u0 : 0n0t1N MMI5119 UAn23 to 4000 r51 rot ALL oust a OII41 uncs. ifatl tACN OW IA FWM 1• r0 V"MtM[ IRAs to S. AItM1. runRnl tow . 0.70 Iw. CILm 07 ODMOC Iw aC uuo 11 u[o or rRtSIR ab udm anoomw CAR tiRIFIWO Mw rwimtm to Rn01 unla AID MAMOUD /Data t ENS • :. Z/ MOOUCTttCV131tO n wsg0f+00 RMh Ou Fhuldt IIdMIna ColayAer:ph4tol'b-o9 OT.oZ 7t : 19o i CRAIGPARRINO am 17muw •s2 "At t CA $79 l Ml R .GEC',.` SEFFNERFL 3ZM AJ. ONAL EN.`+ FL. P.E. UC. N0.44M IWI CAST-CRETE 8" LINTEL FABRICATION DETAILS at ulm Rtalat-u 1u2Y In a" PAR a - 3F0. m 44M I Sue OR tomu DS QAFF 42RAVITI/ LOADS FOR a" PRECAST A PRESTRESSED U-LINTELS e• 009PART It ooeerRopl,aon" lww1 it SAFE UPLIFT LOADS FOR 8" PRECAST 3 PRESTRESSED U-INTELS cs st7+qw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 w-0e 1 IF12-09 Int-00 elzo-oe NN-00 er23-0 a32-11eaM-1e a12-11 SFID-10 am-1e Sn+-ts a»-» a32-10 3'-8' 4 PRECAST 2211 JOs9 3n9 sa 16m eo54 fw2 Mimi 30t9 hoes 0113 1x7 M74 to»4 11Us 4'-0' (481 PRECAST 1966 sss1 2751 3e20 4m Seel lox 807 26l3 4605 6113 7547 074 MW IlK4 4'-8' (54 PRECAST 1599 Ifs 2110 2031 3753 4576 sm am 210 43)5 6113 7547 en2 10204 11109 5'-4' 64 PRECAST 1217 1xg 1431 19" MW 3113 USA U49 1663 0 Sim 7547 7342 813 10127 5'-10'(%0' PRECAST 106245 1173 1631 2010 250 3009 3470 u51 26V 4360 7160 7101 bm 6'- 6' (78 PRECAST 908 m 2177 3460 3031 3707 4W 5061 1231 2177 3450 SMI am 19w 0123 7'- 6' (00) PRECAST 743 tOl1 17" 2632 2205 2691 3191 311i ton 1729 mi An ben 04e7 647fud 9'- 4' (11Z PRECAST 554 on lie Iess 2564 3466 2911 3302 752 1245 1643 2554 34U 4705 63n 10'- 6'(1267PRECAS7 475 6s ew 1247 2093 2777 2163 25M 193 1012 IS33 2163 2791 47s4 I1'- 4'(1167 PRECAST 162 bet 26 1366 1946 2423 3127 4006 Set 645 Us We 2423 3127 4000 12'- O'(144 PRECAST u7 xo 173 1254 1Iu 21f3 20% 3561 540 on 1254 ISM 2193 2105 X& 13'- 4'(160') PRECAST 296 471 W 1075 1420 1131 2316 2*3 471 756 1075 14m I6Y 131e 2111 14'- T(1687 PRECAST 279 424 7s 1002 1320 Is7 2177 2Iw 442 m 1002 1326 1697 21V 2630 76) PRESTRESSED NR MR No MR MR MR MR 4se m ISM HO2 nu ssn 2t12 15'- 4'(1841 PRESTRESSED NR 41 71 NR 16 t12 7n I230 73 Iri32DS0 2ill tJ7D361 till17'- 4' (20n PRESTRESSED N.R. RQ I4 MR NR 67l w M4 300 She 120 Ism 16Df 1540 2D47 19'- 4-(2321 PRESTRESSED KR M RR NR Nt RR NR Nt 235 420 Ise 1037 12e2 1515 1716 21'- e (2551 PRESTRESSED N.R. MR in M4 M4 MR M1 Mel 90 340 age Ns 1 1114 1359 1460 22'- 0'(2W') PRESTRESSED NR M4 MR fill N4 Mt NR MR xs ss0 7e4 1047 Im5 130 24'- 0' (2681 PRESTRESSED NR Na MR w NR 1M 2w 450 134 e14 toft 1272st caa". SAFE LOAD PLF LENGTH TYPE[ 34 BUS 8F8 RCMU 3'-6' ( 421PRECAST 1024 1598 4'-0' (481 PRECAST 763 1309 4'-6' .(541 PRECAST 591 ta3 5'-4' (84') PRECAST 411 745 5'-10'()D' PRECAST 339 616 6'-6 (78) PRECAST 721 490 i-6- (901 PRECAST 534 363 9'-4- (1121 PRECAST 326• 512 230 t0'-6'(1261 PRECAST 284 401 180 11'-4-(136') PRECAST 260 452 154 12'-0'(1441 PRECIS] 244 402 137 IS-4-(160j PRECAST 217 324 110 14'-V (1651 PRECAST 205 293 100 14'-8-(1761 PRESTRESSED N.R. 284 91 IS'-4'(m) PRESTRESSED N.R. 259 83 17'-4'(2081 PRESTRESSED N.R. 194 64 19'-4'(2321 PRESTRESSED N.R. 14B 52 21'-4'(2561 PRESTRESSED N.R. 125 42 2Y-O'(264') PRESTRESSED N.R. 116 40 24': (28n PRESTRESSED N.R. 91 3J Cgsstr Cigc v' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH ere- n ers a at2- n a1:- n ens Ir 6n6. 2t eno Ir 6r2e- 7r ert+- 17 en4- 26 ara- n er26- 2t aR- 17 a12- 21 3'- 6- (42 PRECAST t56f 2666 4394 520 9132 7001 15D MS 3324 43 M 263 912 7101 4'-0' (48 PRECAST 1363 2306 who SDIS 4570 SW 60M tam 2305 Jose 3815 4570 SmP3712 4'-6' ( 54 PRECAST two 27W 3As has allIm1 2o4D M7 337S41W47115'-4' 647 PRECA51leis17122 s sate 1199 39 11010 1715 127e MN3N9U&I5'-10'(707 PRECAST1S6725933107 3670Is 1Sq mm 25933f0) 3s10SW hW) PRECAST e3s141e 23» 21 3ss)I3s 1407 logo 23m 7710 32S1 7'-6' (907 PRECAST 727 lob l624 M 2 2127 3= m 1224 1624 toss 1 2426 1 n27 322B 9'-4' (1127 PREGST 591 70e 1136 1474 less 2157 2MO 3f1 62 Ixe Mal I969 2294 2619 10-6'(12B7 PRECASI 75 916 Ilse 1461 1736 2011nd 5w M Steel 1472 1»s 2055 2346 11'-4'(136 PRECAST 414 50M 6ro I037 1274 151 Itu 494 607 1042 1372 100 1015 21e7 12'-0'(144 PRECAST 470 4b 724 SA 11 13690ISe6 470 sw 140 1w2 ISM 101 2D7S t1'-4'(16D7 PRECAST 4u 3e6 607 705 964 1143 1123 415. 460 710 1139 u11 1 SW t4'-O'(t687 PRECA51 3a 560 724 en 1054 1210 410 423 117 IOU ASe 15e2 too? 14'-8'(1767 PRESTRESSEDp2* 334 No 72 ess 97e 11x sm Est fee 130) 14 1s'-4'(t84 PRESTRFSSF0 113 fee 27 769 054 361 ai Is 124 ose17'-4'(2081 PRESTRESSED203400Sttq67s306W6740 M 47119'-4'(2321PRESTRESSEDof xe44754747263429U3 ell 22121'-4'(2561 1492m? PRESTRESSED soh 3073u4ee50142an373ss7ma522'-0' 2641 PRESTRESSED167t974m 3n 462 bJo13) 223 35e St369624'-D'(2887 PRTSI ESSW 4 lie 217x2 01 717114 No 119 45SRedaMj) THE NUMBERS 1N PARDRESLS ARE PERCENT REDUCTIONS FOR GRADE 40 • SEE GENERAL NOTE NO. 18 ON SHEET 3 OF 3. 0) 114,4 4y EN111ESIS ARE PERCENT REDACTIONS FOR CRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3. • E GENERAL 0DTE NO. 4 ON SHEET 3 OF 3. MtODUCTRPM1vm OEN Badistio " o1Nn1 wilt 4wFI44jy 2 / PRODUCT R2iV110D Co0Nb ° /s!A'b..1.dr 9N0Alwneda. D.Re.am1. TE ; * . AraP1 . bb I o o t y: ERA24CF1 70 ley SEE GENERAL NOTES - SHEET 3 OF S 'r, .' R G\?: SEFFWER.FL 33W tI mbe Im- I 'O ` rS 44 FL P.E. UC. NO.447Cr8 NYSE 113,4j4a4uu+ M6 144LKR of Imo CAST—CRETE 8" LINTEL FABRICATION DETAILS X , '.'.w. ,4 ra 6u1D oosw-u o1m m w61c rwsa rc - ua 6n has wtc 6m M Jost bun o !4o cM000 m ore r7mxa t - m6 m 4Dss owns w Teo suD 2 47 3 SAFE GRAVITY LOADS FORS" PRECASTw] 2" RECESS DOOR U-LINTELS 4 ws•re SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH RUB e916-w eRFto-09 alfl e9r1a-ae eW2aae ew3o-9e ellr6 le erlD-le wm-j ajnar a um -le a929-te waD-le 4'- 4' (527 PRECAST 1635 1749 335S 3240 4340 5421 N93 7567 Iasi 3mm" 3206 4539 e06o 9479 1 IM33 4'- 6' S4 PRECAST 71494 1599 3063 2m 3960 4946 m4 69w 1756 3699 5204 609 e060 9470 IM3 S'- B' (6E' PRECAST 866 920 1770 1716 2277 7A39 3402 39N 1167 ml 4597 9 M17 9311 5'- lOr(707 PRECAST BID ew 1653 IWO 2124 2940 3174 37M 1113 2342 4742 M 7407 a706 6- 8' (SDI PRECAST 797 9D1 lets 3120 5048 7747 9443 7360 901 Ie25 3120 604e 7915 9479 10 7'- G (907 PRECAST 669 755 149D 24S9 m9 5743 723e MU 75S 1490 2459 37n 1 6743 8209 1 9'- 0' (1167 PRECAST 411 46a 9 153e 2253 31M 4091 3149 S26 m 156e 2263 312a 4150 Se91 j) N REB PARENTHESIS VA REDUCTIONS FOR GRADE 40 GENERAL NOTES 0 wIr fQ e• perd Yd . 4000 pl rGeed Gbl - 6000 p re 3 9re14 00Ditstd! • 94ryaI4 s.ra- b se« 9r b0 redree,b Ad aB ea erep4ube 1lDO pl wW pI A991 AMr W fr=kV drew r ASm mis cma m b- nbnfin brlr pr AfNWyCyylW10. U 4r S ab )ad d ` W 6- Yaf 9W969 q0 b t.3TIM 3)) Fte" td mbr W a NO tab 4)1W .,Wm In 9r.dbe.%. bdCda 14 PoWd ,dribs t-r qde 40 50 Alb. ra t. alOdG 7'-6• U-1d A32-1• -W 4 nn< b•0 - 6472 co yydd ebb Ibn44 s/ and r./ u d6. 41941 72 (ail - MCI la rF3 mdh"edr Wd t e, °Era" n'-r «d bow orb r r6 " 166. d4db Wsbs.e6er Nul a Ir rhirrreustfi O Sh" ON WAN a teout 7) 0a 17 Kber NIP be 4WebbUt IV IN F3 Tebbe eMd%rd.d. zd OUT <-40b 6b w er<bvddd 9) 7b. e. 4w r.q w mb swer4r.lee IwA Ime V. "% W bdd b7 hq Lbmdrb ru0B4 ma+ I rd deb d F«q bee w 10) xl . xd bw 11) 9404a rKm - dtd tar to M bMA d Ih bA" of M. Idd 4.1{I7. SAFE LATERAL LOADS FOR E' PRECAST 9ll2" RECESS DOOR U41NTELS 4 am SAFELOAD PLF LENGTH TYPE BRU6 8RF6 RCMU 4'-4' (52l PRECAST 758 1 757 1164 4'-6' (541 PRECAST 694 693 1073 5'-e (681 PRECAST 408 407 655 5-10'(7n PRECAST 382 381 616 6'-6' (on PRECAST 595 788 464 7'-6' (9C7 PRECAST 509 674 363 9'-e (1161 PRECAST 370 490 214 SEE GENERAL NOTE 18 11) IMa w r.,.4<.perM vw • M9 00"a a B. a& b rm.ea.I. n 0etl ed r r 13) IY Nft 4Yt%f of Wdt Nudei b teld.r 4 Iv mmoi was des hw a4y d a® 6pF&W b 0—dwa ien AASW c-m w/ Ar 4M wGq. bebw e4 Oe 4aa4d toon A{9W .NSW be0 A9Od W.." W we "I" bd + we brbesW bd S IA 15) for amp lt. 411d bdpb ad aum, w d. bet IAtb eet but I." &Wft 16) fir Ede br4M 60 emu, m- at. W b.b ad b V9 WO eo,L 17) S." b<ee v- bgdmpa" dmOb Mr 16) $00 bole bud a n9 d doM mYs Mr AO 630.d AO W d) Asdred Wed W apolf <o a .btiad b b M-rq .Id'id r4ilwd tmrtW entry de QbtID dw. be Cdd. Sa uWtA 1dbf. SEE SAFE lAlM LOAD 1AW FOR LW RA1D10 R "RmD cw (" FULL COURSE 1/2' p8 TVKm G2M0 GR60 SAFE UPLIFTLOADSFOR B" PRECAST w/ 2" RECESS DOOR U-LINTELS 4-4-an SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH e9F6-IT eue- 2r w'0- 11 ma- 21 e111'14- I am/- 21 01"11- 1 w1e- W22-11 W22-: eM76- I exne- 2t 000-11 ARF30-21 4'-4' ($ 2,) PRECAST ms M6e 2362 3DS9 3751 4445 140 90 Im 2W 3056 3751 4445 5140 4'-6' (54' PRECAST e17 1604 2272 29D 3607 4275 4943 867 IW4 2272 209 307 4275 4943 8' (68' PRECAST an 1 1797 2326 , 2e54 3382 3911 On 1269 1797 23n TWA 31et 3911 5'-ICr(701 PRECAST am 1207 17490 22SIA 2773 3mj 27s9 am 1773 3m 2720 6'-B' (On PRECAST 570990, 2429 287 3329 570 9e0 2429 2M 33M(90ry PRECAST sw W2= 259259 765 21 2567 290 506 176S 2160 2557 2960 9'-B' (116`) PRECAST 395 1222 1310 1059' 21W39S 13a6 IT01 2019 L111j) THE NUMBERS RI PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE WITH NOTE K 4 aiia gF F212 EE] fr TYPE DESIGNATION ILM f - 11YC9 IWI ismTry / b a %AT IOIWIe 6i UW WIItAF8F16-1 B/IT 1Wllxq 9oa--I L atum 0: Is ImmILL IW40 J EmuwI6RE9N1NiWw L • C.1lLL t. ' lam: rt t. IS WM u 9Dn011 tr I9eLL Usm'r @f4,. 2 b.1 1tyA 9EZ@ am IImR110.19 S ' ACOW I f90mN MO. O'JGEN. 0•" r RramaLtmn PRODIICTRRwcwED r <4esRhk9.. im 0e 9' krA& Be04iy 4310e .. _ ROwernDvisw 0.44 " d"M00% Witt, rim lSsere4 C DwrmcbJa Atetybnn7As / I) /C CF)AIOPARRDFO Imroo7ulo 4 -14 632aCR579 SSb...:.. • ct .• SEFFNETL FL 91554 a ck. era@ire{r n;ivr a/ T aenlli•9Q1e rrl ne lrc1: a CAST—CRETE 8" LINTEL FABRICATION DETAILS n a:ra4si:n Iav ylr, Prn[T1 .Y •'11T`; `lf;c r`.LfYJteti`u iy r L-, m: wi viiii .. y "'' ® •. .. e rara:rrt riy: nl Ti t n: iYi1 V(T.l _ MIAM 1-DADE AUA1Mu-DADS COUNTY PRODUCT CONTROL SECTION DEPARTAI ENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mv v.mlamldade.eov/ctoitomv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder 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 ([n 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 detennined by Miami -Dade County Product Control Section that this product or material fails to Itteet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast Crete) 4", 6" & 12" High Strength Precast aucl Prestressed Concrete Lintels APPROVAL DOCUME, NT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", street 1 of 1, prepared by Craig Pan•ino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parriuo, 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 statrip 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 percor nauce 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 endoisentent 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 Inay be displayed in advertising literature.. Wany portion of the NOA is displayed, theft 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 r-evises NOA 1J 13-0321.07 and consists of this page 1, evidence submitted pages J3-1, 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. JJ // ..// NOA No. 14-0903.03 MIAMIOADECOUNTY f- f/+ 'L^— Expiration Date: 09/11/2018 Approval Date: 10/09/2014 i Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Detalls", sheet I of 1, prepared by Craig Parrino, AE., dated March 24, 2003 and Drmving No. LT4612, titled Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 of 3. prepared by Craig Parrino, P.E., dated Alarch 24. 2003. last revision #1 dated April 28, 2003 both dranvings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4", 6" & 12" Precast Concrete Lbrtels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hannon, AE. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared 41) Craig Parrino, P.E., signed and sealed bat Craig Parrino. P.E. 2, Calculations for Cast -Crete Lintels, dated 05129103. 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Alachine Alade Precast Lintels revised nit AlaaV 1, 2002. 2. Cast -Crete Quality System Manual,for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving No. FD4612, tided "Precast and Prestressed Lintel Details", sheer I of 1, prepared by Craig Parrhno, P.E., dated Alarch 24, 2003 and Drmving Ago. LT4612, tilled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., doled Afarch 24, 2003, last revision dated March 1 I, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Alonre. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Alone. < H616v A. Makar, P.E., M.S. Product Coutrol Uuit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-1 Cast -Crete USA, Iuc- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL h 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast ami Prestressed Lintel Delails". sheer 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing 1\10. LT4612, titled "Cast -Crete 4", 6" & 12" Linlel Sqfe Load Tables", sheels 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003. last revision dated Alarch 11, 2008, all signed and sealed by Craig Parrino, P.E., oil March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. Arone. D. QUALITY ASSURANCE 1. By Miarui-Dade Courrty Deparduent of Permitting. Environment, and Regulalorp Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter front Cast -Crete Corporation, dated Februat), 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. By Alianri-Dade County Depart rrent ojRegulatory and Economic Resorn-ces (ItER). E. MATERIAL CERTIFICATIONS 1. None. Uilfify'A. Mal(ar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cnst-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Draining No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, AR, dated March 24, 2003 and Drawing Aro. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, AE., dieted March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pa»-ino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014. pages 14.201 through 14.236. prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulalmy mtd Econontic Resources (RF.R). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-ont 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. ffe1qfM 4alcar, P.E., M.S. Product Control Unit Supervisor NOA No. 1 d-0903.03 Explratlou Date: 09/11/2018 Approval Date: 10/09/2014 E-3 ASTa RE.w HIGH STRENGTH PRECAST AND4PRESTRESSEDCONCRETEUNTELS TYPE "r TYPE 'A' STIRA L I, %[ 7 elm' D ` Ewaum 4" SOLID UNITEL DATA TABLE ti7.: rr.am rsarvru1 r vrorrmtoc mtt7C' Q jS[Nt.11l o.trtQ'Lf3 Err" 6" PRECAST U-LINTEL DATA TABLE i7iill[iiaorai wpsia r tW, miti-" E3<i®l=mFq=EzEm EZMMF a ff"rnlmtuxr-,l(y, Ur-wo Sriyal r1Cla©L7ry tic nt:: xr:u ma+vm.._ r,avno t Ir*>t r.0navr*-nrrts>.rn, Iraa Z>nnr avr a l •• lrmsantsrYtrasava, iz' mrT.R7tT7r r+rrr>,s xru:=rasarr.c e. it •,IrarrA 3R8.797Tm rgarra' rz70 fravrrnsist•ru.:sr.lrxanr erasatTtvtn' rrts Quit rTn 1t:J ITSrl7 Is.sa o rsrvr trt nr: rr9 srssa rt:rssavtrv a t r1L rssav rsse'a to md--7 wit•r 3irjrArszvrr buy x--.uULL'Stra-L--,ISnmrt,iL^:rsr r oIrm r?' PRFCAST U-LINTEL DATA TABLE tdmro®riz Tr v e+no r rct.utan am v<<rn I c cnn o 1 C tt N1Il311tL-ImirEMEM:L"JLg.1 L at}Im+® to r ocma vEN ^ Dma ev.>t o re,.e):•>,rs:xrtal^ ocmrve F9tire!tarLi r av®raa riavnrtncu rlu!rrr rr rr Ltc;to' rrcv fsrrt t rri.0 rr l ram" rr r o CQi. IL2f r17_!lIDQ7 rLLi^!ITIL Co Liirys`Fnuk L"] rFI I..SL'.'.R1Cli 6riitt7 KrMwwfl"lva mrti:L^ Kr.mw aML iT}C3Ioao Kamtt_arS2,4- 6 dtrY'iOKn=r]iI}lemt::ar},,,,.,umtan>,:, u," imeytrlmum rlgg ngretun wooutmll a rtelmto rot tDMer WMA. "a tmmCRO W OW"00 LAM CAMM7 tt twaWao as Omusu" rrlnWA ra molm" w c"m au -am UM. ML I. nwam M gram 7/31 W AM A % OL 04 .MI 07 M Uumm, gumib . M Z H MW mat . trM to IAgtMAMUA.L WD 7A IOW FWWM W {RWtIM UMDAtWUPSU"M L comom sto cm r.. WM to tot m O "a MO 1t gW r m ON no or Tilt &memo WL rot DUWU - ML OF Moan r...r0. m rgt . w Lwm Mm 9 . 4 WO tY NOIMW* rug ..KCAM MMt A""L WNW M7R am og MQ am m W K rung Stull Lin t mumJP1 rm L4 t11L 0 . Mr. of Mal YM67 I" MWNO tn. rod. 0. 4 Q t I Py' CRAM PARRWD O R 1Q G\t,.` 6n4 CR 579 i; SS`/Muni E..• SEKNMFL 335M ptttnucT eEY1513-tl MmnI7lal' wi1111ii {7Y.ida IdI " W" - o c . 03 Epglroilml7n. Zof g AUAI t art a< am PRECAST AND PRESTRESSED LINTEL DETAILS ION y y Ii[ lolm trSYU-rt oW1Y M: ,tw. ,WLLUt Swt: AS Wn Wlr: 1/7t/6S alfCim n: tttr rASA0. L mlimri ro"12 own S a 11 GENERAL NOTES 1) Iblerl$Is ra r Yceml 6Aal - 3= rd Xlrcrtl2• I.1W-0. rc brad . 700D pd oit mooann a/. Fd aaonada cm oft avaa.Y aAY 41b.- per AS1Y d0 U-nSdean nl arm aaepreasiw 115 . 1660 p n0e pe ASN MIS w -. aaM1-r W M1Y Ci70 OS• Y a f 2) M ad. bad Was based m ft"aten 4 bd. ewi' baesy scat N iedwne ty 9 bb.* 1P Is ho U.a 6 1/2 ud.d. 3) praN$ hA caalo bed ow head pMa 4) Thm mf— is Apr b Kcte b. pt l ntxsm tar F ./ 1 s i Ilu ((AS 2 III6 p6 Icy S) M 6d8 and -tc350 ddbe6ae 1aceb - eo$dt/10 I a b.pe U» b a"" b aldrms aanig 6r PMdo 6•A6p Odd$ S-Iba 166111 ms . 6) Slcn Mad pdeb u r.V.L 7) d• $id 61eb b be Le1a1ed ./ 4• dmwbl hMMW ad r denrmbl ve1'cd. 6) in4baddeA i d rdyd seed ow" ribs W aWaNN S) Thsa by Ida"/" im.•a$rtw aedewI OW looftd ad1 2 4am th. 10) 116. - Ar boded 11) 81 (d OMW "W b M boabd d bM beUae Of U. Nod Cleo. TYPr f1FSIGNAII(N 12rr . raaD ear om /.. u.CD 1 bmm ia liM aem°rl6- 28/2T M i i Leis p+ . JLv n s • Acn61 lY IW16ialL YAOTN a Crum a r cmw a brad rrum12) . midebY s.lid "d•dy a 1*im Md u a Vw mdf b 13) As edrfor wds. of bdrb babel in cheer casesb cams-4 -ab d{ hen oeapp d W. "Gal a acaooq. 1hh yAM C-U6 W o9v ppps.of od4 14) ds bWd be. rab MieaWsas.Awc6ad ('7- old ISM Wa• Ur wnunaodahAppGo •." bad + ## OW bwUaabd bad S ID we - UslbedSebhrlt.aW bed IS) Far orryadb NO bdbhb erb de.0 m .de bad ham and bee t.W them 10 A, NW IWOM cat do.% bar ad. bad bm ra d baled ha¢h des. 17) Sd4 bab m wryabcAmed dw4* b & 16) 5d4 bob sued as rvli.d .ripr e.yab p. AD d6aluand AC 316. 19) Ad""bb. 4NIimal vM. (6dGQ Area Urpboiaw bC S.. " bddo 1/2' CLR TYP-/ 6U8 a m 4S8 mc.ec$ t of a7 in SF32 SEE SWE LATERAL LOAD TAM FOR LOO RATING REEACH ADOMOKAL Q1F0 (UCM h FULL COURSE 15REBARFOR6' LINTELS 15 FEW FOR 12- LINTELS I or GR60 6F8 IN 6F28 6F12 v 6F24 I = isAia>< SAFE LOADS FOR 4" SOLID LINTELS 4-419•I7 GRAVITY LENGTH TYPE 4S8 S-6- (421 PRECAST 1180 4'- 0' (481 PRECAST 959 4'- 8- (541 PRECAST 789 5'- 10'(701 PRECAST 460 6'- 6- (78) PRECAST 360 7'- r (901 PRECAST 260 9'- 4- (1121 PRECAST 156 10'- 6'(1261 PRECAST 116 4A1< 74m- UPUFT LATERAL LENGTH TYPE 4S8 4S8 Y-r ( 421 PRECAST 687 371 4'-0' (481 PRECAST 597 320 4'-6- (541 PRECAST 529 256 5'-10'(70-) PRECAST 407 148 6'-r (781 PRECAST 366 118 7- 6- (901 PRECAST 280 87 9'-4- (1121 PRECAST 187 55 10'-r(126') PRECAST 152 43 12U6 12FB 12F12 121`16 6F16 •" zi__• •` ~''si+• • •may. . • W. 1': Lodi.% e' :. i.,•%. :n.. (•. w.. 0' •, 12F28 12F24 121`20 PRROOUci• IY!visl;n 003 a mooap}d"6-ilh iha Flafd3 Q•CRAm-pbrto1Y !Q•-o C o cc . -NGPARRINO 6 n , c T ? l`''• R10,•• ta, 6324CR$79 'r ;O P 6F20 FSEFFNEC.NO Nub Z n -- . mmCAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES M We OMO-14 o2AlIM 6r AMII AAW® XUL. ILIA if., 3/2A/61 GQC((6 6A Z ANM IL. - tM IM 441501 01AA M U4611 UM 16F 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS m ocoffn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U5 6F8-18 6F12-tB 6FIS-1 6F20-18 GF24-19 6i28-18 SF32-10 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 1957 3633 5050 6148 7227 U97 9357 F-10'(701 PRECAST ' 1067 1260 2198 3557 5734 7227 M7 8225 04 6'-6' (781 PRECAST 949 1078 1831 2850 4328 6737 6297 9357 7'-6- (90l PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 660 1056 1523 2064 2795 3731 5017 10'-611261 PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(136-) PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2008 IS-4-(1601 PRECAST 373 417 646 895 1170 1 1485 1 1852 2285 14'-0'(1661 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4*(2081 PRECAST N.R. 299 455 620 794 985 1195 1l37 B) 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 tea r a..o. SAFE LATERAL LOADS FAR A• PRFCAST Alt INTFI 3 SAFE LOAD PLF LENGTH TYPe BUB 6F8 RCMU S-6- (421 PRECAST 587 1055 596 4'-0' (401 PRECAST 487 787 445 4'-6- (54' PRECAST 416 609 344 V-10'(701 PRECAST 300r36 196 S-6- (751 PRECAST 263 157 7'-0' (90-) PRECAST 222 116 9'-4- (1121 PRECAST 173 74 10'-6'(126') PRECAST 151 276 58 11'-4'(136') PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 13'-4-(160') PRECAST 117 223 35 14'-O'(1681 PRECAST Ill 202 32 17'-4-(208) PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6' PRECAST U-LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-11 6F12-11 6F16-11 6F20-IT 6F24-11 6F28-1T 6F32-IT S-6- (421 PRECAST 1412 2074 2715 3356 3997 462 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(701 PRECAST 851 1222 160D 1979 2357 V36 3114 C-6' (781 PRECAST 723 1097 1437 1777 2117 2457 2797 7'-6- (907 PRECAST 648 853. 1249 15440 184044 2135" 2431 9'-4- (1121 PRECAST 575 WIN 980 1252 1492 1732 IS 10'-6'(1261 PRECAST 514 462m 787 1121 1336p 1551 jI1'-4-(136-) PRECAST 474 404m1 685 985 1213 1442 IZ-O'(144) PRECAST 454 36701 619 Ix 888 w 1093 1299 1506 13'-4-(160') PRECAST 402 308 516 co 736 f, 906 a 1016 1247 14'-O'(168-) PRECAST 368 285 475 677 832 989 1145 17'-4'(2081 PRECAST 253 208 338 476 585 69S 803 i) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 8 R1?P: CRAIGPARRINO GI••' S70NA E?.•' SfFFNFRR 3168C FL.P.E.UC.N0.44751 PRODUCTItuvlss, b aampv%%fmAK Fluridaex1 250nvian uw/ ° oj•oT um1 CAST-CRETE 4"/ 6" & 12" LINTEL SAFE LOAD SAFE GRAVITY LOADS FOR /2" PRECAST U-LINTELS 4wew4ww" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12US IM26 IN12-N IVIS-26 IN20•N 12124-28 IM-26 r2T12-28 S-6' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-T (481 PRECAST 2923 4232 5836 7619 9352 11060 12755 114438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10'(701 PRECAST 1612 2320 3218 5234 807 11060 12755 144 6'-6' (731 PRECAST 1383 1986 2679 4196 6421 10032 12755 144 7'-6' (901 PRECAST 1135 1626 2131 3218 4678 6756 9763 13521I 9'-4' (1127 PRECAST 195 1216 1535 2230 3083 4167 5593 7552 10'-6'(1261 PRECAST 614 1043 1295 1853 2516 3323 43M 5632 01 II'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 474 12'-C-(144-) PRECAST 456 878 1073 1513 2020 2617 3333 4206 IS- 4-(1601 PRECAST 3% 767 926 1294 1709 2188 2743 3409 14'-0'(1681 PRECAST 321 720 865 12M 1584 2017 2451 3106 17'-4'(2081 PRECAST N.R.4514 6314 881 1141 1428 1750 2102 19'-4'(2321 PRECAST N.R J43 477 700 925 1152 130 1609 a C SAFE LOAD PLF LENGTH TYPE 12U8 12P8 RCMU S-6' (421 PRECAST 1295 4841 393 U 4'-0' (481 PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'-10•(7n PRECAST 681 2547 155 C-6- (7n PRECAST 579 2167 123 7'-6' (9n PRECAST 474 1771 914 9'-4- (1121 PRECAST 355 1326 5 10'-6'(1261 PRECAST 306 1143 454 11'-4-(1361 PRECIIST 278 1041 38 12'-0-(1441 PRECAST 260 971 34 13'-4-(1601 PRECAST 229 857 278 14'-0-(1681 PRECAST 216 809 25 17'-4'(2087 PRESTRESSED N.R. 16 419'-4'(232') PRESTRESSED N.R. E6334 130 U) TIE MAMM N FARM M5M AM. KF=ff Mamas Fat - xz uLnMLL CIVIC 10 CM 40 RU /AND MDIIL SIX CDENA NNE Na 4 SAFE GRAVITY LOADS FOR 12" PRECAST wF 2" RECESS DOOR U•LINTELS SAFE LITERAL LOADS FOR tY PRECAST 1rd 2' RECESS DOOR U-UI Cw "144N811 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE URU5 INFO.2812MO- W14- IMS- 12E122- 12tl26- U3d30- 4'-4' (521 PRECAST 25M 2942 5468 7564 9640 11669 13679 15679 V-6- (54' PRECAST 2319 2740 5466 7584 9640 11669 1367 115679 5'-8' (68) PRECAST 1347 1841 3555 6395 9640 11669 13679 1567 5'-10'(701 PRECAST 1259 1758 3361 W54 9358 11669 13679 1S 6'-8' (601 PRECAST 924 1430 2633 4415 6684 1103&6 1257M63807'-6' (On PRECAST 703 1203 2157 3494 5259 7922 962 V-8' (1161 PRECAST 369 843 1451 2157 3203 44270 541 D im NOIMIM N FNNXom AM NaNfm NDUOIN6 CON CM 40 nMD MM MAIL $IX MIM NNE N0. 4 4'-4' (521 PRECAST 4'-6' (541 PRECAST 5'-41' (661 PRECAST 5'-10'(701 PRECAST 6'-8- (aOl PRECAST 7'-8' (90') PRECAST 9'-$' (116') PRECAST SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12" PRECAST U.LINTELS 4CMR.4— SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IN8-21 12F12-2T 12T16-211209-21 12124-IT 12128-211232-2T S-6' (421 PRECAST 2752 4287 5613 6936 8264 9589 10915 4'-0' (481 PRECAST 23M 3721 4872 6023 7174 6325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 T-10'(701 PRECAST 1623 2521 3310 4092 4875 56W 6441 6'-6' (78') PRECAST 1444 22 2972 3675 4378 5081 5714 1 -6' (907 PRECAST 1267t4 1767.,l 25 3194 3806N 4417 5028 9'-4' (1121 PRECAST 1028 117 200 2590 3087 3583M 10'-6'(126 PRECAST 9201 947 16I2 2281 1764 3209 11'-4-(1361 PRECAST 858 829 I404 1982 2441 29 12'-O'(1441 PRECAST 814 753g"o 12690 1788 2201 2616 13'-4-(160') PRECAST 678 633 1057 1485 1826 2169 14'-0-(16S7 PRECAST 622 556 974 1365 1679 1993 1T-4'(208r) PRECAST 434 421 695 964 1182 1402 1623 19'-1'(232 PRECAST 366 3T0 593 817 Q 1002 1187 1372 W 1HE MAIM IN FAMIIIM AM FUCENI MIN IMM M CPADE 40 FELD ADM NAM SEX COIDt11 NOTE Na 4 SAFE UPLIFT LOADS FOR 1Y' PRECAST wF 4" RECESS DOOR U•LINTELS V'AW-tOwn I SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH Iwra IaaurzllOFIII 3692 2583p 4'-4' (521 PRECAST 1626 2655 3746 3458 2417 4'-6- (541 PRECAST 1555 2582 3602 22.36 1 5'-8' (6n PRECAST 1210 2042 2650 2129 155 5'-10-(701 PRECAST 1173 1984 Z 7769 1716 1170,6'-8' 801 PRECAST 1020 1S38 2416 1438 914, 7'-6' (907 PRECAST 904 12264 2163 1011 aBrB' (1161 PRECAST 703 04 771 j 14724 NWQIts N FARMOES6 AM MWO AEOXWS f0N ENS; ' 40 nuo AOom MOLL SIE CE11E0.4L NDrt Na 4 447 O'•T TQQ. F/J CRAIGPARIRW 4 O'R101;.\; W24CR579 4:r3'/n,, Ft G.•' 8EFWM.FL 33584 PROWCtitrvisco WrldinsNtailh 0k 1•lulldahiplb4MCDlfla rcu O-0 O3 ayWbooala 'r/•/ 8 M. m.I naCe ue ,y •i CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES I I I — — " 1.ZV..-a= I mu a CVW I M= m CW UMa i. - Q4 IO. MISF 1 OAMNC:14 UOU SIM 3 O1 31 MIAM I•fDADE MIAMI-DARE COUNTY MUNMi PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209 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 24S67 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations goveming'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 mnnner, 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 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 Parritto, 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 bo 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 H 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 documentation was reviewed by H Imy A. Makar, P.E., M.S. NOA No. 16-0126.03 MIAMMADE COUNTY Expiration Date: 05/21/2017 Approval Date: 04/28/2016 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. F08, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet ].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. Hamon, P.E. C, CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196,45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 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 04/25/96 for #3 rebar by Amerlsteel. S. 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 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 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 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. K'_/A - W' &4KfZ F110ny'A. Makar, P.E., M.S. ProducrControl 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 11. 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 #01-0209.03 A. DRAWINGS 1. . • None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets 1 & 2 of2, 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 AST'ME-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. t - dze: ny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiratlon 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 006-0222.01 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 # 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.F., certifying compliance with the Florida Building Code, 2007 Edition. Higio 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 March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 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 ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, Signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. He A. Makar, P.E., M.S. Product ConttolSection 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. waz'e_ H&W 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 r A=TNO, HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRDOUCT RIiNLNrm to cM 0, V ,Ilh the Floyd. Ba'Idloa cbdr Acccimaittn R. Ul Br 1 70RRd L7/ 32"f BA STIRRUPS IYPE "8" STIRRUPS t h STIRRU' i[413r N7Al N VO YL lB3 SI`X 2 o Ila l a -a O. U SAX. S 3 7 2 a -a 4 0 - a IS -a 0.140 Sal a- S 07 -A O.IS$ f39 7 32 7 32 w 17 -S 4 0 3-r 1 -f O. 7a 1 2 1 -3 IS -2 4 0 4 -t I tl' r 0.164 757 7 2 PAR 1 4to _ 7/32 PAR tl'-L• 5 0 3•-O 3/v 10 ri'-o" 0.200 all 1 3 7/32 WI tl'-Ir a O 3'-10 3 10 W- 0r219 aas la _ 7/32 OAR 23•-I0V a • V-3 I/a" 10 1 c f';(!1/,R Im'0v•tOWtirtSi-1 ii:il'3:Cz]J Y:alaf•1 iHr Wf'I I S YY;ti. T. 7,fu or aomdmla:art:.7 c t rvaat, oa Lm Iar r rnauar>:u:n;er r nru Imi l mal,:arsau.Ir Le vl 4!1.1 vno i1eroesLear fri atlWj:: aaa rites; gs n t1dLJL]G rMaI r Iaaarr-iffl"F MmirSinliu c;1 aet o iJttlf2 7]I.1 9a7 7: ;i1'ial;i.7;I If11Y-IAA rr.rrc i,_-_ •_' 4a.1a vn. uaa. mr •r alaatn 41a •tau udla me • {rNrar4_ IVxaa 1atim r .IN1r oANroNCYe [Acr rAenLltlY utiou i• Ha saw mg&v Irr •r rr•rw. mi Y stl w rl rstrr/ r RES7RE c[d INr[l RrrMma["'6 [AGE AellmaildN YODEL PRECAST U-LINTEL DATA-M fQ` iIfjiri:d>•irs:w;n l n a4r.L•ar : anc•rrna ras i 1J iQtil4 rear rr„t,tlomivAU12Doa3aarE xUFA a:slo a.Faau IE1G7:ItM v tat.I nMa a tr W. Ff i[!Ci1mf F D F"IUVIlft)• d®rdFT7_lmm D07Ar r"CM um rr>saTr z:n®rimr rr•ao Mcnaun-911o lM"[ern KuM rRK=u=W rII:Md EmA cca rat r r6a ume Tan /ROPRRTARr 910011"Im" 4 PROWO I" PROODCT APPROVAL. R a PROIRR[O BY COrf=g LAM AID! CWMI 6 WIWMO OR 04TtauTnO VMNO111 TRr PRIOR MOnrl1 CdyMn Of CAST-CWE USA Or - 1. W_W4M O flRl' 7/32 M AnY AS101 A P4. 0. ICRr 11% TOM ROYIM Of 9TIS M AND /3 RTOY OWL LO ANY ASISI 7/10 WX RLOtSau 4 COte WNION faOY DC11 lO ... cl IMM M-daA710N ramacsm SOUP Of TNDn LROMFOR ® CIA[.• La CYAWU SnAlm ASN 41L - m Or SWAM . 4. TRW TNT t. CONCILtt nnKmat. r.. SOON, Ist raa r NO ICUM act WOM WAM S SUFAM Institute u"1331 r. • 4M f31 M ALL fou MIT I= MUST a am Was. S. to rOONa air PoNrag"Me rWA3 ru a m1Yl rau1N1S roles . O to a ;ry CO T6 of OMMUC VAT K UM OI M al reu4Late tedn tt1R10RC04 CAM a nuPPlwO a Iislalstm TO a[sm ."M Ala NIIal01C rOlu< t ag••• ENS • t , : PRODUCTIth" AM0 u vf•tpl7iy xpeq•FturW3 4' : v nNn410a cod= ATrtphal• Ifo o o3.e2. l' a•IDaa • 2.7G CRAMPARRINO 6324CR579 u a Cl, SEFFNER FL 33m. ntEFL. PE.LIC.N0.447M TInI, CAST— CRETE 8" LINTEL FABRICATION DETAILS rR[ U34 atAlll-1/ 0" n cm "AIM M - tts. M 401a MM 01 TO =11 n x. einrMtrnrme an nuo rltmO. M • M RS 4053 1 MWA M RS SLIQ 1 Q 3 erect: r_nnvr v 1 Hens unR R• PRECAST Jt PRFSTRFSSFn U.LINTELS iesl arn' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6u6 41Fe-0 me -le erit-W OF12-18 ons- 0 916-10 6F2o Oe a WAS e1N-0e efN-le e(2e-® e12e-l6 orm-oe er37-u Y'6' 42 PRECAST 2231 30' 1719 1163 1Em sm 1501 Iml SN9 4605 6113 7647 nN 10a4 IIIN 4'-0' (48 PRECAST 1966 7St1 21si Sete 4em 3901 7034 8107 2693 46m 113 7547 U74 16194 IIm9 4'-6• (5{ .PRECAST 1599 I969 2110 mi 37W 4570 5400 m24 21p un a1U 15Q fqt an4 11m9 5'-4• (64 PRECAST7 1217 1344 1435 190 Ism 3113 36W 4249 INS 3090 SM 7541 7442 0733 1012 5-10•(761 PREGST 1062 11m 1173 1631 tom 2S41 Sold 34a 44s1 an 4360 7148 m3e net sn8 6'-6' (78 PRECAST 908 1236 2171 340 3031 37m 43W seal 1t31 2177 3480 sal exo Ion Nn 7 -8• (90 PRECAST 743 w11 17" Neu w INe 3111 3165 1011 173 2661 San Net 14n 64R 9'-!' (1127 PRECAST n1 Itm 192S 7564 N61 2616 SW 752 1245 1W 2SN In 47W 67m io'-6'(126 PRECAST 47s a em 1247 2033 2771 1103 2Sa NS lost 1533 2013 21e1 3543 4731 I1'-4'(1361 PRECAST 362 bet 9u um 1844 24U 31V 4006 sez 14s tan lab 2423 31t7 4006 1T-O'(1441 PRECAST 337 N6 els Iri4 1m4 2tu mm Sa2 540 in 1254 1614 2193 Im3 ZU 13'-4' 160 PRECAST 296 a1 7ss lore 14te 16a uu 2063 471 7SS 1075 142e 1 lea 2310 2eu 14'-0' ( 168 PRECAST 279 424 Ta 1002 13M 1697 2127 I6a 442 705 I 13M 107 2127 ZW 14'-8'(IW)PRESIRESSED N.R. I@ MR OR MI to MR is 456 70 1370 I= n45 2317 D12 15'-4'(1841 PRESTRESSED KP. M RR RR MI 1e1 I61 4t2 710 1250 It31 2056 UM 253 17'-4-(208' PRESIRESSEO N.R. Mil Nt NR Sip Sn 050 lim 1009 1641 80 39'-4'(232' PRESTRESSED NR. m m MR Mt NA No, to t11 41 750 1431 1282 Isis 1718 21'-4•(2551 PRESTRESSED NR NR NR NR Mt NR NR m 110 340 Ste eas 111418t lug 1468 22'-0'(264") PRESTRESSED NJL lil NA NA NA MR MI 163 315 5m 784 1047 1283 1391 24'-0' (2681 PRESTRESSED NA IR NR 071 00 NR Mt 121 250 4J0 134 6M Ion 12t7 n TINE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 ON SKEET 3 OF I SHEET 3 OF 3 or SAFE LATERAL LOADS FOR eeereat a eeearotallcn a119Rt1 R . aa,F Arn• SAFE LOAD PLF LENGTH TYPE 8U8 8F8 RCMU 3'-6' (427' PRECAST 1025 1024 1590 4'-0' (481 PRECAST 765 763 1309 4'4• ,(541 PRECAST 592 591 1073 5'-4- (64') PRECAST 411 411 745 5'- To` (701 PRECAST 340 339 616 6'-6' (781 PRECAST 507 721 490 i-6' (or) PRECAST 424 534 363 9'--• (1121 PRECAST 326 • 512 230 10'-6"(1261 PRECAST 264 401 180 I9'-4'(1361 PRECAST 26'0 452 154 12'-O'(1441 PRECAST 244 402 137 IS-4-(IGDJ PRECAST 217 324 110 14'-0'(16n PRECAST 205 293 100 14'-8'(176-)PPESIRESSED N.R. 284 91 IS'-4-(184-)PRESTRESSED N.R. 259 83 17'-4'(2007 PRESTRESSED N.R. 194 64 19•-4'(232')PRESTRESSED N.R. 148 52 21'-4'(2%1 PRESTRESSED N.R. 125 42 22'-0•(264')PRESTRESSED N.R. 116 40 24'-0' (288-) PRESTRESSED N.FL 91 33 SAFE UPLIFT LOADS FOR 8- PRECAST 8 PRESTRESSED U4JMTELS 40-40-- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH It gM-Zr 6Fl2-li all -IT 6n6-1T 6F16-21 NW -IT en0-21 VZ4-1( U24-21 6F2hlT 6s78-D 6732-11 IF32-2F 3'-6' (427 PRECAST 1569 26ss 4 4394 20 6132 Ml 1569 2455 3s24 4394 SW 6132 MM 4'-0' (/8 PRECAST 13N 23m sm 3sis 4m sm W79 I.ta 2" 30m 3315 4370 sm 6079 4'-6' (54 PRECAST Iim Z040 2707 un 4043 4711 53)9 u07 2040 rem 33n 40a 4711 S319 5-4• (64') PRECAST 1016 171 2276 te3A 3399 3961 45" 1010 1715 tfl6 2336 33" 3161 4522 5'-10'(707 PRECAST IS6 ' 2593 3147 36m 4133 920 1567 20m 2$93 3107 3620 4113 6 _6. PRECAST ea 14 1 2329 U51 3712 e35 14m 1665 2Jl9 21to 3t51 3712 r-6• (90 PRECAST 727 1 1624 2423 2426 2W 32U tv 1214 1624 2025 2420 ten 3tn 9 -4' (1127 PRECAST tee 11a 1474 less 2157 2WO 591 162 1316 1443 1 1961 1 22" 2619 10'-6-(12n PRMAST 53D Sn 916 1116 1461bA 17460 2011 so 4as mos 1472 A in) A 2055 1 23/6 11'-4•(1361 PRECASTT4N 5a am 1W7 127 1313 Ina 4. 607 1047 Un 1643 SJ 1915 A 2117 61 12'- O'(144 PRECAST ao 430 m fID im 13m 15e5 47o sm ml. IX2 e tuft I 295 ty- 4'(160 PRECAST 4151, m7 7e5 914 1143 1313 428 • 440 710 1139ftj 1413mm1a lea 14'- 0'(1681 PRECAST 3% 5m 724 ew 1054 Im 42s 717 Im 192 107 14'- 8' (176 PRESTRESSED 3m ON 5 0 m2 as 174 1131 39s 463 em 13) uti vx 15'- 4•(184' PRESTRESSED 12- 313 4m 927 76! fn 1054 310 s1s 10e 1 140 166e Ir- 4'(2087 PRESTRESSED2N 405$21 6Y 739 an 308 506 740 I 1271 1473 19'- 4-(=I PRESTRESSED 220 SN 447 17 WI u7 cd 116 263 429 6IJ 41 lm9 1227 21'- 4' (2561 PRWRESSED I4: to 307 30 4m 5611146% 142 232 313 537 ni 9m 1040 2T- O' (2641 PRESTRESSED w 9/ m JA 462 s+c is 137 223 350 13 666 ev I" 24'- 0' (2881 PRESTRESSED t24 110 267 342 41 4492 567 124 2m 319 453 1W M1 7$7 576 SEE GENERAL NOTE NO. 18 ON SHEET 3 OF 3. E PRODUCrRp, NOWED eA ara,urn041 OFF J0 FAc n ry 1RFNTHE56 ARE PERCENT REDUCTIONS FOR GRADE 40 GENERAL NOTE NO. 4 ON SHEET 3 OF 3. EN PRODW. rmi50o wi144MFIa11de TE • * CRIIAWO AIOPA1 Baas 1 6324CR679 D R 1 G •` SEFFNER. R. 33584 IL.P.E. LIC.140.44758 U 111444 T— CRETE 814 LINTEL FABRICATION DETAILS 4 MOO m can "An rt. - as A 4a% 1 Wma w a sm C10 0 6R CM r)AM rL - tm,1A 40a 1 19" Its IN 3MLI 1 Of 3 i SAFE GRAVITY LOADS FOR S" PRECAST w/2" RECESS DOOR U-LINTELS wst 4s416a SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 6Rn-00 W1 69f14-0 Unfl- 8 Mn-w 6RI2648 80730.09 WJS-le W10-1e 611114-1 e10fl6-le 6RF22-16 W25-9e WJO-I 4'-4' (5n PRECAST IBIS 1749 3M 0 4340 421 403 75V I6al 3M 0206 U39 6060 1479 W0693 4'-6' S4 PRECAST7 1494 1588 3063 2992 J058 4946 M4 SM 1756 302 5M Un SM 479 10693 8' (6B7 PRECAST 866 920 I7m 1716 w? 2839 7W2 3986 2401 4567 6769 hl7 9311 5'-10'(T07 PRECAST 61D1653 1600 2124 2649 3174 3700 2342 4242 6639 e9eo 7402 706 6'-8' (807 PRECAS 797I6M511490 3120 5048 7747 0445 73M 1825 J1I0 SD16 7915 84h I 7'-6' (901 PRECAST 6691490 24W MIS s743 n39 3623 24W 3778 743 106 9'-8' (1167 PRECAST 411 411 M 1566 2233 3129 4091 3146 S26 99! IS" 2751 3120 1150 5891 SAFE LATERAL LOADS FOR ml1111eraA•rs9- -Ixe•• nnn-11.1 uurrl e e/ Rm SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU R4, 4'- 4- (521 PRECAST 758 757 1164 4'- 6- (54-) PRECAST 694 693 1073 V- 8- (Sn PRECAST 408 407 655 5'- 10'(701 PRECAST 382 381 616 6'- 8' (801 PRECAST 595 788 464 7'- 6' (901 PRECAST 509 674 363 9'- S' (1161 PRECAST 370 490 214 1) THE NUMBERS N PARDMEStS ARE PERCENT REOUCTONS FOR GRADE 40 • SEE GENERAL NOTE 18 FIELD ADOED REM SEE GENERAL NOTE to 4 GENERAL NOTES 1) Wbderlexr p) UA* •. aaos".w'M 3-I/Y bry rWwu of W 06 b .aaua•ab ft" ed radrde0 and V.dnt. p-. 1 tr341 . 4M 811 rc peon-N Wd . 9000 od re 0•1 . Soo pl b.b w0N91a 13) W idi b adm It W b bMW In CWW p aw ab do ko 4 004V d d,— yt a b —.4.— .0 /61Y W26 diQw wrV'M as0.6 esn4 vr/ .eb 8v A9Y b0 -T n.-n-1 sl an mtprM a o p3 nlsWAS1Ylel0lu .p 0 It) u4bb boa.4 iec61eaW1 .M wYN (t-dy - e ll NSIM quilt-[ bob .Id1 b .l•dd r 11- or mo R-il e9f Ifi 1 QA 130 Y i ! W 270 b nb1M AMU 441a bab. l Ml woeSWW4 . rtlrd bd + Sda brba8l bl t 2) al .A. bd Idle bed a memo 4 Wd nn31d bwVq. Laafaz b beteIr88 A415) Far wpeib 61d W b act SUM m Wb bm tram ml boo, rqN 1m-[ abl SRNtvNh7 0 bM embla) For 41d ba4M ad Oeaa aL aw kW Iwm ad bpad boor! woos 3) R4db 0 oslor bW d hW Wab 17) S.k bdo m ..Wtga l !LAM loofa 4) r a ao•br 11 pnM-k tdrin b pooc•d r.•db. 1r y. h 40 no caad raft. 161 Wo 416 Mad .o ooW.d a-lp -WM WAP S70 .d Ad 3ta i— J, 1'-8' Udd 932-19 tab m boa . aQ3 W o/ 13X n614a1n 4 6{ Wl 1 d1 19) Na7'dn11 Watl bet ap.dl/ ma M abWd aer M Mlamr b paad.9 414•ed Nibu. a earorau msry aide Q10111) aben Ur Y4L S.a daiw bdan: afitOEF6d wbwdY>fa14M Ulf-* .d MS- laab r moN. W 4dkc&L 0coide Sadeo64"1 as e1N fi.Ma m7M6 17 3tso w bbb a reff ad 7) On n n6- moor be msgold hr too 13 nkre, b r M.9of8rOt iotd mI cw* rd0 Ib a100Wrd 8) lb 4UWX q miwto aWwt ut 1do bra W set. boa balm by td6— a"d ra" aebr• I eat 4bQ d Man/ low ok of 10) RSL - ad add 11) Odbr 8dl dltl alr to bo kc1W d So t49om 0 It. add .4. 1/2' CIR T r- SEE SVE UVAt LOAD TAMS FOR LM RATING r`: RFOFMO cw (Mo FULL COURSE 2) / S RM{N CR40 a GM SAFE UPLIFT LOADS FOR S" PRECAST w/ 2" RECESS DOOR U-LINTELS 4MCF4099M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eRFe- if 8AF6- 2t eRFla7 81F16- 21 W14- 1 W4- 21 BRFI6- 1 WIS- VM- 11 WIZ - a R776- I eR726- 27E4943 SAM- 11 4'- 1 (52') PREGLST 80S 7S66 2302 MS 3751 4445 eo$ MS 2382 3M 3751 4443 4'- 6- (54-) PRECAST a? ILA{ ri72 2939 3601 4275 667 Iwo 2M 20 3607 42755,- 8' 6e) PRE ,FAST 675 1 1797 2326 M4 3M1269 1797732528543382V- 10'(70) PRECAST ass 1207ij 1700, 2259 W 2773 3786 to 2M 6% IZU 1746 2299 2773 MIS 9709 6 - 8' (807 PRECAST 570 9h 1 1960 . 2429 26h JS2D 6" 1080 15M 1280 2420 2879 3329 Y- 6` (901 PRECAST 6 7421, 1364' T7-55-P 2146m 266/ 2988 S06 896 1364 1765 21e6 2567 2058 9•- e (1161 PRECAST 395 465t, 654 IM 1510 10"cm 2laCti 395 Soo Ion 1386 1701 2DIo WI J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REE41R SEE GENERAL NOTE NO. 4 TYPE DESIGNATION r- mnmom/U-1R6m 2x= w Mo. can FwxwwIs1¢u9 m y: ti• 8F16- 1B/IT J 11010bL =N a5 I KVA xt610 w iu0tm ri IS REBUT AT IV ITN. O) ROOb Iq/ i' t3FA9 Is EDdt Al Sm OF um 60o1f aet 4 441jr 7- WM P90YM W IBM V44. 1* U1aCOW)IRtrid, mtrAe abtdl K/ CIMPARRNO bmbnOele a 6 1 P:• : amCR579 i• 1rsYO R•' G,4. SEiFFNNER.FL 3m NAL : 4 FL.P.E.LIC. we CAST—CRETE 8" LINTEL FABRICATION DETAILS M Rm [Y- L,=-- /PJ4 -- ma N1( MI!4 OeWIetN i[Me Stllr 4 or CITY OF SANFO BUILDING & FIRE PREVENTI D PERMIT APPLICATIII Application No: 1 3- 34.Lf(o Documented Construction Value: $ Sri 2-5 Job Address: 2.co 2.Co il tGk s Cbv-e Historic District: Yes No ff Parcel ID: Residential [a Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: Aut_:v.bl,rtct -5c2 - CaQ . c6ed - LP-'+ 12-4 Plan Review Contact Person: p(ars s., i lac. bLA ar121 Phone: Fax: Email: Name Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Name Q T ki EJAS , Pb u-n 1o6j Phone: Z -2Lt3 - 3( Street: q-3 Fax: LIb'4- 2-Lf0 City, State Zip: Q,(o- c) o 3 , Zy State License No.: C O Architect/ Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail: Mortgage Lender: Address: 2- WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN VC PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT, FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construe in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pa furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r' w NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that ma be found in the public records of this county, and there may be additional permits required from other governmental entities such as w ter 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 requ ed in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submi al. The actual construction value will be figured based on the current 1CC 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 val le, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida • Date Owner/Agent is Personally Known to Me or Produced ID Type of ID z- 2--2, :- Signature of Contractor/Agent Date Print Con ent's Name 2i 2-- 2-a i Signature of Notary -State of Florida Date H ti'"`ry 4 : PATSUSI r 6fY C0MIVIISSION I 12090„ EXPIRES: August ir,C 80MWTenmNowyPu* 20"p, Contractor/Agent is Pe 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: COMMENTS: Revised- June 30. 2015 ENGINEERING: UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application 9507 State Road 52 123 Miller Road r 9701 Bachman Road Established 1973 Hudson, FL 34669 Valrico, FL 33594 •_, r Orlando. FL 32824 %- vw.RXelty.com 727-863-5486 813.661-0707 407-855-2636 State License # CF-0O2( R.Jr. Ki ELTY Page: 1 Proposal No: 717-13526 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Horses Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Odyssey -1412 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of: $5,925.00 Payment to be made as follows: 400/a Rough In 30% Top Out 300/6 Finish. NET 10 Days Ali materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practioes. Any alteration or deviat from specifications below involving extra costs wU ktexecuted only upon written orders, and will become an extra charge over and above the estimate. agreements contingent upon strikes, ac @ or dela beyond our control. Owner to carry fire omado, and other necessary Insurance. Our workers covered by worker's compensatio ' suranee. G V_ _ /- 1 t (—/ ) AUTHORIZED SIGNATUR THIS PROPOSAL CMAAYY'3BE WWITHDRtAVIN IF NOT ACCFPTEn IN in We hereby submit specifications as4estiffietes for: Master Beth t Shower Sterling Accord 60x34 Base 72270100 White With Wails And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath I Tub Sterling Accord 60x30 71140120 While With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated I Lev • 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 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric vLfl1- EXCLUSIONS Sackfiliing Included For Sevier & Water Only (Slab Backfilling By Others) Bacidlow Preventers Included NO Permit Fees Included Water Piping In: CPVC 40' Sevier Allowance; Additional $12 per foot 40' Water Allowance; Additional $3 per foot Applies to any direct contract between an owmer contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made, outlined above. I agree to pay reasonable attorneys fees court costa in the event of legal action. A monthly service charge of 1 1 /2"/a will be added after days. Any sewer taps deeper than 4 1 /2 feel or requires backhoe or dewatering will be an extra charge. SIGNED: y Zlx ,Y J1 rJ-10 61 , DATE OF ACCEPTANCE & PAGE Branch: Hudson Last Edit By: Last Edit Date: 7/27/2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONa Application No: Documented Construction Value: $ 3(f7Q0 Job Address:clll!) I i ck e.r Ew Historic District: Yes No Parcel ID: Residential Commercial Type of Work: Nt: Addittioln Alteration Repair Demo Change of Use[] Move Description of Work: _ I V I ( ) f 5O dM ss-p,r > >_ , Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information 1 11 hrNamPhone: qM -10-1- i Street: Resident of property? City, State Zip: 0 r% Co ontr actor Information Name, I rn Y C ( IPhone: L- - 0 Street: 8.7-23 . ALA. Fax: /-107 - (DL-1r7 - RG i I City, State Zip: \.t\) I n t 1/ K, rk t 0 3 a %g 9 State License No.: EL oco y .p 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: S" 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 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 required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Si1fnaturc of Contractor/Agent Date C 6 P 'nt ontractor/Agent's Name a=Pa S Aavo a) f I Signature of Notary -State of Florida Date rr pu4 PAMELA S TERNUS Commission # GG 110622 a` Expires August?,2021 w` 1"M tin 64"41 Notary swvk a Contractor/Agent is L Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes El No # of Heads APPROVALS: ZONING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30. 2013 Permit Application TRX-COiJIOT'1" Y TESTING LABORATORIES, INC. J 31 S. Main St Winter Garden, M 34787 PROTECT NO: 407-656-9656 ORDER NO: R=' REEPORTrORT NO: REPORT OF PLACE DEt qsrry TESTS PROJCCT wyi !(h -cw PROCTOR CONTRACTOR 4l cc v 1' }' i—I r Q—S SPFb CATION: REPORTED TO: OPTIMUM MOISWRE: / -z- t % rj r LOCATION: MAXIMUM DRY DENSITY: / D s 13 (c. ` MATERIAL: •'c I F ' DATE TESTED: OG TION DEPTH DRY DENSITY MAX DRY DENSITY Pf RCwr op MOISTURE INCHES lbs. cu. IL lbs. cu. FL fwUX. DENSITY PERCENT N r-::, () -- I I I & L, Z . 916, 7 j ki lU t a 9 c.5 9. r C fob. `I - J 56-3-- 5,7 k fDb' YJ 8 1 scj D r fob. YV, S DIMENSION NOTE: WYNDHAM PRESERVE - LOT 127 Proposed building dimensions SPECIFIC PURPOSE shown hereon ore of the exterior. SURVEY FORMB ARD 3 a N Building Setbacks a Setbacks: Per construction plans for C n W WYNDHAM PRESERVE City of Sanford, v C a Seminole County, Florida. we J n Front = 25' LAKE MARY BOULEVARD V Rear = 20' VARIABLE WIDTH R/W PER EAST LAKE MARY w C 0 Side 5' BOULEVARD R/W MAP COUNTY PROJECT PS-0137 03 e Z 89'42'171E 4ao ' t 10' UTILITY, BUFFER, rLg• 0] WALL & LANDSCAPE EASEMENT (P) _ _ LOT 1271,_ o AREA= 6 in 4,791 S.F. 0 G G,1 ....................... G, LINE DATA TABLE NO. BEARING LENGTH L1 S 89'43'10" W 8.96' L2 N 75*54*33" W 6.42' N O LOT 128 EASMENT() N 54 33" W PCP CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 100.00' Ol V22'17" 25.08' 25.02' N 83'05'41" W C2 125.00' 014'22'17" 31.35' 31.27' S 8YO5'41" E rcr —raa1 agu,men, LEGEND:AOUSSO—Aecese/Drainage/Utilities/SidewalkLB —Licensed usinets BFP—Backflow Preventer Si 9ht Distance Easement S —Survey PRM—Permanent Ref. Monument R Reported PCP —Permanent Control Point O —Description FP&L —Florida Power do Light P —Plat FFE —Finish Floor Elevation O.S. Deed Book Water Meter O.R. —official Records Book 04 —Water Valve P.B.—Plot Book V—Fire Hydrant Pg.—Page RC®=Reclaimed Water Meter Elev. —Elevation RC04—Reclaimed Water Valve Cone. —Concrete Cable Box BP —Brick Paver 0 —Telephone Box SW —Sidewalk ID —Electric Box FFE —Finished Floor Elevation Utility Pole Cl —Curb Inlet Guy Pole9—ughtGTI—Grate Top Inlet Pole P.U.E.—Public Utility Easement Guy Anchor RCP —Reinforced Cone. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride O—Storm Sewer Manhole NCS—No Comer Set (Falls in Water) O—Sanitary Sewer Manhole SF —Square Feel ENWo —Electric Handhole O.U.E.—Orainage/Utility Easement COO —Clean out FMGO—MAG NAIL d, DISK Cv04—Irrigation Control Valve P.K. —Parker Kalon Nail I' —Sign SIR —Set 1 /2' Iron Rod L87768 W04—Cafe water Valve SPKD —Set P.K. dr Disk L87768 Got Meter FIR —Found 1/2' Iron Rod L137768 P —Existing Grade FIP—Found 1/2' Iron Pippa L87768 CI —Blow —off Valve FPKD —Found P.K. Nail d, Disk L87768 • r—Oroinage Flow Direction FCM—Found 4'x4' Concrete 10.0 Proposed Design Grade i10:21—As—Built/ExittinqMonumentPRML87778Gradv Note: Some items in above leaen may not be aoolicable) P. C.IOrder No. a, WYNDHAM PRESERVE i LOT 127 8. 0 PB 81. PG 93) PROPOSED 1 STORY RESIDENCE 1412 ODYSSEY BUILDING LAYOUT NOTE: c ELEVATION - U o Contractor and owner are to verify all GARAGE - RIGHT setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of FORMBOARD any deviation from information shown hereon. FFE= 30.04' LOT 126 Failure to do so will be at user's sole risk. 0 ui f\ 21. 0 5.5' aai w= \ PROPOSED 5' b CONC SIDEWALK o CONC CURB EDGE OF PAV FLICKER COVE c N CENTER 96 50' C 2 Y N 89'43'10" E 290.76' PRIVATE ROAD) PCP SURVEYOR' S NOTES: 1. Current title information on the subject property had not been fumished 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 " X" 5. This Specific Purpose Survey is for the location and elevation of the formboords only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 127, according to the plat SURVEY) of "WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 Public Records, City of Sanford, Seminole County, Florida 555 Winderley Place. Suite 109 This certifies that O v bf/4jLa'horson described property was made unRBr r pupggll iartla l-" sets the Standards of Meitlend, FL 32751 Proctles tat %Ah'- ;ftfida o6rd of Professional Phone: (321) 270-0440 Surveyors dot PAIGPikoapter 5 Florida Administrative Fax: (813) 248-2266 code, pu dnt+ to action 472.62 -orido Statutes. Licensed Business No. LB 7768 CU GeoPoint Surveying, Inc. Ames D. L0 4r...... LS6HuA. PPF.R Drawn: MTP Chocked:JDL P.C.: Data FIe:Br's East -Plat FLORIDA PROFESSIONAL SURVEYOR &MAPPER NO. .......... NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGDate:2/21/17 Owg:ertasonEmt-Inttz7 Order No.: UISM SFAI nF A FI ARIDA I irmi; n 4llRVFYAR ANA SEC. 17 — TWN. 20S. — RNG. 11 F I Field Bk: IF CITY OF SANFORD t ;.. BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: ti ' N qo Documented Construction Value: S 4.238.00 Job Address: 2626 Flicker Cove Historic District: Yes No Parcel ID: 17-20-31-502-0000-1270 Residential Q Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting Plan Review Contact Person: Arionna Rosenwinkel Title: Pre -Construction Coordinator Phone: 407-886-3729 ext. 163 Fax: Email: arosenwinkel@energyair.com Property Owner Information Name STARLIGHT HOMES FLA LLC Phone: Street: 1064 Greenwood Blvd Suite 124 Resident of property? : NO City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 EnegryAir Ct City, State Zip: Orlando FL 32810 Name: Fax: State License No.: CAC1816317 Architect/ Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 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 rcgulati ng construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application v' 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 ofthe property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 3/3/2018 Signature of Contras or/Agent Date Robert Kulp Prin ontractor/Agent's Name 3/3/2018 S rc of Notary -State of Flonda Date Wersonateof Florida r Winkel5orlG147030 w Expires1 Contrgent na ly 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: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: Revised: June 30.2015 ENGINEERING: UTILITIES: WASTE WATER: FIRE: BUILDING: Permit Application WORK ORDER il-k w. 2zanr, Date: 11/20/2017 Subdivision I Phase I Bid I UU I Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 127 2626 Flicker CoveADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford IFL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip 1412 SModel/Bldg: Order Taken By: Job Contact: S Woolwine Equipment Brand: Carrier 14 Seer Heat Pump A/H-1 or Furnace FB4CNP030L00 R-410a A/H-2 or Furnacc Job Phone: 4077301311 Heater or Coil CE2401C05 Heater or Coil Date Requested: Date Required: CU-1 CH14NB03000G T'Stat: TH6220D1002 Filter Base N/A AHU Location 1st FI Int Closet CU-2 T'Stat: Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficiency A/H-3 or Furnace A/H-4 or Furnac( MUST BE ACCURATE AND COMP Heater or Coil Heater or Coil Bldg. Permit# 17-3646 Township: Sanford CU-3 TStat: Filter Base CU-4 T'Stat: Filter Base AHU Location AHU Location Incl. on Builders Permit No Efficiency Efficiency Zoning Brand: Honeywell/Johnstone Vent. Damper Yeiwmo» otyEAIPullsPermit: Yes Builder calls inspection: Yes EAI calls inspection: No Zone Kit #1 Zone Kit #2 Thermostats ZD1 ZD2 ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 B Pass Damper #2 ZD7 Qty Yes No Qty. Yes No Grs.Stamped Stl. 10 X Flue Pipe: X Grs.Stamped Returr 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alun 1 X Elect. Air Cl. X Kit. Hood Duct X Conc. Slab: X Kit. Down Draft Duct X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department Job # Invoice Due Date: Estimated Estimated Task - Description 03-Fabrication Labor Hours Cost 2.42 30.49 Rou hin $2.084.00 18.76 281.3304-Installation Labor 06-Piping Labor 6.13 104.13 Trim $2,084.00 14-Kitchen Vent Trim 1.017.0102-Materialfrax 01-Equipment/Tax 1,339.77 Permit $70.00 80.0009-Permit/Other 1.14 14.32011-Delivery Labor 20-Pull Material Labor 2.27 28.65 Total Contract: $4,238.00 2.50 42.5012-StartupLabor Job M Starlight - Wyndham Preserve Performed for. Lot 127 - 1412 UR Sanford, FL 32773 Level 1 RA SA lower pantry ceing to 8' COMP45Cru Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 wwwenergyair.com GRenner@energyaircom AMU Closet AHU Stand Scale: 1/8" = IV' Page 1 RightSuitem Universal 2017 17.0.28 RSU17012 2017-Nov40 10:15:33 m Preserve\Lot 127 -1412 URrup L,. ENVIRONMENTS FOR dD SITE 10: 370162 LOT:127 BLOCK HOUSE 2828 STREET: FLICKER COVE CRY: SANFORD STATE FL 23P: 32771 COUNTY: SEMINOLE ACCOUNT& 909STAFL BUILDER: STARLIONT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: HOP 101102017 PROGRAM: HERS1100% TESTER: EFL IECC: 2009 CLIMATE TANS PROPERTY OWNER: PROPERTY ADDRESS: 2820 FLICKER DOVE, SANFORD, FL 32771 TEST: BLOWER DOOR RESULT, PASS TESTER: Oave Rovells DATE: 05292019 TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Anie Access Panty(fully asketed and Insulated X 5.2 ANC drop -down Stew(fully asketed and insulated X 5.4 Recessed Lighbrig Futuna (ICAT labeled and sealed to d tl X 5.5 VVA "ouss Fen insulated gasketad to the opening X 7.3 Fresh air vanblsban IMtatled Per PMgr&M a ea X slower DOW 80 Ta a1 B0 AeWal R-- Pi... - T—t BUILDING ORIENTATION PROGRAM VOLUME U. CODE VOLUME (CU.Fn PROGRAM SHELL 0. CAGE SHELL S 150' WA 13,173 0 0 PROGRAM CFM 50 CODE CFM 50 PROGRAM ACH 50 CODE ACH 50 PROGRAM of emu CODE of 8M1 0 11,537 7 1,093 4.95 Ma, 0 Mal Bdlm 0 Bdtln 2 0 Sdrm 31 0 Bdmt 6 1 0 Rm 1 1 0 RM31 0 1 Dow 1 0 Sdtm 4 0 Rm 2 0 CO 0600 n Enegg SWOuatlhd ApplIonces7 EBklaM Llpft P ? 80 or t. Of Mardwred Lights Must Be CFL Or LED Lbw flow Fautatee, Talft etc? PrograffirraW TMmmolat? X Codtlled Oman Program LoW Retplreo Vlawl Inspecdon ea eA iile 1 Symm ram Leeatlon Mons illift er Norm Model 01 Model 02 YotYl 03 Model 04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM I MVAC OUTDOOR OUTSIDE CARRIER CH14NB030 UNIT SYSTEM 1 MVAC INDOOR COIL SYSTEM 1 HVAC AMU (MEAT INTERIOR CARRIER f04CNP010PUMP SYSTEM FURNACE SYSTEM HVAC OUTDOOR SYSTEM 2 SYSTEM 2 PHVACOUTDOORSYSTEM SYSTEM 3 SYSTEM 3 MVAC INDOOR COIL SYSTEM 3 HVAC AMU (NEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 MVAC INDOOR COIL SYSTEM 1 HVAC AMU (HEAT PUMP QUILO1NP RVECIPWATIOMS BUILDING CHARACTERISTICS AS DESIGN -VALUES ASBUILT -VALUER COMMMENT 8OF 13EOROOMS 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 ODOR RESULT: PASS TESTER: Oar Rwe9t DATE: 052MIS BUILDING SPECIFICATIONS CHARACTER' I'll PROGRAMMABLE THERMOSTATS (PRIF) A8DEQIG •VALUEB ABBUILT•VAWES YES COMMMEM WATER HEATER TYPE(PROF) 369MI+'.'',r='(CONV'EPI IONAL$x'?: WATER HEATER FUEL TYPE PRIF 1 T.* .' '' )'L; . ' i0 F' ' ' Y ^'` ELECTRIC WATER HEATER SIZE, EFFICIENCY S LOCATION PRIF INFILTRATION HOUSE LKG ACM REM NA-il k Ht :1.95 CI : 4.95 ACH 50 Pnul$ FRESH AIR VENTILATION TYPE PRIf I 1: ' AIR CYCLER ' VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL REM NA NA VENTILATION FLOW REOUIRED REM NA NA VENTILATION EQUIP, RATED CFM REM NA NA VENTILATION 0 OF FANS REM NA NA VENTILATION TIME - MRSIDAY 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 SPECS PRIF INTERIOR % OF CFL'S PRI DISHWASHER PRI REFRIGERATOR PRIF FOUNDATION TYPE PRIF SLAB TYPE PRI 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 I BUILDER REQUESTED BLOWER DOOR ONLY TO EXPEDITE YEAR ENO CLOSINGS 105129201E I l FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 2626 Flicker Cove Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 2626 Flicker Cove (Lot 127) Jurisdiction: Cond. Floor Area: 0 Cond. Volume: 13173 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): 1093 Cinnla nr Multi Pnint Tact data HOUSE PRESSURE FLOW: 1 50 Pa 1093 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: 60 EgLA: 142 ACH: 4.98 SLA: ACH(50) ' : 4.98 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. Digitally signed by Dave Revelle Date: 2018.05.29 11:17:29 EDT rI , HomDavee Se ices, Oe. O=TopBuild J Home Services, OU, EMAILADDRESS=dave.revelle Signature: Otopbuild.com. C=US Printed Name: N/A Date: 05/29/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing Topeulld the opportunity to Provide the above services for you. Please feel free to Contact me with any Questions 10/26=17 370162EFL FINAL BOUNDARY SURVEY VI/YNDHAM PRESERVE - LOT 127 0 o N 3•`" o II CL Building Setbacks a°a 0 1 Setbacks: Per construction plans for WYNDHAM 0. Co n N W PRESERVE', City of Sanford, 10C4 L, Seminole County, Florida. 0 .. Front = 25' LAKE MARY BOULEVARD 0 V Rear = 20 Side = 5' VARIABLE WIDTH R/W PER EAST LAKE MARY 0 p BOULEVARD R/W MAP COUNTY PROJECT PS-0137 Z F/R 89'42'17'E 40.01104.0R 01 0 m00 LO' UTILITY, BUFFER, m WALL & LANDSCAPE CONCRETE WALLEASEMENT (P) LOT 127 A/ PADUIDAREA = 0..------ 5.511 5.5, 21.0 a. WYNDHAM PRESERVE e.o ' i LOT 127 cc 11 PB 81, PG 93) LINE DATA TABLE NO. BEARING LENGTH L1 S 89'43'10" W 8.96' L2 N 75'54'33" W PCP LOT 128 10. JJT N ,5-54 33" W CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C 1 100.00' 014'22' 17" 25.08' 25.02' N 83'05'41 " W C2 125.00' 014'22'17" 31.35' 31.27' S 83*05*41" E y"' "`•"` LEGEND:AOUSSO-Access Oraina a Utilities SidewalkLB-Ucensed usiness / 9 / / BFP-Backflow Preventer Sight Distance Easement S -Survey PRM -Permanent Ref. Monument Reported PCP -Permonent Control Point 0 -Description FP&L -Florida Power do Light R P -Plat FFE -Finish Floor Elevation 0. . -Deed Book Water Meter O.R.-Official Records Book 04-Water Valve P.B.-Plat Book Cr-Are Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RCP4-Reclaimed Water Valve Cone. -Concrete C -Coble Box BP -Brick Paver m -Telephone Box SW -Sidewalk EI -Electric Box FFE -Finished Floor Elevation O-Utility PoleCl -Curb Inlet Guy Pole GTI -Grate Top Inlet GrY Light Pole P.U.E. -Public Utility Easement E-- -Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Falls in Water) 0 -Sanitary Sewer ManholeSF -Square Feet ENNo -Electric Handhole O.U.E. -Drainage/Utility Easement FMGD-MAG NAIL & DISK COO -Clean Out P.K. -Parker Kalon Nail XVD4-Irrigation Control Valve a -Sign SIR -Set 1/2' Iron Rod L87768 WD4-Gate Water Valve SPKO -Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod L87768 111-Existing Grade FlP -found 1/2" Iron Pippe L87768 0 -Blow-off Valve FPKD-found P.K. Nail &Disk L87768 -*i---Drainage Flow Direction FCM -found 4'x4' Concrete 1100..00 Proposed Design Grade Monument PRM L87778 -M-As-Built/Existing GradNote: Some items in above leaen manot he onn ienhle yuescrlptlon I Date I Dwn.l Ck'd I P.C. I Order No. 1 STORY RESIDENCE 2626 FLICKER COVE : GO FFE= 30.04' O LOT 126 5. 51 0 0 PORCH w N CONC WALK 21. 0 5.5' r' N toO ZL R 0 CO 1, 9 C L1 t,. l 5' CONC c SIDEWALK o. CONC CURB o FLICKER COVE o EDGE OF PAVEMENT N CENTER C2 96'N LINE 50' RIGHT—OF—WAY pCp N 89'43'10" E 290.76' PRIVATE ROAD) PCP SURVEYOR' S NOTES: 1. Current title information on the subject property had not been fumished 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 plat 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. SURVEY NOTE: No SOD at time of Survey 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 127, according to the plat of " WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 Public Records, City of Sanford, Seminole County, Florida Last Date of Field Surve . 5 25 2018 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chapter 5J-17. Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472.027. Florida Statutes. GeoPoint Surveying, Inc. JwKes D. LALS6915 Drawn: MTP Chocked:JDL P.C.: Data File:&bmEadt Plot L SURVEYOR &MAPPER N0. S FLORIDAPROFESSIONAL ................ NOT VALID WRHOUT THE SIGNATURE AND THE ORIGINAL Date: 5/30/18 Dwg: &%-fmt-latl27 Order No.: USED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Fleld Bk: