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3713 Saltmarsh Lp 18-993 (2)
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 DATE: February 16, 2018 s-to Le BUILDING APPLICATION #: 18-10000126 BUILDING PERMIT NUMBER: 18-10000126 UNIT ADDRESS: SALTMARSH LOOP 3713 17-20-31-502-0000-1320 C2 (pSCP it TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INV LLC ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: WYNDHAM PRESERVE / LOT 132 / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPE..............DIST_____SCHED____._RATE___.__UNITSTYPE ROADS - ARTERIALS CO -WIDE ORD Single Family Housing ROADS - COLLECTORS 705. 00 1.000 dwl unit 705.00 FIRE SinRle Fa ily N/A Housing 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housing CO - WIDE ORD 54. 00 1.000 dwl unit 54.00 Family PARK Housing 5,000.00 1.000 dwl unit 51000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHANCERTIFICATE OF O CQCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW COPIESOFRULESEGOVERRNINGSAPPEALS MAYNTY BE PICKEDUP, OR REQUESTED, FROM THEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 ,) HOBIYEIOBEREOHERPLFOFDHEATECONT TYUILLD DNGPRMT NUMATT+OETOTISSTTEMENT. THIS STATEMENT 1 ISSUED WITHIN 60SCALENDAREDAYS VALID EBDATEIABOVERMIT IS NOT \ O Jb 197 2 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F88 2 2 2016 Application No: — 6(4. Documented Construction Value: S Job Address: 3`1 13\t-nnaYah L.co D Historic District: Yes No Parcel ID: 17-20-31-502-0000-132,0 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? : 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 Fag: 407-647-0700 State License No.: No CGC1522347 Architect/Engineer Information Name: Mulhem & Kufp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp-com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SPfE 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: 5i° Edition (2014) Florida Building Code Revised: June 30, 2015 13 3 D !N Permit Application im % NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there -may. be..additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name fM Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 49 6__ 011 -\,-It Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Urlt . `Ma4n4-9-- Mature of Notary -State of loridShayAe M gel Date NOTARY PUBLIC r(_, —STATE OF FLORIDA S\ Commit GG113111 y 1, %:YAires 6/21/2021 Contractor/Agent is VPersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electrical( Mechanical [r Plumbing® Gas Roof Construction Type:_ V& Occupancy Use: Q. % Flood Zone: i-!5 Total Sq Ft of Bldg:IZLSO_ Min. Occupancy Load: Iq # of Stories: 2 Ara t pMd> New Construction: Electric - # of Amps Plumbing - # of Fixtures T7 Fire Sprinkler Permit: Yes[] No Y # of Heads Fire Alarm Permit: Yes NoR] APPROVALS: ZONING: S UTILITIES: WASTE WATER: ENGINEERING: V4TC. 3'1 WhIRE: BUILDING: %' 3.3'7• 18 COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. yL.9 ° 1e ity. ZlL1 D JSeoVtr'4 _ v, CCSZ Revised: June 30, 2015 .. Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D: F Ea 2 t 2013 Application No: Documented Construction Value: S Job Address: ' 3`11 3 o D Historic District: Yes No Parcel ID: 17-20-31-502-0000-132,0 Wyndham Preserve Lot Residential ® Commercial Type of Work: New ® Addition Alteration LJ Repair LJ Demo LJ Change of se ove 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 Fag: 407-647-0700 State License No.: Architect/Engineer Information Name: Mulhem & Kulp Phone: Street: .20 South Maple Street, Suite 150 Fag: CGC1522347 215-646-8001 City, St, Zip: Ambler, PA E-mail: sives@rnulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMNCEMENT 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 COISfENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstruction 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: 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 be found in the public records of this county, and there.may. be.Additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date 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 a, -1 Dl-1$ Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name UQLL `1VOWA 9- Mtureof Notary -State of Florid el Date ShayrMa9NOTARY PUBLIC e •; 1n• STATE OF FLORIDA Comm# GG113111 w1ires 612112021 Contractor/ Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: / 7 3 / WASTE WATER: FIRE: BUELDING: Revised: June 30, 2015__._._ r_ . _ __ __..._... _ . W_ _ Perrnit.Application.. _ _ . P19o»= 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: 3713 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1320 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: 0 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) O FC A SO Y Flood Zone: X Base Flood Elevation: nua Datum: nua FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-993 Reviewed by: Michael Cash, CFM Date: March 1, 2018 1 0 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & J 9 Y11 1-, Landscaping i11 Right -of -Way www.sentardn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over.100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat dearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbdoniuu ft 1. Project Location/Address: 311.3 `. & O c>r .rrd ; — 3 a"7 -7 3 2. Proposed Activity: Q Driveway FX_J Walkway Other. 3. Schedule of Work: Start Date Completion Date D Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This applicatio ' ubmitted by: Properly Signature: Print Name: ('Y Krrr f Address: 1064 Greenwo vd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: shayne.manee1tkMdwme&•=n Date: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes 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 property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read nd u de tend the above statement and by signing this application I agree to its terms. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 3-1-20(6 Date: November 2015 R[1w tisa mrfu nrlr REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: A-la-10. Project Name: Wyndham Preserve - Lot I3A Project Address: 3'113 Se.trw rs. 'Sanford FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 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 j urisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print Name of Owner/Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print N e of Ge ctor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # dt EasEerbro k Print Name of El. Contractor ignature of El. Contractor 62 00awp 0 El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on _/ / Rev. 02/10/13) MUTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 2,-lal-1% I hereby name and appoint: ,Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 9' The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Seminole CGC1522347 The foregoing instrument was acknowledged before me this day of J rq200 & by Robert Willets who is arfersonally known to me or In who has produced as identification and who did (did not) take an oath. Shayne Mangel Y PUBLIC STATE FLORIDA t;omm# GG113111 E 19 Expires 6/21 /2021 Rev. 08.12) lI i f P& (Y`QrQej Print or tye name Notary Public - State of Commission No. My Commission Expires: THIS INSTRUMENT PREPARED BY: AM I LA-CLy °1I11I IN 1111 Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 GRANT NALOY r SEMINOLE COUNTY Lake May. FL 32746 CLERK OF CIRCUIT COURT i1 COMPTROLLER SK 9074 P9 1262 (IPss) CLERIC'S a 2018016838NOTICEOFCOMMENCEMENTRECORDED02!13/2018 10:59:03 AM RECON11 % FEES $10.00 State of Florida RECORDED BY hdavore County of Seminole ( Permit Number. i Uj `6I3 Parcel ID Number. 17-20-31-502-0000-132%C 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) Wndham Preserve, PB 81 Pgs 93-102. Lot 132, Address: 3'1 l3 Se.-r,r,.rsti-, cp , ,r`..,.a K.. 3ZL-1-T3 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 (rf other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persona within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Llenors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury,) declare that I have read the foregoing and that the facts stated in it are true to =tnowledge and belief. s,&ignehee Owner's Printed Name Florida Statute 713.13(1)(g):' The owner must sign the notice of Commencement and no one else may be permitted to sign In hie or her stead f.....LLJ Y 3 If tJ State of County ofmll The forett '' Instrument was acknowledged before me this day of V nu r 20 a a by ( < Who Is personalty known to me Z r- Name of person making statement a 4' L7 4 J LL OR who has produced Identification type of Identification produced: Shayne Mengel NOTARY PUBLIC O Y1-4 STATE OF FLORIDP. 0 8 0ag0 Comm# GG113111 Y a LUME r. ExPires M1 f?n? signature W v a& m e THIS INSTRUMENT PREPARED BY: 1 LA`CLY Pare: StarQ htHomesFlorida LLC GRANT MALOY SEMINOLE COUNTY Address 984 GMeMM9 INN Celt" 12A CLERK OF CIRCUIT COURT & COMPTROLLER site Mary n z7r OK 9074 Ps 1262 (1Pss) CLERK'S Y 2018016838 NOTICE OF COMMENCEMENT RECORDED 02/13/2018 10:59:03 AM RECOf;I: NG FEES $10.00 State of Florida RECORDED BY hdevore County of Seminole Parcel ID Number: 17-20-31-502-0000-1 a Pemdt Number. The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance withChapter713, 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 PS 81 Pgs 93-102 Lot 13a Address: Sri 13 S4{-m m •--- 3 113 GENERAL DESCRIPTION OF IMPROVEMENT: 1`nnv4nno-4 Ntcw RFR OWNER INFORMATION: Name. Starlight Homes Florida LLC Address: 1405 Old Alabama Road Suite 200, Roswell GA 30076 Fee Simple Title Holder pf 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 De serves as provided by Section 713.13(1)(b), Florida Statutes. Name: Kn e Address: In addition to hhnself, Owner Designates NA of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true to the b t tnowledge and bellef. t ct el l or ca e owners Printed Nemo Q Flodda Stduta 713.13(1)(a)"The owner mutt elan the nottee or oommencement and no one ebe may be petmeted to daft In hb ar her stead' R r - C-f a5y P p\1 4AW,A_n" .' C) state of County of 1 The foragolnQ Instrument was dayf\ c i c t y Is known to meWhopersonally No or Penton metdna atotamard OR who has produced Identification type of Identification produced: Shayne Mange' NOTARY PUBLIC W ' c, STATE OF FLORIDit Rt r— cr. c . W a Comm# GG113111 i ,n"iFl T ,e Exttlres p;Pj112(12' Stana'u e REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60. Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence IY7\ v I z Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Inspecti Description Plumbing Underground Plumbing Tubset Plumbing Sewer ffOf ' Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 132 - 2121 UR Builder Name: Starlight Homes Street: 3713 Saltmarsh Loop City, State, Zip: Sanford . FL, 32773 Permit Office: Semi ole Count ( Permit Number: - 7 3 UOwner:rl i` i-1o ro s Design Location: FL. Sanford Jurisdiction: County:: Seminole(Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(2379.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1236.00 ft' 3. Number of units, if multiple family 1 b. Concrete Block - Int Insul, Exterior c. Frame - Wood, Adjacent R=4.1 912.33 W R=13.0 231.00 ft' 4. Number of Bedrooms 4 d. N/A R= ft, 5. Is this a worst case? No 10. Ceiling Types (1264.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1264.00 W 6. Conditioned floor area above grade (ft') 2121 b. N/A R= ft' Conditioned floor area below grade (ft') 0 0• N/AR= ft 11. Ducts R W 7. Windows(191.4 sgft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 424.2 a. U-Factor. Dbl, U=0.34 150.42 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl. U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A fta SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: NU, ft: a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.258 14. Hot water systems 8. Floor Types (1sgft.) Insulation Area a. Electric Cap: 50 gallons264.0a. Slab -On -Grade Edge Insulation R=0.0 853.00 ft' b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 411.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/ Floor Area: 0.090 Total Proposed Modified Loads: 62.25 PASS TotalBaselineLoads: 63.99 1 hereby certify that the plans and specifications covered by Review of the plans and STgrF thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis01gHE Code. calculation indicates compliance PREPAR D BY' - with the Florida Energy Code. Before construction is completed M,,,?•.' ';. ,;, t u1 a - t CA DATE: this building will be inspected for compliance with Section 553.908 c I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ Code. COp,v Wr OWNER/ AGENT. q:n BUILDING OFFICIAL: DATE: DATE: 2'7 • / Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/ 22/2018 9:27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot 132 - 2121 UR Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2121 Lot # •' ' - 132 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3713 Saltmarsh Loop Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City. State. Zip: Sanford . Family Type: Single-family FL. 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL. Sanford FL ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2121 18203.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 853 7932.9 Yes 5 0 1 Yes Yes Yes 2 Floor 2 1268 10270.8 No 0 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab On -Grade Edge Insulatio Floor 1 97.8 R 0 853 ft2 0 0 1 2 Floor over Garage Floor 2 ---- ---- 411 ft2 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1414 ft2 Oft, Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1264 ft2 N N 1/22/2018 9:27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-201 Z CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1264 ft' 0.1 Wood WALLS Adjacent SpaceP Cavity Width Height Sheathing Framing Solar Below tot TA W211 TVpa R-Value Ft In Ft In Area R-Value Fraction Ahspr GraA 1 E Exterior Frame - Wood Floor 2 13 49 3 8 0 394.0 ft' 0 0.25 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 33 3 9 4 310.3 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 28 0 8 0 224.0 ft' 0 0.25 0.6 0 4 N Exterior Concrete Block - Int Insul Floor 1 4.1 7 9 9 4 72.3 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 49 3 8 0 394.0 ft' 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 28 9 9 4 268.3 ft' 0 0 0.6 0 7 S Exterior Frame - Wood Floor 2 13 28 0 8 0 224.0 ft' 0 0.25 0.6 0 8 S Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 4 261.3 ft' 0 0 0.6 0 9 N Garage Frame - Wood Floor 1 13 24 9 9 4 231.0 ft' 0 0.25 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Floor 1 None 39 3 6 8 20 ft' 2 N Wood Floor 1 None 39 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 2 N 3 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 3 N 3 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 3 ft 0 in None None 4 N 3 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 5 ft 0 in None None 5 W 5 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 6 S 7 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 7 S 8 Wood Double (Clear) Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 11 ft 0 in None None 8 S 8 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 11 ft 0 in None None 9 S 8 None Low-E Double Yes 0.34 0.26 N 15.4 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 411 R' 411 ft' 64 ft 9.3 ft 0 1/22/2018 9:27 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM RQ05-2017 INFILTRATION Scope Method SLA CFM 50 „ EtA; EgLA ArH ., ACH 50 1 Wholehouse Proposed ACH(50) 000382 2123.8 116.59 219.27 .3431 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 drn 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None R2 DUCTS Supply — Location R-Value Area Return — Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 424.2 ft Floor 2 106.05 Prop. Leak Free Floor 2 --- cfm 63.6 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y CoolingJan Feb Mar Heatinf X Jan f XIFeb m Mar Venting [ Jan [ Feb X Mar Ceiling Fans: A r n Jun JXJ Jul rl Aug Se wApriimaaMyJunJulAugSepJun Jul Aug Sep Oct Nov Oct X Nov Dec Dec 1/ 22/2018 9:27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 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 " 7a- ' 78 76 ' ' 7c7 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 73 0 0 1 - Electric Heat Pump 1 - Central Unit 1/22/2018 9:27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM 14405-2017 ENERGY PERFORMANCE LEVEL (EPL) It.. .- . .. T. ,.. - DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor. Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A 3713 Saltmarsh Loop, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1236.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 912.33 ft' 1 c. Frame - Wood, Adjacent R=13.0 231.00 ft° 4 d. N/A R= ft' No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1264.00 ft' 2121 b. N/A R= ft' Area c. N/A R= ft2 150.42 ft' 11. Ducts R ft' a. Sup: Attic. Ret: Floor 2, AH: Floor 2 6 424.2 41.00 ft' 12. Cooling systems kBtu/hr Efficiency ft° a. Central Unit 36.0 SEER:14.00 Insulation R=0.0 R=19.0 R= ft' 13. Heating systems a. Electric Heat Pump1.000 ft. 0.258 Area 14. Hot water systems 853.00 ft' a. Electric 411.00 ft' fta b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: ,, I , -yv% n ., Date: . Is I Address of New Home: -?-*i3 . OQ City/FL Zip: SJ kBtu/hr Efficiency 36.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat O, -tHE STgT V ll. •• Foo Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/22/2018 9:27 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA w•w . a tag- •r a •,., Project Name: Lot 132 - 2121 UR Builder Name: Starlight Homes Street: 3713 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford . FL. 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped ceiling/soffityppg /soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind ninino and w4rina- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. ElectricaUphone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire or*nkler cover Mates and walls or ceilinas. a. in addition. inspection of log walls shall be in accordance with the provisions of ICC400. 1/22/2018 9:27 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM 14405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION u , 4.1 Envelope Leakage Test Report Performance Method Project Name: Lot 132 - 2121 UR Builder Name: Starlight Homes Street: 3713 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford. FL. 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 2121 sq.ft. Cond. Volume: 18204 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. and 6. Supply and return registers. if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: ZT<i:1l Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: o -tHE sraTF NCO 1/22/2018 9:27 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method J FLORIDA ENERGY EFFICIENCY CODE w.. FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 132 - 2121 UR Builder Name: Starlight Homes Street: 3713 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford. FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (On,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2121 House Duct Total Conditioned Floor Area) System Leakage On,out)' Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /22/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 4%0 qHE So'° n f „aln;, o i, • a'. WE 1/22/2018 9:27 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsoft• Project/ Summary Job: Starlight -Wyndham Date: 4/18/2017 Entire House By: Energy Air, Inc Plan: 1802 S 5401 EnergyAir,'Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyaircom Web: www.energyaireom Project Information For: Lot 132 - 2121 UR, Starlight Homes 3713 Saltmarsh Loop, Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 13698 Btuh Ducts 2634 Btuh Central vent (73 cfm) 1901 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 18232 Btuh Infiltration Method Construction quality Fireplaces Area (ft2 Volume (ft') Air changes/hour Equiv. AVF (cfm) Simplified Semi -tight 0 H Coolin 2b14i 2149 18223 18223 0.22 0.11 67 33 Sensible Cooling Equipment Load Sizing Structure 17437 Btuh Ducts 3098 Btuh Central vent (73 cfm) 1405 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swin multiplier 1.00 Equipmen?sensible load 21940 Btuh Latent Cooling Equipment Load Sizing Structure 1989 Btuh Ducts 654 Btuh Central vent (73 cfm) 2158 Btuh Outside air Equipment latent load 4801 Btuh Equipment Total Load (Sen+Lat) 26741 Btuh Req. total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000B Cond CH14NBO360000B AHRI ref 8068612 Coil FB4CNP036L AHRI ref 8068612 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 23100 Btuh Heating output 33800 Btuh @ 470F Latent cooling 9900 Btuh Temperature rise 29 OF Total cooling 33000 Btuh Actual air flow 1070 cfm Actual air flow 1070 cfm Air flow factor 0.066 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 29 OF Backup: Input = 5 kW, Output = 17616 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jan-22 09 14 08 wrightSoft• Right-Su@eO Universal 2017 17.0.28 RSU02SU Page 1 ACC*, ...Speei(ie\Wyndham Preserve%Lot 132 - 2121 UR.rup Cale = W8 Front Door (aces. N wrightsoft• Manual S Compliance Report Entire House Energy Air, Inc 17 n I... . 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyaircom Web: vm w.energyalmom For: Design Conditions Outdoor design DB: 92.6°F Outdoor design WB: 75.9OF Indoor design DB: 75.0°F Indoor RH: 50% Lot 132 - 2121 UR, Starlight Homes 3713 Saltmarsh Loop, Sanford, FL 32773 Sensible gain: 21940 Btuh Latent gain: 4801 Btuh Total gain: 26741 Btuh Estimated airflow: 1070 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1070 cfm Sensible capacity: 23961 Btuh 109% of load Latent capacity: 6713 Btuh 140% of load Total capacity: 30674 Btuh 115% of load SHR: 78% Design Conditions Outdoor design DB: 44.2°F Heat loss: 18232 Btuh Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1070 cfm Output capacity: 33800 Btuh 185% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1070 cfm Output capacity: 5.2 kW 97% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. Job: Starlight -Wyndham Date: 411812017 By: Plan: 1802 S Entering coil DB: 76.2°F Entering coil WB: 63.6°F Entering coil DB: 66.4°F Capacity balance: 29 OF Economic balance:-99 OF 2018-Jan-22 09:14:06 wright5oft• Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 ACCA ...Specific\Wyndham Preservell-ot 132 - 2121 UR.rup Cale = MJ8 Front Door faces: N wrightsofte Duct System Summary Entire House Energy Air, Inc S401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®enargyaircom Web www.energyaircom For: Lot 132 - 2121 UR, Starlight Homes 3713 Saltmarsh Loop, Sanford, FL 32773 Job: Starlight - Wyndham Date: 4118/2017 By: Plan: 1802 S Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.141 in/100ft 0.141 in/100ft Actual air flow 1070 cfm 1070 cfm Total effective length (TEL) 199 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Fam/Din/Kit h 2217 145 108 0.141 8.0 Ox0 VIFx 49.0 150.0 st6 Fam/Din/KN-A h 2217 145 108 0.141 8.0 Ox0 VIFx 33.3 165.0 st5 Fam/Din/Kit-B h 2217 145 108 0.161 7.0 OXO VIFx 34.0 140.0 st6 Fam/Din/Kit-C h 2217 145 108 0.142 8.0 Ox0 VIFx 31.9 165.0 sty bath2 h 497 33 27 0.185 4.0 Ox 0 VIFx 26.5 125.0 st2 bedroom 2 c 1720 42 90 0.332 6.0 Ox 0 VIFx 4.3 80.0 bedroom 3 c 1546 75 81 0.306 5.0 Ox 0 VIFx 11.5 80.0 bedroom 4 h 1394 91 79 0.195 6.0 Ox 0 VIFx 23.7 120.0 st2 c0-A h 200 13 10 0.194 4.0 Ox 0 VIFx 24.2 120.0 st2 Indy c 720 7 38 0.198 4.0 Ox0 VIFx 21.2 120.0 st2 loft c 1939 41 101 0.334 6.0 Ox0 VIFx 8.9 75.0 m, bath h 619 41 33 0.196 4.0 Ox0 VIFx 17.8 125.0 st3 m, bedroom c 2263 88 118 0.199 7.0 Ox0 VIFx 15.7 125.0 st3 pntyA h 259 17 12 0.146 4.0 Ox0 VIFx 31.2 160.0 st6 pwdr-A c 232 0 12 0.149 4.0 Ox 0 VIFx 38.2 150.0 st6 vAe c 250 12 13 0.197 4.0 Ox 0 VIFx 17.5 125.0 st3 VAc4 h 448 29 25 0.182 4.0 Ox 0 VIFx 28.6 125.0 st2 Bold/italic values have been manually overridden wrightSoft• Right -Suite® Universal 2017 17.0.28 RSU02534 2018 Jan 22 09: age I y+..-r, Page t tt ACK ..Specific\Wyndham Preserve\Lot 132 - 2121 UR.rup Calc = MJ8 Front Door faces: N Supply Trunk Detail Table Name Trunk Type Htg cfm) Clg cfm) Design FIR Veloc fpm) Diam in) H x W in) Duct Material Trunk st5 Peak AVF 291 216 0.141 533 10.0 0 x 0 VinIFIX st1 st1 Peak AVF 291 216 0.141 533 10.0 0 x 0 VinlAx st6 Peak AVF 307 240 0.141 307 0 12 x 12 RectFbg st4 st2 Peak AVF 173 178 0.182 510 8.0 0 x 0 VinlFlx st3 Peak AVF 141 164 0.196 471 8.0 0 x 0 VinlFlx st4 Peak AVF 307 240 0.141 564 10.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox0 1070 1070 0 0 0 0 Ox 0 VIFx Bold/italle values have been manually overridden wrightsoft• Right -Suite® Universal 2017 17.0.28 RSU02534 ACCK ...Specific\Wyndham Preserve\Lot 132 - 2121 UR.rup Cale - MJ8 Front Door faces: N 2018-Jan-22 09:14:06 Page 2 Job M Starlight - Wyndham Performed for: Lot 132 - 2121 UR 3713 Saltmarsh Loop Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com 3ah;D Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU02534 2018Jan-22 09:15:07 m Preserve\Lot 132 - 2121 UR.rup 3 AHU ON ME 3.0 Ton 240\ Job #: Starlight - Wyndham Performed for: Lot 132 - 2121 U R 3713 Saltmarsh Loop Sanford, FL 32773 Level 2 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 wwwenergyair.com GRenner@energyaircom Scale: 1/8" = IT Page 2 RightSuite® Universal 2017 17.0.28 RSU02534 2018,1an-22 09:15:07 m Preserve\Lot 132 - 2121 UR.rup if UCO Ro COPY j 1/ 2 AIR V U, t No ti GIII 511,t FORD 1 LAP 18-99 clour 0+ L AµI VO i 3` t 1NYNDHAM PRESERVE - LOT 132 PLOT PLAN I! o o mm N o r m. P'I 0. M 3: w vLe 0.0 z c N m C Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' SALTMARSH LOOP 50' PCPIHT—OF—WAY c1 11 Q PRIVATE ROAD) C UNER' COriC CURB 0 2 pROVOSED o APRON LO' UTILITY — EASEMENT (P) — CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 125.00' 024'23'30" 53.21' 52.81' N 77'29'06" E C2 150.73' 015'25'16" 40.57' 40.45' N 81'09'00" E 1 11_P111 . a1i111iZCs Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. PEP —Pool Lqui ment LEGEND:ADUSSO-Access/Drainage/Utittles/SldewalkLB -Licensed usinesa 8-Backflow, Preventer S -Survey Si ht Distance Easement rPRM-Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L -Florida Power & Ught p -Plot FFE -Flnlsh Floor Elevation D..-Deed Book 03 Water Meter O.R.-Official Records Book Dd-Water Valve P.B. -Plat Book iJ' Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Bev. -Elevation - RCC4-Reclaimed Water Valve Cone. -Concrete Cable Box SP -Brick Paver M -Telephone Box SW -Sidewalk m -Electric Box FFE -Finished Floor Elevation 0 -Utility Pole Cl -Curb Inlet Guy Pole GTi-Grote Top Inlet Light Pole AnchorP.U.E.-Public Utility Easement f--Guy RCP Reinforced Cone. Pipe Ou--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS-No Comer Set (Falls in Water) m-Sanitary Sewer Manhole SF -Square Feet Dwo -Electric Handhole D.U.E.•-Drainage/UUIT Easement Coo -Clean Out FMGD-MAO NAIL &DISK evM-Irrigation Control Valve P.K. -Parker Kolon Nail p -Sign SIR -Set 1 /2" Iron Rod L87788 W04-Gate Water Valve SPKD -Set P.K. do Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod Lg7788 rr -Existing Grade FIP-Found 1/2' Iron Pipe L87768 al -Blow -oft Volvo L87768 -a.-Drolnage Flow DirectionFPKD-Found P K. Nail & Disk FCM -Found 4'x4' Concrete Proposed. -Proposed_ Design Grade 1 Descriation I Date I Dwn.ICk'd I P.C.IOrder No. a- a 16.0' o , ORCH 6.0' PROPOSED 7.3 O 2 STORY RESIDENCE w 3713 SALTMARSH LOOP LOT 133 n 2121 DISCOVERYal ELEVATION - U M ; GARAGE - RIGHT ; FFE= 30.2 w 6.0; 28.0 0 15.3 o ! aa. Zo 10.0 LOT 132 AREA = 4,483 S.F. t S89'40'51 LOT 151 SURVEYOR'S NOTES: WYNDHAM PRESERVE LOT 132 , y PB 81, PG 93) no DMMNSION NOTE: Proposed building dimensions shown hereon are of the exterior. S-P $ - q15 OA&J f w h ZONI ' DATE LOT 131 Ok to construct single family home with setbacks and impervious area Oshown on plan. T(vv. C 2%zt Discovery- V, Gr?— 1. Current title Information on the subject property had not been furnished to GeoPoint Surveying, Ina. 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 '*YNDHAM 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. - 8. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verifled) LOT AREA CALCULATIONS LOT 4.483 SQ.FT. LIVING AREA- 853 SQ.FT. GARAGE = 411 SQ.FT. ENTRY = 44 SQ.FT. DRIVEWAY = 419 SQ.FT. PATIO = 100 SQ.FT. WALKWAY 88 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 1{Z.9 X SOD = 2.559 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1.021 SQ.FT. APRON 115 SQ.FT. SIDEWALK = 203 SQ.FT. SOD = 130 SQ.FT. TOTAL AREA AREA = 5.504 SQ.FT. DRIVEWAY - 534 SQ.FT. SIDEWALK = 291 SQ.FT. SOD = 2.689 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-07651i in Flood Zone "X" DESCRIPTION: LOT 132, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 oo,oecoaeoaaaej Maitland, FL 32751 PI. Y Phone: (321) 270-0440 Fax: (813) 248-2266 Me g j Licensed Business No. LB 7768 GeoPoint 5 Surveying, Inc. es D. Le /O Cc roe n••• Drawn: Checked: P.C.: Data FlIe:Bdua-Plat RIOA PROFfSSIONAL N R' i ER L$6915N0. •••••••••.•••••••• Date:1/23/18 Dwg:&tssonEast-tdt132 Order No.: ^ end esi Dnrf eunDMA SIGNATURE I IWJ . - AND - eunG uNeoaFa SEC. 17 - TWN. 20 S. - Met- 31 E. Field_ _Ak 0-- - RECORD COPY PA%, LMIERV =ELECTRIC Starlight Homes 2121 Discovery LOAD CALCULATION December 12, 2017 1. HVAC LOADS INEC 2014 - 220.82(Cl(31- (411 ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR Q 100% TOTAL LOAD FOR AIR HANDLER uC3 65% TOTAL HVAC DEMAND LOAD 11. GENERAL LOADS (NEC 2014 - 220.82(B)(11- (4)l CONNECTED LOAD 5.40 KVA BLOWER MOTOR CONNECTED LOAD 0.67 7.67 KVA LIGHTING 2121 Sq Ft @ 3VA/Sq. Ft KVA Rating; 1 1.5 LAUNDRY CIRCUIT 1 5 DRYER CIRCUIT 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.5 WATER HEATER (2) 1 1.2 DISHWASHER 1 0.8 DISPOSAL()) 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 4.8 1ACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) IST 10 KVA (GENERAL LOADS) Q 100% REMAINDER (GENERAL LOADS) Q 40% SUB -TOTAL (GENERAL LOADS) IN EC 2014 - 220.82(B)l HVAC LOADS GENERAL LOADS TOTAL DEMAND LOAD )NEC 2014 - 220.82(Al) MINIMUM SERVICE SIZE OJ s4NFORD r 1a_993 13.07 KVA 5.40 KVA 4.99 KVA 10.39 KVA 6.36 KVA Total KVA 3.00 KVA 1.50 KVA 5.00 KVA 4.50 KVA 1.20 KVA 0.80 KVA 12.00 KVA 2.50 KVA 36.86 KVA 10.00 KVA 10.75 KVA 20.75 KVA 10.39 KVA 20.75 KVA 31.13 KVA 129.71 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RFCORD CUPY Typical 150 Amp Electrical Diagram 150 Amp Meter Main 150 Amp Main 120V / 240V Typical SAi. 150 Amp Interior Panel fig-993 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire q- 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode Lumbef design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD Copy RE: W P0132 - W P0132 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: W PO132 Model: 2121 Tampa, FL 33610 4115 Lot/Block: 132 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017JTP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 18 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. I Seal# I Truss Name I Date No. Seal# I Truss Name Date 1 1 T12960804 1 CJ1 1/15/18 118 1 T12960821 V5 1/15/18 12 1 T12960805 I CJ3 1 1/15/18 1 OSANFORDI 1 I oO 1 g g 3a 1 13 1 T1 2960806 1 CJ5 1 1/15/18 14 I T129608071 EJ7 11 /15/18 15 I T12960808 I EJ7G 1 1/15/18 6 1 T12960809 1 H1 1/15/18 7 1 T12960810 1 H2 1/15/18 18 1 T12960811 1 H3 1 1 /15/18 19 1T129608121 H4 11/15/181101T129608131HJ711/15/18 Ill IT12960814IT1 11/15/18 112 1 T129608151 T1 GE 11/15/18 113 I T12960816 I T2 1 1/15/18 114 I T12960817 I T3 1 1/15/18 1 115 IT12960818IT4 1 1/1 5/18_J 16 IT12960819IT5 1/15/18 117 I T12960820 I V3 1 1/15/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with 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. 380 ' T TE OF .'4 IJZ 0 R , ,,. Thomas A. Alban! PE No.39380 MRek USA, Inc. fL Cart 6834 8904 Parke East BW Tampa FL 33610 Date January 15,2018 Albani, Thomas 1 of I Job Truss Truss Type • City Ply T12960804 WP0132 CJ1 Jack -Open 6 1 IWPOI32001 Job Reference (optional) Builders FirstSOUrCe, Tampa, Plant City, Florida 33565 6.130 S Sep 1 o Zat t mu 1 ek maustnes, inc. man don i a 1 car r:aa car r o rage 1 I D:Kfjy NXSmvAVukxMblix9kpz4RS4-XxSFCOU h3zOZoOvg4aGsGjg22DYKeRPIOtGXSvzv6Na 1.0.0 1.0-0 1.0.0 1.0.0 Seale = 1:6.5 2x4 = LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 2 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 2 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 5lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-4/Mechanical, 2=121/0-3-8, 4=10/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-4(LC 13), 2— 66(LC 8) Max Grav 3=12(LC 8). 2=121(LC 1), 4=19(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0-0 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=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; End., GCp1=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; and 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Q WARNING. Ved/y dedgn PMwWw and READ NOTES ON TNIS AND INCLUDED WrEK REFERANCE PAGE NP709 raV. 10A13/1016 BEFORE USE Design valid la use only wllh MliekO connectors. this design Is Loosed orgy upon parameters shown, and Is lot an hdMdual building component. not a fruss system. Roioto tao, the txdk" designer must verity the applkablity of desgi Ixfrarelers and popedy Incorixxale this design into the overall building design. araclng Indicated is to prevent budding of lndlvidu l brass web and/a chord members orgy Additional temporary and pormaent bracing 1LMOW Is always togUrod lot statAlty and to Ixevent collapse with I)osslxe personal Ir"y and trolx'M damage. For genetal guidance regarding the kllrkxation, slotago. deMory. etocllon and bracing of tnisses and truss systoms. sooANSi/fPi I Quality Criteria, OSS-89 and SCSI 6ubding Component 6004 Plake East Blvd. Safety IMormadon ovc&"e from truss Plato I nsrilute. 218 N. Leo Streot. Sudlo 312. Aloxandda, VA 22314. Tan". FL 33610 Job Truss Truss Type Oty Ply WP0132 T12960805 W P0132 CJ3 Jack -Open 6 1 002 Job Reference o Uonal Builders FirslSource, Tampa, Plant city, monfia 33bbb a. rav s aeP ra Zvi r m.1 an umvaanaa, rim. vi. va" .v,.ye ID.KfjyNX6mvAVukxMblix9kpz4RS4-?70dgmUJgHYOOYU 1 dlnSpwNDMdtKNufsfX?5_Lzv6NZ 1.0.0 3.0.0 1.0.0 3-0.0 Scale - 1:10.8 2c4 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) Well . Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Ven(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Ven(CT) 0.01 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 We We BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0.3-8, 4=28/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=A6(LC 12). 2=-63(LC 8) Max Grav 3=63(LC 1), 2=178(LC 1), 4=56(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 3-0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10'. VUIt=140rnph (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 Comer(3) 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 2) This truss has been designed for a 10.0 psf bottom chord live load rnonconeurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Q WARNING . Ved* daadpn Paramarars and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PACE U&7473 rev. I&MMIS BEFORE USE Dade vaild lot use only vAlh Mllek® co nnectots. this design Is based only upon parameters shown. and Is tot an fndlwildlal txAWhng component. not a truss system. Before use. the txatlkng designer mtni verity the appllcablity, of design parameters and property Incorporate, this design into the ovetdl bLAdle design. Bracing Indicated h to proven buckling of Individual in= web as/or chord members only. Additional lemporay and permanent txocUV MiTek' Is always required lot stability are, to prevent collapse with poaLLxe personal lnlray data property danooe. 1 or general guidance, rogardtr>A the fabrication, storage. delivery. erection and txaalng of trusses and truss systems. seeANSVIPl1 GualiN Cdteda, OSS-89 and fiC51 auktI ng Component 6904 Parke East Bald. Safety Information avdtabfo from trust Plate tnsflluto. 218 N. Lee Street. suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T12960806 WPOt32 CJS Jack -Open 6 IWPOI321003 Job Reference (optional) Builders FlrstSource, Tampa, Plant City, Flonda 33556 0.1311 s Sep 15 eul r MI r eK mousines, inc. Mon ran 1 a ie:ai:64 zuto rage 1 I D:KfjyNX6mvAVukxMblix9kpz4RS4-?70dgmWgHYOOYU 1 dln5pwN60dgHNufsfX?5_Lzv6N2 1.0.0 5-0.0 r 1.0.0 5.0.0 34 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in too) Well Ud TCLL 20.0 Plate Grip OOL 1.25 TC 0.64 Vert(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.06 2.4 909 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FSC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=122/Mechanical, 2=247/0-3-8, 4=48/Mechanical MaxHorz 2=91(LC 12) Max Uplift 3=-84(LC 12), 2=-67(LC 8) Max Grav 3=122(LC 1), 2=247(LC 1). 4=96(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:14.9 PLATES GRIP MT20 244/190 Weight: 17lb FT=2(AL BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 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=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Comer(3) 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 2) This truss has been designed for a 10.0 psi bottom chord live load rlonconcurrent 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) 3, 2. Q WARNING • Verily daslga paranWers and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PACE MB-7473 rev. 1601/2016 BEFORE USE Design valid for use only vAth Mlfek® connectors. I1ds dodW is Ixaed only upon pY.ramelofs shown. and Is lot an individual buldng component. not a trusssystem. Before use. the t KAding designer must verity the applicahliry, of design parameters and property frncorpaale this design Into the overall bidding design. Bracing Indicated Is to budding of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' preventIs dways regaled for stolAlly, and to prevent collapse wllh passible personal "and property damage. For general guidance regarding the 6904 Parka Ear Blvd. lalxicallomstorage. delivery. etectlan and bracing o1 tnaws and truss systems. seeANSi/IPI I QuaBly Criteria, DS849 and SCSI BuOding Component Taff". FL 33610 SafetyIMotmationavallaUtefromtrussPlatefrnstiMe. 21a N. Lee Streel. Sulto 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply T12960807 WP0132 EJ7 Jack-Opeh 8 1 WP0132 004 Job Reference (optional) durlders I-Irstuource, I ampa, viant eery, morlaa 3JSb6 0.1 ass aep 10 CV 1 / MI I UK MUUbll lUb, 116. I.." J.11 I a I c.a I .tea cv 1 W. ID:KfjyNX6mvAVukxMbjix9kpz4RS4-TKa? 16VxbagH213DB?JKL8v8913V6Lv0uBleW ozv6NY 1-0.0 7.0.0 1 1.0.0 7.0.0 3x8 = LOADING (psi) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 TCDL 7.0 Lumber DOL 1.25 8C 0.67 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=165/Mechanical, 2=318/0-3.8, 4=81/Meehanfcal Max Horz 2=122(LC 12) Max Uplift 3=-104(LC 12), 2=-83(LC 12) MaxGrav 3=165(LC 1). 2=318(LC 1), 4=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:18 8 0 e N DEFL. In (too) Well L/d PLATES GRIP Vert(LL) 0.16 2.4 >514 240 MT20 244/190 Vert(CT) -0.21 2.4 >394 180 Horz(CT) -0.00 3 rVa n/a Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. 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=4.2psh BCDL=3.Opsf; h=1Sit: Cat. II; Exp C: Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5-0-0, Extedor(2) 5-0-0to 6-11-4 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 2) This truss has been designed for a 10.0 psi bottom chord live toad nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psi 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 orb uplift at joint(s) 2 except Qtdb) 3= 104. WARNING- Verfly dadpn paramafam and READ NOTES ON THE ANO INCLUOEO ARTEK REFERANCE PAGE A07473 rev. 1442MIS BEFORE USE Design valid tot use only With Mllek® connectors. this desIM k based only upon Ixaarneters shown. and is for an trWlvidual rAAdnp componentt, nor a tnm system. Before use. the balding doslgnxx must verity the apolcol lily or design Mcxttoters and Ixofwdy, laorporale this design Into the overall bradrtp design. Bracing indicated Is to prevent buckft of hWlvldual Russ web and/of chord members only. Additional temporary, and permanent txacing M iTek' is always te%ted for stability and to proven, collagm with possltle personal lr*" and imoperty damage. fot general guidance regarding the kAxication, slorage. delivery. ereclon and txadng of Kates and it= systoms, weANSI/IPI I Quality Criteria, OSR-89 and SCSI SutldIng Component 6904 Pack& East Blvd. Safety Information ovtllable from truss Rate Institute. 218 N. lee Street. Suite 312. Alexandria. VA 22314. Tampa, i. 336 f 0 Job Truss Truss Type 1 Oty Ply T12980808 W P0132 EJ70 Jack-Opeh Girder 1 2 WP0132 006 Job Reference o tlonal 9uilaers I-Irsmoufce, I amps, Plant Gary, monaa "S3bbb a.I su 5 aep I a ev 1 r ml1 eR Illuu51lle5, 1m. mull a— I G IL.J I.GG GV I G W. 1 3x4 = 2x4 II LOADING (pst) SPACING- 2-0.0 CST. OEFL. in (loc) Wait Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(L-) 0.11 1-3 719 240 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.21 1.3 389 180 BCLL 0.0 ' Rep Stress Incr NO WO 0.02 Horz(CT) 0.00 n/a rVa BCDL 10.0 Code FBC20171TP12014 Malrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1162/0-3-8, 3=1533IMechanieal Max Horz 1=106(LC 8) Max Uplift 1=-309(LC 8), 3= 454(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:20.0 PLATES GRIP MT20 244/190 Weight: 63lb FT=209b Structural wood sheathing directly applied or 7-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3*) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This thus 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=309, 3=454. 8) Hanger(s) or other connection device(s) Shall be provided sufficient to support concentrated load(s) 732 lb down and 216 lb up at 2.0.12. and 732 lb down and 216 lb up at 4.0-12, and 734 lb down and 214 lb up at 6.0.12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-732(F) 5=-732(F) 6=-734(F) Q WARNING. VMy daden parameters and READ NOTES ON THIS AND WCLUDED WYEK REFERANCE PAGE Ull-7473 rev. 1403,2019 BEFORE USE Design valid for use only with Mlick9 connectors. this design Is based only upon patamelers shown. and Is for an i ndvldual buldkng component. not wtatrimsystem. Before use. the IrLdng deslgnoi must verily the applicability of design pmr+neteis and property Incorpolate #* design into the oveall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and perrnanent bracing M iTek' Is always regthed tot stability and to prevent collapse with possible personal hl++v and properly damago. For general guidance regarding tie fabrication storage. delivery, oecllon and Irclmi ng of Trusses and hues systems. soeANSVfPII Cudtty criteria, OSB49 and SCSI Building Component 6904 Parks East Blvd. Safety Information avallaMe from truss Plate Institute. 216 N. Lee Sheet. Sldto 312. Alerandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oly Ply T12960809 W P0132 HI Hip 2I 1 IWPO132006 Job Reference (optional) Builders FlrstSource. Tampa, Plant City, Florida 33566 SA 3u 5 Sep 152017 mi i ex mauseies• inc. anon den i a i c.o 1'ar av as rage , ID:KilyNX6mvAVukxMbjix9kpz4RS4-PiiISnXC7CW?H?DcJOLoO2?dlgm3aA91LVElbgzv6N W 1.0.0 5.9.14 11.0.0 17.0.0 22-2.2 28.0.0 29-0.0. 11T 5.8.14 5-2.2 &0.0 5.2.2 5.9.14 1-0.0 i1 Scale a 1:48.9 5x8 = 4x6 = 3xe = 14 1< ,,. _ 3xe = 2x4 II 3x4 = 3x4 - 3x8 = 2x4 II Ig 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 FBC2017/rP12014 CSI. TC 0.62 BC 0.60 WB 0.34 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) In (loc) Well Ud 0.12 10.12 >999 240 0.23 10.12 >999 180 0.08 7 rVa n/a PLATES GRIP MT20 244/190 Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.6.14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0.3-8.7=1087/0-3.8 Max Horz 2=70(LC 12) Max Uplift 2=-273(LC 12), 7=-273(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2169/1441, 3-4=-1658/1105, 4-5= 1488/1072, 5.6=-1659/1105, 6-7=-2168/1442 BOT CHORD 2-13=-1253/1938, 12-13=-1253/1938, 10.12= 775/1488, 9-10= 1159/1938, 7-9=-1159/1938 WEBS 3-12=-5131533, 4-12=-187/377, 5-10=-173/377, 6-10=-513/534 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=3.0ps1; h=1511; Cat. it: Exp C; End., GCpi=0. 18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5 •0, Extedor(2) 5.0.0 to 29-0-0 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 chard 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=273, 7=273. WARNWG . Varlly dairlyn Paramataro and READ NOTES ON TM ANDWCLUDED AOTEK REFERANCE PAGE A1114179 rov. 160=015 BEFORE USE Design valid for use only vA&t Milek® connectors. ills design Is based only upon parameteM Yawn. aril is for on kncoviduaI building component. not a Iran system. Before uso. the b tAdktg ckmignor must verify the appllcabllty of deign pmameters and properly ktcorr"ate this design Into the overall binding design. Bracing o-,wcated Is to prevent bucaing of Individual tim web and/or chord members only. Adaltlonal temporary and permanent bracing M iT®k' Is always iegiLod for stability did to prevent collapse with posbie personal Injury and pxoperty damage. for general guidance regadhng the kaxbatlon, storage, delivery. erection and b (OCI ng of Muses and mist systemm soeANSI/Tpl l CuaOty Cdledo. OS& -St arW &CSI building Cornpontrnl 6904 Parke East Bind Safety Wormatlon evadable Born truss Plate InsUkAe. 218 N. lee Street. Silto 312. Aloxartdit VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply W P0132 T12960810 W P0132 H2 Hip 2 1 007 Job Reference o ttonal Builders FlrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 16 2017 MiTek Industries, Inc. Mon Jan 15 12:31:58 2018 Page i ID:KffyNX6mvAVukxMbjlx9kpz4RS4-tvG717XquV2sv9oos7s 1 zmXm4E5MJYcSa9zl76zv6NV 1.0.0 6.9.14 13-0.0 15 0.0 21.2.2 28.0.0 29.0•Q r1.0.0 6 9 14 6.2.2 2.0 0 6-2-262.2 8.14 1OO 4x6 = 4x6 = Scale a 1:48.0 3x8 = 13 1z 1V " 3x8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 11 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 REACTIONS. (lb/size) 2=1087/0-3-8, 7=10B7/0-3-8 Max Horz 2=-81(LC 13) Max Uplift 2=-286(LC 12), 7=-286(LC 13) 3x4 = 3x4 = 3x4 = 2x4 11 CSI. DEFL. in (loc) Well L/d PLATES GRIP TC 0.76 Ven(LL) -0.13 9-10 >999 240 MT20 244/190 BC 0.66 Vert(CT) -0.25 9-10 >999 180 WB 0.64 Horz(CT) 0.08 7 rVa rVa Matrix-SH Weight: 133 lb FT = 2001, BRACING - TOP CHORD Structural wood sheathing directly applied or 3.5.4 oc puffins. BOT CHORD Rigid ceiling directly applied or 4.9.11 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 2130/1416, 3-4=-1481/1012, 4-5= 1308/993, 5-6=-1481/1012, 6.7=-2130/1416 BOT CHORD 2-13— 1214/1899, 12-13_ 1214/1899, 10.12=-646/1308.9-10=-1120/1899, 7-9— 1120/1899 WEBS 3-13=0/287, 3.12= 702/631, 4.12= 225/349, 5-10=-225/349, 6-10=-702/631, 6-9=0/287 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=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5.0-0, Extedor(2) 5-0-0 to 29-0-0 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=lb) 2=286, 7=286. WARNWG • Verily dadpn paremete , and READ NorEs ON 17e4 AND WCLUDED WTEK REFERANCE PAGE AI11,7473 rev. rae2o2or6 BEFORE USE Design voild lot use oNy vnm Milek® con necton. thisdesign Is Ixtsed only upon perametem Mown. and is for an k%dhAdual bundling canponenl, not a Inns system. Seforo use. the IxAlding designer must verify the applicatAily, of design lxsometcrs and proporiy 6lcorporalo Ihb design Into the ovorcxl txddkng design. Bracing Indicated Is to prevent buckling of Indlvktual truss web anti/or chord members orgy. Addtioncl lomMcitry and fx~manont bracing MiTek' Is always rognlsod (of stablilly and to prevent collafaa Win possM personal Injury and polvdy, damage. For general gu done regac9ng IM1 Ic" Ica110R storage. doltvory, erection anct bracing of buses and truss syslenns, sooANSI/1PI I Quality Criteria, OS849 and SCSI Building Component 6904 Parka East Skid. Safety Information ava9alxe Zorn truss Rate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 W P0132 H3 I Hip Girder 1 1008 Mon Jan 1 T12960811 1 2 Sx8 = 2x4 11 5.00 12 4 18 19 5 20 3x8 = 21 6 22 23 4x6 = a0FRO, Scale = 1:48.9 9 10) o - 9 5x8 = 17 16 24 2S 15 26 14 27 13 28 29 12 11 5x8 = C 2x4 11 3x4 — Sx8 = 010 MT20HS = 2x4 11 3xe = 2x4 11 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(L-) -0.34 13-15 >983 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.64 13-15 >522 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.18 9 rVa rVa BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 141lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-7: 2x4 SP No.1 BOT CHORD Rigid telling directly applied or 4-9-5 Ot bracing BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=2106/0-3.8.9=2106/0-3.8 Max Horz 2=46(LC 31) Max Uplift 2=-688(LC 4). 9=-688(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4669/1511, 3.4=-4546/1537, 4.5=-5409/1845, 5.6-5409/1845, 6-7=-4245/1452, 7-8=-4547/1536, 8-9=-4668/1511 BOT CHORD 2-17=-1362/4227, 16.17=-1362/4227, 15-16=-1344/4207, 13-15=-1756/5409, 12-13=-1756/5409,11-12=-1344/4226.9-11=-1344/4226 WEBS 4-16— 81/584, 4.15=-482/1464, 5-15=-526/322, 6-13=0/383, 6-12=-1432/474, 7-12=-311 /1283 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) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qtdb) 2=688, 9=688. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 206 lb up at 7-0-0, 111 lb down and 110 Ito up at 9-0.12. 111 lb down and 110 lb up at 11-0-12, 111 lb down and 110 lb up at 13-0-12, 111 lb down and 110 Ito up at 14-11-4. 111 lb down and 110 Ito up at 16-11-4, and 111 lb down and 110 lb up at 18-11-4, and 210 lb down and 206 Ib up at 21-0-0 on top chord, and 340 lb down and 113 Ib up at 7.0.0, 85 Ib down at 9.0.12, 851b down at 11.0.12, 851b down at 13-0-12. 85lb down at 14-11-4, 85lb down at 16-11-4, and 85lb down at 18.11.4, and 340lb down and 113lb up at 20-11.4 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). LOAD CASE(S) Standard Q WARNWG - Va ly dadpin Panetta* and READ NOTES ON THIS AND INCLUDED Nr/EK REFERANCE PAGE Ma-7477 rev. 14110U 01S BEFORE USE Design valid for use only Win, Mliek® connectors. this design Is txaecl only upon porameter6 shown. and Is (of an hdMdual bLAding component. not a tntss system. Before use. the building designet must verity the cgXAlcoblity, of design parameters and popery hcotporata this design Into the overall bidding design. !racing Bndicaled Is to prevent bucidi ng of IntlNkhal mass web and/or chord members only. Additional temporary and permanent bracing MOW Is always regtdted for stabWty and to prevent collapse with possible personal trVtay and property damage. Fa general gt/clarae regarding tine fatrk;atkbn. storage. delivery. erection curl bracing of tnrsses and truss systems, seeANSt/TPI I Quality Criteria, OSS-69 and SCSI auiding Component 6904 Parke East Blvd. Safety Information ovtllahle from truss Rate t nsttikite. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314 Tempe. FL 33610 Job Truss Truss Type 0ty Ply T12960811 W P0132 H3 Hip Girder 1 1 1WP0132008 Job Reference (optional) tiuuaers f usisource, I amps, mans L:iry, mortaa j:toars a. tau a oap l a 4v I r MI 1 - 11-L ICQ, !IN. 1-1 1-11 ID:KIjyNX6mvAVukxMbjix9kpz4RS4-gHNu4p2407laBTy8_YuV2Bd2g2irn0al l SSPC?zv6NT 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=-163(F) 7=•163(F) 16=-340(F) 12— 340(F) 18=-111(F) 19=-111(F) 20-111(F) 21=-111(F) 22=-111(F) 23=-111(F) 24=-61(F) 25= 61(F) 26= 61(F) 27=•61(F) 28=-61(F) 29-61(F) WARNWQ • V dy dadptn paramstan and READ NOTES ON TM AND INCLUDED NrTEK REFERANCE PAGE NDLT4n rev. #=MIS BEFORE USE. Design vakl lot use only vAm hMic r®connoctors. IMs degg n Is based only upon parameters shown. and Is lot an Indh4drar txiltlhng component. not a Inss system. before use. the IxBdhng deslgnot must velfy the cgXAlectAlty of design ixxanetets and Ixopxxly hncorpotato Ihh d,slgn Into the ovetall building design. Bracing hdkated is to pxovent dandling of lnavkhta Iruss web ax1/a chord members only. Additional temporary and permanent lxaGng MiTew Is always regaled la stability and to prevent cdlgxe vAlh possible personal IrVl+y and property, damage. rot genera Guidance regardho the fatxlcatbn storage. dol". erection and tracing or trusses and fates systems. soctAN51/IPI I Quality Cdledo. OS6-4119 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcDalle train Ilum Plate Irtsiltute. 21a N. lee Street. Suite 312. Alexanaala, VA22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T12960812 W P0132 H4 Hip 1 1 JWP0132009 Job Reference o tional tiumers mrstsource, I amps, mant t iry, r-iortaa ji000 G. ww . wp . n_ . ID:KfjyNX6mvAVukxMbjtx9kpz4RS4•IUxG19aiBQORmdXNYGQkbP9KSS3yW OTuG6CykRzv6NS 1.0.0 4.9.14 9-a0 14•0-0 i 19•a0 23.2.2 28.0-0 290.0, i t •a0 4.9.14 4-2.2 5 a0 1i a0 4.2.2 4-9.14 10-0 Scale = 1:48.0 US = 4x6 = 3x4 = e axe = 1. 3x6 = 3= US = 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 FBC2017/rP12014 CSI. TC 0.47 BC 0.92 WB 0.25 Matrix-SH DEFL. Vert(LL) Ven(CT) Horz(CT) in (loc) Well Lid 0.17 10-12 >999 240 0.38 10.12 >877 180 0.09 8 n/a Na PLATES GRIP MT20 244/190 Weight: 131 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0-3-8 Max Horz 2=58(LC 16) Max Uplift 2=-278(LC 8), 8= 278(LC 9) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2146/1493, 3-4- 1854/1182, 4-5=-1684/1142. 5.6- 1684/1142, 6-7=-1854/1182, 7-8=-2146/1494 BOT CHORD 2.12=-1320/1939, 10.12=-1039/1874, 8-10=-1225/1939 WEBS 3-12=-304/474, 4-12=-250/473, 5-12=-3401236, 5-10=-340/236, 6-10=-251/473, 7-10=-304/475 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.Opsf; h=1511; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5.0-0. Exterior(2) 5.0-0 to 29-0-0 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) except Qtdb) 2=278, 8=278. WARNAVO • Verily design parameters and READ NOTES ON THIS AND INCLUDED ABrEK REFERANCE PAOE Ng-7473 ray. Idlkt/201S BEFORE USE Design valid for use orgy wlfh Mllek®cannectors. Ms design is bled only upon paanolers atsown, asd is for an IrdhAdusl tAdding component. not a Ines system. Before Lae, the b uildIng dusignet must verity the C43AIcalAlly of design Ixsamelers and fxopwly Incorporate thh design Into the overall bxaalrlg design. Bracing Indicated is to prevent t=IdU g of Individual lass wet) and/or Chord members orgy. Adallbnal temporary and permanent txoc v M iT®k' Is always regalod for stabs0lty and to prevent collapse with poss9xe personal Inlay and property damage. for general guidance regarding the kZricallm storage. ddlvery. eroctlon and b roctrg of tames and ram systems. sooANSV!Pl1 CuaOty, CrBeda, OSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovalk"e from trig Plate rnsWulo. 218 N. Lee Street. Salto 312. Alexandea. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply 0132T12980813 WP0132 HJ7 Diagonal FlGirder 3 1 gip Reference (optional) tsuncefs Farst50urce. I ampa. runt Lary. rionea JJnoo o-v a l' l a w l ava, ' -n- ID: KtjyNX6mvAVukxMbjix9kpz4RS4-mgVeVVaKykYINn5Z5zxz7ciW RrVnFSy2VretWGuzv6NR 1. 5.0 5.2.9 9.10.1 1. 6.0 5.2.9 4.7.8 Scale = 1:21.2 2x4 = S2. 9 4.7.8 LOADING ( psf) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.04 6.7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Ven(CT) 0.08 6.7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.30 Horz(CT) 0.01 5 rVa We BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 41 lb FT = 20!16 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. ( lb/Size) 4=129/Mechanical, 2=449/0.4.9, 5=307/Mechanical Max Horz 2=131(LC 22) Max Uplift 4-88(LC 4), 2- 144(LC 4), 5=-86(LC 8) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 811/243 BOT CHORD 2-7=-285l750, 6-7=-285r750 WEBS 3-7=0/296, 3-6=-798f303 Structural wood sheathing directly applied or 6-0.0 oc purlins. Rigid ceiling directly applied or 10.0-0 oC bracing. NOTES- 1) Wind: ASCE 7-10; Vuit=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsl; h=15f-. Cat. II; Exp C; End., GCpi- 0.18; MWFRS (envelope); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL= 1.60 2) This truss has been designed for a 10.0 pst 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= 144. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 80 lb up at 1- 4.15, 641b down and 80 Ib up at 1-4-15, 291b down and 44 Ib up at 4.2.15, 291b down and 44 Ib up at 4-2-15, and 531b down and 92 lb up at 7-0-14, and 53 Ib down and 92 lb up at 7.0.14 on top chord, and 2 lb down at 1-4.15, 21b down at 1.4.15, 19 Ib down at 4-2-15, 19 lb down at 4.2.15, and 391b down at 7-0-14, and 391b down at 7-0-14 on bottom chord. The designlselectlon of such connection devices) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4=-54.2-5=-20 Concentrated Loads (lb) Vert: 8=42(F=21, B=21) 10=-91(F- 46, B- 46) 13-39(F- 20, B- 20) Q INARNINO . Verily dedgn parnmetas and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAOE MN-7473 rev. 141100.2MISBEFORE USE. Design vcdld for use only With Mltak9 connectors. this cfosIgn Is based only upon p wameters shown. and Is tot an in divldtci txdc&V component. not a truss system. Before use, the baBdng designer must verity the atpllcabllty of design pCnameters and properly Incorporate this design Into the ovetdl tearing design. 13ack1g indicated is to prevent buciding of Individual truss web an dlor chord members only. Ackfillon l temporary and permanent tracing M iTek' It always regaled tot stalsdity, and to prevent collapse Win possible personal Injury and property damage. for general guidance regarding 0se fabricaflm storage. delivery, erocllon and brocktg of busses and truss systems soc-ANSLITPI I Oualily Criteria. OS949 and SCSI Su0dng Component 6904 Parka Ease Blvd Safety IMonnagon ovallable from truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply IWPOI32 T12960814 T 1 Common 4I 1 JWP01132O11 Job Reference o tional IPena 1 Builders FirslSOurce, Tampa, Plant City, Florida 33666 4x6 = a. mu s aep io Cu l r m11 on invustries, inc. Irian a" ,c.uc.v, v,r • rev • gmv" ukxMblixgkpz4RS4-Es30irbzj2g99wglfhSCggFILFgT_wDBjQh3oKzv6NO Scale = 1:36.3 Ig 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 FBC2017/rP12014 CSI. TC 0.53 BC 0.53 WB 0.24 Malffx- SH DEFL. • in Ven( LL) 0.09 Vert( CT) -0.16 Horz( CT) 0.04 too) Vdefl Ud 2- 10 >999 240 6. 8 >999 180 6 We We PLATES GRIP MT20 244/190 Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or S-7-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=816/0.3-8, 6=816/0.3-8 Max Horz 2=-6(LC 13) Max Uplift 2=-222(LC 12). 6=-222(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1486/1296, 3-4=-1308/1206, 4-5=-1308/1206, 5.6= 1486/1296 BOT CHORD 2-10=-1091/1318, 8-10= 577/884, 6.8= 1099/1318 WEBS 4.8=-411/466, 5.8= 285/461, 4-10=-411/466, 3.10= 285/461 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.0psi; Im15ft; Cat.11; Exp C; Encl., GCpi= 0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5.0-0 to 10-4-0, Comer(3) 10.4-0 to 16.4-0 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) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other five loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2= 222, 6=222. Q WARNINO - Verly dedpn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAOE MB,7473 mv. 100320/5 BEFORE USE Design vaild for use only with Mlfok® connecton. this design Is lx ned only upon parameters shown. and Is la an IndlAduat txAding component. not a Inns systafn. Before 1ao. the Wilding deslgnet mtal vody the ap 1--(*Aity of design Mcimateis and popetty Inconxuale tills design Into the overall building design. Bracing Indicated Is to pevenl bticidtlg of Individual truss web and/a chord members only. Additional temporary and permanent txarlrlg MiTeW Is always legWed for stability and to Ixevonl cotigx a wllh possble personal "and popery damage. for general grldalce tegadtlg tho klxkallon, storage. delivery. erection and txatcttg of trusses and miss systems saeANSIM11 Quality Cdteda. 05849 and 111CS1 Building Component 6904 Parke East Blvd. Safety Information ovalla ble rem Imes Pfale Institute. 218 N. Lee sheet. Srdlo 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T12960815 WPOI32 T1GE Common Supported Gable 1 1 IWPOI32012 Job Reference (optional) Builders FirstSource. Tampa, Plant City, Florida 33566 8.130 s Sep i o 2017 Mi t ex industries, Inc. Man aan 1 a 12:12.04 2018 raga 1 ID:KtlyNX6mv"ulo(Mbiix9kpz4RS4-i3dPwi3cbULo7d4FyDOzRC 1 nx3flT'IP6Ky4OdLmzv6NP 1.0 0 10.4.0 20.8-0 21 NO1•0•0 10.4.0 10-4-0 1.0.0 Scale - 1:36.3 4x6 = 3x4 = 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 0.09 Vert(L-) 0.00 12 rVr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 12 rUr 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 12 r1/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 98lb FT = 20%, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 20 SP No.3 REACTIONS. All bearings 20.8.0. lb) - Max Horz 2=-66(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 21, 22. 23. 17, 16. 15, 14. 12 Max Grav All reactions 250 lb or less at joint(s) 2, 19. 20, 21. 22, 23, 17, 16, 15, 14, 12 FORCES. (lb) • Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-71/252 Structural wood sheathing directly applied or 6.00 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15f1; Cat. II; Exp C: Encl.. GCpl=0.18, MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5.0-0, Exterior(2) 5-0-0 to 10.4.0. Comer(3) 10-4-0 to 16-4.0 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 gdp 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 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2.0.0 oc. 7) This truss has been designed for a 10.0 pst bottom chord live load rnonconcurrent 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 lit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20. 21. 22. 23. 17, 16, 15. 14. 12. Q WARNING. Vedly dedrn parameters end READ NOTES ON THIS AND INCLUDED W7EK REFERANCE PAGE A16T479 rev. M620016 BEFORE USE DMIgn valid for use only vAth MileW connecton. Btit design 6 toned only W= paaneters Mown. ad Is la an IndMdual IXAdnO comp onenl. not a In= system. Before use. the lxAding designr.•i mint verity the a X)WcdAlty of design pxacaneten ad Ixoperly ncorpotatu tinh design Into the overall bt6alrig design. Brocng indicated is to txevenl bucanO of IndliAdiKl lnm web and/or ctwrd members only. Additional temporary and permanent brackV WOW Is always rodalred lot stability and to prevent collating with possible pononal"aid txoi" damage. For ganoral guidance te0aaln0 the labdLalkxn. storage. delivery. erection cad bracing of fitntes and ntss systems sceANSI/TPI I Quality Criteria. DSB•89 and I1CSI BuBdlrig Component 6904 Parka East Blvd. safety Information ava lk"a from truss Note nsiltuto. 218 N. too Slieel. Salle 312. Alexandria. VA 22314. Tampa. Fl. 33610 Job Truss Truss Type Oty Ply T12960816 W P0132 T2 Common ' 4 1 IWPOI32013 Job Reference o hovel Builders FirstSource, Tampa, Plant City, Florida 33566 8.00 s Sep 15 2017 MI I eK industries, Inc_ Mon Jan 15 1c322:va zv I _ 4- s 4x6 = Scale = 1:34.9 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 FBC2017/rP12014 CSI. TC 0.58 BC 0.54 WS 0.24 Matrix-SH DEFL. In Ven(LL) 0.10 Ven(CT) -0.16 Horz(CT) 0.04 poc) Udell L/d 6-7 >999 240 6-7 >999 ISO 6 rVa IVA PLATES GRIP MT20 244/190 Weight: 89lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5.4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.2-13 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 6=752/0-3-8, 2=817/0.3-8 Max Horz 2=72(LC 16) Max Uplift 6=-196(LC 13). 2=-222(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1490/1335, 3-4=-1312/1241, 4-5=-1319/1289, 5.6— 1487/1378 BOT CHORD 2.9=-115311322, 7-9=-633/888, 6.7— 1153/1331 WEBS 4-7- 423/476, 5.7=-290/466, 4-9=-408/465, 3-9=-285/461 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 Comer(3) -1.0.0 to 5-0-0, Exterior(2) 5-0-0 to 10.4-0, Comer(3) 10-4-0 to 16.4-0 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) This truss has been designed for a 10.0 psi bottom chord live load noncorlcurrent 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 joint(s) except Qt=lb) 6=196, 2= 222. e Q WARNING - Verity dedpa pmunatme and READ NOTES ON TM AND INCLUDED AUTEK REFERANCE PACE N114477 rev. IMIS BEFORE USE Design vaild for use only vAm Mlfek9 conneelors. Ruh design Is based only upon pmamelers shown, and Is for an Individual building component. not a Mist system. Reloro lac. Ina bxMdhg doslpnet must verily the appllcatAlty, of design paanelots and Ixopedy Incorpaoto this design Into Ina overall btBdrlg design. ®oci g kKkaled Is to prevent budding of hudWldxl trust wet) and/or chord members only. Addllorsrb lemporary and permanent Lvodrg WOW is always requited got stability and to Ixovent collgne vAtn posshlo personal kyury and profxaly damago. For ganora Guddaice regadg the lasxlcalim storage. dollvcry. erection cuK1 bracing of trusses and trusssystems sec-ANS1/IPI I Quality Criteria. OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormadan avalk"o from hrat Plate Instilule. 218 N. Leo Shoot. Suite 312. Alexandria. VA 22314. Tonga. FL 336f 0 Job Truss Truss Type Oty Ply WP0132 T12960817 W P0132 T3 Roof Special Girder 1 1 014 Job Reference (optional) uumers t-irsl5ource, f ampa, man, Gary, mortaa 33bbb a"" r oep 10 ZV 1 r MI I ex Inausules, 111G. MUn Jtlm la 14:J4:ur cu 10 10:KijyNX6mvAVutaMbiix9kpz4RS4-7elXYCeTmGBaUY XuWWSggPJhsE8wXSne2fHx 14 10.4-0 13.8.0 17.4-0 21.0.0 24.2.2 28.0.0 9.0 Q 14 4-10-2 3.4.0 3-8.0 3.8.0 3 2-2 3.8 14 1.0-0I Scale - 1:60.8 4x6 = 3x8 = " "' - - 3x12 MT20HS -- 2x4 II Sx8 = 7x10 = 3x8 = 7x10 = 2x4 11 5-S•14 10d•0 13.8.0 17d-0 21-0.0 24.2.2 28.0.0 ssfa a-fA2 34-0 380 3.8.0 32.2 37.14 Plate Offsets (X Y)-- 15:0-5.4.0.2.81.f7:0-5.4.0-241.19:0.3-0.0-1.81.112:0-3-8.0-4-121.(14:0.0.0.0-2.121.115:0-1-12.0-0.01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (toc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(L-) 0.26 13.15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Ven(CT) 0.48 13.15 >695 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.99 Horz(CT) 0.09 9 rVa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 165lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.1.6 oc puffins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-11.15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1553/0-3.8, 9=2465/0-3-8 Max Harz 2=66(LC 31) Max Uplift 2=-424(LC 8), 9=-768(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3377/884, 3-4- 2959/860, 4-5=-2933/852, 5.6=-506211569, 6-7=-5062/1569, 7- 8=-5545/1737, 8.9=-5598/1726 BOT CHORD 2-17=-817/3063, 16.17=-817/3063, 15-16=-1265/4618, 13-15=-1264/4620, 12- 13-1530/5197. 11-12=-1540/5120. 9-11=-154015120 WEBS 3.16=-442/224, 4-16=-566/2004, 5-16=-2557/832, 5-13=-345/679, 7-13=-479/578, 7-12=-588/1983 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140171ph (3-second gust) Vasd=108mph; TCDL=4.2psf,. BCDL=3.Opsh h=15h; 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) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=424,9=768. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lb down and 96 lb up at 21-0-0 on top chord, and 1512 lb down and 474 lb up at 20-9.8, and 279 lb down and 114 lb up at 21-0-0 on bottom chord. The deslgrVselection of such connection device( s) Is the responsibility of others. 9) In the LOAD CASE( S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1. 4-54, 4. 5-54, 5-7-54, 7-10- 54. 2.9-20 Concentrated Loads (lb) Vert: 7=- 52(B) 12=- 1791(B) WARMWO • Vadry design pararneters and READ NOTES ON TIM AND WCLUDED ANREK REFERANCE PAGE N1167472 rev. fa&IMIS BEFORE USE Design validfor use only calm M,lek® co nneclots. ft design S based only upon parameters shown and is for an Individual building cornponLnI. not a uses system. Before use. tho towing doslanet must verity tho applicability of design parameters and proporiy Incorpotato tM design Into the over,, building design. Bracing Indicated Is to Welding of kfdlvlduel truss web and/or chord moinbots only. AddltWrlcl temporary and permanent bracing M iTek' prevent Is sways reryulred forstab6lty and to prevent collapse with possible personal kMay and property damage. ra grnoral guidance regarding the 6904 Parke East Blvd. kdMcallm storage, drllvery, erection andbracingoftrussesandtunasystemssooANSUIRIQualityCrilMa. 058.89 and SCSI Building component Tampa. FL 33610 Safety Irdotmeabn av,labte traintrussRaleInstitute. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Job Truss Truss Type Oty PlyI Tt2960818 W P0132 T4 Roof Special 1 1 IWP0132015 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a.13U s Sep 1S 2U1 / MI I eK industries, Inc. Man Jan 15 12:32:Ua 20l8 rage 1 ID:KIjyNX6mvAVukxMbiix9kpz4RS4-bgsvmYfSXaJ RSt21SE2NNtyRzGVS18FwtiOgUXzv6NL 1.0 0 5.5.14 10-4.0 11.8-0 , 19.0.0 23 2.2 28.0.0 ?9 0.0 rt•0.0' S•5.14 4-10.2 1.4.0 7.4-0 4.2.2 4.9.14 1.00 Sx6 = 5x8 = 5x8 = Scale a 1:49.7 3xB = 14 I3 12 tV 3x6 _ 2x4 II 6x8 = 3x4 = Sx6 we= 3x4 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(L-) 0.43 10.12 >781 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.63 10-12 >524 180 BCLL 0.0 Rep Stress Incr YES W8 0.38 Horz(CT) 0.06 8 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 136 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No 2 Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-1.0 oc bracing. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1087/0.3-8, 8=1087/0.3-8 Max Horz 2=-06(LC 17) Max Uplift 2=-268(LC 12), 8- 318(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2112/1652, 3.4_ 1860/1471, 4-5- 1785/1502, 5-6=-1688/1409, 6-7=-1895/1477, 7-8=-2157/1797 BOT CHORD 2-14_ 1414/1886, 13-14=-1414/1886, 12-13=-1090/1715, 10-12=-111811728. 8.10=-1556/1935 WEBS 5-12=-693/614, 6.10=-221/458, 7-10=-248/487, 4-13=-785/989, 3-13=-376/384 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5.0.0, Extedor(2) 5-0-0 to 10.4-0, Comer(3) 10-4-0 to 25-0-0, Extedor(2) 25-0.0 to 29-0-0 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 (jt=1b) 2=268, 8=318. Q WARNING . Verily dedyn puametere and READ NOTES ON TNIS ANDWCLUDED WTEK REFERANCE PAGE Ma-7472 rev. I603MIS BEFORE USE Design valid for use only with Mllek® connecters Inls degWt It based only upon parameters shown. and Is Ion an 71dNAducd txAdirtg cornponent, not a tnss system. 9etote use. the Ixdldhg designer must verity the applicability of design twraneters and ptoperiy Incorposalo this design Into the overall IxAding design, Bracing Indicated Is to prevent budding of kWNkhlal Irulss web and/or chord mernbers only. Addlllond temporary and permanent btocing WOW 6 always ieca/red lot sta blilly and to prevent collque with possible personal trtpey and property damage For genetal guidance tegadthg the IaditkbafkxL storage, delivery. etecllon and txockug of Iruses and truss systems soeANSI/TPI I Quality Criteria, OSS-09 and SCSI Sullmng Component 6904 Parke East Blvd Safety Information available train truss Rate Institute. 218 N. Lee Sheaf. Sidle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T12960819 WPOt32 TS Common' 6 i WPM32 016 Job Reference (optional) EWIldefs f•Irsmource, I amps, viani t iry, rwnoa sJ000 o• ww a .P Ii .^ 1.a. wo. •• n" 10: KfjyNX6mvAVulaMbllx9kpz4RS4-30OlzugjluRljs8voxzcv5UcLgndOYD36M8N0 zv6NK 0• 0 7-3.14 14.0.0 20.8.2 26.0.0 29 11 0 0' 7.3.14 6-8-2 6.8-2 7.3-14 ,-0.0 Scale: t/4'=1' 5 00 12 4x6 = jg 3X8 = 3x4 = 3x6 = 3x4 = Luff 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 FBC2017/rP12014 CSI. TC 0.89 BC 0.93 WB 0.52 Matrix- SH DEFL in (loc) Well LJd Vert( L-) -0.24 10.12 >999 240 Vert( CT) -0.45 8-10 >742 180 Horz( CT) 0.07 8 rVa n/a PLATES GRIP MT20 244/190 Weight: 122 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 REACTIONS. ( Ib/size) 2=1087/0-3-8, 8=1087/0-3.8 Max Horz 2=87(LC 12) Max Uplift 2= 292(LC 12). 8= 292(LC 13) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2047/1640, 3-5=-1814/1540, 5-7— 1814/1540, 7-8=-2047/1640 BOT CHORD 2-12=-1387/1837, 10.12=-755/1214, 8-10-1395/1837 WEBS 5.10=-49SM55, 7-10=-403/582, 5-12=-495/655, 3-12=-403/562 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.. GCpl= 0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extedor(2) 5-0-0 to 14-". Comer(3) 14.0-0 to 20-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2= 292.8=292. Q WARNWO • VwI y dedyn paremerere and READ NOTES ON THIS ANOWCLUDED NREK REFERANCE PAGE MY-7472 rev. 1116=01S BEFORE USE Design voild lot use only wpm Mllelr®connectors. Irgsdesign S bawd orgy upon porannaters anown, and is la an indAd al twlcitrig component. not a truss system. Before use. the building designer mint verily the applicability of design p afanarers and property incorporate this demon Into the ovadl beading design. Bracing Indicated Is to prevent budding of kv*Adud truss web and/or chord members only. Additional Iemperary and permanent Irdtcing M iTek' Is always required for stability and to prevent collapse with possible penal V*ffy and property damage. For ow-w b guidance, regarding One storage. delivery. etoctbatru n rcf bracingorssesandtruss system& secANSI/lP1I Quality Criteria. OSa-a9 and SCSI Wilding Component rk rk 6004 Parke EastBlvd.fabrication Safely Infaan matlavailablefrom tress Plate insOrute. 218 N. Loa Street. Suite 312. Alexandria VA 22314, Ten". East 0 n". Job Truss Truss Type City Ply T12960820 W P0132 V3 Valley 1 1 WP0132 017 Job Reference o Bonal Builders FirstSource. Tampa, Plant City. Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 12:32:10 2018 Page 1 ID:KfjyNXSmvAVulaMbjix9kpz4RS4-XC_gAEhM38Z9L?j6Zf4rS11 yo4Ld77dDKOIxYOzv6NJ 3.1.8 r 3-1.8 Scale - 1:9.3 2x4 'o 2c4 II LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(L-) rVa We 999 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a rda 999 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 3 rVa rVa BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 9lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.1-8 oC purlins, BOT CHORD 20 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 1=82/3-0.14, 3=82/3.0.14 MaxHOPZ 1=42(LC11) Max Uplift 1=-23(LC 12), 3=-29(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) 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 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 100 lb uplift at joint(s) 1, 3. Q WARNING. Vady dedprn paretestan and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE 1111167472 rev. 10OW eIS BEFORE US& Design valid for use only vAth Mflek® connectors. this design Is lased only upon parameters spawn, and Is rot an trxlMdual building component. nor a hiss systoin. Before use. the building designer must verity the applicability or desIM prxamolers and property Incogarator this design Into the overall building design. Bracing hndiealed Is to prevent buckling of Individual Inks web and/or chord members only. ALddillon al temporary and permanent bracing WOW Is always recluked for stability and to prevent collapse vAlh possible personal "and properly damage. For general guidance regarding the k9XICCr11 storage. dolNery. erection and tracing of trusses and Innssystemz soeANSVIPI1 Cultlry Critatla. OSS-89 and IICSI au" Component 6904 Parke East Blvd. Salary IMonnation available train truss Plate hnsilMe. 218 N. lee Sheet. Sullo 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply W PO132 T12960821 W P0132 VS Valley 1 1 Ole Job Reference (optional) Builders FirslSOurce, Tampa, Plant City, Florida 33566 a.130 s Sep 1 a 201 r Mi t etc muusmes, irc. mum aan i a i cam iv cv 16 rays , ID:KfiyNX6mvAVukxMbjtx9kpz4RS4-XC_gAEhM3Bz9L?j6Zf4rSl l sO41477dDKOtxYOzv6NJ Scale a 1:13.5 2x4 i 2x4 II LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) n/a rva 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) IVA rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=156/5-0-14, 3=156/5.0.14 Max Horz 1=79(LC 9) Max Uplift 1=-43(LC 12), 3=-56(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-122/256 Structural wood sheathing directly applied or 5-1.8 oc pudins, except end verticals. Rigid ceiling directly applied or f 0.0-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; End., GCp1=0.18; MWFRS (envelope) and C-C Comer(3) 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 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 100 lb uplift at joint(s) 1, 3. WARNWO - Va1/y daaign paramatera and READ NOTES ON TM AND WCLUDED M TEK REFERANCE PAGE 11f0.74n rev. t0O2H015 BEFORE USE Design valid for use only wAIh M 10105 Connectors. 8xs deslgrn Is t,ised only upon parameters shown. and Is la an Individual txAdIng component. not a trust system. Boforo use. the bxltdinp designer must verity the appllcabllly of design pxatanatom and pxoleriy Incorporate this design Into the overall Lading design. Bracing Indicated is to prevent buciding of Individual truss andweband/or Chard members only. AdUlloral temporary apermanent IxacIna M iTe k' Is always rocplrod for stolAlty and to prevent collapso vAth possible personal I fury and dxoporly damage. rot general gslda nce regarding the fatxk: alkm. storage. delivery. erection and Wacing of Irussos and truss systems. sueANSI/rPl I Quality Criteria, OSB-89 and SCSI Building Component 6904 Parka East Blvd. Safety Informatlo n available from truss Rate Institute. 218 N. Leo Street. Srlto 312. Alexandria. VA 22314. Tampa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets ore indicated. Dimensions ore in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/ loin For 4 x 2 orientation, locate plates 0-'46' 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 N Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. 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/TPI l : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information. Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown In ft-In-sixteenths Drawings not to scale) 2 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 NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311. ESR-1352. ESR 1988 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: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system. e.g. diagonal or X-brocing. is always required. See SCSI. 2. Truss bracing must be designed by on englneer. for wide truss spacing. Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design boding 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 wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted. this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber Is a nonstructurol 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 ore 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 purlln6 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 are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Inston and load verticolly 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 all portions of this design (front. back. words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria. Products BEARING HEIGHT SCHEDULEPIotIDLengthProductPliesNetQt 17J1 8-00-00 1-3/4' x 16' VERSA-LAM7 2.0 3100 SP2 2 17J2 29-00-00 16' BCI7 6000s-1.8 1 1 17J3 28-00-00 16' BCI? 6000s-1.8 1 6 17J4 26-00-00 16' BCI? 6000s-1.8 1 12 FJ5 25-00-00 16' BCI7 6000s-1.8 1 14 FJ6 21-00-00 16' BCI? 6000s-1.8 1 5 FJ7 8-00-00 16' BCI? 6000s-1.8 1 1 FJ8 6-00-00 16' BCI7 6000s-1.8 1 1 FJ9 5-00-00 16' BCI7 6000s-1.8 1 8 FJ10 4-00-00 16' BCI? 6000s-1.8 1 1 FJ11 3-00-00 16' BCI? 6000s-1.8 1 1 Rm1 16-00-00 1 1/8' x 16' TJ? Rim Board 1 5 Bkl 2-00-00 16' BCI? 6000s-1.8 1 31 lbw ust III we 28-H 28-0-0 ie Ills 23U16 KI Haw-2 9 5 Rnl CA m NOTES: u RMHf tM v" Z1 ALL TBI M GICU c TOM UM WIR 3J W fiAIE cvlvQTMUI le LM sT Tl l TaLL n CD t o a n To MM thN N7 N 9) BEMA 4MtAJ TEI OM M K 0 SHOP DRAWING APPROVA J11 W UMU IS TE SUE MMI FM FAHBZ qM IF MM aim V®5 all PE W AimaT¢nwl w FJ7 MM umn MM am OVA. w w u E MMM ENE 40 WE Val E BET. VE am= M UK a61015T 0M TINT Val E a bpM WWI W, TV CA n?uilders rstSource o Orlando PHOMEo 407-851-2100 Me 407-851— Plant City o 0 o 0 PHONE, 813-759-5951 Me 813-752 10 0 IKE Starlight Hones 7-4-0 20-8-0 7-4-0 20-8-0 28-0-0 28-0-0 2121 Lot 132 N IN 09/27/1 Josh F! RECORD COPY City of Sanford.-_ Building and Fire Prevention Product Approval Specifi Permit # # 1 8 9 9 3 Project Location Address 2ak3 SO'-`' Form SANFORD ARTv6 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.floridabuildinci.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 Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awnin Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 IN Category / Subcategory Manufacturer Product Description Florida Approval # includingdecimal 3. Panel Walls -- - Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R10 Other June 2014 r Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. 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-RlO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Boise Cascade Engineered 111 Products EASTERN SPECIFIER GUIDE for products manufactured in Alexandria [Lena], Louisiana I 1 r 1 i ' ir q 7 AL .\ I Bills y Aw 1L` - t. It's the SIMPLE FRAMING SYSTEM' featuring beams, joists and rim boards that work together as a system, so you spend less time cutting and fitting. In fact, the SIMPLE FRAMING SYSTEM® uses fewer pieces and longer lengths than conventional framing, so you'll complete jobs in less time. You'll Build Better Homes with the SIMPLE FRAMING SYSTEM` Now it's easier than ever to design and build better floor systems. When you specify the SIMPLE FRAMING SYSTEM® your clients will have fewer problems with squeaky floors and ceiling gypsum board cracks. The SIMPLE FRAMING SYSTEM® also means overall better floor and roof framing than dimension lumber allows. Better Framing Doesn't Have to Cost More Boise Cascade Engineered Wood Products' SIMPLE FRAMING SYSTEM® often costs less than conventional framing methods when the resulting reduced labor and materials waste are considered. There's less sorting and cost associated with disposing of waste because you order only what you need. Although our longer lengths help your clients get the job done faster, they cost no more. Environmentally Sound As an added bonus, floor and roof systems built with BCI® Joists require about half the number of trees as those built with dimension lumber. This helps you design a home both you and future generations will be proud to own. What Makes the SIMPLE FRAMING SYSTEM," So Simple? 2 Floor and Roof Framing with BCI® Joists Light in weight, but heavy-duty, BCI® Joists have a better strength / weight ratio than dimension lumber. Knockouts can be removed for cross -ventilation and wiring. Product Profiles, BCI® Architectural Specifications ......... 3 About Floor Performance, BCI® Residential Floor Span Tables, One Hour Floor/Ceiling Assembly ........................ 4 BCI® Floor Framing Details .......................... 5-6 BCr Joist Hole Location & Sizing, Large Rectangular Holes ... 7 BCI® Cantilever Details, Web Stiffener Requirements ..... 8-9 BCI® Floor Load Tables ........................... 10 - 12 BCI® Roof Framing Details ........................ 13 - 14 BCI® Roof Span Tables ........................... 15 - 18 BCI® Roof Load Tables ........................... 19 - 23 BCI° Design Properties, BCI'-'Allowable Nail Spacing ....... 24 Boise Cascade Rimboard Products/Properties ............ 25 21 Ceilings Framed with BCI Joists The consistent size of BCI® Joists helps keep gypsum board flat and free of unsightly nail pops and ugly shadows, while keeping finish work to a minimum. Z VERSA -LAMS' Beams for Floor and Roof Framing These highly -stable beams are free of the large-scale defects that plague dimension beams. The result is quieter, flatter floors (no camber) and no shrinkage -related call-backs. R] Boise Cascade Rimboard Boise Cascade Engineered Wood Products offer several engineered rimboard products regionally, including BC RIM BOARD® OSB, BC RIM BOARD® and VERSA -RIM® (check supplier or Boise Cascade EWP representative for availability). These products work with BCI® Joists to provide a solid connection at the critical floor/wall intersection. VERSA -LAM' Products, Specifications, Allowable Holes..... 26 VERSA -LAM® Details, Multiple Member Connectors ........ 27 VERSA -LA MI Floor Load Tables (100% Load Duration) ......... 28 VERSA -LAMS Snow Roof Load Tables (115% Load Duration) ..... 29 VERSA-LAhr Non -Snow Roof Load Tables (125% Load Duration). 30 VERSA -LAM® Closest Allowable Nail Spacing ............. 31 VERSA -LAM® Design Values ........................... 31 VERSA -LAM® 1.8 2750 Columns, VERSA -STUD® 1.7 2650 .. 32 Computer Software: BC FRAMER®, BC CALCI ............ 33 Framing Connectors: Simpson, USP ................ 34 - 35 Lifetime Guarantee ........................... Back Cover Eastern Product Profiles BCI1" Joists VERSA -LAM° VERSA -LAM® VERSA -LAM° BCI' 4500s 1.8 BCI® 5000s 1.8 BCI' 6000s 1.8 BCI® 6500s 1.8 BCI® 60s 2.0 BCI® 90s 2.0 1.7 2650 1.82750 2.03100 j1'/ TT 1'/ 1 1 1, T 1 fyt'T 9'/2" 9/2' 91/2" 11'/" 117e" 3'/2' 11'/" 9'1/ %11 /" 11, 1 q" ,/" 1 q" 3'/2' 3'/2' to 1" /a 1" 1to 116" to /." 24 16" 1 q„ 16" 16" ` 1I - I I -I I I I -I I ICI 1-1 1-11W 2" 25/16" 29hs" 25/16" 3'/z' 1'/2" 1'/," 3'/z' 3'/2'to5'W' 1 % ", 1'/." Some products may not be available in all markets. Contact your Boise Cascade EWP representative for availability. 3'/z', 5'% BCl' and VERSA -LAM products shall be installed in dry -use applications only, per their respective ICC ESR evaluation reports BCI° Joist Architectural Specifications Scope: This work includes the complete furnishing and installation of all BCI' Joists as shown on the drawings, herein specified and necessary to complete the work. Materials: BCI' Joists shall be manu- factured by Boise Cascade Engineered Wood Products with oriented strand board webs, VERSA -LAM' laminated veneer lumber flanges and waterproof, structural adhesives. Joist webs shall be graded Structural I Exposure 1 by an agency listed by a model code evaluation service. Strands on the face layers of the web panels shall be oriented vertically in the joist. The web panels shall be glued together to form a continuous web member. The web panels shall be machined to fit into a groove in the center of the wide face of the flange members so as to form a pressed glue joint at that junction. Design: The BCI' Joists shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allowable values and section properties developed in accordance with ASTM D5055 and listed in the governing code evaluation service's report. Drawing: Additional drawings showing layout and detail necessary for determining fit and placement in the building are (are not) to be provided by the supplier. Fabrication: The BCI' Joists and section properties shall be manufactured in a plant evaluated for fabrication by the governing code evaluation service and under the supervision of a third -party inspection agency listed by the corresponding evaluation service. Storage and Installation: The BCI' Joists, if stored prior to erection, shall be stored in a vertical and level position and protected from the weather. They shall be handled with care so they are not damaged. The BCI' Joists are to be installed in accordance with the plans and the Boise Cascade Engineered Wood Products Installation Guide. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing shall be provided to keep the BCI' Joists straight and plumb as required and to assure adequate lateral support for the individual BCI' Joists and the entire system until the sheathing material has been applied. Cocks: The BCI' Joists shall be evalu- ated by a model code evaluation service. Residential Floor Span Tables About Floor Performance Homeowner's expectations and opinions vary greatly due to the increase the joist depth, limit joist deflections, glue and screw a subjective nature of rating a new floor. Communication with the thicker, tongue -and -groove subfloor, install the joists vertically ultimate end user to determine their expectation is critical. Vibration plumb with level -bearing supports, and install a direct -attached is usually the cause of most complaints. Installing lateral bridging may ceiling to the bottom flanges of the joists. help; however, squeaks may occur if not installed properly. Spacing the joists closer together does little to affect the perception of the The floors an tables listed below offer three very differentpy floor's performance. The most common methods used to increase performance options, based on performance requirements of the the performance and reduce vibration of wood floor systems is to homeowner. THREE STAR*** FOUR STAR * * * * CAUTION MINIMUM STIFFNESS ALLOWED BY CODE CAUTION BCI® Live Load deflection limited to L/480: The common industry and design community standard for residential floorjoists, 33% stiffer than L/360 code minimum. However, floor performance may still be an issue in certain applications, especially with 9'/2" and 1134" deep joists without a direct -attached ceiling. Live Load deflection limited to L/960+: In addition to providing a floor that is 100 % stiffer than the three star floor, field experience has been incorporated into the values to provide a floor with a premium performance level for the more discriminating homeowner. Live Load deflection limited to L/360: Floors that meet the minimum building code L/360 criteria are structurally sound to carry the specified loads; however, there is a much higher risk of floor performance issues. This table should only be used for applications where floor performance is not a concern. Joist Depth Joist Series 12" o c 16" o.c. 19.2" O.C. 24" o.c. 32" o.c. 12' 0.C. 16" o.c. 19.2" o.c. 24" o.c. 32" O.C. 12" O.C. 16" O.C. 19.2" O.C. 24" O.C. 32" O.C. 4500s 1.8 16'-11 15'-6" 14'-B" 13'-7" 11'-9" 11'-6" 11'-6" 10'-0" 10'-0" 9'-7" 18'-9" 16'-8" 15'-3" 13,-7" 11'-9" 5000s 1.8 17'-0" 16'-0" 15-2" 14'-l" 12'-0" 111-6" 11'-0" 10'-0" 10'-0" 1 9'-11" 19'-4" 17'-9" 16-41" 14-7" 12'-0" 6000s 1.8 18'-2" 161-8" 151-8" 14'-8" 13'-4" 11'-6" 11'-6" 10'-0" 10'-0" 10' -0" 20'-2" 16-5" 1T-5" 16-9" 13'41" 6500s 1.8 16-8" 17'-1" 16-1" 160" 13'-0" 11'4" 11'-6" 101-0" 10'-0" 1U_Y. 2U-8" 16-11" 1 1T-10" 16'-7" 14-3" 4500s 1.8 20'-0" 18'-4" 1T-3" 15'-5" 13'-4" 15'-6" 14'-3" 13'-5" 12'-6" 114" 21,-10" 18'-11" 17'-3" 15'-5" 13'-4" 5000s 1.8 20'-9" 191-0" 17'-11" 16'-7" 13'-4" 16-6" 14'-9" 13'-11" 12'-11" 11'-9" 23'-0" 20'-C 18'-0" 16-7" 13'-A" 6000s 1.8 21'-7" 19'-8" 18'-7" 17'-4" 14'-10" 16-6" 15-4" 14-5" 13'-5" 12'-1" 23'-10" 21'-10" 20'-0" 1T-11" 14'-10" 117/ e" 6500s 1.8 22'-2" 20'-W 19'-2" 17'-10" 14'-10" 16-0" 15-10" 14-11" 13'-10" 12'-7" 24'-0" 22'-5" 21'-1" 16-10" 14-10" 60s 2.0 23'-T' 21'-0" 20'-4" 18'-11" 1V-4" IV-0" 16-9" 16-9" 14'-8" 13'-0" 28'-1" 23'-lW 22'-6" 21'-0" 16-4" 90s 2.0 28'-7" 24'-0" 22'-10" 21'-3" 19-4" 19'4" 18'-10" 17'-8" 16-5" 14'-10" 29'-5" 26_1W 26-3" 23'-0" 19'-4" 4500s 1.8 22'-9" 20'-7" 18'-9„ 16'-9" 13'-11" 17'-10" 16'-3" 15'4" 14'-3" 13'-0" 2T-10" 26- 7" 20'- 7" 22'- 1" 18'- 9" 20'- 2" 16'- 9" 18-- 0" 13'- 11" 13'- 11" 5000s1.8 23'-7" - 21'-7" - 20'-2" 181-0" 13'-11" 18'-6" 16-10" 16-11" 14'-9" 131-5" 6000s 1.8 24'-6" 22'-5" 21'-2" 19'-0" 16-5" 19'-2" 17'-6" 16'-.6" 16-4" 13'-11" 2T-1" 23'-11" 21'-10" 19'--6" 15-5" 14" 6500s 1.8 25-2" 23'-0" 21'-0" 20'-2" 16 S' 191-6" 17'-11" 16-11" 16-8" 14'-3" 27'-V 25-2" 22'-11" 20'-0" 15-5" 60s 2.0 26'-9" 246" 23'-0" 21'-0" 16-4" 20'-11" 19-0" 17'-11" 16-7" 15'-l" 29'-7" 2T-41" 26-6" 21'-10" 16-4" 90s 2. 0 W-1" 27'-5" 26-10" 124-0" 19'-0" 23'-0" 21'-4" 20'-0" 18'-6" 16-9" 33'-0" 30'-4" 28'-7" 26-0" 19'-0" 4500s 1. 8 25'-2" 22'-0" 20'A" 17'-11" 14'A" 19'-9" 18'-0" 17'-0" 15'-10" 14'A" 25'-5" 22'-0" 20'-l" 17'-11" 14'-1" 6000s 1. 8 27'-0" 24-9- 23'-4" 20'-10" 15'-g" 21'-2" 19'4" 18'-2" 16-11" 15-4" 29'-0" 28-0" 23'-4" 20'-10" 15-9" 16" 6500s 1.8 2T-9" 26-4" 23'-11" 21'-l" 16-9" 21'-9" 191-9" 18'-0" 17'-4" 151-8" 30'-8" 3Z-O' 26-11" 29'-10" 24'-0" 2T-4" 21'-l" 21'-10" 151-9" 164" 60s 2.0 29'-7" 2T-0" 26 6" 21'-10" 16-41" 23'-2" 2P-1.. 19'-10" 16-5" 26-0" 23'-7" 22'-2" 20'-0" 16-4" 90s 2. 0 1 33'-4" 30'-4" 28'-7" 26_2" 19'-7" 1 18'-7" 1 36-10" 33'-7" 31'-8" 26-2" 19'-7" Span table is based on a residential floor load of 40 psf live load and 10 psf dead load ( 12 psf dead load for 90s 2.0 joists). Span values assume 23/32' minimum plywood/OSB rated sheathing is glued and nailed to joists for composite action (joists spaced at 32" o.c. require sheathing rated for such spacing - 7/8' plywood/OSB). Span values represent the most restrictive of simple or multiple span appli- cations. Analyze multiple span joists with BC CALL® sizing software if the length of any span is less than half the length of an adjacent span. Span values are the maximum allowable clear distance between supports. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16" inches and less. Floor tile will increase dead load and may require specific deflection limits, contact Boise Cascade EWP Engineering for further information. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® sizing software. Shaded values do not satisfy the requirements of the North Carolina State Building Code. Refer to the THREE STAR table when spans exceed 20 feet.) One -Hour Fire Resistive Assembly 1 2 3 See the US version of the Boise Cascade Fire Design & Installation Guide for specific specific assembly information and other fire resistive options or contact your local Boise Cascade representative. ICC ESR 1336 FIRE ASSEMBLY COMPONENTS 1. Min. 23/32" thick tongue and groove sheathing (exterior glue), installed with long edge perpendicular to joist length, staggered one joist spacing with adjacent sheets, and glued to joists with construction adhesive. 2. BCI® Joists at 24" o.c. or less. 3. Two layers %" Type X or two layers ''/2" Type C gypsum board, installed per Figures 2 or 3 of ICC ESR 1336. SOUND ASSEMBLY COMPONENTS When constructed with resilient channels Add carpet & pad to fire assembly: STC=54 IIC=68 or Add3'/2' glass fiber insulation to fire assembly: STC=55 IIC=46 or Add an additional layer of minimum %" she STC=61 IIC=50 and 9' Y2" glass fiber insulation to fire assembly: Floor Framing X F06 F09 Now BC I' Joists, VERSA-LAM" and ALLJOIST' must be stored, installed and used in accordance with the Boise Cascade EWP Installation Guide, building codes, and to the extent not inconsistent with the Boise Cascade EWP Installation Guide, usual and customary building practices and standards. VERSA -LAM", ALLJOIST , and BCr Joists must be wrapped, covered, and stored off of the ground on stickers at all times prior to installation. VERSA -LAM`, ALLJOIS7 and BCI` Joists are intended only for applications SAFETY WARNING DO NOT ALLOW WORKERS ON BCI® JOISTS UNTIL ALL HANGERS, BCI® RIM JOISTS, RIM BOARDS, BCI® BLOCKING PANELS, X-BRACING AND TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI® Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI® Joists at the end of the bay. All hangers, BCI® rim joists, rim boards, BCI® blocking panels, and x- bracing must be completely installed and properly nailed as each BCI® Joist is set. Install temporary 1x4 strut lines at no more than eight feet on center as additional BCI® Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI® Joist with two 8d nails. The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCI® Joists to within '/z inch of true alignment before attaching strut lines and sheathing. Remove the temporary strut lines only as required to install the permanent sheathing. Failure to install temporary bracing may result in sideways buckling or roll- over under light construction loads. Do not stack construction materials (sheathing, drywall, etc) in the middle of BCI® Joist spans, contact Boise Cascade EWP Engineering for proper storage and shoring information. that assure no exposure to weather or the elements and an environment that is free from moisture from any source, or any pest. organism or substance which degrades or damages wood or glue bonds. Failure to correctly store, use or install VERSA -LAM". ALLJOISTI, and BCI° Joist in accordance with the Boise Cascade EWP Installation Guide will void the limited warranty. PRODUCT HANDLING TO AND AT JOB SITES There are some differences between engineered wood products and traditional lumber products in terms of product handling: Avoid handling and storing BCI®joists in the flat direction. VERSA -LAM" is denser and due to the coating applied to the surface, can be more apt to sliding. Please consider these differences when transporting and handling engineered wood products. Floor Framing Details F§7 Nail Boise Cascade Rimboard to BCI• Joists with 8d nail into each flange. Additional floor framing details available with BC FRAMER® software Dimension lumber is not suitable for use as rim board with BCI" Joists. Top Flange or Face Mount Joist Hanger VERSA -LAM" Dimension lumber Is not suitable for use as rimboard with BCI•Joists. Blocking may be required perpendicular to wall, consult design professional of record and/or local building official. One Bel nail Jl each side at bearing I -134" minimum bearing length (i'/4" required for 18" and deeper joists) To limit splitting flange, start nails at least 11h" from end. Nails may need to be driven at an angle to limit splitting of bearing plate. 1 . For load bearing wall above stacked over wall below). BCI" Joist' blocking. j Backer block minimum 12" wide). Nall with Joist 10-lOd na1Ls. Hanger Filler block Nail with 10. 10d nails. Backer block required where top flange Joist hanger load exceeds 250lbs. Install tight to too flange. 0 BCI• rim I F08 Blocking may be required at intermediate bearings for floordiaphragm per IRC in high seismic areas, consult local building official. Load bearing wall above t (stacked over wall below) 2x block. Double BCI® Joist Connection Filler Block see chart below) Web -Filler t Nailing 12" on -center Connection valid for all applications. Contact Boise Cascade EWP Engineering for specific conditions. LATERAL SUPPORT BCIm Joists shall be laterally supported at the ends with han ers, rimboard, BCIm rim joist or blocking panels. BCI blocking panels or rimboard are required at cantilever supports. Blocking may be required at intermediate bearings for floor diaphragm per IRC in high seismic areas, consult local building official. MINIMUM BEARING LENGTH FOR BCI11 JOISTS Minimum end bearing: 1%" for all BCI®Joists. 31h" is required atcantilever and Intermediate supports. Longer bearing lengths allow higher reaction values. Re ferto the building code evaluation report orthe BC CALC° software. NAILING REQUIREMENTS BCI® rim joist, rim board or closure panel to BCI®joist: Rims or closure panel 11/4 inches thick and less: 2-8d nails, one each in the top and bottom flange. BCI® 4500s/5000s rim joist: 2-10d box nails, one each in the top and bottom flange. BCIm 6000s/60s rimjoist: 2-16d box nails, one each in the top and bottom flange. BCI® 6500s/90s rim joist: Toe -nail top flange to rim Joist with 2-10d box nails, one each side of flange. B® rim joist, rim board or BCI® blocking panel to support: Min. 8d nails@ 6" o.c. per IRC. Connection per design pprofessional of record's specification for sheartransfer. BCI loisttosupport: 2-8d nails, one on each side of the web, placed 1% Inches minimum from the end of the BCIO Joist to limit splitting. Use of BCI• rimjoist requires 2x6 wall for minimum joist bearing. Solid all po from to bet below Double Squash Block Vertical Load bMt JolstSpecLn [In) Size 12 16 19.2 24 2x4 4463 3347 1 2789 2231 2.76 7013 15259 1 4383 13506 1. Squash blocks are to be in full contact with upper floor and lower wall plate. 2. Capacities shown are for a double squash blocks at each joist, SPF or better. REW Sheathing or rimboardl Jclosure BCI° Joist blocking required for cantilever. For load bearing cantilever, see pages 8Iand9. Uplift on backspan shall be considered in all cantilever designs. Sheathini;toBCl®'oist: Prescriptive residential floor sheathing nailing requires Bid common nails @ 6" o.c. on edges and @ 12 o.c. in the field (IRC Table R602.3(1)). See closest allowable nail spacing limits on page 24 for floor diaphragm nailing specified at closer spacing than IRC. Maximum bracingg spacing for full lateral stability: 18" for BCI® 4500s & 5000s, 24" for larger BCI® joist series. 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 Inch into the joist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further information. BACKER AND FILLER BLOCK DIMENSIONS Series Backer Block Thickness Filler Block Thickness 4500s or 3/4' Two %" wood panels or 1.8 wood panels 2 x 5000s a/4" or Ma" Two 3 4" wood panels or 1.8 wood panels 2 x 6000s 11%" ortwo'h" 2x_+'he" or 1.8 wood panels tit" wood panel 6500s 11.4" or two 5A" 2 x + sa" or 1.8 wood panels 11%"or two Ili" 3s" wood anel 60s2.0 2x_+'ha"or wood panels 2x_lumber h- wood anel 90s2.0 Double 2x_lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus 1/4" to avoid a forced fit. BCI• Joist blocking. 1 BOW Rlm Note: BCI"floor joist must be designed to carry wall above when not stacked over wall below. Blocking required underneath braced wall panels and shear walls, consult design professional of record. BCI® Joist Slope Cut Reinforcement Detail below restores original allowable shear/reaction value to cut end of BCI•Joist BCI• Joist shall not be used as a collar or rafter tension be. 2 x 6 min. rafter. Rafter shall be supported by ridge heam or other upper hearing support 12 1 mil Max. BCI' Heel depth Depth see table, 24" 2x blocking required at bearing (not shown for clarity). min. plywood/OSB rated sheathing as reinforcement Install reinforcement with face grain horizontal. Install on both sides of the joist, tight to bottom flange. Leave minimum W gap between reinforcement and bottom of top flange. Apply construction adhesive to contact surfaces and fasten with 3 rows of min.l0d box nails at 6" o.c. Alternate nailing from each side and clinch. Minimum Heel Depth EndM6/127/12 Roof Pitch Wall8/12 Bearin2x4 9/12 10/12 12/12 4%" 4Y.." 41/4" 4'/." 2X6 2°/e" 2%" 2'/"" 21/." WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCV' JOISTS FROM THE WEATHER BC11 Joists are intended only for applications that provide permanent protection front the weather. Bundles of product should be covered and stored off of the ground oil stickers. BCI' RIM JOISTS AND BLOCKING Vertical ad opacity Depthril Series No W.SJ') W.S.0 grit" 4500s 1.8, 5000s 1.8, 2300 N/A6000s1.8 6500s 1.8 4500s 1.85000s 1.8, 2150 N/A 11'/ a" 6000s 1.8:6500s 1.8 600. 0, 90s 2.0 2500 N/A 4500s 1.8, 5000s 1.8, 2000 N/A 14• 6000s 1.8 6500s 1.8 60s 2.0, 90s 2.0 2400 N/A 4500s 1.8, 6000s 1.8, 1900 2500 16" 6500s 1.8 60s 2.0, 90s 2.0 2300 2700 1) No web stiffeners required. 2) Web stiffeners required at each end of blocking, values not applicable for rim joists. N/ A: Not applicable BCI8 Joist Hole Location &Sizing BCI® Joists are manufactured with 1%" round perforated knockouts in the web at approximately 12" on center Minimum spacing - 2x greatest dimension D of largest hole (knockouts exempt) D DO No - see table below) I (see table below) ^ cut or notch t} Range N 0 ° A 1%" round hole may bNoholes (except knockouts) Y e allowed in bearing zones cut anywhere in the web. Do not cut holes Provide at least 3" of larger than 1W clearance from other holes. round in cantilevers. a A:_ i 4 JlGll ll'G Il Vrlr JULI L/VI x, 11JLrJ III LVUIr UJ IUVV, rJ 1U%.1U11 GU IIJI x711 IIVIGJ Vi C;0=1 Matt 1/2 Round Hole Diameter [in] 2 3 4 5 6 6'/2 7 8 83/a 9 10 11 12 13 Rectangular Hole Side 3 5 6 7in] 8 1'-0" 1'-1" 1'-5" 2'-1" 2'_9" 3'-1" 3'-5" Any 9%, Span 12 1'-0" 1'-2" 2'-2" 3'_2" 4'_2" 4'-8" 5'-2" Joist 16 1'-0" 1'-7" 2'-11" 4'-3" 5'-7" 6'-3" 6'-11" Round Hole Diameter [in] 2 3 4 5 6 6'/z 7 8 87/a 9 10 11 12 13 Rectangular Hole Side 2 3 4 5 7 8in] 8 1'-0" 1'-1" 1'-5" 1'-10" 2'-4" 2'-7" 2'-10" 3'-4" 3'-9" Any 12 Span 1'-0" 1'-4" 2'-1" 2'-10" 3'-7" 3'-11" 4'-3" 5'-0" 5'-8" 11'/" Joist 16 1'-0" 1'-10" 2'-10" 3'-9" 4'-9" 5'-3" 5'-9" 6'_9" 7'_7" 20 1'-1" 2'-3" 3'-6" 4'-9" 5-11" 6'-7" 7'_2" 8'-5" 9'_6" Round Hole Diameter [in] 2 3 4 5 6 6'/z 7 8 8% 9 10 11 12 13 Rectangular Hole Side 2 3 3 5 6 6 8 9in] 8 1'-0" 1'-1" 1'-2" 1'-3" 1'-8" 1'-10" 2'-1" 2'-6" 2'-10" 2'-11" 3'-4" 3'-8" 12 1'-0" 1'-1" 1'-3" 1'-10" 2'-6" 2'-10" 3'-1" 3'-9" 4'-3" 4'-4" 5'-0" 5'-7" Any 14" Span 16 1'-0" 1'-1" 1'-8" 2'-6" 3'-4" 3'-9" 4'-2" 5-0" 5'-8" 5'-10" 6'-8" 7'-5" Joist 20 1'-0" 1'-1" 2'-1" 3'-2" 4'-2" 4'-8" 5'-2" 6'-3" 7'-2" 7'_3" 8'-4" 9'-4" 24 1'-0" 1'-4" 2'-6" 3'-9" 5'-0" 5'-8" 6'-3" 7'-6" 8'-7" 8'-9" 10'-0" 11'-2" Round Hole Diameter [in] 2 3 4 5 6 6'/z 7 8 87/a 9 10 11 12 13 Rectangular Hole Side 2 3 5 5 6 8 9 10in] 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-3" 1'-7" 1'-11" 2'-0" 2'-5" 2'_9" 3'_2" 3'_7" 12 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-6" 1'-10" 2'-5" 2'-11" 3'-0" 3'-7" 4'-2" 4'-9" 5'-4" Any 16" Span 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-8" 2'-1" 2'-6" 3'-3" 3'-11" 4'-0" 4'-10" 5'-7" 6'-4" 7'-2" Joist 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-1" 2'-7" 3'-1" 4'-1" 4'-11" 5'-1" 6-0" 7'-0" 8'-0" 8'-11" 24 1'-0" 1'-1" 1'-2" 1'-4" 2'-6" 3'-1" 3'-9" 4'-11" 5'-11" 6'-1" 7'-3" 8'-5" 9'-7" 10'-9" DO cut in web area as specified 0 0 Select a table row based on joist depth and the actual joist span rounded up to the nearest table span. Scan across the row to the column headed by the appropriate round hole diameter or rectangular hole side. Use the longest side of a rectangular hole. The table value is the closest that the centerline of the hole may be to the centerline of the nearest support. The entire web may be cut out. DO NOT cut the flanges. Holes apply to either single or multiple joists in repetitive member conditions. For multiple holes, the amount of uncut web between holes must equal at least twice the diameter (or longest side) of the largest hole. 1I/V round knockouts in the web may be removed by using a short piece of metal pipe and hammer. Holes may be positioned verti- cally anywhere in the web. The joist may be set with the 11/" knockout holes turned either up or down. This table was designed to apply to the design conditions covered by tables elsewhere in this publication (maximum uniform PLF load). Use the BC CALC® software to check other hole sizes or holes under other design conditions. It may be possible to exceed the limita- tions of this table by analyzing a specific application with the BC CALC® software. Large Rectangular Holes in BCI° Joists Hole size table based on maximum uniform load of 40 psf live load and 10 psf dead load, at maximum spacing of 24" on -center. Single Span Joist Multiple Span Joist See Max Hole Size on hole Chart for Joist Depth rh Joist Span - - - Minimum 2x diameter/ width of largest hole Simple Span Joist 6'-0' Min -- - - -- Notes: Additional holes may be cut in the web provided they meet the specifications as shown in the hole distance chart shown above or as allowed usino BC CALC® sizino software- Q hole _ _See Max Hole Size on g hole Joist - Chart for Joist Depth ib Joist Span San Multiple Span Joist 12'-0'Min Multiple Span Joist 12'.0'Min Larger holes may be possible for either Single or Multiple span joists, use BC CALC° sizing software for specific analysis. Reinforced Load Bearing Cantilever Table BCI° Joists N_ Roof Total Load psf 35 45 55OacdFc 0 0 Joist S acin in n 16 19.2 24 16 19.2 24 16119.2124 24 0 0 0 0 0 X 0 X X 26 0 0 0 0 0 X 0 X X 28 0 0 X 0 X X X X X eq 30 0 0 X 0 X X X X X 0 32 0 0 X 0 X X X X X 34 0 0 X 0 X X X X X v 36 0 X X X X X X X X 38 0 X X X X X X X X 40 0 X X X X X X X X 42 0 X X X X X X X X 24 0 0 0 0 0 X 0 X X 26 0 0 0 0 0 X 0 X X 28 0 0 1 0 X X X X X 30 0 0 1 0 X X X X X 0 32 0 0 X 0 X X X X X N 34 0 0 X X X X X X X 36 0 0 X X X X X X X 38 0 X' X X X X X X X 40 0 X' X X X X X X X 24 0 0 0 0 0 0 0 X X 26 0 0 0 0 0 X 0 X X m 28 0 0 0 0 0 X X X X 30 0 0 0 0 0 X X X X 6 32 0 0 0 0 X X X X X 0 34 0 0 X 0 X X X X X ID 36 0 0 X 0 X X X X X 38 0 0 X X X X X X X 40 0 0 X X X X X X X 24 0 0 0 0 0 0 0 0 X 26 0 0 0 0 0 0 0 X X m 28 0 0 0 0 0 0 0 X X 30 0 0 0 0 0 X 0 X X 6 32 0 0 0 0 0 X 0 X X 34 0 0 0 0 X X X X X 36 0 0 X 0 X X X X X 38 0 0 X 0 X X X X X 40 1 0 0 X 0 X X X X X 24 0 0 0 0 0 WS 0 0 X 26 0 0 0 0 0 WS 0 0 X 28 0 0 0 0 0 X 0 WS X c? 30 0 0 0 0 0 X 0 WS X y 32 0 0 WS 0 0 X 0 X X 0 34 0 0 WS 0 0 X 0 X X v 36 0 0 WS 0 WS X 0 X X 38 0 0 X 0 X X X X X 40 0 0 X 0 X X X X X 42,0 0 X 0 X X X X X 24 0 0 0 D 0 WS 0 0 1 26 0 0 0 0 0 WS 0 0 1 m 28 0 0 0 0 0 WS 0 0 X 30 0 0 WS 0 0 1 0 0 X o 32 0 0 WS 0 0 1 0 1 X o 34 0 0 WS 0 WS X 0 X X 36 0 0 WS 0 WS X 0 X X 38 0 0 WS 0 WS X X X X 40 0 0 1 D 1 X X X X 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 1 m 28 0 0 0 0 0 WS 0 0 1 30 0 0 0 0 0 WS 0 0 X 0 32 0 0 0 0 0 1 0 WS X 34 0 0 WS 0 0 1 0 1 X 36 0 0 WS D 0 1 0 X X 38 0 0 WS 0 0 X 0 X X 40 0 0 1 0 WS X X X X Roof Total Load sf o 35 45 55 o m Joist S acin in 16 19.2 24 16 19.2 24 119.21 24 24 0 0 0 0 0 0 0 0 1 26 0 0 0 0 0 0 0 0 X 28 0 0 0 0 0 0 0 0 X 30 0 0 0 0 0 1 0 0 X 0 32 0 0 0 0 0 1 0 0 X m 34 0 0 0 0 0 X 0 1 X 36 0 0 0 0 0 X 0 1 X 38 0 0 0 0 0 X 0 1 X 40 0 0 1 0 0 X 0 X X 24 0 0 0 0 0 0 0 0 1 26 0 0 0 0 0 0 0 0 1 28 0 0 0 0 0 WS 0 0 X 30 0 0 0 0 0 1 0 0 X m 32 0 0 0 0 0 1 0 1 X oo 34 0 0 0 0 0 X 0 1 X 36 0 0 WS 0 0 X 0 1 X 38 0 0 1 0 0 X 0 1 X 40 0 0 1 0 1 X 1 X X 24 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 34 0 0 0 0 0 0 0 0 1 36 0 0 0 0 0 0 0 0 1 38 0 0 0 0 0 0 0 0 1 40 0 0 0 0 0 0 0 0 2 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 WS 0 0 WS 28 0 0 0 0 0 WS 0 0 1 30 0 0 0 0 0 WS 0 WS X y 32 0 0 0 0 0 WS 0 WS X 0 34 0 0 WS 0 0 1 0 WS X v 36 0 0 WS 0 0 X 0 WS X 38 0 0 WS 0 WS X 0 X X 40 0 0 WS 0 WS X WS X X 42 0 0 WS 0 WS X WS X X 24 0 0 0 0 0 WS 0 0 WS 26 0 0 0 0 0 WS 0 0 WS 28 0 0 0 0 0 WS 0 WS 1 30 0 0 WS 0 0 WS 0 WS 10 32 0 0 WS 0 0 WS 0 WS 2 34 0 0 WS 0 WS 1 0 WS X 36 0 0 WS 0 WS 1 0 WS X 38 0 0 WS 0 WS 1 WS 1 X 40 0 0 WS 0 WS 2 WS 1 X 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS m 28 0 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 WS 0 0 1 0 32 0 0 0 0 0 WS 0 WS 1 o 34 0 0 0 0 0 WS 0 WS 1 m 36 0 0 WS 0 0 WS 0 WS 1 38 0 0 WS 0 0 1 0 1 2 40 0 0 WS 0 WS 1_ 0_ 1 2 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS m 28 0 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 WS 0 0 1 0 32 0 0 0 0 0 WS 0 WS 1 uu) 34 0 0 0 0 0 WS 0 WS 2 m 36 0 0 WS 0 0 WS 0 WS 2 38 0 0 WS 0 0 1 0 1 2 40 0 0 WS 0 WS 1 0 1 2 1. Cut 48" long reinforcers to match the joist depth. Use min. 23/32" plywood/OSB-rated sheathing, exposure 1, 48/24 span rated. The face grain must be horizontal (measure the 48" dimension along the long edge of the panel). 2. Fasten the reinforcer to the joist flanges with 8d nails at 6" o.c. When reinforcing both sides, stagger the nails to limit splitting the joist flanges. 3. Attach web stiffeners per intermediate Web Stiffener Nailing Schedule on page 9. 4. Use the BC CALC® software to analyze conditions that are not covered by this table. It may be possible to exceed the limitations of this table by analyzing a specific application with BC CALC® software. N Roof Total Load psf 35 45 1 55 Joist S acin intio0 n 16 19.2 24 16 19.2 24 16 19.2 24 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 0 0 0 WS c 30 0 0 0 0 0 WS 0 0 1 w 32 0 0 0 0 0 WS 0 0 1 coo 34 0 0 0 0 0 WS 0 0 1 36 0 0 0 0 0 WS 0 WS 2 38 0 0 0 0 0 1 0 WS X p 40 0 0 WS 0 0 1 0 1 X 24 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 w 32 0 0 0 0 0 0 0 0 0 rn 34 0 0 0 0 0 0 0 0 WS 36 0 0 0 0 0 0 0 0 1 38 0 0 0 0 0 0 0 0 1 40 0 0 0 0 0 0 0 0 1 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 WS 0 0 WS 28 0 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 WS 0 WS WS 32 0 0 0 0 0 WS 0 WS 1 0 34 0 0 WS 0 0 WS 0 WS X v 36 0 0 WS 0 0 WS 0 WS X 38 0 0 WS 0 WS 1 0 WS X 40 0 0 WS 0 WS 1 WS WS X 42 0 0 WS 0 WS X WS 1 X 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 WS 0 0 WS 30 0 0 0 0 0 WS 0 0 WS 0 32 0 0 0 0 0 WS 0 WS WS 0 34 0 0 0 0 0 WS 0 WS 1 36 0 0 WS 0 0 WS 0 WS 1 38 0 0 WS 0 0 WS 0 WS 2 40 0 0 WS 0 WS WS 0 WS 2 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 WS 0 0 WS io 30 0 0 0 0 0 WS 0 0 WS 0 32 0 0 0 0 0 WS 0 WS 1 34 0 0 0 0 0 WS 0 WS 1 36 0 0 WS 0 0 WS 0 WS 2 38 0 0 WS 0 0 WS 0 WS 2 40 0 0 WS 0 WS WS 0 WS 2 24 0 0 0 0 0 0 0 0 WS 26 0 0 0 0 0 0 0 0 WS 28 0 0 0 0 0 0 0 0 WS c 30 0 0 0 0 0 WS 0 0 WS N 32 0 0 0 0 0 WS 0 0 WS w 34 0 0 0 0 0 WS 0 WS WS 36 0 0 0 0 0 WS 0 WS 1 38 0 0 0 0 0 WS 0 WS 1 40 0 0 WS 0 0 WS 0 WS 1 24 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 c 30 0 0 0 0 0 0 0 0 0 cli0 32 0 0 0 0 0 0 0 0 0 m 34 0 0 0 0 0 0 0 0 WS 36 0 0 0 0 0 0 0 0 WS 38 0 0 0 0 0 0 0 0 1 40 0 0 0 0 0 0 0 0 1 KEY TO TABLE 0 .... No Reinforcement Required WS .... Web Stiffeners at Support 1 .... Web Stiffeners Plus One Reinforcer 2 .... Web Stiffeners Plus Two Reinforcers X .... Use Deeper Joists or Closer Spacing Reinforced Load Bearing Cantilever Detail 2'f" 2'-0" The tables and details on pages 8 and 9 indicate the type of reinforcements, if any, that are required for load - bearing cantilevers up to a maximum length of 2'-0". Cantilevers longer than 2'-0" cannot be reinforced. However, longer cantilevers with lower loads may be allowable without reinforcement. Analyze specific applications with the BC CALC' software. PLYWOOD / OSB REINFORCEMENT If Required per Table on page 8) 23i32" Min. x 48" long plywood / OSB rated sheathing must match the full depth of the BCI® Joist. Nail to the BCI® Joist with 8d nails at 6" o.c. and nail with 4-8d nails into backer block. When reinforcing both sides, stagger nails to limit splitting. Install with horizontal face grain. The tables on page 8 assume a wall weight of 100 plf, in addition to the roof loading shown. Applications with loading that exceeds the loads shown shall be analyzed with BC CALC® software. These requirements assume a 100 PLF wall load. Additional support may be required for other loadings, see BC CALC® software. as" min. plywood/OSB or rimboard closure. Nail with 8d nail Into each flange. \ Structural Panel reinforcement / 0 BCI° Joist blocking required for cantilever Backer block Uplift on back span shall be considered In all cantilever designs Non -Load Bearing Wall Cantilever Details BCI® Joists are intended only for applications that Fasten the 2x8 minimum to the BCI® Joist by nailing through the backer block and provide permanent protection from the weather. joist web with 2 rows of 10d nails at 6" on center. Use 16d nails with BCI® 90s 2.0 joists. Clinch all nails. BCI`Jolst blocking Wood Structural Wood backer block11-Panel 2x Closure Closure See page 6 of Eastern 2x8 minimum Specifier Guide BCI Joist blocking Drywall Ceiling or Section View Wood Structural Back Span Maximum Minimum i%Times Panel Soffit 1/3 Back Span Cantilever Length Not to exceed 4'-0" Back Span Maximum 3'h° inThesedetailsapplytocantileverswithuniformloadsonly. bearing s/s Back Span It may be possible to exceed the limitations of these details by analyzing not 4 ex eed a specific application with the BC CALCe software. Web Stiffener Requirements See Web Small Gap: min., 2" max. 2" min. 4" max. Stiffener NailingSchedule chart Web Stiffener Width Gap Clinch 2"min 4" max. Nails right Fit Web Stiffener required when concentrated load exceeds 10001bs Web stiffeners applied to both sides of theloat web Stiffener Specifications For Structural Lateral BCI Joist Capacity Restraint Minimum Series Min. Thick) in HanHanger9 Width 4500s 1.8 Ya" W. 25/16" 5000s 1.8 54. W. 25/16' 6000s 1.8 i' Ohs" 6500s 1.8 s" 1" or 1'/" 25/16" 60s 2.0 90s 2.0 2x4 lumber (vertical) NOTES Web stiffeners are optional except as noted below. Web stiffeners are always required in hangers that do not extend up to support the top flange of the BCI® Joist. Web stiffeners may be required with certain sloped or skewed hangers or to achieve uplift values. Refer to the hanger manufacturer's installation requirements. Web stiffeners are always required in certain roof applications. See Roof Framing Details on page 14. Web stiffeners are always required under concentrated loads that exceed 1000 pounds. Install the web stiffeners snug to the top flange in this situation. Follow the nailing schedule for intermediate bearings. Web stiffeners may be cut from structural rated wood panels, engineered rimboard or 2x lumber BCI° 90s only). For Structural Capacity: Web stiffeners needed to increase the BCI° Joist's reaction capacity at a specific bearing location. Lateral Restraint in Hanger: Web stiffeners required when hanger does not laterally support the top flange (e.g., adjustable height hangers). Web stiffeners may be of multiple thickness e.g., BCI° 6500s, double'1V panel OK). Web stiffeners may be used to increase allowable reaction values. See BCI® Design Properties on page 24 or the BC CALC® software. BCI® Joist Bearing Location Joist Series Depth 9'/z' End 2-8d Intermediate 2-8d 11781, 2-8d 3-8d 4500s 1.8 14" 2-8d 5-8d 16" 2-8d 6-8d 9'/2' 2-8d 2-8d 5000s 1.8 117/e" 2-8d 3-8d 14" 2-8d 5-8d 9'/2" 2-8d 2-8d MS., 2-8d 3-8d 6000s 1.8 14" 2-8d 5-8d 16" 9%2' 2-8d 2-8d 6-8d 2-8d 117/e 2-8d 3-8d 6500s 1.8 14" 2-8d 5-8d 16" 2-8d 6-8d 117/e' 2-8d 3-8d 60s 2.0 14" 2-8d 5-8d 16" 2-8d 6-86 3-16d 3-16d 90s 2.0 14" 5-16d 5-16d 16" 6-16d 6-16d 1, Floor Load Tables Allowable Uniform Floor Load in pounds per lineal foot [PLF]) li'% Load Duration BCI® 4500s 1.8 Series 1%" Flange Width BCI® 5000s 1.8 Series 2" Flange Width 9'/" BCI® 4500s 1.8 11'/8' BCI® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 9'/' BCI® 5000s 1.8 11'/a' BCI® 5000s 1.8 14" BCI® 5000s 1.8 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load 6 280 300 313 316 280 300 313 7 240 257 268 271 240 257 268 8 210 225 235 237 210 225 235 9 186 200 208 211 186 200 208 10 147 168 180 188 190 163 168 180 188 11 113 152 163 170 172 126 152 163 170 12 89 131 144 150 156 158 99 140 150 138 156 144137111111513814414679128129 14 57 96 94 123 134 135 64 111 105 128 134 15 47 83 77 107 112 125 126 53 96 86 120 108 104 125 11716649493112118448572 17 54 83 79 67 99 105 111 61 96 86 88 75 110 101184674888910051 19 57 79 76 90 44 77 64 55 48 42 91 82 74 68 20 49 71 66 81 21 43 65 57 74 22 50 67 23 44 61 24 25 Total Load values are limited by shear, moment, or deflection equal to L/240. Live Load values are limited by deflection equal to L/480. For deflection limits of L/360 and L/960, multiply the Live Load values by 1.33 and 0.50 respectively. Both the Total Load and Live Load columns must be checked. Where a Live Load value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Table values do not consider composite action from gluing and nailing floor sheathing (composite action is considered in floor span tables on page 4). Total Load values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. For assistance with floor design, consult the section About Floor Performance on page 4. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Floor Load Tables Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 11', Load Duration BCI® 6000s 1.8 Series BCI® 6500s 1.8 Series 25/16" Flange Width 29/16" Flange Width 9'/" BCI® 6000s 1.8 11'/" BCI® 6000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 9'/" BCI® 6500s 1.8 11'/8' BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Span Length Live Load Total Load Live Load Total Load Live Load Total Load Live Load Total Load Live Total Load Load Live Total Load Load Live Load Total Load Live Total Load Load 6 320 333 346 353 302 265 235 153 121 97 79 65 54 46 320 274 240 213 192 174 160 147 137 124 109 92 333 - 346 285 - 297 250 - 260 222 - 231 200 - 208 181 - 189 166 - 173 153 - 160 129 142 - 148 106 133 - 138 89 125 127 130 75 117 107 122 64 110 91 115 I 54 99 78 109 47 89 68 104 41 81 59 96 51 88 45 80 40 74 353 302 265 235 212 192 176 163 151 141 132 124 117 104 111 90 106 78 100 69 96 60 92 53 84 47 77 42 72 7 274 285 297 8 240 250 260 9 213 222 231 10 183 192 200 208 212 11 141 174 181 189 192 12 112 160 166 173 176 13 89 147 144 153 160 163 14 73 129 117 142 148 151 15 60 112 97 133 138 141 16 50 98 81 125 117 130 132 17 42 84 68 112 99 122 124 18 58 100 84 115 112 117 19 50 89 72 106 96 111 20 43 81 62 96 83 106 21 54 87 72 99 22 47 79 63 90 23 42 72 56 83 24 49 76 25 44 70 26 27 28 29 30 Floor Load Tables Allowable Uniform Floor Load in pounds per lineal foot [PLF]) 11', BCI° 60s 2.0 Series 25/16" Flange Width Load Duration BCI° 90s 2.0 Series 3'/2' Flange Width Span Length I M, BCI® 60s 2.0 Live Total Load Load 14" BCI® 60s 2.0 Live Total Load Load 16" BCI® 60s 2.0 Live Total Load Load 11 ' BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI® 90s 2.0 Live Total Load Load Live Total Load Load Live Load Total Load 6 366 314 275 244 220 200 183 169 157 146 137 129 122 115 110 100 87 110 95 82 72 63 55 49 43 366 314 275 244 220 200 183 169 157 146 137 129 122 115 110 104 100 95 91 87 109 95 84 74 65 58 52 47 42 366 314 275 244 220 200 183 169 157 146 137 129 122 115 110 104 100 95 91 88 84 81 78 152 129 110 95 83 72 63 56 49 44 450 385 337 300 270 - 245 225 207 192 180 168 158 150 142 135 128 122 112 99 88 134 117 102 90 79 70 63 56 50 45 41 453 388 340 302 272 247 226 209 194 181 170 160 151 143 136 129 123 118 113 108 104 100 91 82 119 105 94 83 75 67 61 55 50 456 391 342 304 274 249 228 210 195 182 171 161 152 144 137 130 124 119 114 109 105 101 97 94 91 7 8 9 10 11 12 13 155 128 107 90 77 66 57 50 43 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total Load values are limited by shear, moment, or deflection equal to L/240. Live Load values are limited by deflection equal to L/480. For deflection limits of L/360 and L/960, multiply the Live Load values by 1.33 and 0.50 respectively. Both the Total Load and Live Load columns must be checked. Where a Live Load value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Table values do not consider composite action from gluing and nailing floor sheathing (composite action is considered in floor span tables on page 4). Total Load values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. For assistance with floor design, consult the section About Floor Performance on page 4. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. rnnAl FOR INSTALLATION STABILITY, Temporary strut lines - (1x4 min.) 8 ft. on center maximum. Fasten at each joist with two 8d nails minimum. I SAFETY WARNING Roof Framing BCI° Rafters Structural ridge VERSA -LAM® or load -bearing wall required. Blocking or other lateral support required at end supports. When installing Boise Cascade EWP products with treated wood. use only connectors/ fasteners that are approved for use with the corresponding r,od treatment. DO NOT ALLOW WORKERS ON BCI" JOISTS UNTIL ALL HANGERS, BCI"' SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO RIM JOISTS, RIM BOARDS, BCIs BLOCKING PANELS, X-BRACING AND PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED TEMPORARY 10 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: Build a braced end wall at the end of the bay, or permanently install the first eight feet of BCI® Joists and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of BCI® Joists at the end of the bay. All hangers, BCI® rim joists, rim boards, BCI® blocking panels, and x-bracing must be completely installed and properly nailed as each BCI® Joist is set. Install temporary 1x4 strut lines at no more than eight feet on center as additional BCI® Joists are set. Nail the strut lines to the sheathed area, or braced end wall, and to each BCI® Joist with two 8d nails. The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the BCI® Joists to within '/. inch of true alignment before attaching strut lines and sheathing. Remove the temporary strut lines only as required to install the permanent sheathing. Failure to install temporary bracing may result in sideways buckling or roll-over under light construction loads. BCI® Ceiling Joist with Bevel End Cut (For Limited -Access Attics Only) BCI' Joist shall not be used as collar/tension tie. Roof rafter shall be supported by ridge beam or other upper bearing support. Continuous floor sheathing or ix4 Nailer ® Max. 4'-0• o.c. 2'6• o.c. or BCI* 4500s) 3'-0" o.c. or BCI* 5000s) Minimum Heel Depth F(See table at right) 12 LMln. 6 ` RafterStrut_.. 9%". 11%" or 14" Web BCI.4500s/5000s/6000s/6500s Filler Ceiling Joist ® 24" o.c. Maximum 3ih" Minimum Bearing 2x4 Well) Each End Roof Rafter Ceiling Loads: Live Load = 10 psf Dead Load = 7 psf t.,2X Blocking Maximum Span Lengths Without Roof Loads 9'/i" BCI" 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 20'-0" 117 a" BCI" 4500s 1.8 / 5000s 1.8 / 6000s 1.8 / 6500s 1.8 22'-6" 14" BCI" 4500s 1.8 / SOOOs 1.8 / 6000s 1.8 / 6500s 1.8 24'-6" If roof loads present, see Notes 2 8 3 at right) Minimum Heel Depths Joist Depth End Wall 2 x 4 2 x 6 911q" 21/2" 1's, 11%11 3W 2A" 14" 4%i' 3'/2" Notes: 1) Detail is to be used only for ceiling joists with no access to attic space. 2) Ceiling joist must be designed to carry all roof load transferred through rafter struts as shown. 3) BCI® ceiling joist end reaction may not exceed 550 pounds. 4) Minimum roof slope is 6/12. 5) Nail roof rafter to BCI® top flange with 1 -1Old (3" long) box or larger nail. 6) 1x4 nailers must be continuous and nailed to a braced end wall. 7) Install a web filler on each side of BCI" Joist at beveled ends. Nail roof rafter to BCI" Joist per building code requirements for ceiling joist to roof rafter connection. Roof Framing Details Additional roof framing details available with BC FRAMER° software 2x beveled plate for slope 1 Rimboard / VERSA -LAM® blocking. greater than Ventilation "V" cut: s of length,'/s of depth* fitFlange VERSA-LAM® blocking. ntilation "V" cut: length,'/z of depth 2x4 blocking TiFlange of BCI® Joists may for soffit foe birdsmouth cut only at support. 2'-6" maz sthe low end of the joist. Birdsmouth cut BCI® Joist Simpson VPA or USP TMP connectors or equal can Flange of BCI® Joists may be birdsmouth cut only atlange must bear fully onbeusedinlieuofbeveledplateforslopesfromthelowendofthejoist. Birdsmouth cut BCI® Joistlate, web stiffener 3/12 to 12/12. flange must bear fully on plate, web stiffener required reouired each side. each side. Bottom flange shall be fully supported. 1 10d nails- Simpson or USP LSTA24 strap, nailing per Simpson or USP LSTA24 strap where slope 2x4 one side for 135 PLF max. at 6" o.c. governing building code. exceeds 7/12 (straps may be required for lower 2x6 one side for 240 PLF max. BCI blocking slopes in high -wind areas). Nailing per governing VERSA -LAM LVL Holes cut building code. support beam. for ventilation. VERSA -LAM® - LVL support beam. Backer block.- , C Thickness per corresponding BCI® series. —2x block BCI® blocking Holes cut 4'-0" horiz. for ventilation. ouble-beveled wood plate. Beveled web stiffener on each side. Blocking on both sides of ridge may be required for 2'-0" hori shear transfer per design professional of record. Simpson LSSUI or USP TMU hanger. 1 1 1 L 1 Double joist may be Backer block L required when L exceeds i minimum 12" wide). 2'-0" rafter spacing. t Joist Nailwith 10-10d nails. max i Hanger Blocking as required. g q Nail I outrigger i through BCI® web. DO NOT bevelcutjoist iller block. Nail beyond inside face of wall, except with 10 -10d nails. for specific conditions in details 2" x _ outrigger shown on pages 6 and 13 of the Backer block required where top flange notched around BCI® Eastern Specifier Guide. joist hanger load exceeds 250 lbs. top flange. Outrigger Install tight to top flange. spacing no greater End Wall. than 24" on -center. LATERAL SUPPORT BCI®Joists must be laterally supported at end supports including supports adjacent to overhangs) with hangers, rimboard, or blocking (VERSA -LAM®, BOISE CASCADE® Rimboard or BCI®Joist). Metal cross bracing or other x-bracing provides adequate lateral support for BCI®Joists, consult governing building code for roof diaphragm connection provisions. MINIMUM BEARING LENGTH FOR BCI" JOISTS Minimum end bearing: 11fz" for all BCI® Joists.3'h" is required at cantilever and intermediate supports. Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report or the BC CALC® software. NAILING REQUIREMENTS BCI® rim joist, rim board or closure panel to BCI®joist: Rims or closure panel 1'/4 inches thick and less: 2-8d nails, one each in the top and bottom flange. BCI® 4500s/5000s rim joist: 2-10d box nails, one each in the top and bottom flange. BCI® 6000s/60s rim joist: 2-16d box nails, one each in the top and bottom flange. BCI® 6500s/90s rim joist: Toe -nail top flange to rim joist with 2-10d box nails, one each side offlange. BCI® rim joist, rim board or BCI® blocking panel to support: Mi n. 8d nails @ 6" o.c. per I RC. Connection per design professional of record's specification for shea r transfer. BCI® joist to support: 2-8d nails, one on each side of the web, placed 11k inches minimum from the end of the BCI®Joist to limit splitting. Sheathingto BCI®joist: Prescriptive residential floor sheathing nailing requires 8d common nails @ 6" o.c. on edges and @ 12" o.c. in the field (IRC Table R602.3(1)). See closest allowable nail spacing limits on page 24 for floor diaphragm nailing specified at closer spacing than IRC. Maximum nail spacing for minimum lateral stability: 18" for BCI® 4500s and 5000s, 24" for larger BCI® joist series. 14 gauge staples may be substituted for 8d nails if the staples penetrate at least 1 inch into thejoist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for fu rther information. BACKER AND FILLER BLOCK DIMENSIONS Series Backer ckTtrickBta4500s Filler Block Thickness 1.8 n4woodpanela Two 5/s" wood panels or 2 x_ 1/4" or 'Is" wood -panels 5000s 1.8 Two'/4" wood panels or 2 x - 6000s 1.8 1'A" or two'h" wood panels_ 1'/e" or two 5/e• w_oodpanels 2 x +'/,,' or S4" wood panel 2 x + 5/e" or'/4" wood panel 2 x +'/,s" or h" wood panel 6500s 1.8 6Os 2.0 11/e"or two'fz" wood anels 2x lumber Double 2x lumber90s2.0 Cut backer and filler blocks to a maximum depth equal to the web depth minus'/4" to avoid a forced fit. WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT BCI® JOISTS FROM THE WEATHER BCI® Joists are intended only for applications that provide permanent protection from the weather. Bundles of BCI® Joists should be covered and stored off of the ground on stickers. MAXIMUM SLOPE Unless otherwise noted, all roof details are valid for slopes of 12 in 12 or less. VENTILATION The 11h inch, pre -stamped knock -out holes spaced at 12 inches on center along the BCI® Joist may all be knocked out and used for cross ventilation. Deeperjoists that what is structurally needed may be advantageous in ventilation design. Consult local building official and/or ventilation specialist for specific ventilation requirements. BIRDSMOUTH CUTS BCI® Joists maybe birdsmouth cut only at the low end support. BCI® Joists with birdsmouth cuts may cantilever up to 2'-6" past the low end support. The bottom flange must sit fully on the support and may not overhang the inside face of the support. High end supports and intermediate supports may not be birdsmouth cut. Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. 115% and 125% Load Duration BCI® 4500s 1.8 Series BCI® 5000s 1.8 Series 13%" Flange Width 2" Flange Width 9'/i' 11'/e' 14" 16" 9'/i' 11'/d' 14" BCI® 4500s 1.8 BCI® 4500s 1.8 BCI® 4500s 1.8 BCI® 4500s 1.8 BCI® 5000s 1.8 BCI® 5000s 1.8 BCI® 5000s 1.8 Live Dead 4/12 4112 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 Load Load or to to or to to or to to or to to or to to or to to or to to psf] [psf] Less 8112 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- 20 10 23'-10' 22'-6" 20-10 28-5' 26-9' 24-10' 32 3 30'-5 28 3" 35'-9' 33-8' 31'-3 4'-10' 23'-5" 12V-9" 29 7 27-11 25 11' 33-8' 31'-9" 229'55" Snow 20 15 122'-T' 21-3" 19'-7" 26'-11' 254' 23'-4" 30 7 28'-9 26-6" 33'-6" 31'-10' 29'-4' 23'-6" 22'_V 20'-5" 28 0 26'-4 24-4" 1 10 29'-11' 27'-7" 125% 20 20 29-2 2T-4 25-1" 31' 4" 30-3" 2T-10' 22'-5" 21'-0" 19' 4" 26 9' 25'-0 23'-0" 30 5" 28'-5" 26' 221-7" 20'-2' r18'-7" 25'$" 24'-0' 22-1' 25 10 22'$" 21'-5" 19'-11" 26-11" 26$" 23-8" 30'-2" 29'-0" 26-11" 32'-3"' 31'-7" 29'-10" 23'-7" 22'-4" 20'-9" 28'-1" 26'-7" 24'-9" 31'-11" 30'-2" 28'- 112"" 25 15 21'-7" 20'4" 18'-10" 26-9" 24' 2" 22'.5" 28' 2" 27-5" 26-6" 30'-1" 294' 28'.3" 22'-6" 21'-2" 19'-7" 6'-10" 25'-3" 234" 30'-3" 28'-8" 26'-7" O.C.C. 30 10 21'-8" 20'-6" 19'4' 26-9" 24-5" 22'-9" 28'-3" 27'-9" 26-11" 30'-2" 29'-8" 28'-8" 22'-7" 21'-4" 19'-11' 6-10" 25'-5" 23'-9" 30' 4' 26-11" 27-0" Snow 30 15 20'-9" 19'-7" 18' 2" 24'-5" 234" 21'$" 26'-7" 26-11" 24'-7" 28'-5" 27-9" 26-10" 21'-7" 20'-5" 18'-11' 25'-9" 24'4" 22'-7" 28'-6" 27'-8" 25'-8" 115% 40 10 19'-8" 18'-11" 17-10" 23-2" 22'$" 21'-3" 25-3" 24-11" 24'-2" 27-0" 26-8" 26-1" 20'-6" 19'-8" 18'-7" 24'-5" 23-5" 22'-2" 27-2" 26-8" 25'-2" 40 15 19'-5" 18'4" 17-1" 22'-1" 21'$" 20'-4" 24-1" 23'-7" 22'-11" 26-8" 25'-2" 24'$" 20'-2" 19'-1" 17'-10' 23'-8" 22'-9" 21'-3" 5'-10" 25'-4" 24'-1" 50 10 18'-3" 17'-6" 16'-T' 21' 2' 20'-10" 19'-9" 23'-1" 22'-10" 22'.5" 24'$" 24-4" 24'-0" 19'-0" 18'-3" 17'-3" 22'-8" 21'-9" 20'-7" 4'-10" 24'-6" 23'-5" 50 15 17AV 174" 16-3" 20'4" 20'-0" 19'-4" 22-2" 21'-9" 21'-3" 23'-8" 23-3" 22'-9" 19'-0" 18'-1" 16-11' 22-u' 21'-j' 9'-8" 1'-10" 21'-5" 20'-2" 26 1r" 2 "'-4" 23'-6" 23'-9" 23'4" 22'-10' 30-6" 8' , : '-3Non- 20 10 21'-7" 20'-5" 18'-11" 25'-9" 24'-3' 22'$" 29'-3" 2T 7" 25'-7" 3'-4" 24'-4" 27-11" 21'-1" Snow 20 15 20'-09" " 19'-3' 1T- 27-2" 20-0" 24'-0" 29'-0" 28'-2" 26-7" 44 -- t24'-11" 21'- 4" 20'-0" 18'-6" 25'-5" 23'-10" 22'-0" 8'-11" 27-1" 25'-0" 23'- 3" 21'-9" 20'-0" 125% 20 20 9' 6" 18'-3" 1n-10" 25'-4" 24'-5" 22'-9" 27.1" 26'-2" 20'-4" 19'-0"' 17 6" 24'-3" 22'-8" 20'-10' 27-2" 25'-10" 23'-9" 25 10 20'$" 19'-5" 18'-1" 24'-0" 231" 21'$" 26-1" 26-7" 24'-5" 27'-11" 27'4" 26-7" 21'-4" 20'-2" 18'-10' 25'-6" 24'-1" 22'-5" 28'-1" 27'-4" 25'-6" 25 15 19'-7" 18' 5" 17-1" 224' 21'-9" 20'4" 244" 23-9" 22'-11" 26-0" 264' 24'-5" 20'-5" 19'-2" 1 T-9" 24'-0" 22'-10" 21'-2" 26'-2" 25'-6" 24'-1" 30 10 197' 18'-7" 174" 22'-5" 22'-0" 20'-7" 24-5" 24'-0" 23-5" 26'-1" 26-8" 25'-0" 20'-5" 19'-4" 18'-1" 24'-1" 23'-1" 21'-6" 26'-3" 25'-9" 24'-5" O.C. Snow 30 15 18'-7" 17-9" 16-6" 21'-1" 20'-7" 19'-7" 23'-0" 22'-5" 21' 9" 24' 7" 24-0" 234' 19'-7" 18'-6" 17-2" 22-8" 22'-0" 20'-5" 24'-8" 24'-1" 23-3" 115% 40 10 17-8" 17-1" 16'-2" 20A" 19'-9" 19'4' 21'-10" 21'-7" 21'-1" 234' 23-0" 22'.7" 18'-7" 17'-10"16'-10' 21'-7" 21'-3" 20'-1" 23'-6" 23'-2" 22,4. 40 15 16-10" 16$" 16$" 19' 1" 1R-8" 18' 2" 20'-10" 20'-5" 19'-10" 22'-3" 21AT 21'-3" 18'-1" 17' 4' 16'-1" 20'-6" 20'-1" 19'-3" 22'4" 21'-11" 21'4" 50 10 16'-2" 15'-10" 16-0" 18'4" 18A" 1T-9" 19'-11" 19'-9" 19'-5" 21' 4' 21'-1" 20'-9" 17'-2" 16'-6" 15'-8" 19'-8" 19'-5" 18'-8" 21'-5" 21'-2" 20'-10' 50 15 15'$" 16-3" 14'$" 1T-7" 17-3" 1610" 19'-2" 18'-10" 18'-5" 20'-5" 20'-1" 19'$" 16'-8" 16'4" 15'4" 18'-10" 18'-6" 18'-1" 20'-7" 20'4" 19'-9'1 Non- 20 10 20'-419'-2 17-9" 24 2" 22'-10 21-2" 2610' 25-11 24 1" 28-8 28'-0 26-8" 21 2 19'-11 18 6" 25-2' 23-9 22 1" 28 8 27'-0 254' Snow 20 15 19-3" 18'-1 16-8" 22 9' 21'-619-10" 24-9 24-0 22 7" 26 5 25-8 24-8" 3'-10' 22-5 20 8" 26 7 25'-6"I23'-6" 20 0 18-10 17-4" 125% 20 20 18-4 17- 2' 15-9" 21-2" 20'-5 18-9" 23-1' 22'-4 21-3" 24-8' 23'-10 22'-9" 19-1"1T-10' 16'-5" 22'-9' 21-4" 19'-7" 4-1023'-11"22'-3" 25 10 19'-3" 18'-3" 17'-0" 21'-10" 21'-5" 20'-2" 23'-10" 234" 22'-8" 26-6" 24AV 24-3" 20'-1" 19'-0" 17-8" 23'-6" 22'-7" 21'-1" 25'-7" 26-1`23'-11' 25 15 18'-0" 174" 16'- 0" 20'-5" 19'-10" 19'-1" 22'-3" 21'-8" 20'-10" 23-9" 23-1" 22'4" 19'-2" 18'-0" 16'-8" 21'-11" 21'-4" 19'-11' 3'-10" 23,-3" 22'-5" 30 10 18'-0" 17-5" 16-3" 20'.5" 20'-1" 19'-5" 22'-3" 21'-11" 21'-4" 23'-10" 23-5" 22AT 19'-2" 18'-2" 16-11' 22'-0" 21'-7" 20'-2" 23'-11" 23-6" 22'-11' o.c.19.2" Snow 301516- 11" 16- 7' 16$" 19'-3" 18'-9" 16'-2" 20'-11" 20'-5" 19'-10" 22'-5" 21'-10" 21' 2" 18'-3" 17' 4' 16'-1" 20'-8" 20'-2" 19'-2" 22'-6" 22'-0" 21'-3" 115% 40 10 16-2" 15- 11" 15-2" 16'-3" 18'-0" 17$" 19'-11" 19'$" 19'-3" 21'4' 21'-0" 20' 7" 17'4" 16'-9" 15'-10' 19'-8" 19'4" 18'-10' 21'-5" 21'-1" 20'-8" 40 15 164" 16-0" 14'$" 17-5" 17-1" 16.7 18' 11" 18'-7" 18'-1" 20'-3" 19'-10" 19' 4' 16-6" 16'-2" 15'-2" 18'-8" 18'-4" 17-10' 20'4' 20'-0" 19'-5" 50 10 14'-9" 14'-6" 14-1" 16-8" 16'$" 16-2" 18'-2" 1&0" 17-8" 19'-5" 19'-3" 18'-11" 16-10" 15'-6" 14'-8" 17'-11" 17'-9" 17'-5" 19'-7" 19'-4" 19'4" 50 15 14A" 13-10" 13- 7" 16-0" 15-9" 15'4" 17-5" 17-2" 164' 18'-B" 18'4" 17'-11" 15'-2" 14'-11" 14'11" 17'-2" 16-11" 16'-6" 18'-9" 18'-5" 18'-0" Non- 20 10 18-10" 17- 9" 16-0 22'-0' 21A 19-7" 24'-0' 23-5 22'4" 25 7 25'-0 24 3" 19' 7" 18-6" 1T-2" 23-4 22'-0 20 5" 25 9 26-0" 23'-3 Snow 20 15 1T-10' 16'- 9" 15-5' 20'-3" 19'$ 18 4" 22-1 21 5' 20-7' 23$ 22'-11 22-0" 18'6" 17'-5" 16'-1" 1 10"20'-9 19 2" 23 9' 23'-1 21-9" 125% - 20 20 1fi'$' 15'-11' 14.7" 18-11', 18-3 , 17-5" 20 8 10-11 19-G" 22-1 21'-3" 20 4" 1T-8" 1fi' T' 15' 3" 20 4' 19' 8 18'-2" 22-2 21'-5 20'-5" 25 10 17-3" 16-10" 15'-9" 19'$" 19'-2" 18'-7" 21' 3" 20AT 20'-3" 22-9" 22-3" 21'-8" 18'-6" 17'-7" 16'4" 21'-0" 20'-7" 19'-6" 2'-10" 22'-5" 21'-9" 25 15 16A" 16-7" 14- 10" 18'-2" 17-9" 17-1" 19'-10" 19'4" 18'-8" 21'-3" 20'-B" 19'-11" 1T-3" 16'-8" 15'-5" 19'-7" 19'-1" 18'4" 21'-4" 20'-9" 20,4. 24° 30 10 16'-1" 16- 10" 15'-1" 18'J' 17-11" 17'$" 19'-11" 19'-7" 19' 1" 21'-3" 20AV 20'-5" 1T-4" 16'-10" 15'-8" 19'J' 19'-3" 18'-9" 21'-5" 21'-0" 20'-6" O.C. Snow 30 15 16-2" 14'- 9" 144' 17'-2" 16-9" 16-3" 18'-9" 18'-3" 17-8" 20'-0" 19'-6" 1BA1" 16'-3"16-11"14'-11' 18'-5" 18'-0" 1T-5" 20'-1" 19'-8" 19'-0" 115% 40 10 14' 5" 14' 2" 13'-11" 164" 16-1" 16-9" 17-10" 177" 17' 2" 19'-0" 18'-9" 18'-5" 15'-6" 15'-3" 14'-7" 17'-7" 17'4" 16-11' 19'-2" 18'-10" 18,-6" 40 15 13'$" 13'-5" 13-1" 15'-6" 16-3" 14-10" 16-11" 16'-7' 16-2" 18'-1" 179" 17'.3" 14'-9" 14'-5" 14'-0" 16'-8" 164" 15'-11' 18'-2" 17-10" 174" 50 10 13-2" 13'-0" 12'4' 14-11" 14-9" 14'$" 16'.3" 16'-1" 15-9" 174" 17-2" 16-10" 14'-2" 13'-11" 13'-7" 16'-0" 15-10" 15'-7" 17'-5" 17'-2" 16-7" 50 15 12'-7" 12'4" 12A" 1 14'4' 14-0" 13-9" 16-7" 164" 14'-11" 16-6" 16'-0" 15'-3" 13'-6" 13'4" 13'-0" 164" 14'-11" 14'-3" 16-2" 15'-8" 14'-11' Table values are limited by shear, moment, total load deflection equal to L/180 and live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Table values represent the most restrictive of simple or multiple span applications. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applica- tions. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Slope roof joists at least 1/4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. 115% and 125% Load Duration BCI® 6000s 1.8 Series 25/16" Flange Width BCIQ9 6000s 1.8 a BCI® 6000s 1.8 BCI® 6000s 1.8 BCII 6000s 1.8 Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 Load Load or to to or to to or to to or to to psf] psf] Less 26'-0" 8/12 24'-6" 12112 Less 8/12 29,-2" 12/12 27'-0" Less 35'-2" 8/12 33-2" 12/12 3J-9" Less 38'-10" 8/12 36'-T 12/12 34'-0" Non- 20 10 Snow 20 15 24'-T' 23'-1" 21'-4" 29'-3" 27'-6" 254" 33-3" 31'-3" 28'-10" 36'-9" 34'-6" 31'-10" 20 20 23'-6" 22'-0" 20'-2" 27'-11" 26-1" 24'-0" 31'-9" 29'-9" 27'-4" 35'-1" 32'-10" 30 2" 25 10 24'-8" 23'4" 21'-8" 29'4" 27'-9" 25'-10" 33'4" 31'-6" 29'-4" 36-10" 34--10" 32'-5" 25 15 23'-6" 22'-2" 20'-T 28--0" 26'4" 24'-5" 31'-10" 29'-11" 27'-9" 34'-11" 33-1" 30'-8" 30 10 23'-7" 274" 20'-10" 28'-0" 26'-7" 24'-9" 31'-11" 30'-2" 28'-2" 35'-1" 33'-5" 31'-2" O.C. Snow 30 15 22'-7" 21'-4" 19'-9" 26-11" 25'-4" 23'-6" 30'-7" 28'-10" 26-9" 33'-0" 31'-11" 29'-7" 115% 40 10 21'-5" 20'-7" 19'-5" 25'-6" 24'-6" 23'-1" 29'-0" 27'-10" 26'-3" 31'4" 30'-9" 29'-0" 40 15 21'-1" 20'-0" 18'-7" 25'-1" 23'-9" 22'-2" 27'-11" 27'-1" 26-2" 29'-10" 29'-3" 27-10" 50 10 19'-10" 19'-1" 1814" 23'-7" 22'-8" 21'-6" 26'-9" 25'-9" 24'4" 28'-8" 28'-3" 27'-1" 50 15 19'-10" 18'-11" 17'-8" 23'-7" 22'-6" 21'-0" 25'-8" 26-3" 23'-11" 27-5" 2T-0" 26'-5" Non- 20 10 23'-6" 22'-2" 20'-7" 28'-0" 26'-5" 24'-6" 31'-10" 30'-0" 27'-10" 35-2" 33-2" 30'-10" 33'-4" 31'-4" Snow 20 15 22'-T 20'-11" 19'4" 26'-6" 24'-11" 23'-0" 30'-2" 28'4" 26'-2" 28'-11 " 125% 20 20 21'-3" 19'-11" 18'-4" 25'-3" 23'-8" 28'-9" 26'-11" 24'-9" 2T-5" 21'-9" 31'-5" 29'-9" 25 10 22'-4" 21'-1" 19'-8" 26'-T' 25'-1" 23'-5" 30'-3" 28'-7" 26'-7" 32'-5" 31'-T' 29'-5" 25 15 21'4" 20'-1" 18'-T' 254" 23'-10" 22'-1" 28'-3" 27'-2" 25'-2" 30'-3" 29'-5" 2T-9" 30 10 21'-4" 20'-3" 18'-10" 25'-5" 24'-1" 22'-5" 28'-4" 27'4' 25'-0" 30'4" 29'-9" 28'-3" O.C. Snow 30 15 20'-6" 19'-4" 17-11" 24'-4" 23'-0" 21'-4" 26'-8" 26'-0" 24'-3" 28'-6" 27'-10" 26-10" 115% 40 10 19'-5" 18'-7" 1T-7" 23'-1" 22'-2" 29-11" 25'-5" 25'-0" 23-10" 27'-2" 26-9" 26'-2" 40 T 15 19'-1" 18'-1" 16-10" 22'-2" 21'-6" 20'-1" 24'-2" 23'-8" 22'-10" 25'-10" 25' 4' 24'-8" 50 10 18'-0" 17'4" 16'4" 21'-3" 20'-6" 19-6" 23-2" 22'-11" 22'-2" 24'-9" 24'-6" 24'-1" 50 15 17-11" 1T-1" 1&0" 20'4" 20'-0" 19'-T 22'-2" 21'-10" 21'4" 23'-9" 23'-4" 22'-10" Non- 20 10 22'-1" 20'-10" 19'-4" 26'-3" 24'-10" 23'-0" 29'-11" 28'-3" 26'-2" 33' 1" 31'-2" 28'-11" Snow 20 15 20'-11" 19'-8" 18'-2" 24'-11" 23'-5" 21'-7" 28'-4" 26'-7" 24'-7" 3M" 29'-5" 27'-2" 12 o ° 20 20 19'-11" 18'-8" 17'-2" 23' 9' 22'-3" 20'-5" 26'-10" 25-4" 23' 3" 28'-8" 27'-8" 25'-9" 25 i 10 21'-0" 19'-10" 18'-6" 24'-11" 23'-7" 22--0" 27-8" 26-10" 26-0" 29'-7" 28'-11" 27-8" 25 15 20'-0" 18'-10" 17-5" 23'-8" 22'-5" 20'-9" 25'-9" 25'-1" 23'-7" 27-T' 26'-10" 26-11" 30 10 20'-1" 19'-0" 17'-9" 23'-9" 22'-7" 21'-1" 25'-10" 26-5" 24'-0" 2T-8" 2T-2" 26-6" O.C. Snow 30 15 19'-3" 18'-2" 16-10" 22'4" 21'-7" 20'-0" 24'4" 23'-9" 22'-10" 26'-0" 26-5" 24'-7" 115% 40 10 18'-3" 17'-6" 16'-6" 21'-3" 20'-10" 19'-8" 23'-2" 22'-10" 22'4" 24'-9" 24'-5" 23'-11" 40 15 17'-10" 17'-0" 15'-10" 20'-2" 19'-10" 18'-10" 22'-0" 21'-T' 21'-0" 23'-6" 23--1" 22'-6" 50 10 16-10" 16'-2" 15'-4" 19-5" 19'-2" 18'-3" 21'-1" 20'-10" 20'-6" 22'-7" 22'-4" 21'-11' 50 15 16'4' 16'-1" 15'-0" 18'-7" 18'4" 1T-10" 20'-3" 19'-11" 19'-5" 21'-8" 21'-&. 20'-10" Non- 20 10 20'-6" 19'-4" 17-11" 24'-4" 23-0" 2VA" 2T-9" 26'-2" 24'-3" 29'-9" 28'-11" 26-10" Snow 20 15 19'4" 18'-2" 16'-10" 23-0" 21'-8" 20'-0" 25'-8" 24'-8" 22'-9" 2T-5" 26'-7" 25'-2" 20 20 18'-6" 17'-3" 15-11" 22'-0" 20'-7" 18'-11" 23'-11" 23-1" 21'-7" 25'-7" 24'-9" 23-7" 25 10 19'-5" 18'4" 17-1" 22'-8" 21'-10" 20'-4" 24'-8" 24'-2" 23'-2" 26'-5" 26-10" 25'-2" 25 15 18'-6" 17'-5" 16'.2" 21'-2" 20'-7" 19'4" 23'-0" 22'-5" 21'-8" 24'-8" 24'-0" 23-2" 24" 30 10 18'-7" 17'-7" 16'-5" 21'-2" 20'-10" 19'-6" 23-1" 22'-8" 22'-2" 24'-9" 24'-3" 23'-8" O.C. Snow 30 15 17'-7" 16'-9" 15'-T' 19'-11" 19'-6" 18'-7" 21'-9" 21'4" 20'-6" 23'-3" 22'-8" 21'-11" 115% 40 10 16'-9" 16'-2" 15'-3" 19'-0" 18'-8" 18'-2" 20'-8" 20'4" 20'-0" 22'-1" 21'-9" 21'-4" 40 15 16-11" 16-7" 14'-8" 18'-0" 1 T-8" - 1 T-2" 19'-8" 19'-3" 18'-9" 21'-0" 20'-7" 19'-8" 50 10 15'-3" 14'-11" 14'4" 17'4" 17'-1" 16-10" 18'-10" 18'-8" 18'4" 19'-10" 19'-5" 18'-9" 50 15 14'-7" 14'-4" 13'-11" 18'-T' 16' 4" 16-11" 17'-11" 174" 16'-6" 18'4" 17'-8" 16-10" Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. 115% and 125% Load Duration BCI® 6500s 1.8 Series 29/16" Flange Width 9'/z' BCI® 6500s 1.8 117/." BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 Load Load or to to or to to or to to or to to psf] psq Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- 20 10 26'-10" 25'-3" 23'-6" 31'-10" 30'-0" 27'-10" 36'-2" 34'-l" 31'-8" 40'-0" 37'-8" 35'-0" Snow 20 15 25'-5" 23'-10" 22'-0" 30'-2" 28'-4" 26'-l" 34'-3" 32'-2" 29'-8" 37'-10" 35'-7" 32'-10" 125% 20 20 24'-3" 22'-8" 20'-10" 28'-9" 26'-11" 24'-9" 32'-8" 30'-7" 28'-2" 36'-l" 33'-10" 31'-l" 25 10 25'-5" 24'-l" 22'-5" 30'-3" 28'-7" 26'-7" 34'-4" 32'-6" 30'-3" 37'-11" 35'-10" 33'-5" 25 15 24'-3" 22'-10" 21'-2" 28'-10" 27'-2" 25'-1" 32'-9" 30'-10" 28'-7" 36'-2" 34'-l" 31'-7" 12 30 10 24'-4" 23'-0" 21'-6" 28'-11" 27'-4" 25'-6" 32'-10" 31'-l" 29'-0" 36'-3" 34'-4" 32'-l" O.C. Snow 30 15 23'-4" 22'-0" 20'-5" 27'-8" 26'-2" 24'-3" 31'-6" 29'-9" 27'-7" 34'-8" 32'-10" 30'-6" 115% 40 10 22'-2" 21'-3" 20'-0" 26'-4" 25'-3" 23'-10" 29'-11" 28'-8" 27'-l" 33'-0" 31'-8" 29'-11" 40 15 21'-9" 20'-7" 19'-3" 26-11" 24'-6" 22'-10" 29'-5" 27'-10" 25'-11" 31'-5" 30'-9" 28'-8" 50 10 20'-6" 19'-8" 18'-8" 24'-4" 23'-4" 22'-2" 27'-8" 26'-7" 25'-2" 30'-2" 29'-4" 27'-10" 50 15 20'-6" 19'-6" 18'-3" 24'-4" 23'-2" 21'-8" 27'-0" 26'-4" 24'-8" 28'-11" 28'-5" 27'-3" Non- 20 10 24'-4" 22'-11" 21'-3" 28'-10" 27'-2" 25'-3" 32'-10" 30'-11" 28'-8" 36'-3" 34'-2" 31'-9" Snow 20 15 23'-0" 21'-7" 19'-11" 27'-4" 25'-8" 23'-8" 31'-l" 29'-2" 26'-11" 34'-4" 32'-3" 29'-9" 125% 20 20 21'-11" 20'-6" 18'-11" 26'-1" 24'-5" 22'-5" 29'-8" 27'-9" 25'-6" 32'-9" 30'-8" 28'-2" 25 10 23'-l" 21'-10" 20'-4" 27'-5" 25'-11" 24'-l" 31'-2" 29'-5" 27'-5" 34'-l" 32'-6" 30'-3" 25 15 22'-0" 20'-8" 19'-2" 26'-l" 24'-7" 22'-9" 29'-8" 27'-11" 25'-11" 31'-10" 30'-11" 28'-7" 16" 30 10 22'-0" 20'-10" 19'-6" 26'-2" 24'-9" 23'-l" 29'-9" 28'-2" 26'-4" 31'-11" 31'-2" 29'-l" O.C. Snow 30 15 21'-l" 19'-11" 18'-6" 25'-1" 23'-8" 22'-0" 28'-l" 26'-11" 25'-0" 30'-0" 29'-4" 27'-7" 115% 40 10 20'-0" 19'-3" 18'-2" 23'-10" 22'-10" 21'-7" 26'-9" 26'-0" 24'-6" 28'-7" 28'-2" 27'-l" 40 15 19'-9" 18'-8" 17'-5" 23'-4" 22'-2" 20'-8" 25'-5" 24'-11" 23'-6" 27'-2" 26'-8" 25'-11" 50 10 18'-6" 17'-9" 16-11" 22'-1" 21'-2" 20'-l" 24'-5" 24'-l" 22'-10" 26'-l" 25'-9" 25'-3" 50 15 18'-6" 17'-8" 16'-6" 21'-5" 21'-0" 19'-8" 23'-5" 23'-0" 22'-4" 25'-0" 24'-7" 24'-0" Non- 20 10 22'-10" 21'-6" 20'-0" 27'-l" 25'-7" 23'-9" 30'-10" 29'-1" 27'-0" 34'-0" 32'-l" 29'-10" Snow 20 15 21'-7" 20'-3" 18'-9" 25'-8" 24'-l" 22'-3" 29'-2" 27'-5" 25'-4" 32'-3" 30'-3" 27'-11" 125% 20 20 20'-7" 19'4" 17'-9" 24'-6" 22'-11" 21'-l" 27'-10" 26'-1" 24'-0" 30'-2" 28'-9" 26'-6" 25 10 21'-8" 20'-6" 19'-1" 25'-9" 24'-4" 22'-8" 29'-1" 27'-8" 25'-9" 31'-l" 30'-6" 28'-5" 25 15 20'-8" 19'-5" 18'-0" 24'-6" 23'-l" 21'-5" 27'-2" 26'-3" 24'-4" 29'-0" 28'-3" 26-11" 19.2" 30 10 20'-8" 19'-7" 18'-3" 24'-7" 23'-3" 21'-9" 27'-3" 26'-6" 24'-8" 29'-l" 28'-7" 27'-4" O.C. Snow 30 15 19'-10" 18'-9" 17'-5" 23'-6" 22'-3" 20'-8" 25'-7" 25'-0" 23'-6" 27'-5" 26'-9" 25'-11" 115% 40 10 18'-10" 18'-l" 17'-l" 22'-4" 21'-5" 20'-3" 24'-4" 24'-0" 23'-0" 26'-l" 25'-8" 25'-2" 40 15 18'-6" 17'-6" 16'-4" 21'-3" 20'-10" 19'-5" 23'-2" 22'-9" 22'-l" 24'-9" 24'-4" 23'-8" 50 10 17'-5" 16'-8" 15'-10" 20'-5" 19'-10" 18'-10" 22'-3" 22'-0" 21'-5" 23'-9" 23'-6" 23--1" 50 15 17'-3" 16'-7" 15'-6" 19'-7" 19'-3" 18'-5" 21'-4" 21'-0" 20'-6" 22'-10" 22'-2" 21'-2" Non- 20 10 21'-1" 19'-11" 18'-6" 25'-1" 23'-8" 22'-0" 28'-6" 26-11" 25'-0" 31'-4" 29'-9" 27'-7" Snow 20 15 20'-0" 18'-9" 17'-4" 23'-9" 22'-4" 20'-7" 27'-0" 25'-5" 23'-5" 28'-11" 28'-0" 26-11" 125% 20 20 19'-l" 17'-10" 16'-5" 22'-8" 21'-3" 19'-6" 25'-3" 24'-2" 22'-2" 26-11" 26'-0" 24'-6" 25 10 20'-0" 18'-11" 17'-8" 23'-10" 22'-6" 21'-0" 26'-0" 25'-6" 23'-10" 27'-10" 27'-3" 26'-4" 25 15 19'-1" 18'-0" 16'-8" 22'-3" 21'-5" 19'-10" 24'-3" 23'-7" 22'-6" 25'-11" 25'-3" 24'-4" 24 30 10 19'-2" 18'-2" 16'-11" 22'-4" 21'-7" 20'-l" 24'-4" 23'-11" 22'-11" 26'-0" 25'-7" 24'-11" O.C. Snow 30 15 18'-4" 17'-4" 16'-l" 21'-0" 20'-6" 19'-1" 22'-10" 22'-4" 21'-7" 24'-5" 23'-11" 23'-l" 115% 40 10 17'-5" 16'-8" 15'-9" 20'-0" 19'-8" 18'-9" 21'-9" 21'-5" 21'-0" 23'-3" 22'-11" 22'-3" 40 15 16'-9" 16'-2" 15'-1" 19'-0" 18'-7" 18'-0" 20'-8" 20'-4" 19'-3" 21'-7" 20'-9" 19'-8" 50 10 16'-l" 15'-5" 14'-8" 18'-3" 18'-0" 17'-5" 19'-6" 19'-0" 18'-5" 19'-10" 19'-5" 18'-9" 50 15 15'-5" 15'-2" 14'-4" 17'-3" 16'-8" 15'-11" 17'-11" 17'-4" 16'-6" 18'-3" 17'-8" 16'-10" Table values are limited by shear, moment, total load deflection equal to L/180 and live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Table values represent the most restrictive of simple or multiple span applications. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applica- tions. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Slope roof joists at least 'A" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Roof Span Tables Maximum clear span in feet and inches, based on horizontal spans. 115% and 125% Load Duration BCI' 60s 2.0 Series BCI® 90s 2.0 Series 25/,6" Flange Width 3'/z' Flange Width 11'/d' BCI' 60s 2.0 14" BCI® 60s 2.0 16" BC I' 60s 2.0 11%" BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI® 90s 2.0 Live Dead 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 Load Load or to to or to to or to to or to to or to to or to to psf] [psf] Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Non- 20 10 34'-1" 32'-2" 29'-10' 38'-9" 36'-7" 3T-11" 42'-11" 40'-6" 37'-7" 39'-0" 36'-10" 34'-2" 44'-3" 41'-9" 38'-9" 49'-0"' 46'-3" 42'-11" 32'-4" 30'-4" 28'-0" Snow 20 15 36'-9" 34'-6" 31'-10" 40'-8" 38'-3" 35'-3" 37'-0" 34'-9" 32'-1" 41-11" 39'-4" 36 4" 4" 46'-5" 43'-7" 40'-3" 125% -- 20 20 30'-2" 38'-10' 36'-4" 33'-5" 35'-3" 33'-0" 30'-4" 3911 3T-5" 34'-5" 44'4" 41'-5" 38'-1" 30'-10' 28'-10" 26'-6" 35'-1" 32'-10" 25 10 32'-5" 30'-7" 28'-6" 36'-10' 34'-10' 32'-5" 40'-10' 38'-7" 35'-11" 3T-1" 35--0" 32'-7" 42'-0" 39'-8" 1 36'-1V' 46'-6" 44'-0" 40'-11" 25 15 30'-11" 29'-1" 26'-11" 35'-2" 33'-1" 30'-7" 38'-11" 36'-8" 33'-11" 35'-4" 33'-3" 30'-10' 40'-1" 37'-9" 34'-11" 44'-4" 41'-9" 38'-8" 12 30 10 31'-0" 29'-4" 27'-4" 35'-3" 33'4" 31'-1" 39'-0" 36'-11" 34'-5" 35'-5" 33'-7" 31'-4" 40'-2" 38'-0" 35'-6" 44'-6" 42'-1" 39'-4" O.C. Snow 30 15 29'-8" 28'-0" 26'-0" 33'-9" 31'-10" 29'-7" 37'-5" 35'-3" 32'-9" 34'-0" 32'-1" 29'-9" 38'-6" 36'-4" 33'-9" 42'-8" 40'-3" 37'-4" 115% 40 10 28'-2" 27'-0" 25'-6" 32'-1" 30'-9" 29'-0" 35'-6" 34'-1" 32'-2" 32'-3" 30'-11" 29'-2" 136'-6" 35'-0" 33'-1" 40'-6" 38'-10" 36'-8" 40 15 27'-9" 26'-3" 24'-6" 31'-7" 29'-10' 27'-10' 34'-11" 33'-1" 30'-10' 31'-9" 30'-0" 28'4" 36-0" 34'-0" 31'-9" 39'-10" 37'-9" 35'-2" 50 10 26'-1" 25'-0" 23'-9" 29'-8" 28'-6" 27'-0" 32'-11" 31'-6" 29'-11" 29'-10" 28'-8" 27'-2" 33'-10" 32'-5" 30'-10' 37'-6" 35'-11" 34'-2" 50 15 26'-1" 24'-10' 23'-3" 29'-8" 28'-3" 26'-5" 32'-11" 31'-4" 29'-3" 29'-10" 28'-5" 26'-7" 133'-10'' 32'-3" 30'-1" 37'-6" 35'-B" 33'-5" Non- 20 10 30'-11" 29'-2" 27'-1" 35'-2" 33'-2" 30'-9" 38'-11" 36'-9" 34'-1" 35' 4" 33.-4' 3' -u i 3 -16, 35'-1" 44'-5" 41'-11" 38'-11" 29'-3" 31'-3" Snow 20 15 27'-6" 25-5" 33'-4" 28'-10' 36'-11" 34'-8" 32'-0" 33'-6" 31'-6" 29'-1" 37'-11" 35'-8" 32'-11" 42--0'' 39'-6" 36'-6" 20 20 26'-2" 31'-9" 29'-9" 27'-4" 32'-11" 31'-11" 29--11" 27'-6" 36-2" 33--11" 31'-2" 40'-1" 37'-7" 34'-7" 27'-11" 24'-1" 35'-2" 30'-4" 25 10 29'-4" 27'-9" 25'-10' 33'-5" 31'-7" 29'-5" 37'-0" 34'-11" 3T-7" 33'-7" 31'-9" 29'-7" 38'-1" 36'-0" 33'-6" 42'-2" 39'-10" 37'-1" 25 15 28'-0" 26'-4" 24'-5" 31'-10" 30'-0" 2T-9" 35'-3" 33'-2" 30'-9" 32'-0'' 30'-2" 2T-11" 36'-3" 34'-2" 31'-8" 40'-2" 37'-10" 35'-1" 16" 30 10 28'-1" 26'-7" 24'-10' 31'-11" 30'-3" 28'-2" 35'4" 33'-6" 31'-3" 32'-1" 30'-5" 28'4" 364" 34'-5" 32'-2" 40'4" 38'-2" 35'-8" O.C. Snow 30 15 26-11" 25'-5" 23'-7" 30'-7" 28'-10' 26-10' 33'-11" 32'-0" 29'-8" 30'-9" 29'-0" 27'-0" 34'-10" 32'-11" 30'-7" 38'-7" 36'-5" 33'-10" 115% 40 10 25'-6" 24'-6" 23'-1" 29'-0" 27'-10' 26'-4" 32'-2" 30'-10' 29'-2" 29'-2" 28'-0" 26'-5" 33'-1" 31'-9" 30'-0" 36'-8" 35'-2" 33'-3" 40 15 25'-1" 23'-9" 22'-2" 28'-7" 27'-1" 25'-3" 31'-8" 30'-0" 27'-11" 28'-9" 27'-2" 264" 32'-7" 30'-10" 28'-9" 36'-1" 34'-2" 31'-10' 50 10 23'-7" 22'-8" 21'-6" 26'-10' 25'4" 24'-6" 29'-9" 28'-7" 2T-1" 27'-0" 25'-11" 24'-7" 30'-7" 29'-5" 27'-11" 33'-11" 32'-7" 30'-11" 50 15 23'-7" 22'-6" 21'-0" 26-10 25'-7" 23'-11" 28'-7" 27'-8" 26 5" 27'-0" 25'-9" 24--1" 30'-7" 29'-2" 2T-3" 33'-11" 32'-4" 30'-3" Non- 20 10 29'-1" 27'-5" 25-5" 33'-0" 31'-2" 28'-11" 36'-7" 34'-6" 32'-0" 33'-3" 31_4" 29'-1" 37'-8" 1 35'-6" 33'-0" 41'-8" 39'-4" 36'-T 27'-6" 25'-10' 23'-10' 31'-3" 29'-5" 32'-7" 30'-1" 35'-8" 33'-6" 30'-11" Snow 20 15 27'-1" 34'-8" 31'-5" 29'-7" 27'.3" 39'-6" 37'-1" 34'-3" 20 20 22'-7" 30'-0'' 28'-1" 25'-10" 29'-3" 37'-8" 35'-3" 32'-5" 26'-3" 24'-7" 29'-10' 27'-11" 25'-8" 33'-0" 30'-11" 288 34'-0" 31'-10" 25 10 27'-7" 26'-1" 24'-3" 31'-4" 29'-8" 27'-7" 34'-9" 32'-10' 30'-7" 31'-6" 29'-10" 27'-9" 35'-9" 33'-10" 31'-6" 39'-7" 37'-5" 34'-11" 25 15 26'-3" 24'-9" 22'-11" 29'-11" 28'-2" 26'-1" 33'-1" 31'-2" 28'-11" 30'-1" 28'4" 26'-3" 34'-1" 32'-1" 29'-9" 37'-9" 35'-7" 32'-11" 19.2" 30 10 26'-4" 25'-0" 28'-5" 26'-6" 33'-2" 31'-5" 29'-4" 30'-1" 28'-7" 26'-8" 34'-2" 32'-4" 30'-2" 37'-10" 35'-10" 33'-6" 23'-4" 30'-0" O.C. Snow 30 15 25'-3" 23'-10' 22'-2" 28'-9" 27'-1" 1 25'-2" 31'-10' 30'-0" 27'-11" 28'-10" 27'-3" 25'-4" 32'-9" 30'-11" 28'-8" 36'-3" 34'-3" 31'-10" 115% 40 10 24'-0" 23'-0" 21'-9" 27'-3" 26'-2" 24'-8" 30'-2" 29'-0" 27'-4" 27'-5" 26'-3" 24'-10" 31'4" 29'-10" 28'-2" 34'-5" 33'-0" 31'-2" 40 15 23'-7" 22'-4" 20'-10' 26'-10' 25'-5" 23'-8" 28'-1" 27'-0" 25'-7" 26'-11" 25'-6" 23'-10' 30'-7" 28'-11" 27'-0" 33'-10" 32'4" 29'-11" 50 10 22'-2" 21'-3" 20'-3" 25'-T- 24'-2" 13'-0" 25'-10' 25'-3" 24'-5" 25'4" 24'4" 23'-1" 28'-8" 27'-7" 26'-2" 31'-10" 30'-7" 29'-1" 50 15 22'-2" 21'-2" 19'-9" 23'-9" 23'-0" 21'-11" 23'-9" 23'-0" 21'-11" 264" 24'-2" 22'-7" 28'-8" 27'-5" 25'-7" 29'-8" 28'-8", 27'-5" Non- 20 10 26-11" 25'-5" 23'-7" 30'-7" 28'-10' 26'-10' 33'-11" 32'-0" 29'-8" 30'-9" 29'-0'' 2T-0" 34'-10", 32'-11" 30'-7" 38'-7" 36'-5" 3T-10' Snow 20 15 25'-6" 23'-11" 22'-1" 28'-11" 27'-2" 25'-2" 32'-1" 30'-2" 27'-10' 29'-1" 27'-4" 25'-3" 33'-0" 31'-0" 28'-8" 36'-7" 34'-4" 31'-9" 125% 20 20 24'-3" 22'-9" 20'-11" 27'-7" 25'-10" 23'-10' 30'-7" 28'-8" 26'-4" 27'-9" 2 " "- 1" 2T-1" 31' — 34'-10" 32'-8" 30'-1" 25 10 25'-6" 24'-2" 22'-6" 29'-0" 27'4" 25'-7" 32'-2" 30'-5" 28'-4" 29'-2" 27'-7" 25'-9" 33'-1" 31'4" 29'-2" 36'-8" 34'-8" 32'-4" 25 15 24'-4" 22'-11" 21'4" 27'-8" 26'-1" 24'-2" 30'-8" 28'-11" 264" 27'-10" 26-3" 24'-4" 31'-6" 29'-9" 27'-6" 34'-11" 32'-11" 30'-6" 2424 30 10 24'-5" 23'-1" 21'-7" 27-9" 26'4" 24'-6" 30'-9" 29'-1" 27'-2" 27'-11" 26'-5" 24'-8" 31'-7" 29'-11" 28'-0" 35--0" 33'-2" 31--0" Snow 30 15 23'-4" 22'-1" 20'-6" 26'-7" 25'-1" 23'-4" 27'-4" 26'-1" 24'-5" 26'-9" 25'4" 23'-5" 30'-3" 28'-7" 26'-7" 33'-7" 31'4" 29'-5" 115% 40 10 22'-2" 21'-3" 20--1" 24'-9" 24'-1" 22-10 24A" 24'-1" 23'-1" 25'4" 24'-4" 23'-0" 28'-8" 27'-7" 26'-1" 30'-11" 30'-0" 28'-10" 40 15 21'-10" 20'-8" 19'-3" 22'-5" 21'4" 20'-5" 22'-5" 21'-6" 20'-5" 24'-11" 23'-7" 22'-0" 27'-9" 26'-8" 25'-0" 28'-0" 26'-11" 25'-6" 50 10 20'-6" 19'-8" 18'-9" 20'-8" 20'-2" 19'-6" 20'-8" 20'-2" 19'-6" 23'-5" 22'-6" 21'-5" 25'-7" 24'-11" 24--1" 25'-9" 25'-2" 24'4" 50 15 19'-0" 18'-4" 1 17'-6" 19--0" 18'-4" 17'-6" 19--0" 18'-4" 17'-6" 23'-4" 22'-4" 20'-11" 23'-6" 22'4" 21'-8" 23'-8" 22'-11" 21'-10" Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 4500s 1.8 Series 13/4" Flange Width 9'/2" BCI® 4500s 1.8 11'/" BC I® 4500s 1.8 14" BCI® 4500s 1.8 16" BCI® 4500s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Total Load Deflect. Non- Non- Non- Non - Span Snow Snow Snow Snow Snow Snow Snow Snow Length 115% 125% 11-/240 115% 1( 25%) L/240 115% 1( 25%) L/240 115% 1( 25%) L/240 6 315 343 338 367 - 353 383 356 387 7 270 294 289 315 - 302 329 305 332 8 236 257 253 275 - 264 287 267 290 9 210 228 225 245 - 235 255 237 258 10 189 205 202 220 - 211 230 214 232 11 172 187 184 200 - 192 209 194 211 12 147 160 169 183 - 176 191 178 193 13 125 136 156 169 - 162 177 164 179 14 108 118 107 139 151 - 151 164 152 166 15 94 102 88 121 131 - 141 153 142 155 16 83 90 73 106 115 - 126 137 133 145 17 73 80 61 94 102 - 111 121 125 136 18 65 67 51 84 91 - 99 108 113 123 19 58 58 44 75 82 73 89 97 102 111 20 49 49 38 68 74 63 80 87 92 100 21 43 43 33 61 67 54 73 79 83 90 22 56 61 47 66 72 76 82 23 51 54 42 61 66 69 75 24 47 48 37 56 60 54 64 69 25 43 43 32 51 56 48 59 64 26 47 51 42 54 59 27 44 48 38 50 54 28 41 44 34 47 51 46 29 43 47 41 30 1 40 44 37 Total Load values are limited by shear, moment, or deflection equal to L/180. Deflection values (Deflect.) are limited by live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least %4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) Use of these tables should be limited to roof slopes of 3'/2" per foot or less For steeper slopes, see pages 15-18. BCI° 5000s 1.8 Series 2" Flange Width 9'/2" BCI® 5000s 1.8 11Ma" BCI® 5000s 1.8 14" BCI® 5000s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Span Snow Non -Snow Snow Non -Snow Snow Non -Snow Length 115% 125%) L/240 115% 125% U240 115% 125%) L/240 6 315 343 338 367 - 353 383 7 270 294 289 315 - 302 329 8 236 257 253 275 - 264 287 9 210 228 225 245 - 235 255 10 189 205 202 220 - 211 230 11 172 187 184 200 - 192 209 12 157 171 169 183 - 176 191 13 145 158 156 169 - 162 177 14 125 136 120 144 157 - 151 164 15 109 118 98 135 147 - 141 153 16 95 104 81 122 133 - 132 143 17 85 89 68 108 118 - 124 135 18 75 76 58 96 105 - 114 124 19 65 65 49 87 94 82 103 112 20 56 56 42 78 85 71 93 101 21 48 48 37 71 77 61 84 91 22 42 42 32 64 70 54 76 83 23 59 62 47 70 76 68 24 54 54 41 64 70 60 25 48 48 37 59 64 54 26 43 43 33 55 59 48 27 51 55 43 28 1 47 50 38 Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 21 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI® 6000s 1.8 Series 25/16" Flange Width 9%" BCI® 6000s 1.8 11'/" BCI® 6000s 1.8 14" BCI® 6000s 1.8 16" BCI® 6000s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Total Load Deflect. Non- Non- Non- Non - Span Snow Snow Snow Snow Snow Snow Snow Snow Length 115% 125% L/240 115% 125% L/240 115% 125% L/240 115% 125. L/240 6 360 392 375 408 - 390 424 398 432 7 309 336 322 350 - 334 364 341 371 8 270 294 281 306 - 293 318 298 324 9 240 261 250 272 - 260 283 265 288 10 216 235 225 245 - 234 254 238 259 11 196 213 204 222 - 213 231 217 236 12 180 196 187 204 - 195 212 199 216 13 166 180 173 188 - 180 196 183 199 14 145 158 135 161 175 - 167 182 170 185 15 126 137 111 150 163 - 156 169 159 173 16 111 121 92 140 153 - 146 159 149 162 17 98 101 78 126 137 - 137 149 140 152 18 86 86 66 112 122 108 130 141 132 144 19 74 74 56 101 110 92 120 130 125 136 20 63 63 48 91 99 80 108 117 119 129 21 55 55 42 83 90 69 98 107 112 122 22 48 48 36 75 79 60 89 97 88 102 111 23 42 42 32 69 70 53 82 89 78 93 101 24 61 61 47 75 81 68 86 93 25 54 54 42 69 75 61 79 86 26 49 49 37 64 69 54 73 79 27 43 43 33 59 63 48 67 73 65 28 1 1 1 55 57 44 1 63 68 58 Total Load values are limited by shear, moment, or deflection equal to L/180. Deflection values (Deflect.) are limited by live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least Y4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2' per foot or less. For steeper slopes, see pages 15-18. BCI® 6500s 1.8 Series 29/16" Flange Width 9'/2" BCI® 6500s 1.8 11'/e' BCI® 6500s 1.8 14" BCI® 6500s 1.8 16" BCI® 6500s 1.8 Total Load Deflect. Total Load Deflect. Total Load Deflect. Total Load Deflect. Non- Non- Non- Non - Span Snow Snow Snow Snow Snow Snow Snow Snow Length 115% 125% L/240 115% 125% L/240 1150% 1259% L/240 115% 125% L/240 6 360 392 375 408 390 424 398 432 7 309 336 322 350 334 364 341 371 8 270 294 281 306 293 318 298 324 9 240 261 250 272 260 283 265 288 10 216 235 225 245 234 254 238 259 11 196 213 204 222 213 231 217 236 12 180 196 187 204 195 212 199 216 13 166 180 173 188 180 196 183 199 14 154 168 147 161 175 167 182 170 185 15 140 152 121 150 163 156 169 159 173 16 123 132 101 140 153 146 159 149 162 17 109 111 85 132 144 137 149 140 152 18 94 94 72 125 135 118 130 141 132 144 19 80 80 61 112 122 101 123 134 125 136 20 69 69 53 101 110 87 117 127 119 129 21 60 60 46 91 99 76 108 118 113 123 22 52 52 40 83 87 66 99 107 96 108 118 23 46 46 35 76 76 58 90 98 84 103 112 24 41 41 31 67 67 51 83 90 74 95 103 25 60 60 45 76 83 66 87 95 26 53 53 40 71 77 59 81 88 79 27 47 47 36 65 69 53 75 81 71 28 43 43 32 61 62 47 69 76 63 29 56 56 43 65 70 57 30 51 51 39 60 66 52 31 46 46 35 57 62 47 32 42 42 32 53 56 43 33 50 51 39 34 47 47 36 35 1 43 43 33 Roof Load Tables Allowable Uniform Roof Load in pounds per lineal foot [PLF]) 231 115% and 125% Load Duration Use of these tables should be limited to roof slopes of 3'/2" per foot or less. For steeper slopes, see pages 15-18. BCI° 60s 2.0 Series 25/16" Flange Width BCI° 90s 2.0 Series 3'/2' Flange Width 11%" BCI® 60s 2.0 14" BCI® 60s 2.0 16" BCI® 60s 2.0 11'/s" BCI® 90s 2.0 14" BCI® 90s 2.0 16" BCI® 90s 2.0 Total Load Dpflpct Total Load Deflect, Total Load D Total Load Deflect, Total Load Deflect. Total Load Deflect Span Length Non- Snow Snow o 0 Non- Snow Snow 0 0 Non- Snow Snow 0 0 Non- Snow Snow 0(125W Non- Snow Snow 0(125SQ Non - Snow Snow 0 0 6 413 354 309 275 247 225 206 190 177 165 154 145 137 130 123 118 106 93 82 73 65 58 52 47 43 449 385 336 299 269 245 224 207 192 179 168 158 149 141 134 121 106 93 82 73 65 58 52 47 43 123 106 92 81 71 63 56 50 44 40 36 32 413 354 309 275 247 225 206 190 177 165 154 145 137 130 123 118 112 107 103 99 94 85 76 69 62 56 51 47 43 1 449 385 336 299 269 245 224 207 192 179 168 158 149 141 134 128 122 117 112 106 94 85 76 69 62 56 51 47 43 1 103 91 81 72 65 58 52 47 43 39 36 33 1 413 354 309 275 247 225 206 190 177 165 154 145 137 130 123 118 112 107 103 99 95 91 88 85 82 76 69 63 58 53 449 385 336 299 269 245 224 207 192 179 168 158 149 141 134 128 122 117 112 107 103 99 96 92 84 76 69 63 58 53 87 78 71 64 58 53 48 44 41 507 551 - 434 472 - 380 413 - 338 367 - 304 330 - 276 300 - 253 275 - 234 254 - 217 236 - 202 220 - 190 206 - 178 194 - 169 183 - 160 174 - 152 165 - 144 157 134 138 150 118 132 136 104 120 120 92 107 107 82 96 96 73 86 86 65 77 77 59 70 70 53 63 63 48 57 57 44 52 52 40 48 48 36 44 44 33 40 40 31 510 555 - 437 476 - 383 416 - 340 370 - 306 333 - 278 302 - 255 277 - 235 256 - 218 238 - 204 222 - 191 208 - 180 196 - 170 185 - 161 175 - 153 166 - 145 158 - 139 151 - 133 144 - 127 138 - 122 133 117 117 128 104 113 123 94 109 110 84 100 100 76 91 91 69 82 82 63 75 75 57 69 69 52 63 63 48 58 58 44 514 559 - 441 479 - 385 419 - 343 372 - 308 335 - 280 305 - 257 279 - 237 258 - 220 239 - 205 223 - 192 209 - 181 197 - 171 186 - 162 176 - 154 167 - 147 159 - 140 152 - 134 145 - 128 139 - 123 134 - 118 129 - 114 124 - 110 119 - 106 115 102 102 111 93 99 108 85 96 101 77 92 92 71 85 85 65 78 78 59 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Total Load values are limited by shear, moment, or deflection equal to L/180. Deflection values (Deflect.) are limited by live load deflection equal to L/240. Check the local building code for other deflection limits that may apply. Both the Total Load and Deflection columns must be checked. Where a Deflection value is not shown, the Total Load value will control. Table values apply to either simple or multiple span joists. Span is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least Y4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 16 inches and less. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code. BCI° Design Properties End Reaction [Ibs] Intermediate Reaction [Ibs] BCI® 11/2" Bearing 3%" Bearing 3'/2' Bearing 5'/" BearingJoistDepthWeightMomentElx106Kx106Shear Series inches] plf] ft-Ibs] lb-in2][Ibs] Ibs] No WSI'I WS(2) No WSO) WS(2) No WSO) WS(2) No WSO) WS(2) 9'/ 2 2.1 2360 155 5 1475 950 1125 1125 1275 2100 2350 2525 2750 4500s 11% 2.4 3025 260 6 1625 950 1425 1425 1475 2250 2850 2525 3000 1. 8 14 2.7 3585 380 8 1825 950 1525 1450 1725 2350 3050 2525 3200 16 3.0 4090 515 9 1975 950 1625 1475 1975 2400 3200 2525 3350 9'/ 2 2.3 2725 175 5 1475 950 1125 1125 1275 2100 2350 2525 2750 5000s 11Va 2.6 3485 295 6 1625 950 1425 1425 1475 2250 2850 2525 3000 1. 8 14 2.9 4130 430 8 1825 950 1525 1475 1725 2350 3050 2525 3200 16 3.1 4715 580 9 1975 950 1625 1500 1975 2400 3200 2525 3350 9'/ 2 2.5 3165 200 5 1575 1175 1375 1375 1425 2400 2650 2700 2750 6000s 11% 2.8 4060 335 6 1675 1175 1425 1425 1475 2500 2850 2900 3000 1. 8 14 3.1 4815 490 8 1925 1175 1525 1525 1725 2600 3150 2925 3200 16 3.3 5495 660 9 2175 1175 1625 1550 1975 2650 3350 2950 3350 9'/ z 2.7 3505 220 5 1575 1175 1375 1375 1425 2400 2650 2700 2750 6500s 11% 3.0 4495 365 7 1675 1175 1425 1425 1475 2500 2850 2900 3000 1. 8 14 3.3 5330 535- 8 1925 1175 1525 1525 1725 2600 3150 2925 3200 16 3.5 6085. 720 9 2175 1175 1625 1550 1975 2650 3350 2950 3350 3. 2 6235 450 7 1675 1175 1425 1425 1475 2750 2850 3200 3250 60s117/8 2. 0 014 3.5 7440 660 8 1925 1175 1525 1525 1725 2750 3450 3200 3650 16 3.8 8520 895 9 2175 1175 1625 1550 1975 2750 3650 3200 3750 11% 4.3 9550 675 7 2150 1425 1850 1800 1950 3375 3700 4000 4350 90s 2. 0 14 4.6 11390 980 8 2350 1450 1950 1850 2150 3400 3850 4100 4450 16 1 4.9 1 130501 1330 9 2550 1475 2150 1900 2350 1 3425 4000 4200 4650 NOTES: 1) No web stiffeners required. 2) Web stiffeners required. Moment, shear and reaction values based upon a load duration of 100% and may be adjusted for other load durations. Design values listed are applicable for Allowable Stress Design (ASD). No additional repetitive member increase allowed. BUILDING CODE EVALUATION REPORT ICC ESR 1336 (IBC, IRC) 0 _ Swla + w12 384 El K 4 = deflection [in] w = uniform load [lb/in] 1 = clear span [in] El = bending stiffness [lb-in2] K = shear deformation coefficient [lb] BCI° Closest Allowable Nail Spacing Nailing Perpendicular to Glue Lines ( Wide Face) Nailing Parallel to Glue Lines Narrow Face) t All BCI® Joists Nailing Perpendicular to Nailing Parallel to Glue Line Wide Face Glue Line (Narrow Face) O.C. Spacing End of Joist Nail SizeO.C. Spacing End of Joist inches inches inches inches 8d Box ( 0.113"o x 2.5") 2 1'/z 4 1 1'/z 8d Common ( 0.131"o x 2.5") 2 1'/z 4 3 10d & 12d Box (0.128"o x 3", 3.25") 2 1'/2 4 3 16d Box ( 0.135"o x 3.5") 2 1'/2 4 3 10d & 12d Common & 3 2 6 4 16d Sinker ( 0.148"o x 3", 3.25") 16d Common 0.162"o x 3.5" 3 2 6 4 bUl- uia nra m lame `I Diaphragm Capacity ( 2) (3) [lb/ft] BCI SeriesUnblockedBlocked 4500s, 5000s As permitted for 2x framing 320 Ib/ft for 6" o.c. nailing @ panel edges - in building code 425 Ib/ft for 4" o.c. nailing, staggered, @ panel edges 6000s, 6500s As permitted for 3x framing 360 Ib/ft for 6" o.c. nailing @ panel edges in building code 480 Ib/ft for 4" o.c. nailing, staggered @ panel edges 60s, 90s As permitted for 3x framing As permitted for 3x framing in building code with nail in building code spacing no closer than 3" o.c. NOTES If more than one row of nails is used, the rows must be offset at least M. inch. Simpson Strong - Tie A35 connectors may be attached to the side of BCI® 60s & 90s joist flanges only. Use nails as specified by Simpson Strong - Tie; do not attach connectors on both sides of a flange at the same location. 1) See table 6 of ICC ESR 1336. 2) BCI joists may be substituted for solid sawn framing in horizontal wood diaphragms as shown in Table 2306.3. 1 of the IBC or Table 23-II-H of the UBC. 3) Diaphragm nailing shall not exceed BCI closest allowable nail spacing limits. Boise Cascade Rimboard Boise Cascade Rimboard Product Profiles M 91 /2n 117/a" 14" 1611 III @PJ 1 ", 11/sr' 1" 15/,s" 13/rr BC RIM BC RIM VERSA -LAM® VERSA -LAM® BOARD® OSB BOARD®* 1.4 1800* 2.03100 Product may not be available. Check with supplier or Boise Cascade representative for availability. Perpendicular Z Parallel See chart for vertical load capacity. See chart for vertical load capacity. Min. 8d nails at 6" o.c. per IRC. Connection per design professional of record's specification for shear transfer. 0 Exterior Wall Sheathing Max. 15/32" thickness BCI"/AJS'Joists \ Perpendicular or parallel to rim A W din through bogs (ASTM A307 Grades A&B, SAE 1429 Grades 1 or 2, or higher with washers and nuts) or %' dia lag screws (full penetration), staggered Min. connection for 40/10 psf deck loading. Deck Joist Length Connection 17-0" & less 2 rows W bolt or lag screw, 24" o.c. (300 pit max.) 12'41 1&-0' g rows %" boh or lag screw, 116" o.c. (450 pif max.) Note: For snow bads greater than 40 psf, and/or dead loads greater than 10 psf, size connection per max pit values shown above. BOISE CASCADE° Rimboard Notes: Design of moisture control by others (only structural components shown above). For information on deck lateral load connections to meet the 200912012 IRC, contact Boise Cascade EWP Engineering. Min. 8d nails at 6" o.c. per IRC. For use of proprietary screws to attach ledger, consult screw manufacturer literature. Connection per design professional of For further information on residential deck design, see AWC DCA 6, Prescriptive record's specification for shear transfer. Residential Wood Deck Construction Guide. Boise Cascade Rimboard Properties Vertical Load Capacity Allowable Design Values Compression Maximum Floor Diaphragm Modulus of Horizontal Perpendicular Uniform Point Lateral Capacity Flexural Stress Elasticity Shear to Grain Product If Ib Ib/ft Ib/in Ib/in lb/in' lb/in 1" BC RIM BOARD® (2) 1" BC RIM BOARD® OSB (2) 3300 3500 180 Limited span capabilities, see note 2 Limited span capabilities, see note 211/e" BC RIM BOARD® OSB (2) 4400 3500 180 Isha" VERSA-LAM41.41800 0) 6000 4450 Permitted per building code for all nominal 2" thick framing floor diaphragms Permitted per building code for all nominal 2" thick framing floor diaphragms 1800 3100 1,400,000 2,000,000 225 285 525 75013/." VERSA-LAM0 2.0 3100 0) 5700 4300 NotesProduct. Closest Allowable Nail Spacing - 1. See ICC ESR 1040 for further 1" BC RIM BOARDO (2) 1'W BC RIM 1a/fe" VERSA -LAM 1'/." VERSA -LAMSNarrowFace [in] product information. 1" BC RIM BOARDO OSB R) 3 BOARDO OSB (2) 3 1.418000) 3 2.03100(1) 3 2. See Performance Rated 8d Box (0.113"o x 2.5") Rim Boards, APA EWS 3 3 38dCommon (0.131"0 x 2.5") 3 W345K for further product 10d & 12d Box (0.128" o x 3", 3.25") 3 3 information. 16d Box (0.135"o x 3.5") See publication in note 2 for 3 3 10d & 12d Common & further nailing information. 4 4 16d Sinker (0.148"o x 3", 3.25") 16d Common (0.162"o x 3.5") 6 6 VERSA -LAM° Products An Introduction to VERSA -LAM° Products When you specify VERSA -LAM® laminated veneer headers/beams, you are building quality into your design. They are excellent as floor and roof framing supports or as headers for doors, windows and garage doors and columns. Because they have no camber, VERSA -LAM® LVL products provide flatter, quieter floors, and consequently, the builder can expect happier customers with significantly fewer call backs. VERSA -LAM° Beam Architectural Specifications Scope This work includes the complete furnishing and installation of all VERSA - LAM® beams as shown on the drawings, herein specified and necessary to com- plete the work. Materials: Southern Pine or Douglas fir veneers, laminated in a press with all grain parallel with the length of the member. Glues used in lamination are phenol formaldehyde and isocyanate exterior -type adhesives which comply with ASTM D2559. Design VERSA -LAM® beams shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allow- able values developed in accordance with ASTM D5456 and listed in the governing code evaluation service's report and section properties based upon standard engineering principles. Verification of design of the VERSA -LAM® beams by complete calculations shall be available upon request. Drawings: Additional drawings showing layout and detail necessary for determining fit and placement in the buildings are (are not) to be provided by the supplier. Fabrication: VERSA -LAM® beams shall be manufactured in a plant evaluated for fabrication by the governing code evaluation service and under the supervision of a third -party inspection agency listed by the corresponding evaluation service. Storage and Installation: VERSA -LAM® beams, if stored prior to erection, shall be stored on stickers spaced a maximum of 15 ft. apart. Beams shall be stored on a dry, level surface and protected from the weather. They shall be handled with care so they are not damaged. VERSA -LAM® beams are to be installed in accordance with the plans and Boise Cascade EWP's Installation Guide. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing shall be provided to assure adequate lateral support for the individual beams and the entire system until the sheathing material has been applied. Codes: VERSA -LAM® beams shall be evaluated by a model code evaluation service. Allowable Holes in VERSA -LAM° Beams See Note 3 Notes 1. Square and rectangular holes are not permitted. 2. Round holes may be drilled or cut with a hole saw '/ 3 Depth anywhere within the shaded area of the beam. o 0 1/s Depth 3. The horizontal distance between adjacent holes must be 1/ Depth at least two times the size of the larger hole. 4. Do not drill more than three access holes in any four _ foot long section of beam. /3 Span /3 Span 5. The maximum round hole diameter permitted is: End Bearing Intermediate Bearing Beam Depth Max. Hole Diameter 5'/2" 7'/4" 1" 9'W and greater 2" 6. These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are governed by the provisions of the National Design Specification" for Wood Construction. 7. Beams deflect under load. Size holes to provide clearance where required. 8. This hole chart is valid for beams supporting uniform load only. For beams supporting concentrated loads or for beams with larger holes, contact Boise Cascade EWP Engineering. VERSA -LAM° Beam Details Bearing at concrete/masonry walls Bearing for door or window header Beam to beam connector Bearing at column Provide moisture barrier and lateral restraint at bearing. 1h" air space required Strap per code If top plate is not continuous over header. Verify hanger capacity withy hanger between manufacturer VERSA -LAM® concrete column and wood. Column connector per design professlonal of record Slope seat cut Bevel cut r Beam to concrete/masonry walls Bearing framing into wall Wood top plate must be flush with inside of wall Strap per code if Sloped seat cut r Hanger —__ top plate is not Not to exceed t continuous Inside face of bearing. DO NOT bevel cut VERSA -LAM' beyond inside face of wall without approval from r • Blocking not shown for clarity. Boise Cascade EWP Englneering Moisture barrier between I • concrete and woodorBCCALCsoftwareanalysis. VERSA -LAM* Installation Notes Minimum of 'A" air space between beam and wall pocket or adequate barrier must be provided between beam and concrete/masonry. Adequate bearing shall be provided. If not shown on plans, please refer to load tables in your region's Specifier Guide. VERSA -LAM* beams are intended for interior applications only and should be kept as dry as possible during construction. Continuous lateral support of top of beam shall be provided (side or lop bearing framing). Multiple Member Connectors Side -Loaded.. Maximum uniform Side Load pif] Nailed m S" Dia. Through Bolt (1) Y., Dia. Through Bolf" Number 2 rows 16d 3 rows 16d 2 rows @ 2 rows ( 2 rows 2 rows @ 2 rows @ 2 rowsofSinkers@Sinkers@24" o.c. IT: o., 6" o.c. 24" o.c. 12" o.c. @ 6" o.c. Members 12" o.c. 12" o.c. sta erect I staaaered staoue, a ered staggered 1s/4" VERSA -LAM* (Depths of 18" and less) 2 1 470 1 705 505 1 1010 1 2020 560 1120 22853rn35052537575515154208401685 4ro use bolt schedule 335 670 1345 370 745 1495 31/2" VERSA -LAM* 2m use bolt schedule 855 1 1715 1 N/A 1 1125 1 2250 1 N/A 1W VERSA -LAM* (Depths of 24") Number of Members Nailed (3) 3 rows 16d 4 rows 16d Sinkers @ Sinkers @ 12" o.c. 12" o.c, A" Dia. Through Bolf" 3 rows @ 3 rows @ 3 rows @ 24" o.c. 8" 18" o.c. 6" 12" o.c. 4" staggered staggered stagaered W Dia. Through Boitrlr 3 rows @ 3 rows @ 3 rows @ 24" o.c. 8" 18" o.c. 6" 12" o.c. 4" staggered staggered stagaered 2 705 940 755 1010 1515 840 1120 1685 3i2) 525 705 565 755 1135 630 840 1260 4 w use bolt schedule 505 670 1010 560 745 1120 1. Des gn values apply to common bolts that conform fo ANSI/ASME standard B18.21-"'1 ASTM A307 Grades A&B, SAE J42 Grades 1 or 2, or h gher). A washer not less than a standard cut washer shall be between the wood and the bolt head and between the wood and the nut. The distance from the edge of the beam to the bolt holes must be at least 2' for W bolts and 2W for W bolts. Bolt holes shall be the same diameter as the bolt. 2. The nail schedules shown apply to both sides of a 3-member beam. 3. 16d box nails = 0.135" diameter x 3.5' length, 16d sinker nails = 0.148' diameter x 3.25' length. 4. 7' wide beams must be top -loaded or loaded from both sides lesser side shall be no less than 5%of opposite side). Top -Loaded Applications For top -loaded beams and beams with side loads with less than those shown: Plies Depth Nailing (1) ax mum norm Load From One Side Depths WW' & less 2 rows 16d box/sinker nails @ 12" o.c. 400 plf 2) 1W plies Depths 14" - IS" 3 rows 16d box/sinker nails 12" o.c. 600 ff Depth = 24" 4 rows 16d box/sinker nails 12" o.c. 800 pif Depths 117/.' & less 2 rows 16d box/sinker nails 12" o.c. 300 olf 3) 13/a"" plies i'I Depths 14" -18" 3 rows 16d box/sinker nails @ 12" o.c. 450 pif Depth = 24" 4 rows 16d box/sinker nails @ 12" o.c. 600 pff Depths 18" & less 2 rows'W bolts @ 24" o.c., staggered 335 pif4) 1W plies De th = 24" 3 rows lb" bolts 24" o.c., staggered eve 8" 505 pff Depths 18" & less 2 rows 16" bolts 0 24' o.c., staggered 855 pif2) 314" plies Depth 20" - 24" 3 rows'1,4" bolts @ 24" o.c., staggered eve 8" 1285 pff 1. The nail schedules shown apply to and by 25%for non -snow bad roofs 7. Connection values are based upon both sides of a 3-member beam. where the building code allows. the 2012 NDS. 2. 16d box nails = 0.135' diameter x 5. Use allowable load tables or BC 8. FastenMaster TrussLok, Simpson 3.5' length, 16d sinker nails = 0.148' CALC• software to size beams. Strong -Tie SDW or SDS, and USP diameter x 3.25' length. 6. An equivalent specific gravity of WS screws may also be used to 3. Beams wider than 7' must be 0.5 may be used, when designing connect multiple member VERSA - designed by the engineer of record. specific coon chops with LAAf" beams confect Boise 4. All values in these tables may be VERSA -LAMS. Cascade EWb Engineering for increased by 15% for snow -bad roofs further information. Designing Connections for Multiple VERSA -LAM® Members When using multiple ply VERSA -LAM* beams to create a wider member, the connection of the plies is as critical as determining the beam size. When side loaded beams are not connected properly, the inside plies do not support their share of the load and thus the load -carrying capacity of the full member decreases significantly. The following is an example of how to size and connect a multiple -ply VERSA -LAM* floor beam. Given: Beam shown below is supporting residential floor load 40 psf live load, 10 psf dead load) and is spanning 16'-0". Beam depth is limited to 14 14' 88, Hangers not shown for clarity Find: A multiple 13/." ply VERSA -LAM that is adequate to support the design loads and the member's proper connection schedule. 1. Calculate the tributary width that beam is supporting: 14' / 2 + 18' / 2 = 16' 2. Use PLF tables on pages 28-30 of ESG or BC CALC* to size beam. A Triple VERSA -LAM' 2.0 3100 1W x 14" is found to adequately support the design loads 3. Calculate the maximum pif load from one side the right side in this case). Max. Side Load = (18' / 2) x (40 + 10 psf) = 450 plf 4. Go to the Multiple Member Connection Table, Side -Loaded Applications, 1e/." VERSA -LAM*, 3 members. 5. The proper connection schedule must have a capacity greater than the max. side load: Nailed: 3 rows 16d sinkers @ 12" o.c. 525 pif is greater than 450 plf OK Bolts: 1/z' diameter 2 rows @ 12" staggered: 755 plf is greater than 450 pif OK VERSA -LAMS Floor Load Tables VERSA -LAM° 2.0 3100 (100% Load Duration) Top Figure Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures - Minimum Required Bearing Length at End / Intermediate Supports finches] 1'/4" VERSA 2.0 3100 Double Ply 11/V VERSA-LAMO 2.0 or Triple Ply or VERSA- SA-LAMO 2.0 Quadruple 0 3100 or Span LAM® 3%" VERSA -LAM 2 0 31003100 51 LAM 2.0 3100100 VERSA -LAM 2 0 3100 ft] 7%" 9'/2" 11%" 14" 71/," 91/V 11VV 14" 16" 18" 24"F z" 117/6" 14" 16" 18" 20" 24" 11%" 14" 16" 18" 20" 24" 763 1063 1424 1795 1525 2126 2849 3590 4387 5232 5226 3189 4273 5384 6580 7848 7845 7838 5697 7179 8773 10463 10459 10451 6 762 1525 1.8/4.4 2.4/6.1 3.3/8.2 4.1/10. 1.8/4.4 2.416.1 3.3/8.2 4.1/10.3 5/12.6 6/15 6/15 2.4/6.1 3.3/8.2 4.1/10.3 5112.6 6/15 6115 6115 3.3/8.2 4.1110.3 5/12.6 6/15 6/15 6/15 479 746 979 1207 957 1492 1957 2414 2886 3402 3913 2237 2936 3622 4328 5103 5876 5870 3914 4829 5771 6803 7834 7826 8 322 724 643 1447 2171 1.5/3.7 2.3/5.7 317.5 3.719.3 1.5/3.7 2.315.7 3/7.5 3.7/9.34.4/11.1 5.2/13 6/15 2.315.7 317.5 3.7/9.34.4/11.1 5.2/13 6/15 6/15 3/7.5 3.719.34.4/11.1 5.2/13 6/15 6/15 243 551 745 909 487 1102 1489 1817 2148 2502 3126 1653 2234 2726 3222 3753 4322 4688 2978 3635 4296 5003 5763 6251 10 165 370 724 329 741 1447 1111 2171 2894 1.5/3 2.115.3 2.9/7.1 3.518.7 1.513 2.1/5.3 2.917.1 3.5/8.7 4.1/10.3 4.8/12 6/15 2.1/5.3 2.9/7.1 3.518.7 4.1/10.3 4.8112 5.5/13.8 6/15 2.9/7.1 3.5/8.7 4.1110.3 4.8112 5.5113.8 6/15 182 413 665 808 364 825 1330 1617 1904 2209 2839 1238 1995 2425 2856 3313 3800 4259 2659 3233 3807 4417 5067 5679 11 124 278 544 247 557 1087 835 1631 2175 1.5/3 1.714.4 2.817 3.4/8.5 1.513 1.7/4.4 2.817 3.418.5 4110.1 4.7111.7 6115 1.7/4.4 2.817 3.418.5 4110.1 4.7111.75.4/13.4 6/15 2.817 3.4/8.5 4/10.1 4.7/11.75.4/13.4 6/15 139 317 585 728 279 634 1170 1456 1709 1977 2601 950 1755 2184 2564 2965 3390 3901 2340 2912 3418 3953 4519 5201 12 95 214 419 686 191 429 837 1372 - - 643 1256 2058 - - - 1675 2745 1.5/3 1.513.7 2.7/6.8 3.418.4 1.513 1.5/3.7 2.7/6.8 3.4/8.4 3.9/9.94.6/11.4 6/15 1.513.7 2.716.8 3.4/8.4 3.919.94.6111.4 5.2/13 6/15 2.716.8 3.418.4 3.9/9.94.6/11.4 5.2113 6/15 109 248 488 662 217 496 976 1324 1550 1789 2399 744 1464 1986 2326 2683 3059 3598 1952 2647 3101 3577 4078 4797 13 75 169 329 540 150 337 659 1079 - - 506 988 1619 - - - 1317 2159 1.5/3 1.513.1 2.4/6.1 3,318.3 1.5/3 1.5/3.1 2.4/6.1 3.318.3 3.9/9.74.5111.2 6115 1.5/3.1 2.416.1 3.3/8.3 3,919.74.5/11.25.1/12.7 6115 2.4/6.1 3.3/8.3 3.919.74.5/11.25.1/12.7 6115 86 198 390 585 173 395 779 1171 1418 1633 2226 593 1169 1756 2128 2449 2786 3338 1558 2342 2837 3265 3715 4451 14 60 135 264 432 120 270 527 864 1290 - 405 791 1296 1935 - - 1055 1728 2580 - - 1.5/3 1.513 2.1/5.3 3.217.9 1.513 1.5/3 2.115.3 3.2/7.9 3.819.6 4.4/11 6/15 1.513 2.1/5.3 3.2/7.9 3.8/9.6 4.4/11 5/12.5 6/15 2.115.3 3.2/7.9 3.8/9.6 4.4/11 5/12.5 6/15 70 160 316 509 139 320 631 1018 1307 1502 2076 479 947 1527 1960 2253 2558 3113 1262 2036 2614 3003 3410 4151 15 49 110 214 351 98 220 429 703 1049 1493 329 643 1054 1573 2240 - 858 1405 2098 2987 - 1.5/3 1.5/3 1.814.6 2.9/7.4 1.5/3 1.513 1.814.6 2.9/7.4 3.8/9.5 4.3/10.9 6/15 1.5/3 1.814.6 2.9/7.4 3.819.5 4.3/10.94.9112.3 6/15 1.814.6 2.9/7.4 3.8/9.5 4.3/10.94.9/12.3 6/15 57 131 259 427 113 262 518 854 1151 1390 1944 393 777 1281 1727 2085 2364 2917 1036 1708 2303 2780 3151 3889 16 40 90 177 289 80 181 353 579 864 1230 271 530 868 1296 1846 - 707 1158 1728 2461 - 1.5/3 1.5/3 1.614 2.616.6 1.5/3 1,513 1.614 2.6/6.6 3.618.94.3/10.7 6/15 1.513 1.6/4 2.6/6.6 3.618.94.3/10.74.9/12.2 6/15 1.614 2.616.6 3.6/8.94.3/10.74.9/12.2 6/15 108 215 355 93 217 430 710 1018 1274 1826 325 645 1065 1527 1911 2196 2739 860 1420 2036 2547 2929 3652 17 75 147 241 67 151 295 483 720 1026 226 442 724 1081 1539 2111 589 965 1441 2052 2814 1.5/3 1.513.6 2.3/5.9 1.513 1.5/3 1.513.6 2.3/5.9 3.318.4 4.2/10.5 6115 1.5/3 1.513.6 2.3/5.9 3.318.4 4.2/10.5 4.8/12 6/15 1.513.6 2.3/5.9 3.3/8.4 4.2110.5 4.8/12 6115 90 180 298 77 181 360 596 894 1134 1701 271 540 894 1341 1701 2051 2552 720 1191 1788 2268 2735 3402 18 64 124 203 56 127 248 407 607 864 191 372 610 910 1296 1778 496 813 1214 1728 2371 1.5/3 1.513.2 2.115.2 1.5/3 1.513 1.513.2 2.1/5.2 3.1/7.8 4/9.9 5.9/14.E 1.513 1.513.2 2.1/5.2 3.1/7.8 4/9.9 4.8/11.95.9114. 1.513.2 2.1/5.2 3.1/7.8 4/9.9 4.8/11.95.9114. 76 152 252 65 152 304 504 758 1016 1592 229 457 757 1137 1524 1863 2388 609 1009 1516 2032 2484 3184 19 54 105 173 48 108 211 346 516 735 162 316 519 774 1102 1512 422 691 1032 1470 2016 1.5/3 1.5/3 1.914.7 1.513 1.5/3 1.5/3 1.9/4.7 2.817 3.7/9.4 5.8114.6 1.513 1.513 1.914.7 2.8/7 3.7/9.4 4.6/11.45.8/14. 1.5/3 1.914.7 2.8/7 3.7/9.4 4.6/11.45.8114. 65 130 215 54 129 259 430 647 915 1496 194 389 646 971 1373 1678 2243 519 861 1295 1830 2237 2991 20 46 90 148 41 93 181 296 442 630 1493 139 271 445 664 945 1296 2240 362 593 885 1260 1728 2987 1.513 1.513 1.7/4.2 1.5/3 1.5/3 1.513 1.7/4.2 2.5/6.3 3.618.9 5.8/14. 1.5/3 1.5/3 1.7/4.2 2.5/6.3 3.6/8.9 4.3110.85.8/14. 1.513 1.7/4.2 2.5/6.3 3.618.9 4.3/10.85.8/14. 96 160 95 192 320 482 692 1304 142 288 480 724 1038 1382 1956 384 640 965 1383 1842 2608 22 68 111 70 136 223 332 473 1122 104 204 334 499 710 974 1683 272 445 665 947 1299 2244 1.5/3 1.513.5 1.5/3 1.513 1.513.5 2.1/5.2 317.4 5.6/13. 1.513 1.513 1.513.5 2.115.2 3/7.4 3.919.9 5.6/13. 1.513 1.513.5 2.1/5.2 3/7.4 3.9/9.9 5.6/13. 72 122 71 145 243 368 529 1092 106 217 365 552 793 1095 1638 290 486 736 1057 1460 2184 24 52 86 54 105 172 256 365 864 80 157 257 384 547 750 1296 209 343 512 729 1000 1728 1.5/3 1.513 1.5/3 1.5/3 1.5/3 1.8/4.4 2.516.3 5.1/12. 1.5/3 1.513 1.5/3 1.814.4 2.5/6.3 3.4/8.6 5.1/12.E 1.513 1.513 1.8/4.4 2.5/6.3 3.4/8.6 5.1/12. 56 94 54 111 188 286 412 927 80 167 282 429 618 855 1390 223 376 572 824 1139 1853 26 41 67 42 82 135 201 287 680 63 124 202 302 430 590 1020 165 270 403 574 787 1359 1.5/3 1.513 1.5/3 1.5/3 1.5/3 1.5/3.7 2.1/5.3 4.7111. 1.5/3 1.513 1.5/3 1.513.7 2.1/5.3 2.917.3 4.7111. 1.513 1.5/3 1.5/3.7 2.115.3 2.917.3 4.7/11. 74 87 148 226 326 792 61 130 222 338 489 678 1188 174 296 451 652 904 1584 28 54 66 108 161 230 544 51 99 162 242 344 472 816 132 216 322 459 630 1088 1.513 1.5/3 1.5/3 1.5/3.2 1.8/4.6 4.4/10. 1.513 1.513 1.513 1.513.2 1.814.6 2.516.3 4.4/I U 1.513 1.5/3 1.513.2 1.8/4.6 2.5/6.3 4.4/10. 59 68 118 180 262 639 102 176 271 393 546 959 137 235 361 523 728 1279 30 44 54 88 131 187 442 80 132 197 280 384 664 107 176 262 373 512 885 1.5/3 1.5/3 1.513 1.5/3 1,614 3.8/9.5 1.5/3 1.5/3 1.513 1.6/4 2.2/5.5 3.8/9.5 1.513 1.5/3 1.5/3 1.6/4 2.215.5 3.819.5 Total Load values are limited by shear, moment or deflection equal to L/240. Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to LI360. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALCe software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. For 2-ply, 3-ply or 4-ply beams. double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 1% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC® software. VERSA -LAMS Roof Load Tables I VERSA-LAM° 2.0 3100 (115% Load Duration) Top Figure - Allowable Total Load [plf] KEY TO TABLE Middle Figure Allowable Live Load [plf] Bottom Figures - Minimum Required Bearing Length at End / Intermediate Supports [inches] i'/." VERSA•LAM® 2.0 3100 Double Ply 1%" VERSA -LAM® 2.0 3100 or Triple Ply 1%" VERSA -LAM® 2.0 3100 or Quadruple Ply 1%" VERSA-LAM®2.0 3100 or Span 31/V VERSA LAM 2.0 3100 51/." VERSA -LAM 2.0 3100 7" VERSA -LAM 2.0 3100 ft] 71/." 91/2" 117/a" 14" 7'/4" 91/2" 11'/e" 14" 16" 18" 24" 91/F 11Y." 14" 16" 18" 20" 24" 11%" 14" 16" 18" 20" 24" 878 1223 1639 2065 1755 2446 3278 4130 5047 5232 5226 3669 4917 6195 7570 7848 7845 7838 6556 8260 10094 10463 10459 10451 6 215 2.817 3.819.4 4.7111, 2/5 2.817 3.8/9.4 4.7/11.85.8/14.5 6/15 6/15 2.8/7 3.8/9.4 4.7111.85.8114.5 6/15 6/15 6/15 3.8/9.4 4.7/11.85.8114.5 6/15 6/15 6/15 598 858 1126 1389 1197 1717 2252 2779 3321 3915 3913 2575 3379 4168 4981 5872 5876 5870 4505 5558 6642 7829 7834 7826 8 482 965 1.8/4.6 2.616.6 3.518.6 4.3/10. 1.8/4.6 2.6/6.6 3.5/8.6 4.3110.65.1/12.7 6115 6/15 2.6/6.6 3.518.6 4.3/10.65.1/12.7 6/15 6/15 6/15 3.518.6 4.3/10.65.1/12.7 6/15 6115 6/15 326 637 857 1046 651 1274 1714 2092 2472 2880 3126 1912 2571 3138 3709 4320 4695 4688 3429 4184 4945 5759 6259 6251 10 247 556 494 1111 1667 1.5/3.1 2.416.1 3.318.2 4/10 1.5/3.1 2.416.1 3.3/8.2 4/10 4.7/11.95.5/13.8 6/15 2.4/6.1 3.318.2 4/10 4.7111.95.5/13.8 6/15 6/15 3.3/8.2 4/10 4.7/11.95.5/13.8 6/15 6115 244 526 765 931 487 1052 1531 1861 2192 2543 2839 1577 2296 2792 3288 3814 4265 4259 3062 3723 4383 5085 5687 5679 11 186 418 371 835 1253 1.5/3 2.215.6 3.218.1 3.919.8 1.513 2.2/5.6 3.218.1 3.919.84.6/11.65.4/13.4 6/15 2.215.6 3.218.1 3.919.84.6/11.65.4/13.4 6/15 6115 3.2/8.1 3.919.84.6111.65.4113.4 6115 6115 187 424 674 838 374 B48 1347 1676 1968 2276 2601 1272 2021 2514 2952 3414 3903 3901 2694 3353 3936 4552 5203 5201 12 143 322 628 286 643 1256 965 1884 2512 1.5/3 2/4.9 3.1/7.8 3.919.7 1.5/3 2/4.9 3.117.8 3.9/9.74.5/11.35.2113.1 6/15 2/4.9 3.1/7.8 3,9/9.74.5/11.35.2113.1 6115 6/15 3.117.8 3.919.74.5111.35.2113.1 6/15 6/15 146 332 573 762 292 665 1146 1524 1785 2060 2399 997 1719 2287 2678 3089 3522 3598 2292 3049 3571 4119 4696 4797 13 112 253 494 225 506 988 759 1482 1976 1.5/3 1.714.2 2.9/7.2 3.8/9.5 1.513 1.714.2 2.9/7.2 3.819.5 4.5/11.2 5.1/12.9 6/15 1.7/4.2 2.917.2 3.819.5 4.5111.25.1/12.95.9/14.7 6/15 2.917.2 3.8/9.5 4.5/11.25.1/12.95.9/14.7 6/15 116 265 493 674 233 530 967 1349 1634 1880 2226 796 1480 2023 2450 2821 3208 3338 1973 2697 3267 3761 4278 4451 14 90 203 396 648 180 405 791 1296 - - 608 1187 1944 - - - 1582 2593 - - - 1.513 1.5/3.6 2.716.7 3.619.1 1.513 1.513.6 2.716.7 3.6/9.1 4.4/11 5.1/12.7 6/15 1.5/3.6 2.716.7 3.6/9.1 4,4111 5.1112.75.8/14.4 6/15 2.7/6.7 3.6/9.1 4.4111 5.1/12.75.8114.4 6/15 94 215 423 586 188 429 846 1173 1505 1730 2076 644 1268 1759 2258 2595 2946 3113 1691 2346 3011 3459 3928 4151 15 73 165 322 527 146 329 643 1054 - - 494 965 1581 - - - 1286 2108 - - - 1.513 1.513.1 2.5/6.1 3.418.5 1.513 1.5/3.1 2.5/6.1 3.418.54.3/10.9 5/12.5 6/15 1.5/3.1 2.516.1 3.4/8.54.3/10.9 5/12.5 5.7114.2 6/15 2.5/6.1 3.4/8.54.3/10.9 5112.5 5.7/14.2 6/15 77 176 347 515 153 352 695 1029 1327 1601 1944 528 1042 1544 1990 2402 2723 2917 1389 2058 2653 3202 3630 3889 16 60 136 265 434 121 271 530 868 1296 - 407 795 1303 1944 - - 1060 1737 2593 - - 1.5/3 1.513 2.215.4 3.2/7.9 1.5/3 1.5/3 2.2/5.4 3.217.9 4.1110.24.9/12.3 6/15 1.5/3 2.215.4 3.217.9 4.1/10.24.9/12.3 5.6114 6/15 2.215.4 3.2/7.9 4.1/10.24.9/12.3 5,6114 6115 63 146 289 455 127 292 577 910 1173 1468 1829 438 866 1365 1760 2201 2531 2743 1154 1820 2346 2935 3374 3657 17 50 113 221 362 101 226 442 724 1081 - 339 663 1086 1621 - - 884 1448 2161 - - 1.5/3 1.513 1.914.8 3/7.5 1.5/3 1.513 1.914.8 3/7.5 3.919.6 4.8112 6115 1.513 1.9/4.8 3/7.5 3.919.6 4.8/12 5.5/13.8 6115 1.914.8 3/7.5 3.919.6 4.8/12 5.5113.8 6/15 53 122 242 399 106 244 484 799 1045 1307 1726 367 726 1198 1567 1961 2364 2588 968 1598 2089 2614 3151 3451 18 42 95 186 305 85 191 372 610 910 1296 286 558 915 1366 1944 - 744 1220 1821 2593 - 1.513 1.513 1.714.3 2.817 1.5/3 1.5/3 1.7/4.3 2.8/7 3.6/9.14.5/11.4 6/15 1.513 1.714.3 2.8/7 3.619.1 4.5/11.4 5.5/13.7 6/15 1.714.3 2.617 3.619.14.5/11.45.5/13.7 6/15 103 205 339 89 206 410 677 936 1171 1634 310 615 1016 1404 1757 2147 2450 820 1354 1872 2342 2862 3267 19 81 158 259 72 162 316 519 774 1102 243 475 778 1161 1653 - 633 1037 1548 2204 - 1.5/3 1.513.8 2.5/6.3 1.5/3 1.513 1.513.8 2.518.3 3.418.6 4.3/10.8 6/15 1.5/3 1.513.8 2.516.3 3.4/8.6 4.3/10.85.3/13.1 6/15 1.5/3.8 2.516.3 3.418.6 4.3/10.85.3/13.1 6/15 88 175 289 75 176 350 579 843 1055 1551 263 525 868 1265 1583 1934 2326 699 1157 1686 2110 2579 3101 20 69 136 222 62 139 271 445 664 945 208 407 667 996 1418 - 543 889 1327 1890 - 1.5/3 1.513.4 2.315.6 1.513 1.513 1.5/3.4 2.315.6 3.3/8.2 4.1110.2 6/15 1.5/3 1.5/3.4 2.3/5.6 3.318.2 4.1/10.2 5/12.5 6115 1.5/3.4 2.3/5.6 3.318.2 4.1/10.2 5/12.5 6115 65 130 216 54 130 260 431 649 869 1407 194 390 647 973 1303 1593 2111 520 862 1297 1738 2124 2815 22 52 102 167 46 104 204 334 499 710 157 306 501 748 1065 1461 408 668 997 1420 1948 1.5/3 1.5/3 1.914.7 1.513 1.513 1.5/3 1.914.7 2.8/7 3.719.3 6115 1.5/3 1.513 1.914.7 2.817 3.7/9.3 4.5 /11.3 6/15 1.513 1.9/4.7 2.8/7 3.7/9.34.5/11.3 6/15 99 164 98 197 329 496 711 1259 146 296 493 744 1066 1334 1889 395 658 992 1422 1779 2518 24 79 129 80 157 257 384 547 121 236 386 576 820 1125 314 515 768 1094 1500 1.5/3 1.6/3.9 1.5/3 1.5/3 1.6/3.9 2.315.9 3.318.3 5.9114. 1.5/3 1.513 1.6/3.9 2.315.9 3.3/8.3 4.2/10.45.9/14. 1.5/3 1.6/3.9 2.3/5.9 3.3/8.3 4.2/10.45.9114. 76 128 75 153 256 387 555 1069 112 229 383 580 833 1132 1604 305 511 773 1110 1510 2139 26 62 101 63 124 202 302 430 1020 95 185 304 453 645 885 1529 247 405 604 860 1180 2039 1.513 1.513.3 1.5/3 1.513 1.5/3.3 215 2.8/7.1 5.4113. 1.513 1.5/3 1.5/3.3 2/5 2.8/7.1 3.8/9.6 5.4/13. 1.5/3 1.513.3 215 2.817.1 3.8/9.6 5.4113. 60 101 58 120 202 306 441 919 87 180 303 459 661 914 1378 240 404 612 882 1219 1837 28 49 81 51 99 162 242 344 816 76 148 243 363 517 709 1224 198 324 484 689 945 1633 1.5/3 1.5/3 1.5/3 1.5/3 1.513 1.7/4.3 2.4/6.1 5/12.6 1.513 1.5/3 1.513 1.714.3 2.416.1 3.4/8.4 5112.6 1.513 1.5/3 1.714.3 2.416.1 3.418.4 5/12.6 81 95 161 246 355 797 68 143 242 369 533 738 1196 190 323 492 710 984 1594 30 66 80 132 197 280 664 62 121 198 295 420 576 996 161 263 393 560 768 1327 1.5/3 1.5/3 1.513 1.513.7 2.115.3 4.7/11.7 1.513 1.5/3 1.5/3 1.5/3.7 2.1/5.3 2.9/7.3 4.7/11. 1.5/3 1.5/3 1.513.7 2.1/5.3 2.9/7.3 4.7/11. Total Load values are limited by shear, moment or deflection equal to L1180. Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L/240. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span appplications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. For 2-ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 1% inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° software. 1 • VERSA -LAM° Roof Load Tables VERSA -LAM° 2.0 3100 (125% Load Duration) Top Figure KEY TO TABLE Middle Figure Allowable Total Load [plf] Allowable Live Load [plf] Bottom Figures - Minimum Required Bearing Length at End / Intermediate Supports [inches] 1W VERSA-LAM®2.0 3100 Double Ply 1W VERSA-LAM02.0 3100 or Triple Ply 1'/V VERSA -LAM® 2.0 3100 or Quadruple Ply 1W VERSA -LAM® 2.0 3100 or SpanS P 3%" VERSA -LAM 2.0 3100 5'/4" VERSA LAM 2.0 3100 7" VERSA -LAM 2.0 3100 ft] 7'/4" 91/2' 117/6" 14" 7'/." 9%" 11'/e" 14" 16" 18" 24" 9%" 117/." 14" 16" 18" 20" 24" 117/6" 14" 16" 16" 20" 24" 954 1330 1782 2245 1908 2660 3564 4491 5234 5232 5226 3990 5346 6736 7851 7848 7845 7838 7128 8981 10467 10463 10459 10451 6 2.2/5.5 3.117.64.1/10.25.1112. 2.215.5 3.1/7.64.1/10.25.1/12.9 6/15 6/15 6115 3.117.64.1/10.25.1/12.9 6/15 6/15 6/15 6/15 1/10.25.1/12.9 6/15 6/15 6/15 6/15 640 933 1225 1511 1279 1867 2449 3022 3611 3919 3913 2800 3674 4532 5417 5879 5876 5870 4899 6043 7222 7838 7834 7826 8 482 965 2/4.9 2.917.1 3.819.4 4.6/11. 2/4.9 2.9/7.1 3.819.4 4.6/11.65.5/13.8 6/15 6115 2.9/7.1 3.8/9.4 4.6111.65.5113.8 6/15 6115 6/15 3.8/9.4 4.6/11.65.5/13.8 6/15 6/15 6/15 326 693 932 1138 651 1386 1864 2275 2689 3132 3126 2079 2797 3413 4033 4698 4695 4688 3729 4550 5378 6263 6259 6251 10 247 556 494 1111 1667 1.5/3.1 2.7/6.6 3.618.94.4/10. 1.513.1 2.716.6 3.618.94.4/10.95.2112.9 6/15 6/15 2.7/6.6 3.6/8.94.4/10.95.2/12.9 6M5 6/15 6/15 3.6/8.94.4I10.95.2/12.9 6/15 6/15 6/15 244 552 833 1012 487 1104 1665 2024 2384 2765 2839 1656 2498 3037 3576 4148 4265 4259 3330 4049 4767 5531 5687 5679 11 186 418 815 371 835 1631 1253 2446 3262 1.513 2.3/5.8 3.5/8.8 4.3/10. 1.513 2.315.8 3.518.8 4.3/10.7 5112.6 5.8114.6 6/15 2.3/5.8 3.518.8 4.3/10.7 5/12.6 5.8/14.6 6/15 6115 3.5/8.8 4.3110.7 5112.6 5.8114.6 6/15 6/15 187 424 733 912 374 848 1465 1823 2141 2475 2601 1272 2198 2735 3211 3713 3907 3901 2931 3647 4281 4951 5209 5201 12 143 322 628 286 643 1256 965 1884 2512 1.5/3 214.9 3.418.44.2110. 1.5/3 2/4.9 3.4/8.44.2/10.54.9112.35.7/14.3 6/15 2/4.9 3.4/8.44.2/10.54.9112.35.7/14.3 6/15 6115 3.418.44.2/10.54.9/12.35.7/14.3 6/15 6/15 146 332 623 829 292 665 1247 1658 1942 2240 2399 997 1870 2487 2913 3360 3604 3598 2494 3316 3884 4480 4806 4797 13 112 253 494 810 225 506 988 1619 759 1482 2429 1976 3238 1.5/3 1.7/4.2 3.117.8 4.1/10. 1.5/3 1.7/4.2 3.1/7.8 4.1110.44.8/12.1 5.6/14 6115 1.7/4.2 3.117.8 4.1/10.44.8/12.1 5.6/14 6/15 6115 3.1/7.8 4.1/10.44.8/12.1 5.6114 6115 6115 116 265 521 734 233 530 1043 1467 1777 2046 2226 796 1564 2201 2666 3068 3345 3338 2085 2934 3554 4091 4459 4451 14 90 203 396 648 180 405 791 1296 608 1187 1944 1582 2593 1.5/3 1.5/3.6 2.8/7 4/9.9 1.5/3 1.513.6 2.8/7 4/9.9 4.8112 5.5/13.8 6/15 1.5/3.6 2.817 4/9.9 4.8/12 5.5/13.8 6115 6/15 2.817 419.9 4.8112 5.5113.8 6/15 6/15 94 215 423 638 188 429 846 1276 1638 1882 2076 644 1268 1914 2456 2823 3120 3113 1691 2552 3275 3763 4159 4151 15 73 165 322 527 146 329 643 1054 1573 - 494 965 1581 2360 - - 1286 2108 3146 - 1.5/3 1.5/3.1 2.5/6.1 3.7/9.2 1.5/3 1.513.1 2.516.1 3.7/9.24.7111.85.4/13.6 6/15 1.513.1 2.5/6.1 3.719.24.7/11.85.4/13.6 6/15 6115 2.516.1 3.7/9.24.7111.85,4113.6 6/15 6115 77 176 347 560 153 352 695 1120 1443 1742 1944 528 1042 1680 2165 2613 2923 2917 1389 2240 2887 3484 3897 3889 16 60 136 265 434 121 271 530 868 1296 - 407 795 1303 1944 - - 1060 1737 2593 - - 1.5/3 1.5/3 2.215.4 3.518.6 1.5/3 1.5/3 2.2/5.4 3.518.6 4.4111.15.4/13.4 6/15 1.513 2.2/5.4 3.5/8.6 4.4/11.15.4/13.4 6/15 6/15 2.215.4 3.5/8.6 4.4/11.15.4113.4 6/15 6/15 63 146 289 476 127 292 577 951 1277 1597 1829 438 866 1427 1915 2395 2749 2743 1154 1902 2553 3193 3665 3657 17 50 113 221 362 101 226 442 724 1081 1539 339 663 1086 1621 2308 - 884 1448 2161 3078 - 1.5/3 1.5/3 1.9/4.8 3,117.8 1.5/3 1.513 1.9/4.8 3.1/7.8 4.2/10,55.2/13.1 6/15 1.513 1.9/4.8 3.1/7.8 4.2I10.55.2/13.1 6/15 6/15 1.9/4.8 3.1/7.8 4.2/10.55.2/13.1 6115 6/15 53 122 242 399 106 244 484 799 1137 1422 1726 367 726 1198 1705 2133 2572 2588 968 1598 2274 2845 3429 3451 18 42 95 186 305 85 191 372 610 910 1296 286 558 915 1366 1944 - 744 1220 1821 2593 - 1.5/3 1.513 1.7/4.3 2.8/7 1.5/3 1.5/3 1.7/4.3 2.8/7 4/9.9 4.9112.3 6/15 1.513 1.714.3 2.8/7 419.9 4.9112.35.9114.9 6/15 1.7/4.3 2.8/7 4/9.9 4.9/12.35.9114.9 6/15 103 205 339 89 206 410 677 1016 1275 1634 310 615 1016 1524 1912 2336 2450 820 1354 2032 2549 3115 3267 19 81 158 259 72 162 316 519 774 1102 243 475 778 1161 1653 2268 633 1037 1548 2204 3024 1.513 1.5/3.8 2.516.3 1.5/3 1.5/3 1.5/3.8 2.516.3 3.7/9.3 4.7/11.7 6/15 1.5/3 1.5/3.8 2.516.3 3.7/9.3 4.7/11.75.7/14.3 6/15 1.5/3.8 2.5/6.3 3,719.3 4.7/11.75.7/14.3 6/15 88 175 289 75 176 350 579 869 1149 1551 263 525 868 393 1723 2105 . 2326 699 1157 1737 2297 2807 3101 20 69 136 222 62 139 271 445 664 945 208 407 667' 996 1418 1944 543 889 1327 1890 2593 1.5/3 1.5/3.4 2.315.6 1.513 1.5/3 1.5/3.4 2.315.6 3,418.4 4.4111.1 6/15 1.5/3 1.5/3.4 2.315.6 3.4/8.4 4.4/11.1 5.4113.6 6/15 1.513.4 2.3/5.6 3.4/8.4 4.4111.15.4/13.6 6/15 65 130 216 54 130 260 431 649 928 1407 194 390 647 973 1393 1735 2111 520 862 1297 1857 2313 2815 22 52 102 167 46 104 204 334 499 710 157 306 501 748 1065 1461 408 668 997 1420 1948 1.5/3 1.513 1.9/4.7 1.513 1.5/3 1.5/3 1.914.7 2.8/7 4/9.9 6/15 1.513 1.513 1.9/4.7 2.817 4/9.9 4.9/12.3 6/15 1.5/3 1.9/4.7 2.8/7 4/9.9 4.9112.3 6/15 99 164 98 197 329 496 711 1288 146 296 493 744 1066 1453 1932 395 658 992 1422 1937 2576 24 79 129 80 157 257 384 547 121 236 386 576 820 1125 314 515 768 1094 1500 1.5/3 1.613.9 1.5/3 1.5/3 1.613.9 2.315.9 3.3/8.3 6/15 1.513 1.513 1.613.9 2.315.9 3.318.34.5111.3 6/15 1.513 1.613.9 2.315.9 3.3/8.34.5/11.3 6/15 76 128 75 153 256 387 555 1164 112 229 383 580 833 1150 1747 305 511 773 1110 1533 2329 26 62 101 63 124 202 302 430 1020 95 185 304 453 645 885 1529 247 405 604 860 1180 2039 1.5/3 1.5/3.3 1.5/3 1.5/3 1.513,3 2/5 2.8/7.1 5.9/14. 1.5/3 1.5/3 1.513.3 215 2.8/7.1 3.919.7 5.9/14. 1.5/3 1.5/3.3 215 2.8/7.1 3.9/9.7 5.9/14. 60 101 58 120 202 306 441 1001 87 180 303 459 661 914 1501 240 404 612 882 1219 2001 28 49 81 51 99 162 242 344 816 76 148 243 363 517 709 1224 198 324 484 689 945 1633 1.5/3 1.5/3 1.513 1.5/3 1.513 1.714.3 2.416.15.5113. 1.5/3 1.5/3 1.5/3 1.7/4.3 2.4/6.1 3.4/8.45.5/13. 1.5/3 1.513 1.7/4.3 2.416.1 3.4/8.45.5/13. 81 95 161 246 355 861 68 143 242 369 533 738 1291 190 323 492 710 984 1721 30 66 80 132 197 280 664 62 121 198 295 420 576 996 161 263 393 560 768 1327 1.513 1.5/3 1.513 1.513.7 2.115.3 5.1/12. 1.5/3 1.513 1.513 1.5/3.7 2.115.3 2.9/7.3 5.1/12. 1.5/3 1.5/3 1.5/3.7 2.1/5.3 2.9/7.3 5.1/12. Total Load values are limited by shear, moment or deflection equal to L/180. Total Load values are the capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L/240. Check the local building code for other deflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span is measured center to center of the supports. Analyze multiple span beams with the BC CALC® software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the top edge and applicable compression edges of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total Load value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. For 2-ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 1 % inch members deeper than 14 inches are to be used as multiple -member beams only. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° software. VERSA -LAMS Allowable Nailing and Design Values Closest Allowable Nail Spacing VERSA -LAM@ & VERSA -RIM` Nailing Parallel to Glue Lines (Narrow Face)(') Nailing Perpendicular to Glue Lines Wide Face) Products VERSA -LAM® 1.4 1800 Rimboard 15/16" VERSA -LAM° 1'/1' VERSA -LAMB 3'/z" & Wider All Products Nall Size O.C. in] End in] O.C. in] End in] O.C. in] End in] O.C. in] End in] 8d Box (0.113"0 x 2.5") 3 1'% 2 1 2 Y2 2 Y2 3 2 3 2 2 1 2 18dCommon (0.131 "0 x 2.5" 10d & 12d Box (0.128"0 x 3", 3.250 3 2 3 2 2 1 2 1 3 2 3 2 2 1 2 116dBox (0.135"0 x 3.5") 10d & 12d Common & 16d Sinker 0.148'e x 3" 3.25' 4 3 4 3 2 2 2 2 16d Common 0.162'e x 3.5" 6 4 6 3 2 2 2 2 Offset and stagger nail rows from floor sheathing and wall sole plate. Simpson Strong -Tie A35 and LPT4 connectors may be attached to the side VERSA- LAM®/'VERSA-RIMo. Use nails as specified by Simpson Strong -Tie. VERSA -LAM° Design Values Nailing Parallel to Glue Lines Narrow Face) Nailing Perpendicular to Glue Lines (Wide Face) Nailing Notes 1) For 1W thickness and greater, 2 rows of nails (such as for a metal strap) are allowed (use''/2" minimum offset between rows and stagger nails). Allowable Allowable Moment Allowable Allowable Moment Grade Width in Depth in Weight ib/ft[lb] Shear Moment ft-lb]in' of Inertia Grade Width in Depth in Weigght Ib/ftI Shear lb Moment ft-lb]in° of Inertia 0 CD W m N ofu' 1 Y2 3'Y2 1.5 998 776 5.4 5'/. 8.0 5237 6830 63.3 5'Y2 2.4 1568 1821 20.8 5'Y2 8.4 5486 7457 72.8 7'% 11.0 7232 1 12566 166.7 7'% 3.2 2066 3069 47.6 9% 14.1 9227 19908 346.3 3'/2 1.8 1164 1058 6.3 9Ys 14.5 9476 20937 375.1 5'/2 2.8 1829 2486 24.3 7% 3.7 2411 4189 55.6 11% 17.1 11222 28814 622.9 5'h 9% 4.7 3076 1 6636 115.4 11Ys 18.1 11845 31913 732.6 0 9'Y2 4.8 3159 6979 125.0 14 21.3 13965 43552 1200.5 11'/• 5.7 3741 9605 207.613/• 0 16 24.4 15960 56046 1792.0r' 011'/ 6.0 3948 10638 244.2 0 14 7.1 4655 14517 400.2 04 18 27.4 17955 70011 2551.5 Mo Q168.1 5320 18682 597.3 20 30.4 19950 85428 3500.0 g U) Q189.1 5985 23337 850.5 24 36.5 23940 120549 6048.0 24 12.2 7980 40183 2016.0Lu 9/ 16.6 12303 26544 461.7 5'/2 5.6 3658 4971 48.5 7'% 7.4 4821 8377 111.1 9'/z 17.1 12635 27916 500.1 9'% 9.4 6151 13272 230.8 11 Y4 20.2 14963 38419 830.6 9'Y2 9.6 6318 13958 250.1 11Ys 21.4 15794 42550 1 976.8 3,/2 711Y. 11.4 7481 19210 415.3 14 25.2 18620 58069 1600.7 11'/s 12.1 7897 21275 488.4 16 28.8 21280 74728 2389.3 14 14.2 9310 29035 800.3 1 8 32.4 23940 93348 3402.0 16 16.2 10640 37364 1194.7 18 18.3 11970 46674 1701.0 20 36.0 26600 113904 4666.7 20 20.3 13300 56952 2333.3 24 43.2 31920 160732 8064.0 Equivalent Tension Compression Specific Gravity Modulus of Horizontal Parallel to Compression Perpendicular to for Fastener Elasticity Bending Shear Grain Parallel to Grain Grain Design E x 108 psi)(') F, si)12x'> F si (2)0) F, si (2)l5) F.„ (psi)l2l F_L psi I'il8j SGDesignPropertyGrade VERSA-LAM°Beams 2.03100 2.0 3100 285 2150 3000 750 0.5 VERSA -LAM* Studs 1.72650 1.7 2650 285 1650 3000 750 0.5 VERSA -LAM® Columns 1.82750 1.8 2750 285 1825 1 3000 750 0.5 1. This value cannot be adjusted for load duration. 5. Tension value shall be multiplied by a length factor, (4/L)118 where L = 2. This value is based upon a load duration of 100% and maybe adjusted for other load durations. member length [ft]. Use L = 4 for members less than four feet long. 3. Fiber stress bending value shall be multiplied by the depth factor, (12/d)"' where d = member 6. Stress applied parallel to the gluelines. depth [in]. Design properties are limited to dry conditions of use where the 4. Stress applied perpendicular to the gluelines. maximum moisture content of the material will not exceed 16%. 32 VERSA -LAM° 1.8 2750 Columns w Allowable Axial Load (lb) 0' 3%' x 3%" 3%' x 4%' 31/2" x 51/:' 3%' x 5'/2' 3%" x 7" U-1 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 1 125% 100% 115% 125% 4 15,265 16,750 17,650 19,100 20,950 22,070 22,920 25,150 26,500 24,020 26,350 27,770 30,570 33,545 35,345 5 12,830 13,770 14,320 16,050 17,220 17,910 19,260 20,670 21,505 20,185 21,660 22,530 25,690 27,580 28,680 6 10,580 11,190 11,540 13,240 13,990 14,440 15,890 16,800 17,335 16,645 17,605 18,165 21,190 22,410 23,120 7 8,745 9,160 9,400 10,940 11,460 11,760 13,130 13,760 14,120 13,755 14,410 14,795 17,510 18,350 18,835 8 7,295 7,590 7,765 9,120 9,490 9,710 10,950 11,400 11,660 11,475 11,945 12,215 14,610 15,210 15,555 9 6,155 6,375 6,500 7,700 7,970 8,130 9,245 9,575 9,765 9,685 10,030 10,230 12,330 12,770 13,025 10 5,250 5,415 5,510 6,570 6,770 6,890 7,885 8,135 8,280 8,260 8,525 8,675 10,520 10,850 11,040 11 4,525 4,655 4,730 5,660 5,820 5,910 6,795 6,990 7,100 7,120 7,325 7,440 9,065 9,325 9,475 12 3,935 4,040 4,095 4,920 5,050 5,120 5,910 6,065 6,150 6,195 6,355 6,445 7,885 8,090 8,210 13 3,455 3,535 3,580 4,320 4,420 4,480 5,185 5,310 5,380 5,435 5,565 5,635 6,920 7,080 7,175 14 3,050 3,120 3,155 3,820 3,900 3,950 4,585 4,685 4,740 4,805 4,905 4,965 6,115 6,250 6,325 31/2' x 7'/4 ' 51/: ' x 51/: ' 5'/i ' x 51/2' 51/4 ' x 7" 5'/4" x 7'/4 ' 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 4 31,670 34,750 36,625 5 26,615 28,560 29,705 6 21,950 23,215 23,950 34,355 37,695 39,715 36,010 39,495 41,610 7 18,140 19,005 19,505 30,700 33,170 34,625 32,165 34,750 36,280 8 15,135 15,755 16,110 27,095 28,910 29,975 28,390 30,295 31,405 36,160 38,590 40,000 37,450 39,960 41,420 9 12,770 13,225 13,490 23,815 25,180 25,980 24,950 26,385 27,220 31,770 33,600 34,670 32,910 34,800 35,910 10 10,895 11,240 11,440 20,950 22,005 22,620 21,950 23,060 23,700 27,950 29,360 30,190 28,960 30,420 31,260 11 9,390 9,660 9,810 18,500 19,340 19,820 19,385 20,260 20,770 24,690 25,810 26,450 25,570 26,720 27,400 12 8,170 8,380 8,500 16,420 17,085 17,475 17,200 17,910 18,305 21,910 22,800 23,320 22,690 23,620 24,150 13 7,165 7,335 7,430 14,640 15,185 15,500 15,340 15,910 16,240 19,540 20,270 20,680 20,230 20,990 21,430 14 6,335 6,470 6,550 13,120 13,570 13,830 13,750 14,220 14,490 17,510 18,110 18,460 18,140 18,760 19,110 15 11, 820 12,195 12,405 12,385 12,775 13,000 15,770 16,270 16,560 16,330 16,850 17,150 16 10,690 11,005 11,185 11,200 11,530 11,720 14,270 14,690 14,930 14,780 15,210 15,460 17 1 9,715 9,980 10,135 10,180 10,460 10,620 12,960 13,320 13,520 13,420 13,790 14,010 18 8,860 9,090 9,220 9,285 9,525 9,660 11,820 12,130 12,300 12,250 12,560 12,740 19 8,110 8,310 8,420 8,500 8,705 8,825 10,820 11,090 11,240 11,210 11,480 11,640 20 7,455 7,625 7,720 7,810 7,990 8,090 9,950 10,170 10,300 10,300 10,540 10,670 21 6,870 7,020 7,105 7,195 7,355 7,445 9,170 9,370 9,480 9,490 9,700 9,820 22 Allowable Design Stresses Notes 1) Table assumes that the column is braced at column ends only. Effective Modulus of Elasticity: E = 1.8 x 101 psi column length is equal to actual column length. 2) Allowable loads are based upon one-piece (solid) column members used Bending: Parallel to Gluelines Beam): F, = 2750*(12/d)19 psi in dry service conditions. Contact project's design professional of record or Boise Cascade EWP Engineering for multi piece column design. Perp to Gluelines Plank): Fb = 2500*(12/d)19 psi 3) Allowable loads are based on an eccentricity value equal to 0.167 Compression Parallel top Grain: F = 3000 psi multiplied by either the column thickness or width (worst case). cii 4) Allowable loads are based on axial loaded columns using the design Compression Perpendicular to Grain: provisions of the National Design Specification for Wood Construction NDS), 2005 edition. For side or other combined bending and axial Parallel to Gluelines Beam): F 11 = 750 psi loads, see provisions of NDS, 2005 edition. Perp to Gluelines Plank): F_ L = 450 psi 5) Load values are not shown for short lengths due to loads exceeding common connector capacities. Load values are not shown for longer lengths if the controlling slenderness ratio exceeds 50 (per NDS). Tension Parallel to Grain: Ft = 1650 psi 6) Lateral loads (wind loading) are not considered in this table. VERSA -STUD° 1.7 2650 Allowable Design Values Compression Modulus of Horizontal Bending Parallel to Grain Elasticity Shear Product Fb [psi] F. [psi] E [psi] Fv [psi] VERSA-STUD®1.7 2650 2650 3000 1,700,000 285 1SprucePineFir (North) # / 2 Grade 875 1150 1,400,000 135 Hem -Fir # 2 Grade 850 1300 1,300,000 150 Western Woods # 2 Grade 675 900 1,000,000 135 Notes: Design values are for loads applied to the narrow face of the studs. Repetitive member and size factors have not been applied. Dimension lumber values taken from from 2012 NDS Supplement: For further design information, please see VERSA -STUD 1.7 2650 Design Values for Wood Construction (per 2012 IBC/IRC). Eastern Tall Wall Guide. Computer Software New BC FRAMER® represents a huge technological leap L to help you improve the efficiency and profitability of your engineered wood products business. Boise Cascade will provide you what we believe is now the industry's best design software, offering far greater productivity than even our current version of BC FRAMER®. This new software package will help your design department work faster and accomplish more. You don't get paid to do drawings, but at least now you can do them in less time, and better. Shrink design time with BC FRAMER® model sharing. Save time & prevent mistakes with best -in -industry file integration. Experience the efficiencies of BC FRAMER® whole house modeling. 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Thus BC CALC® is the only program needed to analyze structural wood members. I N ».- yY.- err• Cr• y.{.. ?. .. n ad m i, %tic) A Y 0 O r 49 As * ra, d.• a w 0 PA e. tl»r1....r lnr-rtll.lr t t . I •rrR•r>wa"t rf •AS%: ta[f YKf k'1P' fC' V•111••K'rar/ A:t IT"! r raM 4 rw a... t .. 7 xu.•Ionacwl 614' [ C BOL•1E 6LULAN a ComDlnaYon K u rra ..1• .n•.. c«wl.. .•„•1..1 r'J' 1111;1 r li r:>n•1 rav ^•rr I r arrinr•m r.r. :rii1li 1 AKtl G Ii leb rn'aaw r M. a•A.r• s. rr.r..tu, r. t+•MM w rw• ar.r t -n H RECOMMENDED HARDWARE CPU: Quad Core 64 bit Processor L2 Cache: 3MB/Core RAM:8.OGB Video: Full support for DirectX 9; Single monitors, 1280x1024 512MB; Dual monitor, 1280x1024 1GB Minimum 1024768) Operating Systems: Windows® 7 or 8.1 (Professional Edition 64-bit) Actual specifications vary by user and will be assessed prior to installation. Give Us rt a Try! BC CALC.` Analysis for Engineered Wood Products Boise Cascade has provided BC CALC® free of charge to the design community since 1994. COMPUTER REQUIREMENTS PC with any current version of MS Windows®, along with an internet connection. For questions regarding BC CALC®, call 1-800-405-5969 or email EWPSupport@BC.com To Download BC CALC US, https://www.bcconnect.com/bcdeployer/index.htm N•Y•M Sw•rry O.r U[MI<[• w 11n rrl• w Ytlr •••Iw a ) 111•n ••1M ) Iw I w a.....I r o r rr•r.. Ra Ipaar.'.. w^la'• rA «r ti 1 rw W. l••r41 4MrMt tr{• Atiw.MMtl•<. fw Mrrr. M•d•r•'• Ya<•K W •Y t•fir t• T 1':.lK.1•.. rhr,. A• r ilr A-,«r . wl...-.r •.1..+ r 1.,r I[•::W 4:Q: 1:1' I: S ' wl..• t47•]r •i rww•••<r•rif.r. I. rllut _. tl f: rwa•.Nw.<wrr ti I1r JIM 111 I1 AI J RAI) 7 v.,.. .I•Y. Irr •a.r K v.tlMrr !. •• OI M /I :• ii: l.r 1 . e L: w Of•. NIMt an•n •1•w•.•a A Il a rh w.I MrI!-^:Irw 1N 4Yv uar 4.MIrIa.I.d v.)rr..u-<.elr_.r.•.r wrroallr r,{<«IY17•FvnI.Y1Ii •r>aa'-''••`+"' rr.-++.. n•,r .wl.•.t..I,. .«on rrr• .. 4, •w rr.r rY r•.•wa.tir a tiw r.w ar w.••.n llafVYL4P ••4 N•n•L w,.•tiu K.w•rwr aW M31ltCt11 Y•11•I t.l . MOa1 r•'Ir1•L•[•1 R'•I•41Jr Jty nr!•<A ,rtn l.:aJ J•LsJY•wRr ra w,•,. •.<•M 4t.n •.nrn•nt•rt,.IA lr a«A F. •r... Framing Connectors - Simpson Strong -Tie ITS SUR /L Joist BCI° Hanger Ca achy Nailin_ Joist gCl° Hanger Capacity "n oist BCI° Hanger Capacity in Depth: Header Joist t bs is Header Joist 4500s ITS1.8119.5 993 1 6-10d 4500s IUS1.8119.5 950 8-1 Od 4500s SUR/1-1.8119 1081 12-16d 2-10dx1'A" 5000s ITS2.06/9.5 E1225 6-10d 9,„ 5000s IUS2.0619.5 950 8-1 Od 9,„ 5000s SUR/L2.O619 1097 14-16d 2-10dxl'A" 6000s ITS2.37/9.5 6-10d 6000s IUS2.37/9.5 950 8-10d 6000s SUR/L2.3719 1343 14-16d 2-10dxl'N' 6500s ITS2.56/9.5 6-10d 6500s IUS2.56/9.5 950 8-10d 6500s SUR/L2.56/9 1343 14-16d 2-10dxti4' 4500s ITS1.81/11.88 6-10d 4500s IUS1.81/11.88 1185 10-1Od 4500s SURIL1.81/11 1306 16-16d 2-10dxl'r4" 5000s ITS2.06111.88 6-10d 5000s IUS2.06/11.86 1185 10-10d 5000s SUR/L2.06/11 1350 16-16d 2-10dxl'A' 6000s ITS2.37/11.88 1237 6-10d 11,/„ 6000s IUS2.37111.88 1185 10-10d , 6000s. SUR/L2.37/11 1385 16-16d 2-10dxl'A' 6500s ITS2.56/11.88 1237 6-10d [ 6500s IUS2.56/11.88 1185 10-10d I 6500s' SUR/1_2.56/11_ 1385 16-16d 2-10dxl'A' 60s ITS2.37/11.88 1237 6-10d 60s IUS2.37/11.88 1185 10-10d 60s SUR/L2.37/11 1385 16-16d 2-10dx14" 90s ITS3.56/11.88 1518 6-1 Od 90s IUS3.56/11.88 1420 12-10d 90s 1906 14-16d 2-10dx1'A" 4500s ITS1.81/14 1075 6-1 Od 4500s IUS1.81114 1420 12-1Od 4500s, SUR11-1.81/14 1675 20-16d 2-10dxl'fi" 5000s ITS2.06/14 1081 6-1 Od 5000s IUS2.06114 1420 12-1Od 5000s SUR/L2.06/11 1693 18-16d 2-10dxl'A" 14" 6000s ITS2.37/14 1262 6-1 Od 14„ 6000s IUS2.37/14 1420 12-1Od 14„ 6000s SUR/L2.37/14 1693 18-16d 2-10dx1'A" 6500s I_TS2.56/14 1262 6-1 Od 6500s IUS2.56/14 1420 12-1Od 6500s SURI/L2.56/14 1693 18-16d 2-10dx1'A" 60s ITS2.37/14 1262 6-10d 60s IUS2.37/14 1420 12-1Od 60s SUR/L2.37/14 1693 18-16d 2-10dxl'A" 90s ITS3.56/14 1520 6-10d 90s IUS3.56114 1420 12-1Od 90s SUR/L414 2050 18-16d 2-10dx1%" 4500s ITS1.81/16 1081 6-10d 14500s IUS1.81/16 1660 14-10d 14500s SUR/L1.81/14 1887 1 20-16d 2-10dxl'A' 5000s ITS2.06/16 1087 6-10d 5000s IUS2.06/16 1660 14-10d 5000s SUR/L2.06/11 1920 1 18-16d I 2-10dxl'A" 6000s ITS2.37/16 1268 6-1Od 6000s IUS2.37/16 1660 14-10d 6000s SUR/L2.37/14 1920 18-16d 2-10dx1'A" 16 6500s ITS2.56/16 1268 6-10d 16 6500s IUS2.56/16 1660 14-10d 16 65005 SURI/L2.58/14 1920 18-16d I 2-10dx1'A" 60s ITS2.37/16 1268 6-1 Od 60s IUS2.37/16 1660 14-1 Od I 60s I SUR/L1.37/14 1 220 18-16d 1 2-10dx1'A" 90s ITS3.56116 1520 6-10d 90s IUS3.56/16 1425 14-1 Od 90s SUR/L414 2250 18-16d 2-10dx1 4" Double . Double J. . Slope and Skew JoistHanger i t t j MIT V13 U / HU M I U _ LSSU Joist BCI° Hanger Capacity 9 Joist BCI® Hanger Capacity _____. Joist BCI® Hanger Capacity 20=gist jibs eade lbs. [Ib Head r oist 4500s M1T49.5 30 8-16d 2-10dx1'/," 4500s MIU3.56/9 2305 16-16d 2-10dx1'/4' 4500s LSSU125 995 9-10d 7-10&I'A" 5000s ',IIT4.12/9.5 2305 8-16d 2-10dxi'/," 5000s MIU4.12/9 2305 16-16d 2-10dx1'A" 5000s SSU2.06 995 9-10d 7-10dx1'A" 9A 6000s '91T359.5-2 2305 8-16d 2-10dxl'/," 9/ 6000s MIU4.7519 2305 16-16d_ 2-10dx1'h" 9'A 6000s SSUI35 995 9-10d 7-10dx114" 6500s MIT39.5-2 2305 8-16d 2-10dxl'/," 6500s MIU5.12/9 2305 16-16d 2-10dxl'A" 6500s SSUH310 1425 14-1 Od 7-10dx1'fi" 4500s k1IT411.88 2305 8-16d 2-10dx1%" 4500s MIU3.56/11 2880 20-16d 2-10dxl'A" 4500s LSSU125 995 9-1 Od 7-10dx1'A" 5000s,.11T4.12/11.88 2305 8-16d 2-10dx1'A" 5000s M/U4.12111 2880 20-16d_ 2-10dxl'A" - , - 6000s MIT3511.88-2 2305 8-16d 2-10dx1i4" 6000s MIU4.75/11 2880 20-16d 2-10dx1'b" 5000s LSSU2.06 995 9-10d 7-10dx1'A" 6500s MIT311.88-2 2305 8-16d 2-10dxl'A" t1A 6500s MIU5.12111 2880 . 20-16d 2-10dxII/V 11,V., 6000s LSSU135 995 9-10d 7-10dxl'A" 60s MIT3511.88-2 2305 8-16d 2-10dxl'A" 60s MIU4.75/11 2600 120-16d 2-10dx1X" 6500s 1-_SSUH310 1475 14-1 Od 7-10dxl'/1' 90s B7.121I1.88 3800 14-16d 2-10dxl''Ai" 90s HU412.2 3275 22-162 2-10dxl'S' 60s LSSU135 995 9-10d 7-10dxl'A" 4500s MIT414 2305 8-16d 2-10dxl'A' 4500s M/U3.56/14 3170 22-16d 2-10dx1'R' 90s LSSU410 1625 14-10d 12-10dxl'A" 5000s MIT4.12114 2305 8-16d 2-10dxl'A" 5000s MIU4.12/14 3170 22-16d 2-10dx1'A" 4500s LSSU125 1 995 9-10d 7-10dxl'A" 141, 6000s MIT3514-2 2305 8-16d 2-10dx1%" 6000s MIU4.75/14 3170 , 22-16d 2-10dx1%" 5000s SSU2.06 995 9-10d 7-10dx1'A" 6500s MIT314-2 2305 8-16d 2-10dx1'A" 14 6500s MIU5.12/14 3170 22-16d 2-10dx1'A" 6000s-SSU135 _ 995 9-10d 7-10dx1'A" 60s MIT3514-2 2305 8-16d 2-10dx1'A" 60s MIU4.75N4 2700 22-16d 2-10dx1'A' 14" 6500s LSSUH310 1600 14-10d 7-10dx1''' 90s BT 12114 3800 14-16d 2-10dx1'A" 90s HU414.2 3870 26-16d 2-10dx1*A" 60s LSSUl35 995 9-1Od 7-10dx1 h" 4500s MIT418 2305 8-16d 2-10dx1Y" 4500s MIU3.56/16 3455_ 24-16d 2-10dx1A" 5000s LBV4.12/16 2460 10-16d 2-10dx1%" 5000s M1U4.12/18 3455 24-16d .2-1 dx1'A" 905 LSSU410 1625 14_10d 12-10dx11A" 16" 6000s MIT4.75/18 2305 8-16d 2-100x1'A" 16„ 6000s MIU4.75/16 3455 24-16d 2-10dx1' " 6600s 12/18 2305 8-16d 2-10dx1'A" 6500s M/U5.12/18 3455 24-16d 2-10dx1'A" 60s MIT4.75116 2305 8-16d 2-10dx1'A" 60s MIU4.75116 2725 24-16d 2-10dz1'A" • For more information, 90s B7.11/18 3800 14-16d 2-10dx1'A" 90s HU414-2 3780 26-16d 2-10dx1'A" call Simpson Strong -Tie Adjustable Height Joist Hanger Variable Pitch Joist Con Strong-ri(! at 1.800-999.5099 or visit their website at CONNECTORSwww.strongtie.com General Notes oue.w• 4 - Bold Italic hangers require web stiffeners. Capacities will vary with different nailing criteria and/or support conditions; contact supplier or Simpson Strong -Tie for further information. THAI VPA Capacity values shown are either hanger capacity values Joist ° apacity i in oist ° apacdy ( see support requirements below) or BCI• Joist end reaction t BCI Hangerribsl Header oist e t BCI Hanger s To Plate Rafter capacities -whichever is less. 4500s THA11.81/22 1181 6-1 Od 2-10dx1 h" 4500s LSSU125 995 9-10d 7-10dx1'A" All capacity values are downward loads at 100%load duration. Use sloped seat hangers and beveled web stiffeners when 5000s THAl2.06/22 1181 6-10d 2-10dxl'r4' , 5000s LSSU2.06 995 9-10d 7-10dxl'A" BCI° Joist slope exceeds W per foot. 9A 6000s THA13522 1393 6-1 Od 2-10dxl'A" 9A 6000s LSSU135 995 9-10d 7-10dx1'A" Leave 1b." clearance (V maximum) between the end of the 6500s THA1322 1393 6-10d 2-10dxl'A" 6500s LSSUH310 1425 14-1 Od 7-10dx1'A" supported joist and the head of the hanger. 4500s THA11.81/12 1443 6-10d 2-10dx1'A" 4500s LSSU125 995 9-1 Od 7-10dx1'A" At max design capacity shown, hangers may exceed standard deflection by'h, , 5000s THAl2.06/22 1443 6-10d 2-10dxl'A" 5000s LSSU2.06 995 9-1 Od 7-10dxl'A" For proper installation of the VPA, the 2-10dx1/4" joist nails 6000s THA13522 1443 6-1 Od 2-10dx1'A" „ 6000s LSSUl35 995 9-10d 7-10dx1i4" through the bend tabs must be installed at approximately a 6500s THA1322 1443 6-1 Od 2-10dxl'A" 11 6500s LSSUH310 1475 14-10d 7-10dx1'A° 45-degree angle. 60s THA13522 1443 6-1 Od 2-10dxl'All 60s LSSU135 995 9-10d 7-10dx1'A" Support Requirements 90s THA1422 1715 6-10d 2-10dx1'A" 90s LSSU410 1625 14-10d 12-10dxl'A" Support material assumed to be Boise Cascade structural 4500s THA11.81/22 1600 6-10d 2-10dx1'A" 4500s LSSU125 995 9-10d 7-10dx1'A" composite lumberorsawnlumber(Doug/asfirorsouthern 5000s THAl2.06/22 1600 6-10d 2-10dxl'A" 5000s LSSU2.06 995 9-10d 7-10dx1'A" pinospecies). Minimum support width for single- and double -joist top mount 14" r6000000s THAI3522 1600 6-10d 2-10dx1'A" 14„ 6000s LSSUl35 995 9-10d 7-10dx1'A" hangers is 3". THA1322 1600 6-10d 2-10dx1'A" 6500s LSSUH310 1600 14-10d 7-10dx1'A" Minimum support width for face mount hangers withl0dand THA13522 1600 5-10d 2-10dx1'A" 60s LSSUl35 995 9-10d 7-10dx1'A" 16d nails is 1"/." and 2", respectively. THA1422 1715 6-10d 2-10dx1'A" 90s LSSU410 1625 14-10d 12-10dx1'F" Framing Connectors - USP Structural Connectors Sept BCI° Hanger e t 4500s TH0179E 5000s TFL209t 6000s TFL239: 6500s TFL259t 4500s TH01711 5000s TFL2011 6000s TFL2311 14" 16" Joist gCl• Hanger 4500s TH0359P 50005 TH020951 6000s TH023951 6500s TH025951 4500s TH03511 5000s TH020111 11W 6000E TH023111 6500s TH025111 60s TH02311f 90s SPH7111 4500s TH03514 5000s TH020141 14" 6000s TH023141 a THE SKH Joist ® Capacity Nailing Joist • CapacityBC" Hanger BCI Hangerh _ _ Ibs] Header Joist Qflat 4500S THF17925 910 (8)10d (2)10dx11A" 4500s SKH1720LIR 1153 5000s THF20925 910 (8) 10d _(2)10&112" SIN, 5000s SKH2O2OLIR 11536000sTHF239251275 (12) tOd 2 10dx1'/d' 6000s SKH2320LIR 1384 6500s THF26925 1275 t12 10d 23 10dx156 6500s SKH2520L/R 1384 4500s THF17112 910 6 10d 2 10dx1°h" 4500s SKH172OLIR 1434 5000s THF20112 910 8 10d 2 10dx1'6" 5000s SKH2O2OLIR 1434 11 /; 6000s THF23118 1300 14` lOd 2 10dxl'A' 11,/e 6000s SKH2320L/R 1434 10d 1 14" 16" gPH THE Double ty ailin pe' BCIm Hanger a R 10 10d 2 10dx1Y:" q45OOs THF35925 1 10 16d 6 10d 9„ THF20925-2 1 10 16d 6 10d THF23925-2 1 10 16d 6 10d THF25925-2 1 10 10d 2 10dxl'A" THF35112 1 10 16d 6 10d THF20112-2 1 10 16d 6 10d 11'/e"THF23118-2 1 14" 10d1 16" Joist BCIe Hanger Ca 10dx1'h" 4500s LSSH1 6) 1Od 5000S LSSH20 10d 00 L 25 1Od 4 _H179 10dx1%z" OOOs L H2O 6` 10d 11'/:' OOOs L H 3 3212 10 16d 6 10d F 6-05 THF23118.2 1855 16 10d 6 10d 80s 1 3455 10 16d 6 10d 1 90S HD7120 2255 16 16d 6 10d 14, ANN, L 1 2315 12 10d 2 10dxl'/" 14„ 4500s THF35140 2320 16 10d 2 10dx1'h" 0 50 s L H23 LS H23 1 123301016d610dSOOOsTHF20140-2 2320 20 10d 6 10d 3350 12 16d 6 10d 6000s THF23140-2 2540 20 10d 6 10d 60s 90s I LSSH23 I LS H35 1 133501216d610d6500sTHF25140-2 2500 2010d 6 10d 3535 12 16d 6 10d 60s THF23140-2 2540 20 10d 8 10d 16" 7 1 H2359 3455. 10 16d 6 10d 90s HD7140 2820 20 16d 8 10d ILH H32330 121210dxl'/h" 4500s THF17157-2 2425 22 10d 2 lOdx1 4" H23 ll0116d 1611Od 5000s BCIe I Hanger t .J,a ty mint duim BCIm Hanger apnaiy a eDthJoist I Too ate 4500s 4500s1 TMP175 12 6 10d 5000s „ SOOOs TMP21 1125 6 10d 6000s SOOOs TMP23 13 5 10d 6500s _ 6500s TMP25 1375 6 10d 4500s 4500s TMP175 1150 P610d 5000s 5000s TMP21 1290 1P/e" 6000S M H2322 1431 6) 10d _ (4)1Odx1'/2" 11 6000s TMP23 1425 6500s H322 1431 6-10d (4)10dx1%'_ 6500s TMP25 _ 5 60s H 322 143 6 10d (410dx1' " 60s TMP23 1425 90S H422 1862 6 10d, (6)10d 90S TMP4 _ 1800 4500s H 722 15 0 6 10d (4)10dxtf 4500s TMP175 1150 5000s 5000S TMP21 1290 14, 6000s Al H2322 1550 6 10d _(4)10dx1'/' i6000s TMP23__ 1525 6500s. M H322 1550 4)10dx1"' 14 !6500s TMP25 15 5 60s SH2322 155 4)1Odx1' " 60s TMP23 1525 10d 90S 90S TMP4 1850 6 10d 4500s M H1722 1668 6 4110dxll 4500s TMP175 1150 6.,'1Od 5000S 0 s TMP21 1290 6 1Od 16„ 6000s H2322 10 4 10dxP " 6000s TMP23 1550 _ 6 _10d 6500s. M H3 1 410dx1' " 16 500s TMP25 1550_ 6 10d 60s 232 7 410dx1' " 60s TMP23 1550 6 10d qns _ any TMPA 1ann IM in,i 1 10dx1'/" I Odx1'/ 2" 1 d us P For more information, d STRUCTURAL contact CONNECTORS' USP Structural Connectors 4°"•0 •° at 1-800-328-5934 or General Notes www.uspconnectors.com Bold Italic hangers required web stiffeners. Capacities will vary with different nailing criteria and/or support conditions: contact supplier or USP Structural Connectors for further information. r Capacity values shown are either hanger capacity values 11h" (see support requirements below) or BCI° Joist end 1,/ reaction capacities —whichever is less. V,V All capacity values are downward loads at 100% load 1 duration. 1,„ - Use sloped seat hangers and beveled web stiffeners when 1,A„ BCI° Joist slope exceeds I/." per foot. 1W. Leave' he" clearance (Ye" maximum) between the end of 1 y; the supported joist and the head of the hanger. 1 j For BCIe Joist applications, consult USP for capacity 1Yz" reduction. 1 i, Support Requirements 1 2 Support material assumed to be Boise Cascade 1 structuralcomposite lumber or sawn lumber Douglas fir or southern pine species). 1" Minimum support width for single- and double -joist top 1 %" mount hangers is 3": (1'r4' for THO hangers). 1'/:" - Minimum support width for face mount hangers with 1 Od 1% and 16d nails is 1'/." and 2", respectively. r Boise Cascade has a proven track record of providing quality wood products and a nationwide building materials distribution network for our customers, helping them to enhance their own businesses. Boise Cascade Engineered Wood Products build better homes with stronger, stiffer floors using only wood purchased in compliance with a number of green building programs. Take a moment to view our sustainability certification site at http://www.bc.com/ sustainability/certification-audits/ or view our green brochure at www.bc.com/instl1. i Boise Cascade Engineered Wood Products throughout North America can now be ordered FSCO Chain -of -Custody (COC) certified, enabling homebuilders to achieve LEED® points under U.S. ° Green Building Council® residential and commercial green building programs including LEED for Homes and LEED for New Construction. Boise Cascade Engineered Wood Products are available as PEFC® Chain - of -Custody certified, SFI® Chain -of -Custody certified and SFI Fiber -Sourcing certified, as well as NAHB Research Center Green Approved, enabling homebuilders to also obtain green building points through the National Green Building Standard. Lifetime Guaranteed Quality and Performance Boise Cascade warrants its BCfr, Joist, VERSA -LAM', and ALL101ST° products to comply with our specifications, to be > free from defects in material and workmanship, and to meet or exceed our performance I! specifications for the normal and expected life of the structure when correctly stored, installed and used according to our Installation Guide. If in doubt, ask! For the closest Boise Cascade EWP distributor/support center, call Yl-800-232-0788 ? 10-_ BOISE CASCADE, TREE -IN -A -CIRCLE, BCI, BC CALC, BC COLUMN, BC FRAMER, BOISE CASCADE RIM BOARD, BOISE GLULAM, SIMPLE FRAMING SYSTEM, VERSA -LAM, VERSA -RIM, VERSA -STRAND, and VERSA -STUD are trademarks of Boise Cascade Company or its affiliates. Your Dealer is: If no dealer is listed, call 1-800-232-0788 For information about Boise Cascade Engineered Wood Products, including sales terms and conditions, warranties and disclaimers, visit our website at www.BCewp.com Boise Cascade Engineered Wood Products Great products are only the beginning® Copyright © Boise Cascade Wood Products, L.L.C. 2014 ESG 0810412015 1 /2/2018 Florida Building Code Online db SCIS Home I Log In I User Registration I Hot Topics ( Submit Surcharge I Stats a Facts I Publications I FBC Staff I SCIS Site Map I Links I Sear• j' ems; Product Approval I USER: Public User i Product Aooroval Menu > Product or Aoolication Search > Aooliration List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer j Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FLLS036 R2 Eauiv fb1 Equivalency of Standards.odf https:/ANww.floridabuilding.org/pripr_app_.Od.aspx 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL tt Model, Number or Name 1S036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 1S036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. i15036.4 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 1S036.S I e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.6. If. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Ye-s Impact Resistant: No Design Pressure: N/A Other: See INST 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product Description 61 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FLlS036 R2 It (a) Inst 1S036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 1S036.1.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FLIS036 R2 II (a) Inst iS036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL1S036 R2 AE (a)Eval 1S036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FLlS036 R2 It (a) Inst 1S036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a)Eval 1S036.3.odf Created by Independent Third Party: Yes 61 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FLIS036 R2 It (a) Inst 1S036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a)Eval IS036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FLIS036 R2 It (a) Inst 1S036.S.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (al Eval 1S036.S.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FLIS036 R2 If (a) Inst IS036.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 1/2/2018 15036.7 g. ClassicCrak Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLlSO36 R2 If (al Inst 1S036.7.0df 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 15036.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL15036 R2 AE (a) Eval 15036.7.odf Created by Independent Third Party: Yes particulars. 15036.81 h. ClassicCrak Fiberglass Door 8'O "Non -Impact" Opaque Single Fiberglass Door with "Non-' Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 It (a) Inst 15036.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 tImpact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports , Other: See INST 1S036.8 for Design Pressure Ratings, any FLIS036 R2 AE (al Eval 1S036.8.odt additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCrak Fiberglass Door 8'O "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLlS036 R2 II (a) Inst 1S036.9.adf 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 15036.9 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036. -0, j. ClassicCrak Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non-; Impact" Sidelites - Outswing / Inswing (OXXO) Configuration. Limits of Use Installation Instructions Approved for use in HVHZ: Yes'__ Approved for use outside HVHZ:-Yes FL15036 R2 II (a) Inst iS036.10.0df Verified By: Lyndon F. Schmidt, P.E. 43409, Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A: Yes Evaluation Reports _ Other: See INST 15036.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product, FLIS036 R2 AE (a) Eval 1S036.10.odf Created by Independent Third Party: Yes particulars. The State of Florida Is an AA/EEO employer. Cooyriaht 2007-2011 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 4S5.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wit supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 4SS, F.S., please dick bag_. Product Approval Accepts: M W] 0 iGnel a Credit Card Safe https:/twww.floridabuilding.org/pr/pr_app_Ati.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 98t3 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior S Exteeriorrior Door Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.E require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") 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 sill is less than 45 degrees. 9. See drawing FL-15036.E for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.6 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. 0%sill181111i Signed & Sealed by F SGH/wj J % Lyndon F. Schmidt, P.E. No 43409 it • 9• STATE OF •::: jj0N A%? Lyndon F. Schmidt, P.E. FL PE No. 43409 1011612017 THERMANTRUe DOORS Classic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida 808ding Code FBCI structural requirements including the "High Velocity Hurricane Zone" (HVHZ(. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the'HVHr this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHP requiring wind bome debris protection this product is required to be protected with on Impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. S. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a ficensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for"HVHT. 8. Inswing configurations and outswing configurations using sill items #31 d #33 under the active door do not meet the water infiltration requirements for the liVH1-. Inswing units shall be installed (n the WHZJ only in non-habitoble areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TAKE Of CONTENTS SHEET 1 DESCRIPTION 1 Typical elevations. design pressures >< general notes 2 Door panel details 3 Horizontal cross sections t Vertical cross sections 5 Buck and home anchoring - 2X buck mosorry construction 6 Frame anchoring -1 X buck masonry constarctbn 7 BEI of Materials 8 Components 37s MAX. OVERALL WIDTH 0 E] o mx x P SWING OVERALL ' :. FRAME DIMENSION DESIGN PRESSURE (PSF) POSTfNE NEGATNE INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5' x 96.5' 75.0 75.0 a CZ a d ak J C m 82, 02 9 0 0mILLL ort• N.T.S. arc cf..JK cwc er. LFS a FL-15036.6 n I at 7 EXTERIOR 46 44 INTERIOR l HORIZONTAL CROSS SECTION 360 MAX. 2 DOOR PANEL WIDTH 2 2 13103 LI-1.4F T— e e r p 2 4t ro RAn uTr mLE h O• 1._41.r. 1C 10 DOdossk ANEI 1 NOTE: WOOD DOOR COMPONENTS: OAK ISG a.0.67) p HINGE IE 4S BOTTOM RAIL EXTERIOR Q P ik!; i QTO Pn is N•• Y V E 7 10 CZ0 1n INTERIOR 2 VERTICAL CROSS SECTION 2 12 r: JK m LFS ; FL-15036 6 c n n -Z- o/ 7 n 4 4 EMB. (TYP.I Z A. G 20 C A o. = H * t`p 40 7 R 6€ Z1 INTERIOR 2 2d 3 3 3 3 EXTERIOR 10 H ,.N10 m9 E W• _ GW 9& 3 HORIZONTAL CROSS SECIION 1-1/4•MIN. 3 Shown w/IXwbbmk EMB. (TYP.) 4 4 d EMB. 0 B 0.15 0.1s CSINK CSINK j ( I (FYP.I L L I °- a 20 20 R & m 8 40 6 • ° E ge 7 7 INTERIOR INTERIOR c z a EXTERIOR EXTERIOR 10 K ~ ' z IS 10 (WE 02 24 12 : 27 9 6 swc N.T.S. L C E owc. n. JK o era, a US 3 E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION ORA"C No: a 3 Ou 9:lawn W V 3 Ouhwmg shovm . mwm FL-15036.6 c t also opploved o opywed San -L or 7 0 EXTERIOR J""%f"`"— INTERIOR 1 VERTICAL CROSS SECnON 4 Outswinp shwon - WwMng aho approved EXTERIOR "`%J..." INTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/1 X wbbuck 3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION k,,Vpulswing contlguratksn 4 Outswing configmtion see general noses. sheet 1 see general notes. sheet 1 for'WHTwoterInfiltration for NVHTwoterInfiltration requirements requirements 11, Cv boJy GJ`iipn z oprOO N •; y[$ Epp z $ a x mangy C q[: N.T.S. 3 D. er: Jl( m C. By. LFS 3 unuc .a: FL-15036.6 c a* 4 or 7 D MASONRY TYP. HEAD OPENING 6 JAMBS $ L 2X BUCK 41 hoo BUCK ANCHORING STRIKE JAMB For OP - 48 PSF MASONRY — TYP. HEAD — OPENING d JAMBS FRAME 2X 3 D MASONRY TYP. HEAD 3 OPENING 3 JAMBS 3 2X BUCK FRAME ANCHORING HINGE JAMB MawrW 21 buck construction or OP <= 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comets may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min, edge distance to mortar joints, tactdtlonol concrete anchors may be required to ensure the MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE " EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR".' ITIN to 1/4- 1114, r 4 TAPCON ELCO 1/4- 1-1/4- 1" 4' ULTRACON 1. Matntoh o arhYnnn S/B• wipe durance. I' and drronce, s 1• o.c. rpx+p of wood rcrowl to prevent the rpettvp at wood. BUCK ANCHORING For OP > 48 PSF and OP <= 75 PSF Ap sit it E a3ou MASONRY TYP. HEAD r " OPENING — & JAMBS N G FRAME 0 W Np IX BUCK aa LATCH A DEADBOLTORAIL FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and OP « 7SPSF HINGE DETAIL aL N.T.S. er JK C. W. LFS owe No FL-15036.6 IT -L or 4v a. y we to g 909 MASONRY TYP. HEAD _ ` MASONRY TYP. HEAD c W OPENING 3 JAMBS OPENING 3 JAMBS — R 5 p o n rd mdii FRAME : ? FRAME f. tJ x O — O csN1hz W U IX BUCK IX BUCK o P TYP. CL TYP, lu — SILL — o0 t!1 in W W 0 0 n e' STRIKE JAMB FRAME ANCHORING HINGE JAMB FRAME ANCHORING C Moso IX buck construction Masonry IX buck constuction LaW F and CONCRETE ANCHOR NOTES: OP r_ 48 P$F 28 G For OP > OP <,75P$F 1. Comr9h, anchor bCatbro of rho caffom may be adAnted ro molntotn the mh. z h • edge dhfonce to mortor Joints. — 7. Concrete archer locofbm rioted as *MAX. ON CENTER• must be OdjAIvd to 9 mahtoh the nlh. edge distance to mortar)OWL C"tbnor COrorete OnChors may be roouted to enwm the • AX. ON CENIER'dworabn ors not exceeded. 3. Canasta anchor robte: 1 i 10 G j Q D.m 02124112 i D RAW N.T.S. ° MG. en JK a, 3 Ixu•wc MG.: e 0 FL-15036.6 n 1. $ edgeLATCH i DEADCOIi DETAIL HINGE DETAIL n wood screws to pro,,ont the spitting of wood. 9Q['r or 7 O ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIiE EMBEDMEM TO MASONRY 70ADJACEM TYPE EDGE ANCHOR nw • 1/r laN• t 4' iA/CON RILL Of MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2x BUCK SG >= O.SS w000 C MAX, l /4"SHIM SPACE WOOD D I /4" X 2$/4"PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3J100 P51 MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4"Xl-3/4'RWCONCREfESCREW S G 3/16' X 3.1 /4' PfH RVJ CONCRETE SCREW STEEL H I /4" x 3.1 /4"PFH Rw CONCRETE SCREW STEEL 1 I/4" X 2-I/4' PfH ITW CONCRETE SCREW STEEL J I /d' X 3.3/4' PFH ITW CONCRETE SCREW STEEL K q 10 X 2" PFH WOOD SCREW STEEL L q8 X 2-1/7' PFH WOOD SCREW I.1S' MIN. EMBEDMENT) STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP 8 LONG REACH COMPRESSION WEATHER-STRIP CAM 9 4" X 4"HINGE .09T' THK. TEE 10 M 10 X 3/d" PfH W000 SCREW HINGE TO FRAME) STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 W000 21 KWIKSET OEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 OEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 jER 6OSPSI TRUWITHYIELDSTRENGTHfY (MIFIBERGLASS FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 ILK. DENSRY POIYUREMANE 1. J-11 456'---j -C7: 1 i iJ fill it I9 20 ro a a Jamb \ V y S= 1-- 2.20" --1 SI RU C THRESHOLD LOW o$ c m S.IS --- L r NR I N SE DJLISTING SADDLE IREHOID ' G N O kdI" 4 56r_ 2.3d z J G 2 L N-Z u aIL 02 24 12 i swL N.T.S. J9 HIGHWATER DAM THRESHOLD aw er JK m cm. w: LFS ; aaram No.: a FL-15036.6 a sum 7 a 7 0" R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 130 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Ooor 118 Industrial Or. Fiberglass Door w/ Sidellte Ooors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ",this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") 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 sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460339-A,6,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by O`'F SC HIVIf'`% Lyndon F. Schmidt, P.E. iG C,yS •,/ eoe Signed & Sealed byrev V ••. *4oLyndon F. Schmidt, P.E. No 43409 . Z I 9 STATE OF 'll`.441VV'II--• SUS R 0N eA s 0 Lyndon F. Schmidt, P.E. FL PE No. 43409 10116/ 2017 a it 2 Ge Od THERMAITRU® DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and Is in compliance with the 6th Edition (2017) Flortdo guiding Code FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHr this product is required to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the 1iVHT'requtr1ng wind bome debris protection this product is required to be protected with on Impact resistant covering that complies with FBC Sections 1609.1.2 8 R301.2.1.2. S. For 2x stud homing construction. anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sit item #39 under active doors and all sills used under sidelites meet water infiltration requirements (or. "HVHr. 8. Inswing configurations and outswing con%urotfons using sill Items 031 A. R33 under the active door do not meet the water infiltration requirements for the'HVHT. Inswing units shag be installed On the 11VHZI only In non-hobitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevations. design pressures 6 general notes 2 Door panel details 3 Sldebte panel details 6 Gla;dng detail 4 Hoeaontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring . 2X tuck masonry construction BI Frome anchoring - I X tuck masonry construction 9 1 BR of mctedols 3 Components 53.13" MAX. OVERALL WIDTH { 3O i 3 x P P LU111 e I to 241 RCypa d mWm is SWING OVERALL FRAME-. • • DIMENSION , DESIGN PRESSURE (PSI) WITHOUTSURFACE.. BOLTS. WITH SURFACE BOLTS POSITIVE NEGATIVE-' POSITIVE NEGATIVE INSWING s3.13" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING S3Ar x 96.5" 47.0 47.0 60.0 2 liff. JK W. LFS bc No- FL-15038.7 Ir _L or -9- is EXTERIOR ' "54 49 <; a i P I . y i E INTERIOR \ R, jl d we Y HORIZONTAL CROSS SECTION g a36.0' MAX. 3 DOOR PANEL WIDTH 2 cl:R I H J EXTERIOR INTERIOR a W n M 1' H o to 1.4F e. O 2 u TO/ RAIL N m o o N N p P W W O OQ a g z 10 DOOR PANEL L I AzC NOTE W000 DOOR COMPONENTS: OAR ISO067) 13--L o u D-M 02124112 i scm N.T.S. ° u NINGE S111F b BOTTOM RAI! r2-'*N VERTICAL CROSS SECTION M e.: JK m Z C"K, Ff.. LFS ; WANK NO • e FL-15036.7 c r sun or C 13.) PAN 7. D.1 SMMEAhK NOTE: WOOD SQaM COMPONENTS: PINE (SG - 0.42) . NOTE: 1. Spacing for ilem N 18 3 N29 (life frame screws) Is as follows: from the bottom up on sides: 6.5% with 7) more spaced of 9.W o.c. there are (2) screws both top and bottom 2.13' in from each corner. WERIOR INTERIOR WNW CROSS SEC17ON C. n1.cc 1. EXTERIOR WERED kSS SPACE PERED INTERIORSS 8G ZING DETAIL G 1 S InsMled gloss w/ pvc file tome MIN. SS THK. 1/8' TEMPERED GLASS AIR SPACE I/8' TEMPERED GLASS EXTERIOR 6a f Z R m = 51 A Yj E = i 0 a C C Ee= 114 INTERIOR 2 VEIMCAL CROSS SECTION 3 10 LE: N.T.S a. JK c e: LFS NO FL- t 5036.7 o-.3—a-L INTERIOR EXTERIOR 0.15 C'SINK C ( TYP-) B 1 HORIZONTAL CROSS SECTION o e., , MngOvs ed•n0 INTERIOR OTE: 1. The sidebte is direct Set into the jamb with (12) item NM 1#8 X 2 PFH wood screw). There we (4 of each vertical jamb from the IOp down of 13.5'. 31'. 48.5' d 66% SEE NO' EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outswlnp confipurolion EXTERIOR 4 HORIZONTAL CROSS SECTION 4 lnw* g confipurollon r•su•uiu INTER EXTEI 5 HORIZONTAL CROSS SECTION 4 Shown w/1Xsubbuck INTERIOR EXTERIOP J nvKlcvnlAL GKv3S 5rf-llvM 4 Ouhwinp slwvm • truwfng also approved 1.1 /4' MIN. EMS. (TYP.) om 02 24 12 i ME: N.T.S ° M. er JK m Oa. or. LFS 3 MwDG MD." FL-15036.7 " 0 vw 4 or " O m g J O ' c EXTERIOR63N674019 OERIOR INTERIOR A. OWN, X0 I 2rl-'N VERTICAL CROSS SECTION VERTICAL CROSS SECTION 60 , I mE 60 ERIOR INTERIOR EXTERIOR INTeRIOR d. ft. JK ff. LFS Iw¢ NO- FL- 15036.7 R or 1 11 NI _ 50 SEE NOTE 1 INTERIOR EXTERIOR 1 VERMAL CROSS SECTION 6 Ouhwing shown •inswing also oPPra ed 3 VERTICAL CROSS SECTION 6 Outswing configuration Z Y EXTERIOR SEE NOTE 1 C C cd INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration N1 I ••• W 64' C dw J B e e Pl\ m Z Y Z V aa F Z 3G V 2 VERTICAL CROSS SECTION j Shown w/iXSub-buCk NOTE: 1. Anchors oss y thru hood and SRI of 4' In from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing conogurotlon G. IT. JK C. BY. LFS Ow rro FL-15036.7 a Jz Or j 4. 8' * 3' r 6" 1 SEE DETAIL I 4 MASONRY TYP. HEAD MASONRY OPENING TYP. HEAD JAMBS OPENING b JAMBS TYP. MULLION SHOWN FOR FRAME J REFERENCE 2X BUCK ONLY t3CiEO2XBUCK I — OTYP. — t^ 66 RUCK ANCHORING STRIKE JAMB R CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to morforjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortarjoints. additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR lTW e 1/ 4" 1.1/4" 2" 4" TAPCON ELCO se 1 4- 1.1/4" 1" 4" ULTRACON ITW a 3/16" 1.1/4' 3" 1.1/2" TAPCON WOOD SCREW INWALLAOUN NUICS: I. Maintain a minimum S/6" edge distance. 1"end distance. 6 l' o.c. spacing of wood screws to prevent the splitting of wood. LATCH 4 DEADBOLTWAI SEE DETAIL 2 FRAME ANCHORING Masorxy 2X buck construction If JOUTSWING INSWING 63 DETAIL 1 Attach surloce bolt strike plate to frame OUTSWING as shown (Outs"") 65 66 INSWING L 63 DETAIL 2 Attach surface bolt strike plate of the threshold Oufswing) 1FJ # IL' p 8 t r t Iss a ppo a y-24 0 u iVVVtp6 0d60. a E W <r H o xY mm HINGE JAMB 63 64 DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt Strike plate at the threshold InswIng) HINGE DETAIL L 02 2a 12 us: N.T S. sr: JK L Of. LFS NBC NO.: FL-15036.7 xv 7 or 9 MASON OPENIN FRAA 1% T o SEE DETAIL 1 J tY TYP. HEAD & _ JAMBS M TYP. QQE E LUCK I N F TYP. I SILL I SEE DETAIL 2 STRIKE JAMB • • FRAME ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the confers maybe od)usted to maintain the min. MOSOfry 1 %buck construction edge distance to mortar Joints. 2. Concrete anchor Iocotions noted as "MAX. ON CENTER" must be odJusled to maintain the min. edge distance to mador Jonts. additional concrete onchars may be reaulred to ensure the MAX. ON CENTER' dlmenslon ore not excoodod. S 3. Concrete anchor table: E 2 ANCHOR ANCHOR MIN, MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITw • 1/a• i•1/e• z a' TAPCON ITWr TA CONS 3/16" 1.11C 3" 1.1/z 1. Maintain a mlr*nvm 5/r edge dhtonce. I'end detonce, b l' o.c. spacing of wood screws to prwent the splitting of wood. HINGE JAM$ LATCH A DEAD$OLT DETAIL DETAIL 1 Attach surface bolt Stoke plate to home as shawl) (OVhwinO) 65 66 63f" DETAIL 2 Attach Waco boe strike plate at the threshold IOutswing) 49 HINGE DETAIL 63 64 DETAIL 1 Attach surface bolt strike plate to frome as shown (lmwkfg) 64 63 DETaR 2 AHoch surface bolt strike plate at the threshold Dn+'ing) O gg fh 6 U Rf>) CO xg z'1n it 8 x W p scut N.i.S. ofrc... JK cHK. er• LFS FL-15036.7 er a or 9 BILL OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP UTE FRAME (SMC) SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4" INTERCEPT SPACER STEEL C MAX. 1 /4" SHIM SPACE WOOD 25 SILICONE CAULK SILICONE 0 1 /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC UP LRE FRAME PVC PVC E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1/4" X 1-3/4" ITW CONCRETE SCREW STEEL 29 Y8-10 X 1-1/7PLASCREW STEEL 1/ 4" x 3.1/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD 1/ 4" X 2-1/4" PFH RW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC 1/ 4"X 3 3/4" PfH ITWCONCRETE SCREW STEEL 33 SEIf ADJUSTING INSWING SAOOLE THRESHOLD ALUM.COMP. L11KN10XTPFHWOODSCREWSTEEL39HIGHWATERDAMTHRESHOLDALUM. 08 X 2-1/7'PFH WOOD SCREW 1.1S' MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS NB X 2"PFH WOOD SCREW STEEL 41DOOR SKIN:.12S'MIN. THK. FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) - 6.000 PSI FIBERGLASS 1 / 4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 43 LATCH STILE WOOD 9 4" X 4" HINGE .097" THK. T 44 HINGE STILE WOOD 10 R 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE 14 1" L. X .040r DIA. BRAD TRIM NAIL STEEL 50 SIDEUTE PANEL - SEE SIDELRE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC SI SIDEUTE TOP 3 BOTTOM RAIL COMP. 16 OUTSWING SIDELITE SPACER PVC 52 SIDEUTE STILE WOOD 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEM 60 1IT SURFACE BOLT SPACER STEEL 18 96-18 X I $31C PFH SCREW STEEL 61 IVES SURFACE BOLT 94S4 8.0" 1. X .25" THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 1 /4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-31C L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADSOLT - SIGNATURE SERIES 780 STEEL 64 R 10 X 2-1/7 PFH SCREW STEEL 22 1 /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 4. 56• - I 66 3/16" X 2 3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3S/4" PFH ITW CONCRETE SCREW I9 20 1mnD R SID 4 2. S9- 2. 3C T 1 1 LO. S3• --I - J0 IfG W D M THRESHOLD 22 ll C 11C UP UIE FRAME 2. 17 --1 d 16 OIRS "Sf0E1 M Samar 2. 14• 16- aalt I IS INSWING 51DElfTE Spacer2. 17 --1 d 16 OIRS "Sf0E1 M Samar 2. 14• 16- aalt I IS INSWING 51DElfTE Spacercl STEEL F-- 2.21r --1 L1T- L RUMPfACfTNRESHOIDLOWIROfIIE 2. 11 F-- 1.68• -i i 1— s3• 26 PVC 5. 75 L I SELF ADJ NG SADDLE THM OLD arc: 02 2a 12 N. T.S. owe. or JK LFS GRAW N0 NO.: FL- 15038.7 Swm of 9 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Plione 8I3.659.9197 Florida Board orProfessional Engineers Certificate orAudsorizaiion.No. 9313 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 10 of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") 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 sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-10314 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM 01929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) stiaes° 1 i!j.. Lyndon F. Schmidt, P.E. 4 r .: i JB 3. Calculations Prepared by wog • J ! Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) . ;.•' \C N S; ' 'yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. fVj 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemet; Institute, certifying that Therma Tru Corporation is manufacturing products -0 AwithinaqualityassuranceprogramthatcomplieswithISO/1EC 17020 and 9 ST;, f OF • 1ILLyndon F. Schmidt, P.E. V m FL PE No. 43409 Guide 53. :. '• F• t> ; 1•., ( n rj, • 10/1612017 Sheet 1 of 1 014 pi?1t1''de 1HERMANTRU"' DOORS Classic -Craft, FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and Is In compliance with the 6th Edition (2017) Florida Budding Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shad be beyond wall dressing or stucco. 3. When used in the'HVHZ- this product Is required to be protected with an impact resistant covering that compiles with Section 1626 of the FBC. 4. when used in areas outside of the *wmr requiring wind borne debris protection this product Is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. S. For 2x stud framing construction, anchoring of these units shad be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item R39 under active doors and all sills used under sidelites meet water infiltration requirements for'HVHZ'. 8. Inswing configurations and outswing configurations using sill items R31 3 R33 under the active door do not meet the water infiltration requirements for the "HVHT. Inswing units shod be installed (in the "HVHZ`) 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 overhanp to sill Is less than 45 degrees. TABLE OF CONTENTS SHEET B DESCRIPTION I Typical elevations, design presmw L; general notes 2 Door panel details 3 Sldelle panel details a Glaft detal 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 8uck and home anc . 2X buck masonry construction 8 Fee anchoring • I X buck masonry construction 9 81 of materials R Components j 68s MAX. OVERALL WIDTH L9 i O i m 0 0 o SWING OVERALL - FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 68.S' x 9e.0" 47.0 47.0 60.0 60.0 OUTSWING 68X x 96.5' 47.0 47.0 60.0 60.0 sCALL N.T.S. jawc a. cf. JK uof LFS FL- 15036.8 rr 1 or 9 EXTERIOR43 n d INTERIOR 46 R Ji c CO mam rp m CC IL 4 0 l HORIZONTAL CROSS SECTION o a360MAX. 1;W PAX OYLM Vf 2 O 1 J 1310 EXTERIOR INTERIOR iE iE a cd e e T o u ror lull a 1CN tF o 0 N N VI O_ 41 m og 1•{ EfL 1.16' C1aWc poN u _ P LJ J IJ J NOTE: WOOD DOOR CO/ePONEMS: OAK ISO >• 047) 13-1 n r r" arc 02124112 i 11 NINGE Si11F IS ! TfOM RAII SML N.T.S. 2 VERTICAL CROSS SECTION rw: dKr• LFS M — 150J6.8 or 13.7 PANT 7. D.I. SO SIO PANEL S NOTE WO00 SIOEUIE COMPONENTS. PINE (SG - O.42) NOTE: i 1. Spacing for Item M IB b M29 pile frame screws) is as follows: from the bottom up on sides: 6.S. with 2 17) more spaced at 9 W o.c. there are (21 screws both top and bottom 2.13" in from each comer. ibir L r- l.Sy SI SIOELITERd TOP A AM XTERIOR INTERIOR HONTAL CROSS SECTION s GLASS BITE 2d rHK 25 EXTERIOR APERED ksS SPACE IPERED ASS INTERIOR GI GLA21NG OIFTAK S n,u - red pia w/ pvc life home 1/2' MIN. GLASS THK. TEMPERED GLASS EXTERIOR AIR SPACE 1/8, TEMPERED GLASS 40. 006. if a tp m M1 V C= OEE {^, 6 V INTERIOR 2 VERTICAL CROSS SECVON 3 era. er. JK e ooL Irr: LFS ; oiuwc eo.: N FL-15036.8 a SHM -L a O 1.11C MIN. EMS. (TYP.) INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 4 Outswirlp Shown . inswing also approved 5 4 3 6 6 6 JTERIOR XTERIOA 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 OuhNMg configuotbn 4 Outswing contlpuotlon TE 1 SEE NOTI 1.1 /P MIN_ INTERIOR EXTERIOR 6 HORIZONTAL CROSS SECTION Shown w/IX svb•buck NOTE: 1. The sidelite is direct set into the jomb with 1121 item MM (08 X T PFH wood screw). There ore (4) of eoch vertical jomb from the top down of 13.5% 31. 48.5" d W. XTERIOI JTERIOF 4 HORIZONTAL CROSS SECTION JI lnswinp connpuofion T e A7 L P n A G Z $$$ j 5 WW D+ 1 V ZtI G ID, V V' LL6 5 HORIZONTAL CROSS SECTION q WwMng confipuotion N.T.S. er. JK BY. LFS MM No.: FL-15036.8 17 4 or y9 63 19 t„"¢— INTERIOR 'SAL 1 VERTICAL CROSS SECTION Outswing shwon - Inswing oleo a0prowed a. e n 6S 3 VERTICAL CROSS SECTION S see geneeraal notes, set 1 for imr water Infiltration requirements m 62 EXTERIORINTERIOR r4"N VERTICAL CROSS SECTION S Inswing ConOgural" see general notes, sheet I for VvMr water IntaNation requirements INTERIOR EXTERIOR m i.- 2 I F#TC4L CROSSSECTION E 60 XERIORINTERIOR requirements r"— u: N.T.S. JK ai c, tar: LFS 3 a wwG FL-15036.8 n L or -9- G 5o M t,% EE NOTE 1 INTERIORA'S EXTERIOR 1 VERTICAL CROSS SECTION d o tsts Il st m - irm"I^8 INTERIOR SEE NOTE 1(M ; EXTERIOR 3 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR SEE NOTE 1 M INTERIOR 5 VERTICAL CROSS SECTION W Outswing configuration v . Jj 111ri_ SEE NOTE 1 INTERIOR EXTERIOR 2 VEIMCAL CROSS SECTION 6 Shown wl l X $Ub•buck N w N.. n E i$oa 0a4 r: Z 1n NOTE: 1. Anchors oss'y thru heod and sill of 4' in from eoch corner end. 4 VERTICAL CROSS SECTION d InrMng configuration g 6 W N T.S. rn. JK d n: LFS s WNG no • ° FL-15036.8 x+ j or j a MASONRY TYP. HEAD OPENING 3 JAMAS SEE NOTE 1 MULLION 2X BUCK SHOWN FOR REFERENCE ONLY BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the Comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortor joints, additional concrete anchors ' MAX. may be required to ensure the ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. -CLEARANCE TYPE. SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW 1/4" 1.1/4" 2" 4" TAPCONa CO 1/4" 1.1/4" 1"4" ACONW a3/16" b 1.1/4" 3" 1.1/2" CON WUUU 5CKtW INNALLAIIUN NUIM: 1. Maintain a minimum 5/8" edge distance. 1'end distance. d 1"o.c. spacing of wood screws to prevent the splitting of wood. 2 11 I II SEE DETAIL 1 II11 T 1. t0 TYP. HEAD b MASONRY JAMBS OPENING FRAME M TYP. L l O 2X BUCK F TYP. F SILL N LATCH B DEADBOLTDETAIL SEE DETAIL 2 FRAME ANCHORING Mosortry 2X buck consttucIIw l OUTSWING 63 INSWING DETAIII Attach surface bolt strike pate to frame as shown (Outswing) OIITSWING 65 66 INSWING 63 DETAIL 2 Attach surface boe st s plate al the IFveshold Outsvdngl 11 HINGE JAMB 63 64 DETAIL 1 Attach LU6000 bolt strike plate to frame as 1=101 to 64 63 OETAll2 Attach surface bolt strike plate of the threshold tn VAV) 0A. tY• fe; ion PV rs 1 1st N E R o d N •• t v Ip 64 E A2 R 0 Nf b1LL44 Aim Ee° HINGE DETAIL LJ N.T.S. er. JK L rn: LFS wC rq FL-15036.8 02 ar 1 MASONRY J h OPENING R 3 FRAME mo I C JIe I BUCK III — 4, I SEE DETAIL 1 TYP. HEAD 3 JAMBS TV?. TYP SILL JU I I i I SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry I X buck construction y 1. Concrete anchor Iocotk)m of the comers may be odpAted to molntaln the min. Ez edge distance to mortar Joints. 2. Concrete anchor locotbro S MAX. noted as ON CENTER' must be adjusted to mohtah the min, edge dhlonce to mortar Johts. additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TOMASONRY'• TO ADJACENT EDGE ANCHOR tTW 1/4- 1.1/v Y PTAICONa ITW TA CONe 3/1V 1.1/P T 1.1/r wVVu X.KCw 1n lALIA 11Vn nV rC: 1. Maintain a mWmum 5/r edge distance. 1' end distance. 6 1"o.c. spoclnp of wood screwswoodtoventthestfhgofwoadIhestfhgoIwood. L^ O HINGE JAMB w nnpwwh 11 {o7j 1V .: ID C W a 40 I C rc gD o S a RIRGFDETAII 67 63 m per_. h N 63 64 V, Z DETAIL 1 DETAIL 1 0 Attach Surface bolt Attach surface boll strike plate to home strike dote to home as shown (Outswhp) as shown (Irm-ft) d 65 66 64 o_ f!7 w><:02124112 63 s"L, N.T.S. 63 ONG. er: JK DETAIL 2 DETAIL 2 arK. er. LFS Attoch surface bolt Attach sudoce bolt mWW MD.: stoke plate of the threshold strike plate of the threshold FL-15036.8 Outswing) (Inswing) SHtEn or 1 LATCH B DEADBOLT DETAIL OUTSMNG INSWING MATIERIAL i i+• N^ u lllll * 111 $ g o 2 seG p u M = { A Cp CgWg o v 4 zC = K' 6 V ce C R 13 s yySQ' c $ j J a g 55 2.IYr - 01 o 19 20 How A SIDE F' 4 63 o O WING SIDELRE RUM/ fACE RE OID L W PROfILE 4.W 259• Id Space JI W = 2.15 ' o s — 2 36' 1.68" -'-I 21 c a I ' 1.6Y 1.68" u DATE- 02 24 12 i Lseat• N.T.S. 1 1 owe. er. JK m 2 J— osy --4 -- _ 4 '_ 4r a«. n. LFS 3 c S9 HfGN WATER DAM THRESHOLD 2J PLASTIC LIP LRE FRAME IS INSWIN SIDE 26 C U LRE fRAME ,- SELf ADJ SLING SADDLE THREHOID f1-15036.8 b SMC spacer PVC N SHM or Q BILL Of MAlER1ALS REM DESCRIPTION MATERIAL REM DESCRIPTION A I X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 I /4'INTERCEPT SPACER STEEL C MAX. 1 /4' SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1 /4" X 2-3/4' PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC UP LITE FRAME PVC PVC E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 OEADBOLT PLATE STEEL F 1/4"Xl-3/d'ITWCONCRETESCREW STEEL 29 8-IOX1-1/2"PLASCREW STEEL I 1 /d" X 2-1 /4' PFH RW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. WOOD J 1/4" X 3.3/4" PFH fiW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K 10 X 2" PfH W000 SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L 8 X 2-1/7' PFH WOOD SCREW I.1S MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 8 X 2" PfH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS N 1 /4" X 2/4" PfH ITW CONCRETE SCREW STEEL 41 DOOR SKIN; .125 MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6.000 PSI FIBERGLASS 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 9 4" X 4"HINGE .09T' THK STEEL 43 LATCH STILE WOOD 10 10 X 3/d' PFH WOOD SCREW STEEL d4 HINGE STILE WOOD I l 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 10 X 1-3/4' PFH W000 SCREW STEEL 46 POLYURETHANE FOAM (1.91bs. DENSITY) POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL SO SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 1 S INSWING SIDELIiE SPACER PVC 51 SIDELITE TOP J!. BOTTOM RAIL COMP. 16 OLITSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSEt PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1/7' SURFACE BOLT SPACER STEEL 18 6-18 X 1-3/d' PFH SCREW STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .2S THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 1/4-20 SEX BOLT w/ 1 /4-20 FEMALE ENO X 1 J/4" L. STEEL 20 SLOE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT •SIGNATURE SERIES 780 STEEL 64 10 X 2-1 /2" PFH SCREW STEEL 22 I /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1 /4" PfH ff W CONCRETE SCREW STEEL 4.56' 66 3/l ti" X 2-3/4' PFH fTW CONCRETE SCREW STEEL 67 3/16" X 3J/4"PFH fTW CONCRETE SCREW STEEL R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 8I3.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") 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 sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A.B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) g.:11tc"drlpa Lyndon F. Schmidt, P.E. 4. Quality Assurance e t ' S t';'` gig Certificate of Participation issued by National Accreditation and ; :• r! L r '•. is Management Institute, certifying that Therma Tru Corporation is y 1, o e ! , 9 ,• manufacturing products within a quality assurance program that complies >t ? with ISO/IEC 17020 and Guide 53. — •.' Y r` ; u i :: t= 4t • 1+, y Lyndon F. Schmidt, P.E. J % FL PE No. 43409 1011612017 Sheet 1 of 1 , '...•- . r•;> 90PYi+ Test Standard ASTM 01929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by MERMAKTRU` DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is In compliance with the 6th Edition (2017) Florida Building Code fBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHt this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used In areas outside of the "HVHT requiring wind bome debris protection this product Is required to be protected with an Impact resistant covering that compiles with FRC Sections 1609.1.2 B. R301.2.1.2. 5. for 2x stud framing construction, anchoring of these units stroll be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill Items #31 3 #33 under the active door do not meet the water infiltration requirements for the HVHZ". Inswing units shaft be Installed (in the HVHT) only in no"obltable areas or at habitable locations protected by an overhang or canopy such that the angle helween the edge of conoov or overhona to sill Is less than 45 degrees. TABLE OF CONTENTS SHEET B DESCRIFRON I Typical elevations design pressures 6 general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck anchoring 6 Frame anchoring .2X buck masonry construction 7 frame anchoring -1 X buck mosonconstruction ryB Ashagal detoils 9 so of Materials 3 Components d o a SWING_ ' OVERALL FRAME DIMENSION.. DESIGN PRESSURE (PSF) WITHOUT SURFACE ' BOLTS WITH SURFACE BOLTS POSITIVE. NEGATIVE. POSITIVE NEGATIVE INSWING 74.5" x 98.G" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5" 47.0 47.0 60.0 Isrxz. N.T.S. MG. W. JK ua. P. LFS FL- 15036.9 a _ L or - EXTERIOR 43 : w' ;1r g , 2 44 N•• G E$Zcii INTERIOR ° a6$ 341LD a 1 HORIZONTAL CROSS SECTION 36Z MAX. 2 d DOOR yi PANEL WIDTH Q$ R 2ItOo R CO EXTERIOR INTERIOR CL cc e u ro RA1L IJ u7cN Si11E ^ N e a eiPi o sl 41 en 1.69' D---I--.3V' 1.68''j D OR PANEL L I I ^ h 3 ? i NOTE: WOOD DOOR COMPONENTS: OAK ISG s.0.671 T `'.': :"' • _ Mm 02124112 i N NINGE3111F V-4L• N.T.S. z 2 VERDCAL CROSS SECTION UNG rr. JK m 2 cm. Tm LFS ; Txaw.c NO.. Tr a FL-15036.9 c Dw-Lor3 p 4 4 EMB. (TYP.) A 20 o N .• 21 B 40 7 t: E PS $ j INTERIOR ro m n a` A 4• 3 st st EXTERIOR 10 H 10 y N 9 4 HORIZONTAL CROSS SECTION E d 1-1/4-MIN. 3 4 S 3 Shown./tX.WYIM EMB (M,, c o FMB. (1YP.) d 4 4 a D C 0.1 S C p 0.1 S' C'SINK L (n'P 1 CSINK TYP ) ` M a 20 20 1. 7 8 8 N N QZ b 7 40 1 40 7 L INTERIOR 7 INTERIOR oQ EXTERIOR 13 EXTERIOR att:02 2 12 i e 10 y 40 L 40 109 B sine: N.T.S. 27 a°c. W.A mEE o« as LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION ONAWM NO.: ° E 3 Outtwing shown • Irnwtnp also approved 3 t>utswing shown-Irxwlnp also approved 3 Otrlswin9 shown - ft-,V also approved FL— 15036.9 WED 3 OF G 1 U 19 y INTERIOR 1 VERTTCAI CROSS SECTION aho oPDro ed Tor'; wo requirements d 0RoZII 61 Q 1 63 Q\7- 62 NEWS: a 7 EXTERIOR INTERIOR Vo INTERIOR EXTERIOR 61 62 Sam MEW-:= 1r1; V Sham w/lX sub -buck x^ i C3 2 a E Z m nd UW a W W N a: N.T.S a . r. JK r. n: LFS lwm no FL- 15036.9 a or 1 7-1 1 CND. ZZ-¢fie O_ • ggo' G a n R a a=u TYP. HERO E m a JAMBS 6 m n n MASONRY OPENING z gp Qa ASTRAGAL PA c SHOWN FOR REFERENCE m 2X BUCK ONLY H OI n 55m N N pW N O2W Ice 1/1 CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. RUCK ANCHORING edge distance to mortarjoints. lit 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted t0 maintain the min. edge distance to mortar joints, additional concrete anchors m" MAX.oyberequiredtoensuretheON CENTER" dimension are not exceeded. m ._ 3. Concrete anchor table: o _ z 2 u° V — i scut: N.T.S. ° owe. ttr• JK n cwe n. LFS 3 o° nw1G ra a 1. ahtoln o rnlnYewxn 1Jlr eo'pe s ttT or -L woodr- wz to pre ent the 10tttnR or wood. C ANCHOR ANCHOR MIN. MIN. CLEARANCE TO MIN. CLEARANCE TYPE SIZE EMBEOMENi MASONRY EDGE TO AOJACEM ANCHOR Ts c I Ir SEE DETAIL MASONRY — TYP. HEAD OPENING & JAMBS ASTRAGAL — SHOWN FOR FRAME REFERENCE kONLY — u O 2X BUCK F SEE DETAIL TYP• — z , SILL ILI 1 1 1 1 1 1 I FRAME ANCHORING Mon2X buck construction IW DP <e 48 PSF L` rP ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be odJusted to maintain the min. edge distance to mortor Joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be odlusted to maintain the min. edge distance to mortar Joints, oddltlonal concrete anchors may be required to en'MAX, sure the ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR - ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW a 1/!- 1.1/!" 2" TAPCON ITw TA/CONe 3/16" 1.1/!" 3" TOM I VV J\.rfL InJrnLV•.rrVn nyrG.r. 1. Maintain o minknvm 51W edge distance. I* and distance. 6 I"o.c. spacing of wood screws to prevent the splitting of wood. Ts c 6- i o SEE DETAIL 1" MASONRY TYP. HEAD g< OPENING _ & JAMBS — (x Rif q ASTRAGAL $ SHOWN FOR FRAME REFERENCE ONLY — f, G 2X BUCK SEEDEFA1L F SILL 1 W V 1 1 1 1 1 1 1 ZL 0 IY R FRAME ANCHORING HINGE JAMB Masonry 2X buck construction 5 mforDP> 48 PSF and DP <. 60PSF y l s 63 A 9 K Rr 10 Ito I 1 —1 z eh 63 I, DETAIL 1 DETAIL 1 Attach osh000VSUAaC0 boll Attach asho0aVslRfoce bolt 7 7 = sMke pro as to Irome stoke plates to home HINGE DETAIL = as Shlaarrl (OutrAV) os flna+rrn (kevMfnDl ° 63 65 66 64 i u aA02124112 i 27 SCAU: N.T.S. ° 63 ><: JHovo.In. LFS m a+. n: ; DETAIL 2 DETAIL 2 a Attach noloce ball Attach Surface bait C MD strike plate of the threshold stoke plate at the threshold LATCH a DEADBOLT DETAIL FL OUITA D) (Iruvanp) Dw j or y910 R 5t N 2 6 ei Ts 3 - 1 -1 5TYP.*HEAC SEE DETAIL MASONRY OPENING 6 JAMBS ASTRAGAL _ SHOWN FOR 1 FRAME REFERENCE ONLY C I X BUCK f SEE DETAIL NP' - 1 SILL t tt t t FRAME ANCHORING Moson7 I X buck constriction a ( OP <a 48 PSF L{ rP 7s SEE DETAIL MASONRY TYP HEAD OPENING 6 JAMBS ASTRAGAL SHOWN FOR - FRAME REFERENCE ONLY _ C IX BUCK F SEE DETAIL TYP. SILL - FRAME ANCHORING ASTRAGAL STRIKE JAMB MosorW I X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to morforjotnfs. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW 1/4' 1.1/4• r 4• TAPCON• ITW S/16• 1.1/4' 3" 1.1/r TAPCON° r.wvai..Rc.. nv naan uv.. nv.r..a. 1. Maintain a minimum 5/8" edge distance. I' end distance. 6 l' o.c. spacing of wood screws to prevent the splitting of wood. for OP > 48 PSF and G OP <- 60PSF 2 67 63 63 L 64 DETAIL I DETAIL I Attach astragal/surface bolt Attach as surface bolt strike plates to frame shake pia a to home as shown (Outswing) re shown Pnswing) 63 65 66 64 63 DETAIL 1 DETAIL t Attachsurfoce boil Attachsurfoce boll strike plate at the threshold strike plate at the threshold Outsw ing) (Inswing) 9-1 HINGE JAMB LATCH A DEADBOLT DETAIL u N T.S. 1M JK W. LFS 1W1W .o.. FL-15036.9 a -L or -9- 0 mow._P OP i %• J_Oj . Oi n 8 N •; t s 3S=i u 95.25 low l a 3er 2o.s3- -}--- l es I, ae^ --f I To toI 13 TrP. 13 TYP, TYP. 13N W O G 6 4s 4s m 3.25 3.25 yC T T 0.75 1.91' — OJS' N N vi SEE NOTE 1J41—ow D ^ ee E as Az1GMAIL U NOTE: o.TE; 02124112 i sc"- N.T•S• + 1. THE ASTRAGAL BOLT HAS A T THROW AT THE TOP AND arc. ar. JK mTHEBOTTOM. cm r. LFS ; VAWM NO.: N FL-15036.9 c N SME7 or ° O d N 81U Of MATERIALS REM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD B 2x BUCK SG >= 0.55 WOODCAX. 1 /4"SHIM SPACE WAD D 1/4"X 2,3/4"PfH ELCO OR ITV/ CONCRETE SCREW STEEL EMASONRY - 3,000 P51 MIN. CONCRETE CONFORMING TO ACICONCRETE301ORHOLLOWBLOCKCONFORMINGTOASTMC90FI /4" X 1-3/4" RW CONCRETE SCREW STEEL G 3/16"x3-1/4" PfH ITwCONCRETE SCREWSTEELH1 /4" x 3.1 /4"PFH RV/ CONCRETE SCREW STEEL 1 1 /4" x2-1/4" PFH ITW CONCRETE SCREW STEELJ1/4"X 3-3/4'PfH ITW CONCRETE SCREW STEELKa10X7'PFH W000 SCREW STEEL L a8 X 2-1/7'PfH WOOD SCREWI.IS'MIN. EMBEDMENT STEEL 1 HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL fLUSH BOLT STEEL4ASTRAGALfLUSHBOLTRETAINERALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM8LONGREACHCOMPRESSIONWEATHER-STRIP FOAM 9 4" X 4'HINGE.09T'THK. 10 a10 x3/4PFH WOOD SCREWHINGE TO FRAME STEEL13a10X1-1/2" PANHEAD SMSSTEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMBPINESG >= 0.42W0O0 20 510E JAMBPINESG >= 0.42 WOOD21KWIKSETDEADBOLT -SIGNATURE SERIES780 STEEL 21 LATCH STRIKE PLATE STEEL 28 DEAOBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROfILE ALUM./WOOD32DOORBOTTOMSWEEPPVC 33 SEIf ADJUSTING INSWING SADDLE THRESH0l0ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET fOR DETAILS41WITHYELDSTRENGTHFY(MNtER6.000 PSIiHERMA•TRU FIBERGLASS42TOPRAILCOMP. 43 LATCH STILE WOOD44HINGESTILEWOOD45BOTTOMRAILCOMP. 46 POLYURETHANE FOAM1.91bs. DENSITY POLYUREMANE601 /7'SURFACE BOLT SPACER STEEL 61 IVES SURFACE BOLT a454 8.0" L. X .2STHK. STEEL STEEL621/4-20 SIX BOLT W/1/4-20fEMALE END X 1-3/4" L. STEEL63SURFACEBOLTSTRIKEPLATESTEEL64k10X2-1/2PfH SCREWSTEEL3/16" X 2-1/4" PfH fTW CONCRETE SCREW STEEL3/16"X 2-3/4"PFH RW CONCRETE SCREW STEEL673/I6"X3.3/4"PFHR1NCONCRETE SCREWSTEEL s J1i 4.56" ---1 t J I 1 Cl N •; E $ i u 19 20 HEAD SIDE n lamb ,; e 1--2.20'--- IL Av a N R SI BUMP FACE IRESHOLDLOW PROFILE m u p m 3 cl 5.7S' Y it 1 1z V 1 1 N N Z u + 0 8 _ SELF DJ STING DDLE TNREI LD 9 b N Q rw 4,W J i 2.3C _ r w I} m-a h o_ o = N-$ u 1 dh•02 24 12 i Sau. N.T.S. W IIGH W TE D M THRESHOLD °"cx^ m- F39cmW. ; a. y" HO_n FL- 15° SHEET O d s J1i 4. 56" ---1 t J I 1 Cl N •; E $ i u 19 20 HEAD SIDE n lamb ,; e 1-- 2.20'--- I LAv a N R SI BUMP FACE IRESHOLDLOW PROFILE m u p m 3 cl 5. 7S' Y it 1 1z V 1 1 N N Z u + 0 8 _ SELF DJ STING DDLE TNREI LD 9 b N Q r w4, W J i 2. 3C _ r w I} m- a h o_ o = N-$ u 1 dh•02 24 12 i Sau. N.T.S. W IIGH W TE D M THRESHOLD °"cx^ m- F39 cmW. ; a.y" HO_n FL-15° SHEET O d R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System 10 # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6lh Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') 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 sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM D1929-96, ASTM 0635-03 ASTM D2843-99 ASTM 01929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) oLIt SCE 4130fso 9c Lyndon F. Schmidt, P.E. 3. Calculations Prepared by `a' • ;,,,,tj 1tl. e Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) `eoo '.••yC• = r':.y• r r yndon F. Schmidt P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 43409 f. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products % ` Lyndon F. Schmidt. P.E. within a quality assurance program that complies with ISO/IEC 17020 and O S t i tE O r 7 FL PE No. 43409 Guide 53. .c c` •'4 10/16/2017 Sheet 1 of 1 ,, ti fib seeaslss ra e-° a, IHERMANTRU' DOORS Classic -Craft, FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the'11igh velocity Hurricane Zone" (HVHZ). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used in the'HVHr this product Is required to be protected with an impact resistant covering that compiles with Section 1626 of the FBC. 4. When used in areas outside of the "HVHr requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2x stud framing construction. anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this dray ng require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item R39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHr. 8. Inswing configurations and outswing configurations using sill Items R31 3 R33 under the active door do not meet the water infiltration requirements for the "HVHr. Inswing units shag be installed (in the'HVHr) 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 sill Is less than 45 degrees. TABLE OF COMENIS SHEET B DESCRIPTION 1 Typical elevations. design pressures 6 general notes 2 Door panel detaie 3 Sidelle panel details b Glaring detail 4 Horizontal cross sections S Vertical cross sections 6 I Vertical cross sections 7 Buck and frame ant - 2X buck masonry construction B Frame a - I X buck masonry construction 9 Astragal details110SillofMaterials8 Components IOS.S MAX. OVERALL FRAME WIDTH --{ 0 L5 m 42 W e 0 6 P 0Li LA o I FA p ^ ri N •; i o nCalm 0 SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE ' BOLTS WITH SURFACE - BOLTS _. POSITIVE NEGATIVE POSITIVE • NEGATIVE INSWING IOS.S" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING IOS.S" x 96.S" 47.0 47.0 60.0 60.0 C. m: JK W. f .. LFS LNW C NO.: FL- 15036.10 Im I or al = in EXTERIOR43 II ITT d •: INTERIOR ab R y, s nd e • mrinLo d 1 HORIZONTAL CROSS SECTION of = 36.0•NW(. 2 7n DOOR PANEL VADTH 2 1 o colaEXTERIOR INTERIOR ? a 4.n• z r u o Cd O 2 = i0 RAH lA1rH mLE o pp N N zpZp • W W O eo W I 40 R PANEL13- W ZCbssk NOTE: WOOD DOOR COMPONENTS, OAK (SG >• W) 1 : aTT:02124112 i sw G N.T.S. u N1NGE m 4e eorrorw RAH Z VERTICAL CROSS SECTION sM BY. JK m CMK Tn. LFS ; ow.WC Mo: c IV FL- 150-6.10 0 TwCn 3 or r 0 13.7 PANI 7. 01 50 SfO lftE P NEL NOTE: WOOO SIOEIITE COMPONENTS, PINE (SG > - 0.421 NOTE: 1. Spacing for item 418 It 029 (lite home screws( is as follows: from the bottom up on sides: 6.5". with 7) more spaced of 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR IORIZOMAL CROSS SEC17ON MIN. ASS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/9' TEMPERED GLASS INTERIOR L TT- 1sr.-A—T SI affiIETOP A8T Rai Pf11 Act G, GLAZING OfTAII S41nloted00" w/ pVe ite froma itj— I I . rI072- SZ SlOfllTE !E MIN. ASS THK. I/ 6" TEMPERED GLASS EXTERIOR AIR SPACE I/ 8" TEMPERED GLASS 1 Njif da i•` R m rl Z 1* 1 11 2 Pia •: r2 OaR9 mddLOo e INTERIOR 2 VERTICAL CROSS SEMN 3 11 It: 02 2412 ALL N. T.S. C. Ir• JK K. at. LFS AW C n0 • FL- 15036. 10 W or R It 6 vd SEE NOTE 1 INTERIOR EXTERIOR O.IS" C'SINK C ITYP 1 B 1-1/17MIN, 1 HORIZONTAL CROSS SECTION EMB. (1YP.) q 2l Paoved -Inswing 6 NOTE: 1. The sidelite is direct set Into the iamb with (12) item 0M (a8 X 7' PFH wood screw). There are 14) of each vertical Omb from the lop down of 13.5. 31 ". 18.5" L 66". 2 HORIZONTAL CROSS SECTION 4 Ouhwfrlg shown - W".'" ollo approved INTERIOR EXTERIOR 3 HORIZONTAL CROSS SEC17ON 4 Outswirtg configuralion 107E I INTERIOR EXTERIOR errrnrll 5 HORIZONTAL CROSS SECTION 4 Shawnw/IX sub -buck EXTERIO1 INTERIOF 4 It" 11 Y• nojj: Pv ri g o z E z Zu cz ggo p r10 b q HORIZONTAL CROSS SECTION q InrwlM conrlgwofion AU; N.T.S. ti• In-0 JK K. tn: LFS W-K No- FL- 1 5036.10 R st a 11 U 19 INTERIOR Li 1 VERTICAL CROSS SECTION S u mgs n-no O_ ice• O O Cq/1 m INTERIOR EXTERIOR 0 u 6162 Q for' req Is. shoal I Infitroffon L N.T S. C. W. JK X. of.. LFS AMC NO.: FL- 15036.10 sn L or 10 g Ei St i F 50 M y SEE NOTE I INTERIOR - EXTERIOR 1 VERTICAL CROSS SECTION 6 itsp+0inswing INTERIOR EXTERIOR SEE NOTE I l M ti th U oV 3 VERTICAL CROSS SECTION j Outswir g confrgurotton EXTERIOR SEE NOTE I C 1 lk INTERIOR 5 VERTICAL CROSS SECTION 6 pufswing connguratbn i TTi. s * •QQQ O P 9 t V Z SSEE NOTE I EJIL INTERIOR W EXTERIOR 2 VERTICAL CROSS SECTION 6 shown w/Ixsubbuck NOTE: 1. Anchors os y thru head and Sa of e' in from each caner end. A VEIMCAL CROSS SECTION 6 wm,4ng coagurotbn L N.T.S ti• r. A M. n: LFS Arro¢ WM: FL- 15036.10 rca - L or a i z D TYP. HEAD MASONRY a JAMBS OPENING ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE 1 ONLY2X RUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the tamers may be odjusted to maintain the m1n. edge distance to morfor Joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be odMted to maintain the min. edge distance to mortar joints, additional Concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor fable: L N Ll T- Q ANCHOR ANCHOR MIN.' MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO AOJACENT EDGE ANCHOR ITW 1/4" 1.114" 2" 4" TAPCON ELCO • 1/4" 1-1/4" 1" 4" ULTRACON ITW • 3/16" 1.1/4" S TAPCON WLAJU ML KCW IMIALLAIIUM MUIC . 1. Maintain a minimum 5/8" edge distance. I • end distance, a I.O.C. spacing of wood screws to prevent the splitting of wood. MASONRY OPENING FRAME 2X BUCK ASTRAGAL STRIKE JAMB Attach of flxlOCe Colt stoke pla es to frame as shown (Ouhw4+pl 63 M DETAIL 2 Attach surface bolt strike plate at the threshold OuhvAngl I I I SEE DETAIL II I L 1" TYP. HEAD a JAMBS ASTRAGAL SHOWN FOR REFERENCE M TYP. ONLY N F TYP. SILL I SEE DEVIL I NAME ANCHORING HINGE JAMB Mato" 2X buck cordtWI xl Attach surface bolt stroro pia es to frame as drown (Inswing) 63 OETAl12 Attach surface toff shhe plate at the threshold Inr*Ing) 2e L 27 LATCH A DEA ISOLT OE AIL HINGE DETAIL A. BV. JK 1K. or. LFS urwc Ko: FL- 150.38.10 is r 7 or 1A 7S Z E =u MASONRY iZ jj i 9 d d OPENING m i 8 n a A ggd Y C FRAME D xu T_ — O O g L W = WN 1XBUCK LATCH aDEADBOLTDEUIL 3Q i2 o 10 Q. H n 2 yr HINGE JAMB e h ASTRAGAL STRIKE JAMB FRAME ANCHORING 102 CONCRETE ANCHOR NOTES: masonry IX buck constWion HINGE DETAIL La La 1. Concrete anchor locations of the comers may be acrMted to malnfoln the min. wipe dhtonce to mortorMnh. i 2. Concrete anchor locations noted os MAX. ON CENTER' must be o4aled to G P a mointoin the min. edge distance to manor.Wnh. addltlonol concrete anchors 65 66 2 63 may be reaured to ensue the MAX. ON CENTER" dimension ore not o ceeded. 64 63 3. Concrete anchor table: a - ' i N zz Z Y am 02124112 = 63 srxc N.T.S. 4 63 G 64 2 owe. n: JK DETAIL t DETAIL 2 DETAIL i DETAIL 1 0«. a LFS 3 Attach surface bolt Attach %doce boll Attach oshygol/mloce bolt Attach ostrOQoI/surface bolt GMrrm6 rW : Cr WOOD SCREW INSTALLATION NOTES: stoke plate of the threshold stoke date of the threshold strike dotes to home strike plates to home n 1. Maintain a minimum S/r edge distance. 1' and dbtonce. a 1"o.c. spacing of (Inswing) (Outswing) as shown (kwMng) as shown (Outswin9) FL-15036. 10 c wood screws to prevent the splitting of wood. suss j a 10 0 SEE DETAIL I" J IYP. HEAD d JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F IYP. Slll SEE DETAIL r 1 1 I I I I I I I ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIiE • EMBFDMEM TOMASONRY TOADJACENT EDGE ANCHOR ITN • 1 4" T 4' TArcoN INy TArCON• 3/ T6' 1.1/1' 3' I 3 1 SEE NOTE 1 3A-ii-- 0.06 t c4 4 0 1- 4—wx 1 - GAL OETA1l NOTE: 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP ANO THE BOTTOM. W = o_-o ; N — 2 V TE 02 24 12 = AI[• N.T.S. i JK m a of. LFS ; AY.E WO -- FL- 15036. 10 c w -L of 10 0" BILL OF MATERIALS ITEM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 21 KWIKSET DEADBOLT - SIGNATURE SERIES 780) STEEL B 2X BUCK SG >= 0.55 WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE C MAX. 1 /4" SHIM SPACE WOOD 23 PLASTIC UP LITE FRAME ($MCI PVC D 1/4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 24 1/4' INIERCEPT SPACER STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE SILICONE CAULK SILICONE2L 26 PLASTIC LIP LITE FRAME PVC PVC F 1/4" X 1-31f ITV CONCRETE SCREW STEEL 27 1 LATCH STRIKE PLATE STEEL G 3/16" X 3.1/4" PFH ITW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL 1 1 /4" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL J 1 /4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD L R8 X 2-1 /T PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M 8 X T PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N 1 /4" X 2-3/4' PFH FTW CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM, 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 ASTRAGAL STRIKE PLATE STEEL 41 DOOR SKIN; .12s MIN. THK, FIBERGLASS BY THERMA-TRUWITHYIELDSTRENGTHFy (MIN.) = 6.000 PSI FIBERGLASS 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 TOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 8 TONG REACH COMPRESSION WEATHER-STRIP FOAM 44 HINGE STILE WOOD 9 4" X 4" HINGE .09T THK. TE L 45 BOTTOM RAIL COMP. 10 R 10 X 3/4" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE 11 3/87 X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELFTE PANEL DETAILS SHEET FOR DETAILS 12 R 10 X 1-3/4" PFH WOOD SCREW STEEL 51 SIDEUTE TOP & BOTTOM RAIL COMP, 13 R l0 X 1-1 /T PANHEAD SMS STEEL 52 SIDELITE STILE WOOD 14 1" L. X .0a DIA. BRAD TRIM NAIL STEEL 60 1/2" SURFACE BOLT SPACER STEEL 15 INSWING SIDELRE SPACER PVC 61 IVES SURFACE BOLT R454 B.Or L. X .25" THK. STEEL STEEL 16 OUTSWING SIDELRE SPACER PVC 62 1/4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 N6.X 1.3/4" PFH SCREW18D STEEL 64 a 10 X 2.1/T PFH SCREW STEEL 19 ERHEAJAMB PINE SG >= 0.42 WOOD 65 3/16" X 2.1 /4" PFH ITW CONCRETE SCREW STEEL 20 1 SIDE JAMB PINE SG >= 0.42 WOOD 66 3/16" X 2-3hC PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3.31C PFH ITW CONCRETE SCREW STEEL t, II I 2. W --I_T SS19 20 HEAD 9 SIDE Jain° r 2s94.56" 1.68' --I 2. 36" L0. 53 -4 I-- S9 HIGH WATER DAM THRESHOLD T amff UP WE FRAME 4 26 off UP LITE FRAME IvC 1 ' T4 RUM/ fACE INRESNOID LOW /ROFIIE SI5. 7s I In SS SEIf NG SA 1HREH 41 Im• or: JK I FL- 15036.10 u, M or M 1 , 6, 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge i Stats B Facts dbpr aUSER:Product Pu Approval USER: Puhlic User Product Approval Menu > Product or Application Search > Application Ust > Application Detail FL # FL15332-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https:/Avww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 113 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 Summary of Products -- - - - - - - - FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S332 R4 It 08-OOSOOE.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 PRESSURE FLIS332 R4 AE S10807D.odf t b e n it a 15332.2; SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x8O" NON - REINFORCED Limits of Use: Installation instructions Approved for use in HVHZ: No FLIS332 R4 11 08-00498E.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 PRESSURE, FLIS332 R4 AE S1080SO.odf RATINGS Created by Independent Third Party: Yes REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.4; I SERIES 420 ALUMINUM SGO, REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN_ PRESSURE, RATINGS) REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE Installation Instructions FL1S332 R4 If OS-02248C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 512968C.odf SERIES 420 ALUMINUM SGO REINFORCED OX, XO, XX 96"06"; Installation Instructions FL1S332 R4 It 08-02249C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512969C.odf Created by Independent Third Party: Yes, Installation Instructions FL1S332 R4 If 08-02250C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL1S332 R4 AE 512970C.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL1S332 R4 11 08-00499E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS312 R4 AE S10806O.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FLIS332 R4 It 08-00501E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 510808D.odf 15332.8 I SERIES 430/440 ALUMINUM SGD I SERIES 43INFORC/440 ALUMINUM SGD XXX 143"x80" NON - Limits of Use I Installation Instructions 1/5/2018 1S332.9 SERIES 430/440 REINFORCED, SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions' Approved for use in HVH2: No FLIS332 R4 II 08-0003E.odf. Appr"o ved fob use outside HVH2: Yes Verified By: Luis Roberto Lorriasy62514 Impact Resistant: No Created by Independent Third Party: Yes D ergn,PAressure: N/A Evaluation Reports Oth: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLiS332, it4 AE S10810O.odf RATINGS Created by Independent Tiiird Party: Yes - The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. *Pursuant Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email addo 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 wk- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 4SS, F.S., please dick berg_. Product Approval Accepts: M E, Credit Card Safe https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQYADgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY Of THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS'NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM, 6063-75. 6. UNITS MUST BE GLAZED PER ALSTM E1300-04/09. WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM ISREQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE /10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL. BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER), 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-TV .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, xIP, PAX. TABLE OF CONTENTS MEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS I C I 06CM/1Cw I an 1 APMAWM 1 A I ADDED CHARTS 03/05/12 1 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALIATKRN DETAILS 07/30/15 R.L E REVISED INSTALLATION -OETAILS 06/20/17 RL SIGNED: 06a012017 MI WINDOWS AND DOORS LLC a11111IIUA, 650 GWESTRATZ MARKET STREET J?•;GEHs s Td SERIES 420 SGO 96'' X 80' NON-REINfORCEO; NOTES Of •Ly2 N4t:•1QR10*• 0- ssAON GUM owe Ia. AEv 08 98 E IIL?G`\` Luis R. Lomas P.E. FL No.: 62514 SCAM NTS ° 02/23/09 attT OF 10 LRmRr1OLOA0.4P.E 4="OOOFORO ROLEWON&LE JVC270D 43+486dsos I FI HI 8' MAX Tiff MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIRED 17' I MAX I 6' MAX 1T MAX- 1 O.C. 0' I O X LAX ACE 6' MAX ICHT SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 340.OPSF NaHs SEECHARTS ai AND 02 FOR OTHER UNITS RATINGS NOTES. 1. MAXIAIUMPANEL SIZE: 48 firs 79• 2 MAXIMUM D.L.O.: 44 &V z 74 S0r HARDWARE SCHEDULE HANDLE SET (PART 99"4445) LOCATED 38 3W ON CENTER FROMPANEL EMROLLERS (PART SW17.195) AT EACH END OF PANEL BOTTOM RALS 6' MAX ADDED GIARTS REVISED PER NEW TESIING ADDED FLANGE AND FIN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLMN DETAILS CHARTst WHERE WATER INFILTRATION RESISTANCE LS REOUIRED. SEE NOTE 9 SHEET. l Design pressure chart (psi) Frond Shleb P4nal and TaW Froma WIdd1(b) ADM 20.0 36.0 420 48.0 60.00 7240 Do Moo Pas Nag Pos Nog Pas Nag Pos Noe 80.0 40.0 55.1 40.0 482 40.0 434 40.1 40.0 CHARra2 wHERE wATER IAIFRTRA7XTN RESISTANCE 1S NOTREOUtREO. SEE NOTE 9 SHEET 1 Design pressure chaR (pse Fromm Si1eb P811o) awm Total From* Wldlh (N) Flight 30.0 36.0 420 4d0 in)60.00 7200 e400 moo Poa Noe Pos Nap Poa Ithei Pas I NagSao5511W.1 Idal 4U 43.4 1 43.4 1 40.0 1 40.0 CHART ACT Numbw orancharTzRonsro0ulrod Frame Shgb Porlel and TOM Fromm Width (in) hi 3d0 36.0 42.0 1 ado 60.0 T20 I a4.0 I Rao HAS I Jamb I XAS I Jamb INAS Jamb HAS I Jamb 80.0 a 1 5 1 5 1 5 8 5 8 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 80' NON —REINFORCED ELEVATION QRaft ore NO. F.A. 08-00498 u41i NTS we 02/23/09 19W2 OF 10 L ROWATO LOMAS P.E. 14ww 00FORDROLaw,svaLN Ncs:CA 474aaa•aems eemNrti4Nan.4A..mm DATE AFadAb 03/05/12 R.L 10/22/13 R.L. 12/06/13 R.L. 07/30/15 R.L. 06/20/17 ILL SIGNED: 06)20/2017 CENS:'Ff4 trr• 0 6 •x_ ATE OF ; ? o• eFS' OR10't iAAASIONA ll``` LU12 R. Lomas P.E. FL No.: 62514 96' MAX FRAME MOTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART r4 FOR NUMBER OF LOCATIONS REOUIREO W r 6' MAX MAX O.C. I 6' MAX 17' MAX O.C. MAX FRAME HEIGHT 6' MAX SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGNPRESSURERATWIMPACT GRATWG SEE CHART 84 FOR NUMBER OF 140. 0PSF NONE LOCATIONS REQUIRED e' MAX SEE CHARTS or AND A2 SHEET 2 FOR OTHER WIS RATINGS NOTES: I. MAXIMUM PANEL SaE: 4d 1/t x 79• 2 MAXIMUM D LO.: 44 5V x 74 5/H' TANDEM LOCATED 39 39• ON CE AT EACH ENO OF PANEL cWAar" N af4a d4neffof foea4marprlrnd Fta m i4M am Taal Uu UINIh (nt sao sao na 40 0 M ono H63 1 Jame rso1 I NUS I J..h a I HAS I JxmO I oco I NGS 1.m0 4ao s s s a s a s aAs* ws bc6cFzr0lon DATE' APPWJM ADDED CNARIS 03/05/12 RL REVISED PER NEW TESTM 10/29/13 ILL ADDED FLANCE AND FIN INSIALLATONS 12/06/13 ILL ROASED INSTALLATION OETAILS 07/30/15 R.L. REVISED WMALLATION WAILS 06/20/17 ILL f SIGNED: 0&20/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET MPK170GREET LLLLII1I///,, J\ S GEn/s4,'9s' F• 2 ir- Ora 61 >f _ SERIES420SGO96" X ao*NON—REINFORCED FIN FIN ELEVATION S? , TAT OF IIy cIORIO*• ?: Druma "° ftLV F. A. 08—OOa98 E ONAI E G`Y h//1111111E wxNTSo'R SHW3 02/23/09 OF 10 Luis R. Lomas P.F,, 14VWOOOFORDRDvtt ncmM 4314/ Jo9 AwAup"wavo•mn, FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8• MIN. OR 2X BUCK EmSTENT BY OTHERS 1 MAX. SHIM i10 WOOD SPACE SCREW EXTERIOR 11 11 II II INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: C INTERIOA AND EATERICA FINISHES BY OTHERS NOT SHOWN FOR CLARRY. L PERtMETERAND JOINT SEALANTBY O7HER3 TO BE DESIGNED IN ACCORDANCE WITH ASTM E2t t2 1 3/8' MIN. EMBEDMENT T- 1/ 2' MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT MIN. STANCE AcAgahs OMCFAnm GATE AP%PVWAD HOED CKARTS 03/05/12 ILL REVISED PER NEW TESTING 10/29/13 ILL ADDED FLANGE AND nN INSTILLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION OETAILS I OG/20/17 I R.L i/ 4' MAX. r SHIM SPACE 9 INTERIOR I— EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATOV SIGNED: 0"0/2017 MI WINDOWS ILC WEST MARKET STREET 650GRATZ. PA 17030 It.. LOW, v pENs',p 5O SERIES 420 SGD X 80' NON -REINFORCED 4TA INSTALLATIONDETAILSFFRAME 4' SO . . 4 F•:ClOR10• : 0NA` L 1Cs\ Luis R. Lomas P.E. fnAa o oe ra 08- 498 ALV E salr a,a NTS02/23/09 4 Of 10 L R09EaTO LGMA,S P.E. laOw0000109 a ndooVtlJ.ENt2w 4T•d/60d09 r<bmnp wna+pr.mm FL No.: 62S14 METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 61 1/4' MAX. 14 e r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR It 11 11 11 INTERIOR ILL TO BE SET IN k BED OF APPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JONT SEALANTBY OTHERS TO BE DESIGNED IN ACCORDANCE HOTH ASTAI EN 12 r 1/2- Mil EDGE OIST/ I 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE ocseavraN DAN ANROVm ADOEO CHARTS 03/05/12 R.L. REVISCO PER NEW TESTING 10/29/13 RA. AOOEO FLANGE AND FW INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION OCTALS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTUREWSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 26' X 80' NON —REINFORCED FRAME INSTALLATION DETAILS DRAMI! owe No. F.A. 08-00498 SC • NTS — 02/23/09 ISHW5 OF 10 L. AOSLgM LOWAS P.E. 14M WOOORMD RO LEWLSWLLE. AC 2:OD gr61i0ee9 rIDonuapYM gw.tom SIGNED. 0620/2017 011 11 I ItIO,'','' GENs.'F i 0 5 *=_ P TATE OF • a- wZ ONA 1 G``` Luis R. Lomas P.E. FL No.: 62514 1 1/2- MIN I' MIN. WASKM T vltoN DATE -ftwwo SEPARATION EDGE DISTANCE A ADOEO CHARTS 03/05/12 R.4 a B 7EV15E0 PER NEw TESTWG 10/22/13 R.L. C ADDED FiAHCE AND FIN INSTALLATKWS 12/06/13 R,L a "• 1 1/4' MIN. i • • EMBEDMENT D REVISED WSILAT10N DETA6S OT 30 15 R.L.R. CONCRETE/ a: INEMBEOM11/4EENT E REVISED WSTALLATION OETALS 06/20/17 1 RLMASONRY BY OTHERS I/4 MAX. r SHIM SPACE OPTIONAL 1Tf BUCK 1/4' MAX. TO BE PROPERLY I- e ' I SHIM SPACE SECURED 7 MIN. EDGE INTERIOR SEE NOTE 3 DISTANCE SHEET 1 d 3/16- TAPCON I 3. MIN EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16- TAPCON 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONALCONCRETEE IX BUCK JAMS INSTALLA77ON DETAIL BY OTHERS TO BE PROPERLY CONCRETSUASONRY WSTALLA T)ON SECURED SEE NOTE 3 SHEET 1 a. 1 1/4' MIN. NOTES. a•• _ EMBEDMENTa 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOTSHOWNFORCLARITY. 2 PERIMETER AND JOWr SEALANT BY OTHERS TO BE DESIGNED INACCOADANCE WITH AST1r E2112 SIGNED: 0&20l2017 2 7/8- MIN I- MIN. SEPARATION EDGE DISTANCE MI WINDOWS AND DOORS LLC 650 WEST j111If111 R• Lpi VERTICAL CROSS SECTION MARKET STREET GRATZ. PA 17030 5 9s i CONCRETE& ASONRYINSTALLATTON SERIES 420 SGD tk• 0 X 80' NON -REINFORCED ovtka_— D FRAMEFRAMEINSTALLATIONDETAILSTATE pOFctt, 4 olusw: a+Ie uu 08-OOOA98 tta %O' n• coao:• E "/"j, S/pNALIEaG` sFeAau DATENTS02/23/09 19MG OF 10 L t• t3T ROBED ALEMSV L& A0R0 E•2J0t LYl! R. Larrtas P.E. sNC 615" Swft FLNo.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT I SHIM SPACE 10 WOOD SCREW EXTERIOR 11 11 11 11 INTERIOR IE SET IN APPROVED SEALANT 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS MIN. AENT MIN. cw DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SNO WN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED NN ACCORDANCE WITH ASTAI E2112 1 3/8- MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4' MAX. SHIM SPACE MMMS oLscaproN DATE csaorm ADDED CHARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED 1NSTALIATION OETApS 06/20/17 R.L INTERIOR EXTERIOR . JAA48 INSTALLATION DETAIL WOOD FARMING OR 2X BUCK 1NS71AUATNONf SIGNED: 0&2M 17 MI WINDOWS AND DOORS LLC 0%IIIIIIII/, 650 MARKET GREET RE M O4-E zzGRAT2.MP J S SERIES 420 SGID 26" X 80' NON —REINFORCED FLANGE INSTALLATION DETAINS UE OF ki: cF'' clOR10T:• ': CRwmvAe17fav08- 0049 E 1/pjs%11NA1.1%aG scua °A" `78 NTS02/23/02 OF 10 Luis R. Lomas P.E. FL No.: 62514 MVLRDOEATOLOMASP. E IAM000FOA0ADLEWSVHJA. AC?7021 as4saae , oulAl"cm 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR i DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR AMAX. SHIM SPACE 010 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN A BED OF APPROVEO SEALANT J. 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. LNTERIOR AND EXTERIOR FTNSHM BYOTHERS Nor SNOWN FOR CLARITN 2 PERIMETER AND JOWTSEALANT DY OTHERS TO aE DESIGNED INACCORDANGE WTTHASTM E2112 L 1/ 2' MIN. EDGE DISTANC 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS FwwSlaft oaelePlgrl arc APPROO b AWED C11ARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 FILL ADOEO FLANGE ANO FIN W3TALLATIONS 12/08/13 R.L. REVISED INSTALLATION OETAILS 07/30/15 R.L. RE ISM WSTALLATION OETAILS 06/20/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96" X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS oRm t ore no. F. A. 08-00498 NTS 02/23/09 1-8 OF 10 L RDBERTO LOINS P.E. 942 WOOOFORD RO LEWISVILLE NC 2Aa 4 mm SIGNED: 0&20/2017 GEN` 4 7' y P ToOOF -& 11111111111"- Lula R. Lomo3 P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE 77 F 4'MIN. EDMENT 1 /4' MAX, r SHIM SPACE 3/16- TAPCON EXTERIOR LL11 U_U INTERIOR 1 1/4' MIN. EMBEDMENT 1• i MIN. EDGE DISTANCE 3' MIN SEPARATION rxwlsom OtsmpnoN o.TE APPI0141D ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. HOED RANGE AND AN INSTALLATIONS 12/06/13 ILL REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4' MAX. I SHIM SPACE INTERIOR 3/16' TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETFAUASONRYINSTALLATXON a. 1 1/4' MIN. EMBEDMENT 4: e; 2 7/8' MIN 1' MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEA"SONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SOD 96' X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS olurlc awe Na F.A. 08-00498 NTS I °"x 02/23/09 ISHW9 OF 10 L ROOERTO LOM" P.E. 432 WOWFOAO RD LEW/SRLLE AC 27aM ysCI6a609 NbnfsRDk r rim..aom SIGNED: 0612012017 r .GEMS.'9Siii TAOF ; t 2 4r - i FiS ORIO Luis R. Lomas P.E. FL No.: 62514 WOOD 1 4 MAX By OTHERS SHIM SPACE Is WOOD SCREW INTERIOR 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FINEXTERIOR 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FMIwNOOR2XBUC.KWSTALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIMBEHINDFIN1/4" MIN. IS WOOD EMBEDMENT WOOD FRAMING SCREW BY OTHERS INTERIOR L— 1/4' MAX, HOOK STRIP 7/16" MIN, EDGE DISTANCE EXTERIOR RLVI90MS aMsaaPMlor att NWROKD ADDED CHARTS 03/05/12 R.L REIASTA PER NEW TESTING 10/29/13 R.L. ADDED nAmcc AND FlN INSTALLATIOILS 12/06/13 R.L. RIDASEO INSTALLATION DETAILS 07/30/15 R.L. REM O INSTALLATION DETAILS 06/20/17 RL 1 5/8' MIN. EOGE 01ST. TRIM 1 1/4' MIN, INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1/2' MIN. EDGE DISTANCE I BUCK BY OTHERS. HOOK STRIP IX BUCK TO BE . PROPERLY SECURED 3/16' TAPCON EXTERIOR PANEL INTERLOCK XIM HOOK STRIP INSTALLATION MASONRYJCONCR97E SHIM SPACE - 010 SELF DRILLING INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR StLL INSTALLATION SEE SHEETS 4A. NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLAA?1' 2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUC7URE 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT SCREWWOOD EXTERIOR PANELRLOCK HOOK STRIP INSTALLATION 2X SUCKANOOO FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80- NON -REINFORCED FIN AND HOOK INSTALLATION DETAILS DRAM ore Nn F.A. 08-00428 srilF NTS opt[ 02/23/09 srrtr 10 OF 10 L a0aERTOL0wAS P.E. 14M »000FORDRDLEWISVRLE. NC _'70L:11 436ee14" mmomemn SIGNED: 0612012017 t Ltlrifo G E N BE•9d+ Q• TATE OF ; F' OR1at:• ONA 11E? C\ Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HERON IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING COOS 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATWC OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD OURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUOED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE Of I/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVE RHANC HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYONO STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048- THICK MINIMUM15. APPROVED CONFIGURATIONS: OX. XO. XX. XP. PX. XIP. PO( TABLE OF CONTENTS DESCRIPTION I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATIO ALVL9pN5 oaaavinN OL1t: .raiom ADDEO FLANGE AND FIN WSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAINS 08/03/15 R.L. REVISED INSTALLATION OETAILS 06/21/17 R.L. SIGNED. 0"1/2017 MI WINDOWS AND ODORS LLC AlI 650 WEST MARKET STREET CRATZ, Pa 17030 x0 RlIt5 0//* v .`gip E! Ir• O 6 xLSERIES420SGDREINFORCEDWITHOUTADAPTER 96" X 96" NOTES E Of ; , i0tc"OR10'• atAww: t1nG w. AV.LEvGB-02249w C jf`SlON AI EaG`` AAAlI111110settatcNTS10/30/13 s'l OF 10 l lulR. Lomas P.E. LAOAFRTOLONASP.E I M OOOAt0AOR0LEVASvwANCn= 4"485dw NOmaso"waa wo NO.: 6251a 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX j- 17' MAX O.C. 6- MAX 6' MAX 17' MAX O.C. 26' I - MAX FRAME HEIGHT SERIES 420 SGD REINFORCED WITHOUT ADAPTER OCTERIOR WEW DESIGN PRESSURE RA TING IMPACT RATING 135.OPSF NONE SEE CHARTS •I AND 92 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE 49 I/r x 9S 2. M"IMUMO.L0.:44"'x go Sol HANDLE SET 044-146)AT38 314.ON CENTER F EM ROLLERS (99.17-199) AT EACH ENO OF P/N4EL RONFORCEI.ENT(66e1ATALLP/WEL WTERL- cHARr•I WHERE WATER INFIL IRA TION RESISTANCE IS AEOUIRED. ec unx- Dodge press/le, Chart (Oslo Fortq 3r" P.91tl aea Total Farm WIM (h) H 1 30.0 1 Xo 1 420 4a0 60.00 7Lao e400 sa00 Pos Nap Poa A4ap Pas I Np Pos N e4.0 40.0 5eA 40.0 509 1 400 43.7 40.0 420 ado 40.0 2 40.0 4&0 Z o 4i0 30A 39A 920 40.0 1 524 45A 40.0 1 40.6 37.1 3 .1 9d0 40A 1 49.6 1 40.0 1 43.1 311.4 1 3a4 35.0 35A CHART 02 WHERE WATER INFaIRA T)ON RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Dasfgn PM=m that (pan Farm 9P4Otl &W Toth Aim WdM (11) moon 2a0 sa0 420 4d0 eaoo 7200 e100 06.00 Pos Nag Pos Nap Pas Nap Pas Map 00 66A5d4WOW45.7 45.7 42A 420 dd0 552 552 46A 460 4i0 4i0 3 A 994 a20 524 4a4 45A 40.0 40.8 7.t 37.1 g0 A 49.8 1 43.1 1 43.1 36.1 3e4 25.0 3a0 CMARree Number of enehoi /eatlonsipollod Rai 5agi0 P4ne1 an0 TOW Fame VAaIA fall Hogs 310 3a0 4" 4d0 60.0 720 84A 9a0 H&S Jamb l/t5 I Jamb NtS Jamb NtS Amb el0 4 6 5 8 6 6 6 8 ed0 4 B 5 8 6 8 fi 6 920 4 e 5 6 0 8 e 6 a, 4 9 8 6 6 8 8 8 ADDED FLANGE AND FIN INSULIATON REVISED INSTALLATION OEINtS REVISED INSTALLATION DETAILS MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION V. L 1 08-02249 • I C' IV'" NTS - 10/30/13' IiOL'2 OF 10 1 P.E. OAR /PPROOM 12/10/ 13 P-L OB/03/ 15 R.L. 06/21/ 17 RL SIGNED: 0& 21/2017 S R.. LOW,I I ,' NA"a``\. Luis R. Lomas P.E. FL No.: 62514 6' MAX 6' MAX 17' MAX O.C. 96' I — MAX FRAME HEIGHT 6' MAX 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED t7 MAX _ O.C. 6' L" SERIES 420 SGD REINFORCED WITHOUT ADAPTER` AT) SILLCHoas PER LOCATION EXTERM VIEW SEE CHART d4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RA TM "ACTRATIHG REQUIRED W.OPSF NONE SEECHARTS ai AND 82 SHEET 2 FOR OTHER UNITS RATINGS HANDLE SET (994M-145) AT 98 30C ON CENTER FRO EM ROLLER$ (22-17-105) AT EACH END OF PANEL 9C REINFORCEMENT (11M) AT ALL PANEL INTERLOCKS Mlswis 11ty acsclePlaN WE APPRM A ADDED FIANCE AND FIN INSTALLATION 12/10/13 A.L. 11 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALIATKIN OETNLS 06/21/17 R.L. HOLES., 1. MAXIMUM PANEL SI2E: 48 fir a 05' 2. MAXIMUM D.LO.: 44 S0'a 90 SW cHARrat Hu~o/an[Aw IoeaNansfeafled Augln Skiwo Panol old Tarol Lk* VV100111n) MOM 216 360 410 1 4" In) 60.0 72.0 a 06A H8S I Jame I H&S IJamb M&S Jamb MSS Jamb 84.0 4 6 5 8 8• a a 6 08.0 4 8 5 6 6 a a 6' 02A 4 8 5 8 6 6 6 6 OOA 4 6 5 8 8 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96'X96' FIN ELEVATION aauar 11eIG No a V,L 08-02249 v+c NTS o`er 10/30/13 —3 OF 10 L $1,009 OIO S P.E 1492 NOOOiORD RO LEYNSVILLE. NC "M 4i66faOBPJ aLwroAtMAanao.mm SIGNED: 06121/2017 I. itc'OR101' ONA i(E G` Lu12 R. Lomas P.E. FL No.: 62514 1/2- MIN. rum FEDGE DISTANCE Aa CESCOR N t1ATE .vvaam A ADOEO FLmcE AND nN 1NSTAuAmN 12/10/13 R.L 1 3/8" MIN. B RLYISED NVAUJITION OCrALS 811/03/15 R,L WOOD FRAMING OR 2X BUCK EMBEDMENT C REVISED INSTALLATION OETALLS 06/2t/t) R.L. BY OTHERS 1/4 MAX. SHIM 110 WOOD SCREWEMBEDMENT SPACE . 1 3/8- MIN. /4' MAX. SHIM SPACEIFL1INTERIOR 1/2' MIN. EDGE DISTANCE EXTEAIOR INTERIOR I'I—II 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTEROR FINISHES, BY OTHERS• NOT SHOWN FOR CLARITY• Z PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNEDW ACCORDANCE 1MM ASTAI E21 I? SILL TO BE SET W A BED OF APPROVED SEALANT MIN. ENT IIN. Qwur LpQUNCE 110 wo00 --- EXTE w000 FRAMING OR 2X BUCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMMOR27fBUCK INSTALLATION SIGNED: OW 112017 MI WINDOWS AND DOORS LLC 0%%I1111I,I,, 650 WEST MARKET STREET GRATZ. PA 17030 J 5 R•, L0 4 -- GENS' p F, SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• 99 FRAME INSTALLATION DETAILS TAT Of14 V = ORAtgq QAC tl0. ac'//S,S` 0 D L• M Y.L. XIAZ 08-02249 G\` I11INA`lui\\\` NTS 10/ 30/13 —4 OF 10 LAOSERTOLOAKSP.E. 1432 NgODAM AD NC2702t Luis R. Lomas P.@. 45,4e04110 tommseswum,, m 1 FL No.: 62514 METAL STRUCTURE BY OTHERS 1 /2' MIN. j EDGE I— DISTANCE I MAt(. O I9 r SHIM SPACE 010 SMS OR SELF DRILLING SCREW EXTERIOR II II ' II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLA 77ON NOTES. 1. INTERIOR AND EXTERIOR FINISHES. SYOTNERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED W ACCORDANCE WITH ASTM E2112 r 1/2' MI EDGE DIST) I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS ft%ldxbd Kv ascowu l oL1c Nxao+ro A ADDED FLANGE AND FIN WSTALLATION 12/10/t3 R.L. B REASEO INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL S7RUCWRE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96- IT 96, FRAME INSTALLATION DETAILS kW* arc Ito. A V.L 1 08-02249 se+tc NTS jOkm 10/30/13 —5 OF 10 L A00ER1a LOU" P.E. 1422W000A RDR0LEWLSVALE.NG27= 43A4804 O Aemad9&h6, — SIGNED. 0612112017 5•,, G TAT E OF iIOFs'ORIO: 0NA `;E\\ Luls R. Lomas P.E. FL No.: 62514 1 1/2" MIN 1" MIN, I-. SEPARATION EDGE DISTANCE av 0 Off iPPROrED A ADDED FLANGE AND FIN OKGLLAMON 12/10/13 FILL B REVISED INSTALLA110N OETALS 00/03/13 R.L• C REVISED INSTALLAnON DETAILS 06/21/1 T IA.L a 1 1/4" MIN. EMBEDMENT 1 1/4" MIN, CONCRETE/ a••' EMBEDMENT MASONRY BY OTHERS 1/4" MAX. OPTIONAL SHIM SPACE 1X BUCK TO BE 1/4" MAX. 1" rSHIM SPACE PROPERLY MIN. . I INTERIOR SECURED EDGE DISTANCE SEE NOTE 3 SHEET 1 3/16" TAPCON 3 MIN 1 QSEPARATION EXTERIOR INTERIOR SILL TO BE SET IN A BED OF a APPROVED SEALANT 3/16" TAPCON EXTERIOR 3/16" TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ I OPTIONAL 1 X BUCK GONCRETEAfASONRY INSTALLATOY CONCRETE TO BE PROPERLY BY OTHERSA SSHECUREDESEENOTE3 a' .\ A. * . - i NOTES: 6 1 1/4" MIN. I, INTERIOR AND EXTERIOR PNISHES,BYOTHERS. EMBEDMENT NOT SHoww FOR CLARnr. a 2.PER1NErERAND JOINT SEALANT BYOTHERS TOBE a• DESIGNED INACCOROANCEMTNASTME2t12 SIGNED: 06/21/2017 L MI DOORS tIR.. 2 7/8" MIN 1' MIN. SEPARATION EDGE DISTANCE 650DWESS MARKET \\`\ to 3 GRATT, PA17030vVERTICALCROSS SECTION SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER *• a 6 CONCRETWAdASONRYINSTALLLTION 96, X 96, - = FRAME INSTALLATION DETAILS p"• TAT OF mu m: awe "° W ' L0R10" • i/SjsI01 V. l08-02249 C E G` sc HTSOA'E 10/30/13 T6 OF 10 //lllllttt\\ LROEMRTOLOMASPF. LYIt R. Lomas P.E. 14V VAXX)RDRORO LEWfSVILtE NC D A364M.Wog dwuaekftam.— FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4' MAX SHIM SPACE p 10 WOOD SCREWS INTERIOR TO BE SET IN D OF OVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X SUCH BY OTHERS MIN. WENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCX INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES. BYOTNERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS to BE DESIGNED IN ACCORDANCE WITH ASTA4 E2112 mows sa oEsaevinw WE AMWYM A ADDED nANCE AND TN INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/16 R.L. c RensED INSGLLATION DETAILS 06/21/17 R.L 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1/2' MIN. INTERIOR EDGE DISTANCE rc EXTERIOR WOOD FRAMING,7-- lAr— JAMS INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR2XBUCKINSTALLATION BY OTHERS SIGNED: M21/2017 M' 850DWESS MARCKET STORSREETLLC GRATZ. PA 17030 51 t11tCO''/'' pEN, - -ir SERIES 420 SGO REINFORCED WITHOUT ADAPTER D $ ft 96' X FLANGE INSTALLATION DETAILSDFAMp • TAT OF V.L ore wa 08-02249 IaH C F•'clpR10T; • ''` i SS ' • 1G srxt NTS D"'s 10/30/13 9W7 OF 10 1,MA11E,,\x I I43t WOOO/i7gp RAOBERDDOLCAIALEWSVIEEE ujANC21'OtJ Lu12 R. LOmos P.E. 064"4 dw%u**bml&wmm FL NO.: 62514 1/2• MIN. EDGE j— DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXFERIOR 1/2• MIN. EOCE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOwN FOR cLAR", 2, PERMIETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE 1MTH ASTM E2.112 1 /4• MAX. SHIM SPACE 10 SMS OR SELF ORILUNG SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 1/2' MIN. EDGE OISTANI 1 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS so GSE AMROAy A AOOED FIANCE AND nN INSTALLATION 12/10/13 ILL 6 REVISED INSGIIATXIN DETAILS-/03/15 RA- C REVISED INSTALIATION OETARS Oti/21/t7 R.L JAMB INSTALLATfON DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96' FLANGE INSTALLATION DETAILS NM 07!G lAl R L. 08-02249 NTS o"TE 10/30/13 s"M8 OF 10 L R08ERTOLDMA,9P.E. 1432 tWaOFORD AD LEMSVRI.E NC 27= SIGNED: 06212017 GENS 9'P et ORIO:• Luis R. Lomas P.E. FL No.: 62514 1 112' MIN. l' MIN, KVQONS SEPARATION EOGE 11151MICE lecv OAM A A ADDED FIANCE AND FW INSTAL ATKIN 12/10/13 R.L. B REVISEO WSTALLATION OETAOS OB/03/15 A.L. 1 1 4' MIN. C REvISED WS AU.ATION OETNLS 06/21/17 R.L CONCRETE/ EMBEDMENT 1 1/4' MIN. MASONRY BY OTHERS 1/4' MAX. EMBEDMENT SHIM SPACEOPTIONAL 1X BUCK TO BE 1/4' MAX. PROPERLY 1 • II— SHIM SPACE SECURED SEE NOTE 3 MIN. I INTERIOR SHEET 1 EOGE DISTANCE 3/16' TAPCON FEI EXTERIOR INTERIOR 3' MIN. SEPARATION SILL TO BE SET IN 3/16' TAPCON A BED OF APPROVED SEALANT 3/16' TAPCON EXTERIOR tHOPTIONALCONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETE CONCRETE Al CONCRE rE&msONRY wSTALLAT0v BY OTHERS 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 e • - NOTES: 1 1 /4' MIN. I. INTERIOR AND EXTERIOR RNISNES, BYOflIERS, EMBEDMENT NOT SNOWN FOR CLARITY. 2.PERIMETERAND JOINTSEALANTSYOTHERSTOBE e' DESIGNEDINACCORDANCEMTNASnwE211a SIGNED. 0&21/2017 2 7/8' MIN. 1' MIN. MI WINDOWS AND DOORS LLC 11tt1ilrlll SEPARATIONEDGE015TANCE650WESTMARKETSTREET 9 a.• LOii 4rVERTICALCROSSSECTIONC; uAEyE/MASaNRYwSTALLA7ICW GRATZ. PA 17030 J•' ElV i Gi. ,1P SERIES 420 SGO REINFORCED WITHOUT AOAPTER ,wt• o It= FLANGE INSTALLATION DETAILS p TAT 4` yewie V. L owe • 08- 02249 C ii t1`SSG axI0tiA sc«t NTS um 10/30/13 9 Of 10 IAV* COOFOR RLEw VILLE NCVXO Luis R. LORIos P.E. aw N rnnBLmnugo.mm FL No.: 62SIA WOOD FRAMING BY OTHERS 1 1/4' MIN. EMBEDMENT I APPROVED SEALANT BEHIND FIN is WOOD SCREW APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16' MIN EDGE DISTANCE EXTERIOR 1/4' MAX 1 r SHIM SPACE 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK INSTALLATION WOOD FRAMING BY OTHERS INTERIOR TRIM Itty ocvml110N DATE ppem A ADDEO FLANGE AND FW INSTALLATION 12/10/13 R.L B ReASED INSTALLATION DETAILS 03/03/15 R.L C ReASED INSTALLATION DETAILS 06/21/17 R.L. 1 5/8' MIN. EDGE OIST. TRIM a INTERIOR 1 1/4' MIN. EMBEDMENT MASONRY/CONCRETE r BY OTHERS 1X BUCK BY OTHERS. HOOK STRIP IX BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONRYXONCRETE 1/2' MIN. METAL STRUCTURE EDGE ByDISTANCEOTHERSEDGEDISTANCE TRIM 1/4 MAX. 1 3/8" MIN. INTERIOR F SHIM SPACE EMBEDMENT INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2K BLACK INSTALLATION FOR SILL MI AL LAIIOV SEE SHEETS 4.9. HOOK STRIP HOOK STRIP #10 SELF DRILLING SCREW SCREWWOODPANEL EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2KBUCKAV000FRAMINd SIGNED: 0612112017 MI WINDOWS AND DOORS LLC Ifill// 650 GWE TZ.MA KET STREET i. J\? R • 04,;dt SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96'NAILFIN Qt HOOK IMSTALLATION DETAILS p TAT NOTES: 1. INTERIOR AND EXTERIOR FINISHES. NOTSHOWFORCLARrTY. p . CQ; • l': iss/ ONAL DRAW D8— D2249 C 2PER/ METERANDJONTSEALANTBYOTHERSTOBE E G Irlllll111 NTS10/30/13 `''T10 OF 10 DESIGNEDINACCORDANCEW77NASTMF21f2tRoaERrLEWSVt41t NOOOfORDRDLEN75Y6LE. LE NC27027 Luls R. Lomas P.E. 0648114W9 4" Aidwiffluvr.mm FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIOA BULLRING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONS1131LITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4.,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cde1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTII E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. S. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF Ga0.42 e. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-75 .048' THICK - MINIMUM 15. APPROVED CONFIGURATIONS: XIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS RLNStl16 OCSCWPIq" DATE I APPA04a A ADDED CHARTS 03/08/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L. C AOOED FLANGE WSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L SIGNED: 064"017 MI WINDOWS AND DOORS LLC okIIIIII111,4I 650 WESTGRATZ PAKE703STOREET 5'CEN. 4p oe, 49AP S a 6 *' SERIES 430 SGD 143' x 80' NON REINFORCED NOTES 1E OF F•'clpRLO• : ORAMb orc An. aLv 08-00302 E 1NIA111 G``` SSoxu,c 0'm s"MINTS02/23/09 OF 9 Luis R. Lomas P.E. FL No.: 6251A L AOfiERD LEVVISV A.E14323&d&b4DR0RDMasommus"alDbarasea,oao esemam®sd mrooA, 143' MAX FRAME WIDTH SERIES 430 XIX SGD EXTERIOR NEW DES4W ARESSURE RATING MIPACT RATING t40.0PSF NaaE SEE CHARTS rI AND s2 FOR OTHER UNITS RATMIGS NOTES: T. MAXIMUM PANEL SIZE: 49 1?•x 79• 2. MAXIMUM D.LQ: 44 3(4' x 74.S r MOUNTED HMOLE SET 0944-145) AT 38 Y4- FROM PANEL BOTTOM LLIC TANDEM ROLLERS (W17-1e5) AT EACH END OF PANEL BOTTOM RAILS REV omcrapMR GATE APn11010 A ADDEO CHARM 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISEO 0MALLATI0N DETALS 06/06/15 R.L. E REVISED eLSTALLATION DETAILS 06/22/17 R.L 6" MAX CHAATr1 WHERE WATER INFKTRATON RESISTANCE IS REOUIRED SEE NOTE 9 SHEET 1 Design pressure chaff (pso frame ShgW Panel and Tout Fume Wdlh (in) Ffthl in) 30.0 96.0 420 R.7 116.00 toeoo t26.00 t4t00 Pos Noy Pas Nog Pos Nay Pas 1Ny 80.0 40.0 54.9 40.0 1 48.0 1 40.0 1 432 1 40.0 1 40.0 CHAR rr2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOIARED SEE NOTE 9 SHEET I Design pressure than (psQ Frene 8hgb Panel and Total Frame VViM (M) tbkjhk 30.0 36.0 1 420 47.7 in) 90.00 f08.00 126.00 143.00 Pos Noy Pos Nog Pof I Nog I Pas I Nog 90.0 549 1 54.9 48.0 1 48.0 1 432 1 432 1 40.0 1 40.0 CHART r3 Number of anchor /ocoUons required Frans S41gb Panel and Total Franc Width (In) He. 30.0 980 1 420 47.7 90.0 108 0 1260 tt20 HAS Tlamb HAS lamp NAS lamb I HAS I Jamb 80.0 6 5 7 5 8 5 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80` NON REINFORCED ELEVATION F.A. 1 08-00502 NTS I Out 02/23/09 -2 Of 9 L ApeER7n LOMAS PE M22 WOODFORD 00 LEV4SV9 LE. MC 27= 424411111415011 diiintsebb"Upeom SIGNED: 0&22/2017 a 6 p T((AATT rE OF ev n A• • 4,: Fss DNA I G\?`; Luis R. Lomas P.E. FL No.: 62SIA 1/2- MIN. EDGE DISTANCEADDED atct xw MMtt At 40 CHARTS OS/O6/12 RL REVISED PER NEW TESTING f0/15/13 RLWOODFRAWNG 1 3/a' MIN. EMa MENT PA ADDEDFLANGE INSTAllAT10N4 12/06/tS RL OR 2X BUCK REVISED INSTALLATION OETNLS 08/05/15 R.LBYOTHERSREVISEDINSTALLATIONDETAILS06/22/17 R.L. IIAX. SHIM 10 WOOD SPACE SCREW 1 3/9• MIN. 1 4•MAX EMBEDMENT SHIM SPACE 1MIN, INTERIOR ( EDGE DISTANCE EXTERIOR INTERIOR I SET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X aUCK BY OTHERS 110 WOOD MIN. SCREW RENT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOW FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIM AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CL1R/TY. 2. PERIMETER AND JON?SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 EXTERIOR n --Nlim JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BLMKINSTALLATTON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FRAME INSTALLATION DETAILS Ixw. tc orc wa F. A. 08-00502 M" z NTS °"'E 02/2 1/09 1 —3 OF-9 L AMERTOLOA"SP.E. 14M VKWFORD RD LEWISVILLE. NC 27M 4364804M dwraAdwAwrawolmn SIGNED: 0&2Z=7 R uL owv GE1V9.9sell p A OF` O . LtA, Mot Luts R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OF SELF ORILUNC SCREN METAL STRUCTURE BY OTHER! 1/2' MIN. EDGE OISUNCE 1 /4' MAX. A r SHIM SPACE EXTERIOR 1/ 2" MIN EOCE OISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERgR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TORE DESIGNED W ACCORDANCE WM4 ASTM F2112 110 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF APPROVED ALANT 1/4' MAX. SHIM SPACE 1/2' MIN. EDGE DISTANCE I r 010 SMS OR SELF DRILLING SCREWS Kvdxm 06CP PI" WE ppro4D ADDED CHAIM 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 ILL ADDED FLWGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. RMED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR - METAL -ClSTRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0&2W017 MI WINDOWS AND DOORS LLC uuurlr/ 650 GWESTRATZ.MPAK17O GREET CE SFIf lt• 0 5 1tSERIES430SGO 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS TATE OF P:[ OR tGNTS08_6201 02/23/09 OF 9 I OIIIIAll1\``` LROSEMLOWSP.G 14M WCOOPM RD LEiMSVUE NC?>a21 43&4&&0i0P a Luis R. LomOs P.E. s Na.- 62514 1 1/2' MIN. 1' MIN. Atv Oc2empnow WE APPW40 SEPARATION EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER New TESTING 10/15/13 R.L. 1 1/' MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. c '• • ; • 1 i/4' MIN. EMBEDMENT 0 REVISED INSTALLATION DETAILS 08 05/15 R.L. EMBEDMENT 1/4' MAX / CO OET . °' SHIM SPACE E REVISED INSTALLATION DETAILS 06/22/17 R,LNRY BY OTHERS i r1_ OPTIONAL MIN. 1X BUCK EDGE V TO BE DISTANCE • . ! ' ' INTERIOR PROPERLY _ SECURED 1/4 MAX- SEE NOTE 3 SHIM SPACE ,. SHEET 1 _ 3 3/16' TAPCON MIN. SEPARATION EXTERIOR INTERIOR •:a 3/16' TAPCON - EXTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT JAMB INSTALLATION DETAIL 3/16' TAPCON CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRETEAWASONRYINSTALLAnON BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET I MASONRY/ 1 I CONCRETE _ T13YOTHERSi 1 1/1' MIN. MERIORAND EXTERIOR FlMSHES.BYOTHERS EMBEDMENTNOTSHOWNFORCLARITY! e'' , , — r A PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED: 0&22/2017 z PA MIN. T MIN. MI WINDOWS AND DOORS LLC LL111IIII// SEPARATIONEDGEDISTANCE650 WEST MARKET STREET 5 R.. 1.0 VERTICAL CROSS SECTION GRATZ. PA 17030 v •G E N;p s i 0ONCRETISA4S0NRYN4TALLATIDN SERIES 430 SGO =1r• s or 143" x 80" NON REINFORCED _bE FRAMEINSTALLATIONDETAILSp , TAT OF oaArw owe wo. PEv i O•< L` a OR10: G fT srALL NTS O rz 02/23/09 08 T52 OF 9 E YYAYS/DNAl% Z\ LROSERIOLO- 4 P.E. lyls R. Lamas P.E. 4rwOODFURDRDLE*UV2JA NC210t7 4srsraaim , Fmusdkhft s„a,,, FL No.: 62SIA 1 MIN. REWSIONS qn, O[SOMMOI1 MtG A-PA&MEDGEEDISTANCE A ADDED CHARTS 03/06/12 R.L 6 REMSED PER NEW TESTING 10/15/13 R.L. WOOD FRAMING 1 3/8" MIN. EMB MENT C ADDED RANGE INSTALIATKINS 12/06/13 R.L. OR 2X BUCK ' 0 REVISED INSTALLATION DETAILS 08/06/15 R.L BY OTHERS r 1 3/8" MIN. EMBEDMENT 1/4" MAX. E I REWASED INSTALLATION DETAILS SHIM SPACE 06/22/17 R,L MAX. SHIM r-- 10 WOOD SPACE 1/2" MIN. INTERIOR SCREW EDGE DISTANCE n EXTERIOR INTERIOR I 10 WOOD SCREW 10 WOOD SILL TO BE SET IN SCREW A BED Of APPROVED SEALANT WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS WOOD FRAMING OR JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION 1 3/8" MIN. EMBEDMENT 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION SIGNED: 062WO17 WOOD FRAMING OR2XSUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET G01111111IIliz vJ\ 6.4F if i 7GRATZ.PA1G EM SERIES 430 SGD o 5 g *ATARNONREINFORCES143'FLANBR E I80'NS fIJNNCEINSTALLATIONDETAILSAOf t1, NOTES: O' cF•1OR10 " 1. INTERIORANDEXTERIORFINISHESBYOTHERS, mAne one uo I1Lv o ! • • l " NOT SHONN FOR CLARITY. f A 08-00502 E I YYiIA ONA11 2. PERIMETERANDJOWTSEALANTBYOTHERSTOBENTSoAt02/23/09 s'QT6 Of 9 DESIGNED W ACCORDANCE N7TNASTM E2112 L A08MO LAMAS P.E. AV WOODWRD AO LEVASVCLS.AIC 220M Luis R. LL.E. as PLomas 41iQIbOCoidmoofL NO 1/2- MIN. rEDGEDISTANCE METAL STRUCTURE SY OTHERS 1/4' MAX. SHIM SPACE 110 SMS SELF ORILI Sc METAL STRUCTURE BY OTHERS EXTERIOR 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE 04STALLATION mores: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOrSHOWN FOR CLARITY. 2 PERIMETER AND JON?SEALANT SY OTHERS TO BE DESM,NEDW ACCORDANCE W/THASTU E2112 10 SMS OR SELF ORIWNC SCREW INTERIOR L TO BE SET IN 9EO OF APPROVED UAW IEv OScluff n chit NPf&= A ADDED CHARTS 03/06/12 R.L 8 RLVISEO PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 A.L. 0 RLVLSED 1NSIAUATION OEWLS 08/05/15 R.L 1/4' MAX.E REVISED INSTAUATION DETAILS 06/22/17 1 R.L F SHIM SPACE 1 /2• MIN. EDGE INTERIOR DISTANCE I 110 SMS OR SELF ORIWNG SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE LNSTALLATION SIGNED: 0&2212017 MI WINDOWS AND DOORS L'LC 111111u/v, 650 ERAT2 MARKETOREET N\\J\SG SF •J' SERIES 430 143' x 80• NON REINFORCED tMAT; FLANGE INSTALLATION DETAILS p • D' 1F''clORlO• i`s ONA oIL,.Ie oc Na I1cv 08-00902 E 11E G Lul! R. Lomas P,E FL No.: a swc as NTS02/23/09 7 OF 9 L. FIDWAID LOCKS A& 1472 MAOOOPMA0 LEKlSVXLF- NC 27OCJ 4344 saos laan sOrwna ou com CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 1/2' MIN. 1' MIN. SEPARATION EDGE DISTANCE a" •• 1 1/4' MIN. 1/4' MAX. a' • 1 1/4' MIN. EMBEDMENT SHIM SPACEEMBEDMENT 1 _ MIN. EDGE •b DISTANCE 1/4' MAX. SHIM SPACE 3/16' TAPCON MIl N. SEPARATION ° EXTERIOR INTERIOR 3/ 16' TAPCON 3/ 16' TAPCON ° SILL TO BE SET IN A 8EOF APPROVED •' SEALANT MASONRY/ CONCRETE BY OTHERS VERTICAL CROSS SECTION CONCRETOMASONRY PiSTALLAT ION IILVIyO14 ocscwnw OL1E Appa m ADDEO CHARTS 03/06/12 RL REVISED PER NEW TESTING 10/15/13 RL ADDED FLANGE WSTALLATIONS 12/06/13 R.L. RL-ASEO INSTALLATION DETAILS 08/0b/15 R.L. REVISED INSTALLATION OETAOS 08/22/17 R.L EXTERIOR JAMB INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRE'TEAWASONRY 94STALLAT101V BY OTHERS TO BE PROPERLY MIN. WENT MIN. Gu46 uISTANCE SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXMIOR FW/SHEA 8YOTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT AYOTNERS 70 BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS a+A1IN: owe ro. F•A• 08-00502 A1t NTS 0 R 02/23/09 —8 OF 9 L. ROWaFOLOM" P.E. 14T2 WOODFORD AD L.EWSYILLE. AIC 27m 4U419"W AllMn"060na AMM SIGNED: 06& 2/2017 S 1R 111t O'''' GE6;R 2NSE 9' P s 6 %9 AT E OF ; wZ 0RlO; Luts R. Lomas P.E. FL No.: 62514 I 5/B' MIN. EDGE OIST. TRIM d . INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP C d 1 1 /4' MIN. EMBEDMENT 7. I BUCK BY OTHERS, 1X BUCK TO BE1PROPERLYSECURED Illllrrr 3/t6' EXTERIOR PANEL INTERLOCK HOOK STRIP JNSTALLATlON AIASONRY10OMCRETE Sods" swv acsamroN WE APPW40 A ADDED CHARTS 03/06/12 R.L. 0 REVISED PER NEV TESTM 10/15/13 R.L C ADDED FLMICE WSTA IATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETMIS 00/05/15 R.L. E REVISED iNVALLAT10N OEAIS 06/22/17 R.L. METAL STRUCTURE 1/2' MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP SCREWSELF DRILLING PANEL 1/2- MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8' MIN. EMBEDMENT HOOK STRIP po WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING NOTES: I. WTENOR AND EXTERIOR FIN SHE$ BY OTHERS, Nor SHOWN FOR CLARITY. 2 PERIATETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHAmW112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGO 143" x 80" NON REINFORCED HOOK INSTALLATION DETAILS ORAWft 0k, p, F.A.08-00502 WALI NTS — 02/23/09 —9 OF 9 L ROBER/a LOR" P.E. U32 V0000 ORO RD LENWALLE NC.f02! 4344804M db-naklansmn SIGNED: 0612WO17 11IL10 i b GENSF94P el Tt. o6 •, T( AeT E OF ; omov MA 11 1`\`` Luis R. Lomas P.E. FL No.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREOUIREMENTSOFTHEFLORIOABUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING Tb BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY Of THE ARCHITECT OR ENGINEER Of RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX 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 ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN Of THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. S. FRAME MATERIAL; EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300_04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. e. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00NOTREQUIREWATERINFILTRATIONRESISTANCE. OVERHANG HEIGHT. 10. FOR ANCHORINERHANG GGINTO WOOD FRAMING - OVERHANG TMOR 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. IT. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL MA. 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM TABLE OF CONTENTS DESCRIPTION NOTES ELEVATION A ADDEO CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTWG 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 RL 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0&2Z2017 MI WIN650oWEWS AND DOORS R I IL STMARKETETSTREETGRATZ. PA 17030 VAS 0AA' r • VC E MS9J;i TAYOVSOF— SERIES 430/440 XIX SGD 143• x 96• REINFORCED NOTES a' 4 Q F•' lDRlO'r•ii: 4`rS MAIM F. A.. LMvG wo. LEV 08- 0p503 E aC`` AAAA1111111 V\ Lutz R. Lomas P.E. wuc NTS °"n 02/23/09 * t OF 9 l AOIIERROIA111AS A.E Lav! woO0fDaORDLEWWJWANenrc3 Auzw4m tp mn FL No.: 6251 A 6' MAX - 6' MAX 17'' ANX O.C. 96' MAX FRAME HEIGHT 6' MAX 143' MAX FRAME WIDTH ANCHORS PER LOCATION E CHART B3 FOR JMKR OF LOCATIONS OUIREO 17' MAX 6' MAX O.C. r r I X c SERIES 430/440 X/X SGD -- EMRJOR MEIN DESIGN PRESSURE RATING IMPACT RATING i40.0PSF NONE SEE CHARTS Of AND 12 FOR OTHER UNITS RATINGS NOTES: T. MAXIMUM PANEL SIZE: 481/1'1r95' i MAXIMUM DLO.: 44 3/4' x 90 549• HANDLE AT EACH ENO tea$ Id;V oEseaPlax A ADDED CNARIS 8 REVISED PER NEW TESTING C ADDED FIANCE INSTALLATKJNS 0 REVISED INSTALLATION DETAILS CHARTOI E REVISED INSTALLATION OETAOS HERE WATER INF)LTRATION RESISTANCE LS REOWRED SEE NOTE 9 SHEET I Oeslpn prossuro chartlpso Ferro 8glb Pane Ono Tow F "v mn(n) HatM 30.0 1 36.0 410 1 7 h) 90.00 18600 126.00 14300 Pm NOv Pas I Mae Poz Nee Pee Np a40 400 e0A 40.0 579 a0.0 620 40.0 46.0 uA 40 00.0 a0.0 61.6 40.0 4e9 4a0 45.0 9so 4oA I MA 1 40.0 1 St.7 40.0 48.1 40.0 413 D40 40A1 SBA 1 40.01 49. 40.0 43, 40A 0 CHART AT WHERE WATER INFILTRATJON RESISTANCE IS NOT REOWRED SEE Ne7E o euacr Ods/ n pressure chart Ips9alltmimBadTOMFmmNAON(In) Fwm WON 30.0 MO RO 47.7 90A0 ludo 12&w iAlm PM Np Poe Nov P02 Mo Pea ANa 84.0 60.0 1 60 S7A 57.0 Sid Sid 48.a 48.0 aR0 i0A QOA 8 54A 46.9 482 45.0 450 did 59A 59b 51.7 51.7 46.1 46.t a2 42.3 8 o 30.0 548 490 490 43.7 43. a0.0 a0.0 CHART d Num.er of enchor Iockudearedulred ryeSiNft Panel WA TaW Fade WWn (I+1 MebM Ja01 360 V ' did 1 47.7 M ea0 t0a.0 1M0 14A0 N45 Jim. NLf Jem. N4S Jam. M6S Jam. 8" 0 a 7 0 6 8 8 a" 7 6 7 11 e 6 9 a no 7 a 7 0 e e 9 8 940 7I 6 1 7 1 9 I e I 8 1 9 6 All WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGO 143" x 96" REINFORCED. ELEVATIONS F.A.08-00503 NTS - 02/23/09 -2 OF 9 L AWAW LOMASP.E. 14W WOODAOROAOLEI W4,LE. NC 27dn 434.6884M Ate me DATE APPa0W01 03/06/12 R.L. 10/15/13 R.L. 12/06/13 RL 08/05/15 R.L 06/22/1? R.L SIGNED: 092WO17 OTAfR'F sl NA 11E Luis R. Lomas P.E. FL No.: 62614 WOOD FRAMING OR 2X BUCK BY OTHERS 010 WOOD SCREW 110 WOOD SCREW 10 FRAMING 1 2X BUCK BY OTHERS EXTERIOR 1/2" MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 71/4' MAX. SHIM SPACE 1 3/8' MIN. EMBEDMENT J_ 1/2' MIN. EDGE DISTANCE INTERIOR pIO WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BLICKmu" TIOJ NOTES: I. INTERIOR AND EXTERIOR PWISHEA BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE YVITHASTM E2112 1 / 4' MAX. SHIM SPACE Kv OLSCAP"N Oft APIPPOWM A AD= CHARTS 03/06/12 R.L. B REVISED PER NEW TESTNC 10/15/13 R.L. C AOM FWiCE INSTALIATIONs 12/06/13 R.L. 0 REVISED INSULLATKIN OETAILS 08/05/15 R.L. E REVISED OLSTALLATION OETAILS 08/22/17 RL JAMS INSTALLA77ON DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED. 0&22/2017 MI WINDOWS DOORS LLC R II`0 WESTMARKETSTREET650GRATZ. PA 17030 J`S ir• 0 6 k SERIES430/440 XIX SOO 143" 11 96" REINFORCED trrMH FRAMEINSTALLATIONDETAILSEOF : , OAF"; l OR10; • : DRAWF. A. ow ro. 08- 00503 Inv E ONAL E G` 1ITLLIII11O sculNTS ° 02/23/09 —3 OF 9 LROWRTOLOAKS PA 1422 NA70OFOR0 AD LLE*Isvn LE NC 27077 43448 Id MSm 2fibl e..mn Luis R Lomas P.E. uFLR. L62514 METAL STRUCTURE BY OTHERS 10 SMS OR LF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE EXTERIOR 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINTSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W"ASTIN E2112 1 1/4- MAX. SHIM SPACE AS OR TRILLING I 1/2• MIN. EDGE DISTANCE INTERIOR g 10 SMS OR SELF DRILLING SCREWS TO BE SET IN IED OF APPROVED LJNT METAL - STRUCTURE BY OTHERS 1/4' MAX. I SHIM SPACE CA 1 CFTICJH MIM S 1Rv DESaM"M DATE AFPlla.m A ADDED CHARTS 03/08/12 R.L. B REViSEO PER NEW TESTING 10/15/13 A.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L 0 REVSED INSTALLATION OETADS 06/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRICTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143' x 96' REINFORCED FRAME INSTALLATION DETAILS oNAwc ore NO. F.A. 08-00503 NTS I "'E 02/23/09 12M4 OF 9 L ROSCRiOLONAS P.E. 1432 WOODFORD RO LE*ISYCAE AIG 21,20 UL,asbocw ArraL®ft-= s SIGNED: 06222017 b,•\GEN,p•9,p i0 EE GGFF : V stONAL1EaG``: Luls R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO Be PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN. 1' MIN, SEPARATION I EDGE DISTANCE I 1 1/4• MIN. EMBEDMENT W11/4IM SPACE 3/ 16' . TAPCON EXTERIOR INTERIOR 1 1/4' MIN. EMBEDMENT MIN. EDGE : • v DISTANCE ' 3' MIN. ! SEPARATION VIC TAPCON SILL TO BE SET IN a A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4MIN. i EMBEDMENT 2 7/8'• MIN, 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION C NC.RETISI A&WRYINSTALLATION 1/ 4' MAX. SHIM SPACE INTERIOR R. rIsKbs OESCAU- IoN MTE AFFA0.0 ADDED CHARTS 03/00/12 R.L rocrWASEOPERNEWTESTING10/15/13 R.L. ADDEO FIANCE INSTALLATIONS 12/06/13 R.L. REVISED INSTAUATION DETAILS 06/OS/16 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L esy EXTERIOR JAA48 INSTALLATION DETAIL OPTIONAL 1 X BUCK COVCRETEIMASCNRYWSI'ALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR RNLSHM BY OTHERS, NOT SHOWN FOR CLARITY. t PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AM EV 12 MI WINDOWS AND DOORS .LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/"0 XIX SOD 143' x 96" REINFORCED FRAME INSTALLATION DETAILS oxArea owc F• A• 08-00503 Stxt NTS 02/23/09 —5 OF 9 L RM14TO LONAS P.E. 14M IVOODACM RO LEWSVZLF- NC ZMM SIGNED: 06/2WO17 0 J''. AT OF • 4- i YYs'ONA`1E 1`\ W3 R. Lomas P.E. FL No.: 62514 1/2' MIN, Kvts : EDGE DISTANCE RN OLSCIOPIfON OAN MMIOr 0 A AODEO CHARTS 03/06/12 R.L. B REVISEO PER NEW TESnNG 10/15/13 R.L. FRAMING 1 3/8' MIN. EMBEDMENT C AOOED FLANGE INSTALLATIONS 12/06/13 R.L. RR 2X BUCK BY OTHERS n 0 RVASEO OWALlATION OEUILS 06/OS/15 R.L 1/4' MAX.IF'(— 1 3/8' MIN. EMBEDMENT 4' MAX.E SHIM SPACE RMED INSGLLATION OETAILS 06/2Y/17 R.L SHIM SPACE INTERIOR l 1/Z' MIN. 010 WOOD EDGE DISTANCE SCREW EXTERIOR INTERIOR I1 a10WOOD SCREW 10 WOOD SCREW SILL TOESET I BED OFAP APPROVEDOVEDSEALANT DOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS WOOD FRAMING JAMB /NSTALLA77ON DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION tBY OTHERS 1 3/8' MIN. EMBEDMENT 1 / 2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION 111101700 FRAMING OR 2X BUCK MISTALL WN NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BYO7HERS. NOT SHOWN FOR CURT! 2 PERIMETER ANDIWNT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITN A47M E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/ 440 XIX SGO 143' a 96" REINFORCED FLANGE INSTALLATION DETAILS OAnfrlt OAC lim F.A. 08-00503 salc NTS — 02/23/09 —6 OF 9 L.R06ERlDLGMA4P. E 14M WOWRM III) LE1NSVIAL NC 2;= 4tr4m4a0! 10fn asommanw m q SIGNED. 0& 2M17 0 Eli OF aR10v'• Luls R. Lomas P.E. FL No., 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1 /2- MIN. III... I EDCE DISTANCE I Lac I crilupt 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. W ERIOR MID EXTERIOR FINISHES. 8VOT14ERI NOT SNOWN FOR CLARITY. 2. PERIMETER AND JOINT' SEALANT BY OTHERS TO BE DESIGNED ACCORDANCE WITH ASTAH E2112 1/4' MAX. SHIM SPACE OR LUNG ny A cr71LJr1 L TO BE SET IN BEO OF PROVED SEALANT 1 /4 MAX. F SHIM SPACE 1/ J- - MIN. EDGE INTERIOR DISTANCE T— 110 SMS OR SELF DRILLING SCREWS e" Oat; Avv AWD) A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 A.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. METAL U STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRuCTI7RE rNst•ALLATTON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS DRAJIft OAR Na. F.A. 08-00503 rNTS °Are 02/23/09 —7 OF9 LRWRTOLOAKSP.E. 14V WOODFORD RD LEIVISVUE. NC 27M 42""4 71 rnortus unoA.mn SIGNED: 0&2212017 oor E IFS` 40R10T: Luls R. Lamas P.E. FL No.: 62514 1 1/2• MIN. 1• MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a' 1 1/4' MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED 1/4" MAX. E NOTE 3 SHIM SPACE SHEET 1 3/16" TAPCON EXTERIOR 3/16' TAPCON —\ MASONRY/ CONCRETE BY OTHERS btP-AHAIIUN VERTICAL CROSS SECTION CONCRE EA SONRYINSTALLATION INTERIOR 1 1/4• MIN. EMBEDMENT 1 MIN, EDGE DISTANCE .a 3• . MIN. SEPARATION ' 3/16' TAPCON SILL TO BE SET IN a A BED OF APPROVED SEALANT .. CONCRETE/MASONRY BY OTHERS i 1 1/4- MIN, EMBEDMENT 1• MIN. EDGE DISTANCE 1/4' MAX. SHIM SPACE 1 INTERIOR RLVLSbt6 ocsaealnw ADDED CHARTS REVISED PER NEW TESTING ADDED fUNOE INSTALLATIONS REVISED INSTALLATION DETAILS WASED INSTALLATION DETAILS OPTIONAL IX BUCK JAMB INSTALLATION DETAILTOBEPROPERLY SECURED CONCRETEAWISONRYINSTALLATIONSECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR nNISNES, BY OTHERS, NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGD 143" x 98" REINFORCED FLANGE INSTALLATION DETAILS oaunc awe 1a. F.A. 08-00503 seKt NTS o"TE 02/23/09 s"W8 OF 9 L AOBERTO LOWS AE f02 v-000FWD a LEwbvLLE Nc T.an a>.teaaras fflwrasbwoffugft. A MWODDATE 03/06/12 R.L 10/15/13 RL 12/06/13 RL 08/05/15 R.L. 06/22/17 R.L SIGNED: o6r2W017 AT OF .- oF•OR10*• i//;1/9js NAi1? G` Luis R. Lamas P.E. FL No.: 62514 1 5/8• MIN. EDGE GIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS NOOK STRIP —`-- 1 1/4' MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED EXTERIOR - _ PANEL INTERLOCK HOOK STRIP INSTALLATION MASONAY.CONCRETE INTERIOR TRIM METAL STRUCTURE BY OTHERS TRIM -, INTERIOR HOOK STRIP — Rr#lslo d RLV 01SCRpmN DAU APPW4M A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TCSIINC 10/15/13 R.L ' C ADDED FIANCE INSTALLADONS 12/06/13 A.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTAUADON OETAILS 06/22/17 1 ILL. 1/2" MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2' MIN. PANEL EDGE OISTANCE EXTERIOR _j\INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8' MIN. EMBEOMENT I HOOK STRIP 1010S10 CREW W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BACK WOOD FRAMWO NOTE$: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA.17030 SERIES 430/440 XIX SGO 143' N 96' REINFORCED NOOK INSTALLATION DETAILS DRAWN. aWD t4L r 08-00503 S OAN 02/23/09 19 OF 9 L OKMWJ O LOMAS I.E. IIJ2 MOODFORD RO LEWISVILLE. NC 27021 4&0e0••0D02 nvaN.mm SIGNED: 06122M17 pSE OF • a= Luis R. Lomas P.E. FL No.: 62514 OF Professional Regulation •!_ : OBFR HO'.'E ABOUt OBPA OBGR Olt I9101.5 COIRACI OaFR, M d .1 Nr fnfil:.7AProduct Approval FUSER: Punk user t. Product Aocroval Menu > Product or Aoolkation Search > Application Ust > Application Detail FL # FL9174-1112 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 339S Addison Drive Pensacola, FL 32514 850)47S-6197 Mark_Garon@Overheaddoorcom Authorized Signature Mark Garon Maric—Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 339S Addison Dr. Pensacola, FL 32S14 8S0) 474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By 3effrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 RL2 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-11S Year 2012 2012 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL9174 R12 Eauiv WD2017-001R2 Evaluation Report - FL 9174.PDF Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval of Products FL # I Model, Number or Name 9174.1 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 Method 1 Option D 08/11/2017 01/02/2018 01/02/2018 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure I, designed as partially enclosed or door is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 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 #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 R12 If 0228-318958-P8 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 If 324620 P16 Jamb Connection Suoo sioned.odf Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 Ii 0229-318959-139 S.odf FL9174 R12 II 307494 P11 Track Supolement Chart einned.od L9174 R12 It 324620 P16 Jamb Connection Suoo sloned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF 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 R12 II 0230-318960-P10 S.odf FL9174 R12 If 307494 Pll Track Suoolement Chart sloned.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sign d odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF 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 R12 iI 0231-318996-P6 S.odf FL9174 R12 11 307494 PI1 Track Suoolement Chart sloned odf FL9174 R12 11 324620 P16 Jamb Connection Sung sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF 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 Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R12 II 0234-319022-P6 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 If 324620 P16 Jamb Connection Suoo sipned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 1311 Track Suoolement Chart sioned.odf FL9174 R12 It 319040 PI Post Istall Instructions sioned.odfImpactResistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection Suoo sloned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21'. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0232-318999-136 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 PI1 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 Jamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 I[ 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 I[ 307494 P11 Track Supplement Chart sinned.odf FL9174 R12 It 324620 P16 Jamb Connection Suoo sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18,50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL2174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 319040 Pi Post Istall Instructions sinned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0237-31902S-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 It 319040 Pi Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/SI40/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0600-319026-PS S.odf Approved for use outside HVHZ: Yes FL2174 R12 II 307494 PIL Track Supplement Chart sianed.odf FL9174 R12 tl 324620 P16 Jamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE W132017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-PS S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: FL9174 R12 It 307494 Pll Track Suoolement Chart sloned.odf FL9174 R12 II 324620 P16 lamb Connection Suop sianed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24'. Glazing 0602 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0602-319028-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 Pit Track Suoolement Chart signed.odf FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.POF Created by Independent Third Party: Yesdoor. 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0603-319029-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Supo signed.odfImpactResistant: No Verified 8y: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24' Glazing 0604 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 ll 0604-319030-P6 S.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R12 iI 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 ii 319040 P1 Post istall instructions sioned.odf FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24'. Glazing 0605 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0605-319031-PS S.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 It 324620 P16 Jamb Connection Suoo sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.17 S120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 It 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 It 319040 Pl Post Istall Instructions sioned.odfImpactResistant: No FL2174 R12 tI 324620 P16 Jamb Connection Suoo sianed.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is Created by Independent Third Party: Yes designed as partially enclosed or door Is a replacement Evaluation Reports door. FL9174 R12 AE W02017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 512015140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart si_oned.odf Impact Resistant: Yes FL9174 R12 ii 319040 PI Post Istall Instructions sianed.odf Design Pressure: +39.20/-43.70 FL9174 R12 iI 324620 P16 lamb Connection Suoo sloned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ, No FL9174 R12 If 0608-319034-PS S.odf Approved for use outside HVHz: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 It 324620 P16 lamb Connection Supo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Part/: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Part: Yes 9174.20 S140/9400/9600 *0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVH2: No FL9174 R12 11 0607-319033-P6 S.ndf Approved for use outside HVH2: Yes FL9174 R12 11 307494 P11 Track Supolement Chart sloned.pdf FL9174 R12 II 324620 P16 lamb Connection Sunn sioned.ndfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Baek Next Contact us :: 2601 Blair Stone Road, Thllahassee FL 32399 Phone: 8S0.487-1924 The State of Florida Is an AA/EEO employer. Coevrlaht 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 responso 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 OSO.487.139S. -Pursuant to Section 45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public reeod. 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 45S, F.S., please ckk brCL. Product Approval Accepts•. Credit Card Safe June 15, 2017 - 1. Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1(my business) is not owned, operated or controlled by any company manufacturing I or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 1. Introduction/ Scope 1III11/1,11 QON. '..? Na ''% OQ . 0CENSF ••!Lj9 No.46718 0 '• STATE OF S/ONAI. E?.. Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSUDASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the'deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.E Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16, x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 16'x8' 18'x8'-9" 18'x8'-9" 18'x8' 18'x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-136 319000-P8 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table I — Doors under Evaluation • OQN • QQ' ICENSFy0, No. 46718 ' 9N . 0.( ' STATE OF ZORIOP. 2 ONAL 04 I/1111110 `\ FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 9' x 10' 9' x 10' 16' x 10' 16' x 10' 16' x 8' xH Design 26.90/ 41.00 / 15.30 / 23.00 / 39.20 / Pressure 30.80 Psf 46.30 psf 17.00 psf 25.00 psf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319026-P5 319027-P5 319028-P6 319029-PS 319030-P6 Impact No Yes No No Yes Rating Q- Table 1C — Doors under Evaluation ON D. Ty',, ENSF' N ; No.46718 ' STATE OF FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9° 16' x 8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.901 Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing 4 319031-P5 319032-P7 319035-126 319034-135 319033-P6 Impact No No Yes No No Rating Table 10 — Doors under Evaluation C. Conclusion GOR%D--' Gam` iZ v31 7 Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 501 Edition 2014) and 6'h Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1)1 have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of Independence as stated in 61 G20-3.009 (3). F.A.C. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concem: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1(my business) Is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest In any other entity involved In the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 UOIRl- 1. MC104LIPACT rousTANr cunt OPnON - AID' MMIIOM SSS C A2WO W MOLDED MJucs SCIENM TOGETHER NM A MINIMUM OF (0) FINI• SCEW IISTAULW W TOP GI WIEIOEOUTE SECOOM (UM OR TATNGUT DECORATIVE WORTS) NFEM UNIFORM STATIC WSW PRESSMIOES MOM O THIS ORANMIG LLLIDIO SMALL NAME A OMMALIM IE,CHT 01 1170' AND A MAXIMUM LENGTH OF 16.79% GLAZING GI NOT IMPACT AE9sfANr ANO GOES wor MEET ME REMAR DENTS FOR KNO-BWOE MODS KG04S. 12 GA NOW 12 CA FLAG It CA MIN Is OA 1 VWTL OR N000 DOW STOP NAACO A MAAMUM OF 0' OA MUST OICRLAP TOP AMID BOM ENDS OF PANELS MINIMUM 7Ar TO MEET NEOABVE PROCOMIL a. MY LOLL AM LOGIC. OR OPERATOR REOUIRLD. S. SECTION SMALL OE OOSTAIUCTFG MM FOAMED W Is GA STIFFENED, AMR BRACKETS PURE POLTIINEMAME FOAM INSAATIOM CHEMICALLY at «un..^E FOR OONOCD TO 30 CA 64M MY FACER STEEL AND A QUAgEY. LOCATION, MILA 11MATE GAOIEUL OR 32 W SEEM "OWL 00 AND TYPE CAP TO HALE A MIOIUM 1.1' COIN. O. THE GO= Or INC SUPPORTING SOMCMRAL MY LOOT OR SDE LDCd OAUOIIS SHALL BE THE MSPONSISILITY OF THE BOTH ENDS (Nor PROFESSIONAL Or RECORD FOR THE GUWNG OR R OISI® NM CIPOWOR STRUCIIAIS AND W ACCINW CE MIM ONHIOT OL%=G CODES FOR ME ISMS USIS ON MS OIUMIa SEE NOTE 41. SUCE LOCK sXD1M FOR 7. DOOR JAW 10 BE MINIMUM 2t6 SMICTNIAL ORAK CLAN FY LTIWER. REFER m JAW CONNECTION S PPLDENT FOR xelE• S!)_XCT OM BOLD ATTACHMENT TO SUPPORTING SUIUCIURE DoWeI a . sEE slur 2 FOR U-BAR LWATIOM S B. LOUVER OPTION - .040' OIOOM LONERS IN MOLDED ON DO= NM ORDER FRAMES SOGITED TOM MDI NTH A mm OF (I) SECTION MU"T" AND F41' Swaim INSTALLED IN DE BOTTOM SECTION. LOWERS ARE NOT IMPACT RESISTANT AND 00 NO? MEET SEE N01ES , AND : OR THIS sHEET FDAt THE DRECJUIEMEMISFORYO-BODE REGIONS LOUVERED SECTION RECUIOM OPERATOR SOME TO BE EACTMIY MSTAILM AT TLC COItErOME OF THE DOOR. SUPERIMPOSED DESIGN PRESSURE LOAOS ON SUPPORTING STRUCTURE MAXOOOO Dow IOIICORM LOAD CAM JAMB V%n WIDTH 10•-r ALL 1 -ssaa l A-r ALL IG, .I It-*' ALL ALL 1= -laa.0 CA ENO CAP CRT 7/22/OB PI UPDAtM TI3E car I/10/l0 PIO PER jaw REOU(sO N DON VCENIFAIOTWUWAtER THAW 00, 524 ADDED IIOS. AID RACKM MOIES CSC S/107 fY- r. CDm was PER JOINT wmROODOORImmLESSTHANOR EQUAL t0 tt-r. JAMB ACM SCHEDULE OOOA Immrtxa or SmmERAO{ETS JAIOW&K OAACETS MEASURED FROM SOTtON TIM Or Tft L OMENSOS ! 27 r a a a l GIis-1 a a •s-1 • , o• I FAT a Ira a- • a Taa a a a a I2-1 a s e•-o• s s PAT a t a 1Ta a• a, ma a• a a a s7-1 a 7s-1 a a B- a scE NaTE GLOM IN I 1T1T1uurrr4 N CEi( KoAQQrmay ir No. 778{ A) rOILGMNO GIMESIOH OEDTES SLOTTED JAW MACKEY ATTACHED TO T'RAER NEW 1/a-1001/Rr TIRAOH SOLI ANON NUT. FOLLONWC GNOMON 11 WES OIAGT INSTALL JAW MIAOEr INSTALLED W MRfDGLY LOT. NO AWnOAL NIJDMARE NODDED TO ATTACH TO MACK. tXI I I MM HIGH LIFT. ROOF PIFCL AND/O OREAIER THAN I' IN HOW MOWN USE OF CONIMOUS GALL ANISE SEE SLPPLOADIT TRACK CHART FOR DETAILS, SCALE: N. T.S SRN: A i Qom'•,• STATE Of ;•: Wayne STATE PRESSIOIE RAIWGS DESIGN +25. 20 -2a80 APPROVED L2f5 MAX MDTT$ lr-G- DATE NAME SV•'•ORIDA,.••• VE MEO L ENIL/ ^" Dalton. G RA7E /ENO? VE3 MMAX SECTION HEfl(AR, 21• 06 UR9 I II IHd4.1 PC GARAGE DOORS PM1 e0lrnr IIWO IGO MODELS 5120/9100/9605 SHEET 1 DF 2 n Pc - oI PC +MIMEG`sN or OLfRMAD DOOR ORAYMO PART HQ HEY. rRGIGmauaolmHWrsaALNNmmtsaarF/I roHMMAFUDMRATMA32SH WINOLOAO SPECIFICATION OPTION CODE 0230 318960 P10 vlwnOAl+mOPIROIDuC&d"MAORRI xlus ISD a7a-OBOE la CA ADJUSTABLE TOP RACE U-SAR OVER OITEORAL TDB 13 CA ADJUSTABLE PRE[ PUHCNCD MOLLS NDIES EAATTACHED TO fJ1 00 FPRE-AONOUPWARDNoun,BOPNfD06 W BOTTOM 6 U-BAR A AND ATTACH MR(UU 010CAP A/TB' OIOPRVAINWIH'SOEV/S n- EACNSELF OIO1B0 CWN)PTRChSCREM9 r FOR STANDARD IRMX AID W 1 E-IAM7/ a' STLF aRLU"c 1RE SCEVHS FOR LOW HEADROOM O GA ( 2 OF tlRtll USED °. ARE USTO ATTACHEDTIETOP DETAIL A BRACM AS SHOWN1• LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SIRE ATTACHED M USED ONLY ON IMPACT PRE-PYNOim Ham W TOP OF U-RM U-BAR OVER BLIEOMI RIB COAL GLAZED g01p1 - 11 NM 2 1 h142 / WPITIE atll[M8. T1E B) PRE-N JXHCD HOLED EACH OOI a REINFORCEMENT USE 11EYW0 HOLE IN SUCE TO OMSIIRE F UPWARD AND ATTACH TNRU END OIADA ATTACHED PROPER AUOIOIENT OF ROL ER7 CAP F O? CAC0 ENDWfMPTITE h1 /A-147/r NTH 1 14.7, • t IOW 101Q ATTAO® T + U-BM PLACED " TOW COMPOTE Kowa (2 NIN (E) Vh143/S. NO ON TTE BOTTOM SECTION SHWA OCY THROUGH BOTH CRtIPnTE SCIEV6 MR W ATTACHED MRu Om CAP AT EACH BRAOtEr AND V-OAR) NSOI AR! FAM:imIY Do WITH 1 1 hITrT/y 36r oRRUNc ATTACHED] 1 ODm/nTI: Sd1EM EA--.. ON 711E DETAIL C DOE` OUE TD CEARANCE37 IIEDIItm 70 Noun NKON SOCUdA10 INSTALL SALLU AT ME ENDS OF HIE BE 4-1tr EMUINSTALLED ON SOICINS PRIOR 10 hl/Y SIEY DETAILB =,LLM R0U. FR -IVES AND TOP T„r 1•AK r IL W NWO[ ATTACHED NO VAIN (a) 1/•-2CA2/ 0' apPRR SCREWS (2 Of INTEGRAL AND ATTACK MTN MTNp() I/y4- Mtlr TIE NOCH ARE OFqE- PUNCHOD HOES AT 3 ATTACHED, a of WWEACH IHIERMEDIATE 1WCEI ME FIELD INSTALIID INt0IDCAIION (1 TNN FLANGE IA TOP LEAF. AID1OFMUCHOEEiDMSTALLm OF U-BM BOTTW TDZI MICR IRS-AMOEOHOME HUM LEW Am 1 VRD OF U-BAR AND IN Y 0 TAIL WTCRAL NO OF 6. CTI0H) C tt CA BOTTOM BRACKET FACTORY ATTACHED TAM ' E31 1/ E11a3,W KAK u-BM OWR NTECAAL NO WTH mhat NOTCH —QM-TO CLEM BOTTOM eRACET AND ATTACH DOU) CHO CM AT EACH flm N H f11 1/h14A/B' COIF ORBADNO CROUP =`CW AS ran BPACT REMAMCY:. SHOWN AID USE (1) 1/h11MIT SEIf BOTTOM BRACKET MUST aE SCRINTHE TO THE BOTIOI • • CALLINGCRWPBSCRENAT U-GAR V U-BAR NM EACHPRE-PImCED NpE CVCRY 2) 1 H40 SELF QQ Q HCNCL IDCAnmt USE (l1 1/A-20d/r U1tt CPE SCREW AT ALCOMat SEE IMPACT BOTTOM BRAOOT PRE -FUNDED HOLE LOCAINM DETAIL THIS CENT. JKop 0 •. STATE OF S/ ONAL E G Af f1111111\V t11MReAFn1MRLR ESH WOPL GKKIO 0. R7MO Q R 111SU LTT E YIN STAR& S SlH6Y.5 WIN STAINLESS BACKED RUBBER! WASHERS 3- 1/Y D. C. MAX 1/B' MGB Cf 7., ssuaooAc aTwM:Wuu rACRStEa— OETAIL E ATTACH BOTTOM BRACIET to BOTTOM V-BM EUIIM W 1/h1Er7 SCP Oml1M0 IMPACT BOTTOM BRACKET 1 1 hNd SELF OOLLRMO COMPIIIE INTEGRAL FM AT LIRE R DOORTONSHOWnWTkOPERATOR "TRUI SCREW OILY REO IRE0 OM I A" CAM Sm0015 SUE NOIE S SHEET I x DETAIL F U-BAR ARAdMFUT NDTM 1. ALL U-OARS SHALL BE PLACED OV(R INI®UL MS AND ATTACHED ram PRE-ELOCHm HOLES MTN (2) 1/hl•1AX C IMPFITE SCEN4 AT EACH OTFANEOIATE KENDS tOCATWIK (2) 1/h14i7/r SELF OMLRC C lMPWK SCHEVE AS EACH CHO GP (CEEPT BOAR U-BARS ON Bottom IECITOI - SEE OETNI a AIO 0 BIBS WELT), W 1/M1aa/i amAPtIIE DOES AR/WmmAmr MJOWIIY a tam ar DOOR AND VI ERNEDIATE MINCE LOCAMIN, AND ( Q 1/4-144M CRIMP Z SCREW APPROIOMATELY r FROM EACH Da FOR DOOR tIm1N! 4REA10 MAN IY- r. HERE SHALL Of A TOTAL OF (20) SCREWS AYrACOIO EACH u-0AR OEEPI BOTH U-BAAO ON OQTMM tEC00M S/WA NAVC A 10TK OT (la SCREW EACH. FOR DOOR NotHs MESS 1NAN 01 OE1AL 17--r. MERE WALL OC A TOTAL OF (RB) SCREWS ATTAOmic CACH U-BM noaPr ROM U-OAas ON BOTTOM SECDCS WON-STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF ( 14) SCIM EACH OUTER MImO1l TRW z VAIN ME OELPRCA Or THE (a) HIE-Pummuo NCO of 71/4- POLYOARISMAIE ME TOP OF EACH CND USED FOR ATTACHMENT OF ME MILLER SAM AND ME (AI PRE- RWCED ROES m ME OOTIOY Of EACH CD USED WI ME ATTACH" OF ME TOP FONRE AND UIeBS NOTED OINEANSE ON THIS SPEOROATON RE All PRE -PUNCHED HOLES aALLU-OAASWM w ATTACHED 10 111E ODOR t1M1/hl•d/r QPOIIR ECIEIYS ATFA04E 3. iB CA U-SARS WALL BE SrAMRO 'Hr APPRO IMADDLY W FROM EACH 00. ECRAL wLS AS o1nH A00E0m oeDlL lamHowamR LOLACKO NOT IMPACT AST. aEr B/B/ OM n Maw AAW eRAOtcr SCImLLE FODm FAT OPTION. AODEO U T- OCTAL SHEET 2- a" E/17/OB ADDED WPACT ANT G ARHC. ADM TEXAS LICENSE MauIER TO TITLE KOCL. CLANGED LDUVCR YAL R MCNEASEDQCMT TO W-r. AD= MGM LIFT AND ROOF PITCH MACC MOTE. CRT 7/22/ 0 PO UPDATED TITTLE am CRT "/ to Ra EU162B ADM OlIft AND moms CMM W STATIC PRESSIOC RATINGSAPPROWD szes se DESIGN ( t25.B0 -2SeO IMAX BIOM Elton. GARAGE O O O R S aMsoM OF OVERHEAD DOOR 00110 P01S ACWLA IA00°ONwmAi2HT4 TEST ( t3L95-N.20 1MAX HEIGHT. r—r IMPACT C RATED (YES } YEB mAx SECTON NEI(iEt: 21' MODELS 5120/9100/9605 WINOLOAD SPECIFICATION OPnON CODE 0230 o -Beam BMO PART No. I REV. 318960 P10 i- 14" MAX t PLATE LOCATION HEOULE 13 GA MIN CONTINUOt WALL ANG 11 GA MIN CLIP SEE SCHEDULE RACK 3) 1/4"-20 TRACK R CARRIAGE BOLT ATH 1/4"-20 NUT 13 GA MIN CONTIANWALL TRACK 12" 2) 1/ MAX 1/16 TUBULRIVITS12" MAX SEE CLIP DETAIL( 1) GA 1/4"-20 TRACK CLIP S11ORCARRIAGEBOLT 1 SCHED/ WITH 1 /4"-20 NUT I 12" \ / MAX LIP LOCATIONS RSW 0.28" MAX SEE SCHEDULE 12" MAX TRACK 13 GA MIN CONTINUOUS WALL ANGLE CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS tAE JTHISPAGE. Q •..•. ,.. Qn i VCEN'& NO. 77945 Z 0 * #_ STATE OF •: 4 OVAL F-VV 4374 Rlea M1WTNE [ ROAD 11nPCs77?IM3w TxIK n1w I PRUMONAL01011MCI SEAL PAMM ONLY TaR K1wICATIN Q MM1AA0 OINSIAUC80N WALL 7 11 GA MIN CLIP SEE SCHEDULE 1) 1/ 4"-20 TRACK OR CARRIAGE BOLT WITH 1/ 4"-20 NUT TRACK DESIGN PRESSURE CHART MAX WIDTH MAX PSF 9'-O" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF -52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART REVISIONS 7RACK- CUPS- 71EXAS WALL ANCLE 12 FOOT GATED BPJ 8/ 11/03 P3 UPDATED FORMAT. NCREASED ALLOWABLE PRESSURES TO 48.00/- S2.D0 PSF FOR Doan V40THS CHANCED 'TEXAS WALL ANOW TO • CONMOUS ALL ANCLE•. ADDED SUBSTRATE MOUNTING DETAIL. OIANCM TO WIEN ND ANCHORS CRT 4/ 2/07 CHANCED FORMAT. A OED MOOEJS 8800 D 8024 WITH OVERLAY M TRACK CLIP 8/21/ 07phUPDATED MODELS USTED IM CHARTS. UFOANO SPLICE A CLIP OLP 2/ 06/07 MuPOATE YOUNTWD AIL DitA= GRT10/05/ 07 UPDATED CHARTS TO YIIATE THE USE OF EXPANDED 1-1/ 2' TO 8• DOOR RIIC NESS JIT UP TO 14' NICK 12n1/os UPDATED TITLE CX 8/2/ 10 UPDATED TITLE CK. REMOVED CHART 11/15/13 UPDATED nTLE OL 8/15/ 17vwo!Frlls9Q- DATE NAME DRAWN 8/21/ 07 CRT CHECKED 9/21 07 YR8 SHEET 1 OF 2 3395 ADDISON DRIVE ORAVANC PART NO. I REV. ENSACOLA. FLORIDA 32514 307494 P11 830) 474-9890 2 3/4" i t " REVISIONS EDGE DIST M—CLPS-WYAS ALL ANGLE Iz FOOT UPDATED 4.18 2-24 E60XX MIN. 2-24 Daa/11/Da• P3 UPDATED FORMAT. CREASED ALLOWARLE RES TO MIN 3/16" THICK 1. 00 uiDooR TTNs f FOR STEEL FOR MOUNTIN WALL CHowANGED LETo •ooHnNUONLlous5/16' x 1-5/8" ALL ANGLE USMAAMOW. ONOTIINOG LAG SCREW OR DETAIL. CHANGED TO EQUIVALENT INTO GRTN4/ 2/07a1ARs MIN 2 x 6 NO.2 TRACK CLI 4 MOD FORMAT. SPF (G=0.42) OR _ _ AOOED YODELS GR00 ADDED BETTER ATEACH 1/4-20x9/16" O 8024 WITH OVFALAY OUL"p HOLE OR PAIROFTRACKBOLTANDCRT8/21/07 HOLE LOCATIONS 1/ 4-20 HEX NUT P5 UPDATED MODELS MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL RTED IN CHARTS UPDAN SCHEDULES fE offCUPOLP 9/05/ 07 2 3/4" OPTIONALL WALL ANGLE MAY BE UPDATE MOUNTING uL ORAVINC& MIN EDGE GIST ATTACHED TO SUPPORTING STEEL GRY IC S/07 WITH MIN. (1) 1/4-200/8" SELF P7 UPOATED CHARTS TO DRILLING SCREW WITH 1" O.D. J.8 MINATE THEUSE OF WASHER AT EACH HOLE OR PAIR OF TTHE AdssEED O BOARD HOLE LOCATIONSIN LIEU OF WELDING OLP 1oj24/07 d • . PR UPDATED STEEL OUIMNG DETAIL RR 04/I1/ 00 PQ EXPANDED Ad •'.•: 31 DOOR THIICKNESSSS CHART UP TO 14' HICIL CRT 12/I1/ OR 0 ADDED MODEL 870M 3/8" SIMPSON TITEN HD, UPDAND TIRE eLGGc 2-3/4" MIN EMBED INTO cat R/2AO MIN 2000 PSI CONCRETE PII UPDATED 1TLE SLOCII REMOVED CHART. AT EACH HOLE OR PAIR CRT IIA'11' OF HOLE LOCATIONS 1 I I I / z UPDATED TITLE BLOM WALL ANGLE // NE J KQ SAS/1? 1/ 4-20x9/ 16" ` TRACK BOLT AND P 1 or -ENS, •:Q CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT O: TRACK CUP * : No. 77945 Z' = Q '• STATE OF tS c40RIOP .•• ` S NAL ENG`• 1J I "``` Wayne DATE NAME WDalton. 4576 COUNTY IHIAG' 110 GARAGE 0 0 0 R S CACe 21/07 UT SHEET 2 OF 2 wouwt NW14 am RFEM43III FIE Ilium 3395 AOOISON DRIVE ORATNNG PART NO. REV. 0400101110lAl 11's paolobta ILY I 1410tGTa1 F IfteuCoMrlaucla1WT LS TRACK SUPPLEMENT CHART :80 E(D; "9' " 307494 P 11 Wayne Dalton. GARAGE DOORS 3305 ADDISON DRIVE PENSACOLA. FLORIDA 32514 8SO) 474-9890 Ko''% oy P. ' ,c uSF •ys No. 77945 S STATE OF 01VAL ENG`. MINWUscrum GMAITL A Karam. PC 4S„ COUM !OM Ma u0UNT W L o NL /L ImM43 n FL 117= FRUMOWL EMOINEM SE& 14KIVSg VOWWA11GY OF MNou" colismGOI REVISIONS P17 UPDATED TITTLE BLOCK ESC 6/15/17 MA M/ SFDOOR WIOTM SEE OETAL9 1, 2. AND 3 REOUIRED FOR VERTICAL P09T REINFORCING rrx HEADER LOK7t MOOMUM 2xS Q MEADER I= MWDIUM 2a0 03 LOCK ACTTBRACKETPBRACKETSOUTHERNPINELuu LUMBER. Ir a- 2) 3/11• SIMPSON W/TEKNO SCREW 4) 3/8' SIMPSON TI//TEN ND SCREW 4) 3/8' DIA. LAO SCREWS ANCHOR WITH A 1 WASHER AND ANCHOR WITH A WASHER ANO A MINIMUM E31BEDMEkT•OEM 1- 1 a' NAIVE MINONMEMBEDM1EkT• DEPTH OF 2- 3/4' AND A MINIMUM EDGE OF 2- 3/4• AND A MINIMUM EDGE L SMALL A MINIMUM PENETRATION OF DISTANCE OF 2-3/4'. DISTANCE OF 4'. 1-9INTO THE MAW l SUPPORT MEMBER DETAIL IMPSI MINIMUM71f1CRE'M DESIGN L MA IM YINSIIIY9fM0C9 L11nLtm emu tlGg' MAXIMUM DESIGN LOAD 1 ME MAI [CN LOAD OAiE NA1IE CAPACITY 2085 CAPACITY OF2400LBSCAPACITYOF2430LBSDRAWN511. 11 SHEET I OF 2 CHECKED JAMB CONNECTION SUPPLEMENT DRAWING PART NO, I REV, 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIOA 32514 850) 474-9990 MN 2=0 PSI 99.TF: MAX A LOAD MAY EX GN 2 f 7/4- EDGE 1 7/n- sMPsaN nTEFI MD. 2-7/4- YN EYBED. WN r BE71AM JAMB BRACKET LOCATION JAMB BRACKET 1 /4-zos/1e• 1`RAoc 6OLT AMo 1/4-20 HEY N TRACK 1HRECT CONCRETE YONNTINO OETAR P cr sF • 4 ' No. 77945 G' f STAB OIE{'A4 A Kdh{DI. K aW COUNTY ROAD 140 7711 m MOPE K 0111nrnEefYPt ae PRMMONAL 0ICN101 SEAL PWAM OHLV FOR YIORIA" " OF {T mw CORIRYCNOC N.Td i MN 2 { 4 SPf (fti0.42) OR BETTER WAL1 STLIO HM MAX ALIAWABLE fASTE1IER LOAD YAY EKCEEO THE OESION LOAD OF THE STRUCTURE. OESIOM Of SUPPORTING STRUCTURE SNALL BE THE SOLE RESPONSIBILITY Of THE PROFESSIONAL Of RECORD FOR THE STRUCTURE 5/1e- LAO So" 4 wm 1-9/32-- EY/BE)D N CENTER OF JAMB BRAdfEi FCHLWAORTION JAMB BRACKEf 1 4gO.1 e• ACK BOLT AND 1/4-20 MEY N 7RACK OCIEC:T YKIM ufLNRN[- OETML MAY {10 LBS PER LAO E1CRUETI JAMB CONNECTION SUPPLEMENT P17 UPDATED TITLE BLOCK ESC 0/15/17 ORAIRING PART NO. I REV. 324620 i 1/2/2018 Florida Building Code Online Business role.s sionaliR,evaul!Tlfli on BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Slats 8 Facts I Publications I FSC Staff ' BCIS Site Map I Unks I Sean d Ro - r product Approval USER: Public User I Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # FL19715-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Silver Line Building Products Corp. One Sllverline Drive North Brunswick, N] 08902 6S1)264-4178 Nicholas. KoppOandersencorp.com Nicholas Kopp Nicholas.Kopp@andersencorp.com on Berrian One Silverline Drive North Brunswick, N] 08902 732)435-1000 lonberrian@slbp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden 1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 I I Sections from the Code https:/tfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDgtvA°,62bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1/2 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # I Model, Number or Name 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVH2:: No Approved for use outside HVH2: Yes Impact Resistant, No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant. No Design Pressure: N/A Other, See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Description Extruded Vinyl Single Hung Window Installation Instructions FL1971S R3 If SWD002 SS 2017-06-IS.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party, Yes Evaluation Reports FL1971S R3 AE PER487S SS 2017-06-14.odf Created by Independent Third Party: Yes Installation Instructions FL1971S R3 II SWD012 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL1971S R3 AE PER4807 SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL1971S R3 II SWD010 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL1971S R3 AE PER480S SS 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL1971S R3 fI SWD011 SS 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL1971S R3 AE PER4806 SS 2017-06-14.odf Created by Independent Third Party: Yes B k N L The State of Florida Is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wit supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Iicen! under Chapter 455, F.S., please dick here . Product Approval Accepts: ff]® E' 0 Credit Card Safe https:/Moridabuilding.org/prlpr app_d0.aspx?param--wGEVXQvADgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 212 ONE 11) INSTALLATION ANCHOR 6 REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS OE ICTED 6 THE MNIMUMNUMBEROfANCHOR& TO BE USED FOR PRODUCT IS OF THE MAXIMUM SITE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE Of JkIA INCH THE DEPICTED LOCATION B; SPACING IN THE ANCHOR LAYOUT DETAILS I.E., WITHOUT CONSIDERATION Of TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NOR. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHtM(S). MAXIMUM ALLOWABLE SHIM STACKTO BE=INCH. SHIM WHERE SPACE OF 1/181NCH OR GREATER OCCURS. SNNI(SI SHALL BE CONSTRUCTED Of NIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE III WOOD SCREWS OR 11 GAUGE ROOFING HAILS OR IOC COMMON NAILSOf NT EENGTH TO ACHIEVE 1• INCH MINIMUM EMBEDMENT INTO WO00 SUBSTRATE• INSTALLATION SHALL MAINTAIN MIN.3/B' EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE III SELF -TAPPING SCB[XNS, Of SUFiIOENT LENGTH TO ACHIEVE A MINIMUM OF 3 N N N BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/9' EDGE OISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO W000 FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I.1/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUG( TO CONCRETE/MASONRY, OR DIRECTLY INTO CONQWWMASONRY, USE 61NCH DIAMETER ITW TAPCONS OF SUffICCNT LENGTH TO ACHIEVE %-V4 INCH MINIMUM EMBEOMENT. INSTALLATION SMALL MAINTAIN MIN. 13/4' EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS Of SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 rMRLkft PENEII RATION BEYOND METAL WALL• MINIMUM EM810MENT AND COGC DISTANCE OICIUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, MILK VENEEf1 AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST RE MADE Of CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 6EWA& NOTES L THE PRODUCT SHOWN NERELN 6 DESIGNED AND MANUFACTURED TO COMPLY VMTHE 6TIH EDITION FLORIDA BUILDING CODE (FRCL OLC UDING HVIIlAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA WOMA/CSA 101/IS.2/A440-WlI 2. ADEQUACY OF THE OnTING STRUCTURAL CONCRETE/MASONRY, IX FRAMING, AND METAL FRAMING AS A AWN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPUEO MOOLHR WADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR TILE PROJECT OF INSTALLATION. I. IX AND 2X SUCKS (WHEN USED) SMALL 6E OESIGNEO AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. a. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONORIONS 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 N NON•HVHl AREAS N HVHi AREAS. ONE TIME PAOOUCT APPROVAL TO RE OBTAINED AtOM M"U-RAW REIN OR AH. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC FOR HOLLOW BLOC& AND GROUT ALLEO BLOCK. 00 NOT INSTALL 7. IN ACCORDANCE WITH THE GTH EDITION FBG WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 6 MEASURED COMPONENTS SMALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE Of BLOCK OR EDGE Of MORTAR JOINT INTO $ACE SHELL OF OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK CHAPTER 23. INSTALLATION ANCHORS SMALL RE INSTALLED W ACCORDANCE WITH ANCHOR L GLASS MEETS THE REQUIREMENTS OF ARM E 130D MANUFACTURERS INSTALLATION INSTRUCTIOHL AND ANCHORS SMALL NOT BE GLASS CHARTS. SEE SHEET G FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES A. WOOD- MINIMUM SPECIFIC GRAVITY OF OSS. L CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF IWO PSL C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM G40 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL O. HOLLOW SLOCK CMU • UNIT STRENGTH CONFORMS TOASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF IWO PSL E. STEEL. MINIMUM TIELO STRENGTH Of 33 CO. MINIMUM WALL THICKNESS OF 47A MIL (0.0478' oI 18 GAUGE). MIN, 1/r EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063•TS. MINIMUM WALL YHIOWESS OF 1/10. MIN. Vr EDGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEET DESCRVTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS a VERTICAL 6 HORIZONTAL SECTIONS (NAIL F'>M 5 VERTICAL 6 HORIZONTAL SECTIONS (nBLOUGH MAAAE) A HORIZONTAL SECTIONS. BUCE INSTALLATION, 6 6LA=NG DETAIL RELAX OVERALL SIZE OESIGN PRESSURE MISSILEWIDTHWACTRAT" HE36HT 36- Ba' O/X 35 / -35 PSF NON ENACT 3r Or O/X 50 / •50 PSF NON WACT 38' 7a• O/X 50 / -50 SF NON WACT IV 7T O/x 35/-1505P NON WAR M' 62, O/X 50/-50 SF NON WAR 48' 7r O/k 35 / -35 PSF NON WAR ae' Ba' DIX 20 / -20 PSF NON ENACT sr 7r O/X 25 / •25 ow NON WAR 36- 63.7Y CIA (ORIEL) 35 / •35 PSF NON I//iACT 4r 96' O/X (01M) 20 / -20 SF NON WAR 72' w O/XO/X 35/-35 PSF NON WACT 7r Ba• O/XO/X 35/45 PSF NON WAR 76• 6r O/XO/X 50 / •50 PSF NON WAR 76' 7r O/xO/x 50/-50 SP NON WAR 76• 77' O/XO/X 25 / 25 PSF NON IAVACr SO, 74- O/XO/X 35 /'35 Pff I NON IMPACT 96' 74' O/XO/X 30 / -30 PSF NOON WACT l00' 6r O/xO/XO/X 50 / -50 PO NON WAR low 7r o/x-o/X-O/x 50 / -w PSF NON WAR 108' Ba' O/X-O/XO/X 25 / 26 PSF NON WAIT DORY NBIHC 6y H mN F. NMWL P.S. Rasnac I = am " IAn doo c NR FL#: FL19715Dom: 2M?.DB151&lift 49W Silverline a/lndersen K711 I•aa••. Pa Ai NR{summ wRAM w1N Lswswal w oL1m ITG.M US11OD G CON 92 J U7 Z Ix 2 Ufa n yj OF 6 MAX. fR NE26HT MAX FRAM HEIGHT 9! MAX. FRAMEI— WrbTH 4W ELEVATION SINGLE HUNG WINDOW MAX. FRAME WIDTH 96' " ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONRGURAMONS FOR ALL nft.4 01 RATINGS. SINGLE uNlrcotouwuTIONs QUALIFIED CONFIGURATIONS ARCHTOP comnGulumoNi FOR ALL an -an RATINGS. TW WUNR CONNGURAmNS MAX FR. HEIGHT L MAX. FRAM HEIGHT 94 MAX FRAME WIDTH 4e- ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME WIDTH LOB' -'I TRIPLE SINGLE HUNG WINDOW Silverline IlA dunen Iry rur.u N* N6%*r.w ILH74m wt pfAUl100 n A H { Ny z< 3 N W G w Ioo;' l luu. SN2 I OF OF6 1, 2' MAX FROM CORNERS 11' MAX-T O.C. ll' MAX O.C. 2' MAX, FROM LCORNERS IQR. M••f'11QT0 AT0 VA VKAuoolio3AR oc ATw-.e,iAa.AlmlOa ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW 6- MAX 1 2W MAX. O.C. L W MAX FROM CORIMERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW FROM --{ —• 4 1/2' MAXCOFROMIrIrO.C. 4 1/2' 0.1 2' MAX FROM CORNERS h__ 4 L/2' MAX, O.C. ANCHORLAYOUT NAIL PIN - TWIN SINGLE HUNG WINDOW t' MOM MAX —^'{ •{ •.-- CORNERS 1r I I 6'MAX O C. 6' M 0.4 I` MAX FROM CORNERS MAX ANCHORLAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW FROMr 20' MAX CORNERS O.C. 6' MAX 6' MAX. FROM 12' MAX. FROM { — 1 1 12 3 MAX CORNERS r I---j- O.C. CORNERS I I 0. O.C. FROM ANCHOR STRAP 6' • r CORNERS PIN 50.2"5-2 FROM ANCHOR STRAP SEE SHEET 5 FOR DETAILS CORNERS P/N 50-2"5-2 SEE SHEET 5 FOR DETAILS ANCHORLAYOUT ANCHORLAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW T- T 16 1/2' MAX. 161/P MAX O.C. O.C. L 6' MAX Silvehine KAn&' -r" g7V uw•uA• am%ZVOLIP4 NmT-Ml"s% "fO/At wi cM.rsmo z n 2 aoi§ z $ h sa W z uJuJI a Nv<; N! N < W r vGgo a FIFII IIIILLL``` ; I v = h 2G vs tl: SWD002 IeEr -4 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/2• MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS e .; 2X WOOD BUCK BY OTHERS SEE SHEET6 FOR CONNECTION DETAILS 3/8• MIN. 8 WOOD SCREW EDGE OIST. INSTALLATION ANCHOR EXTERIOR FirQSH BY OTHERS 1/4• MAX. PERIMETER / SEALANT / SHIM SPACE O.A. BY OTHERS UNIT HEIGHT EXTERIOR INTERIOR i SEE GLAZING DETAIL. SHEET 6 g VERTICAL SECTION Q HEAD • 2X WOOD BUCK NAIL FIN SEE 6LAZI46 DETAIL. SHEET6 EXTERIOR INTERIOR O.A. UNIT HEIGHT / PERIMETER SEALANT BY OTHERS 1/4MAX EXTERIOR FINISH SHIM SPACE BY OTHERS tee WOOD SCREW INSTALLATION ANCHOR 3/ 8' MIN. WOOD BUCK BY OTHERS EDGE GIST. SEE SHEET6 f0 p. CONNECTIONDETAILSCAULK BETWEEN a, CONCRETE/ MASONRY 3NCRETE/ MASONRY 6 2X OTHERS W000 BUCK BY OTHERS 1• MIN.BY EMBEDMENT 42) VERTICAL SECTION Q slu•2xWOOD am NAIL FtN Silverline to- Andexn eara. aaaaa at avtawl agmomar*4m: vrtcc w oamtM.Ostl ul. woo u n La• MAX MIN. 3/a• EDGE DISTANCE 3 7 •Z+ n S T SHIM SPACE N a SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS u i' " C 4 m L. SEE 6LAaN6 PENETRATION BEYONDvi DETAII.SHEET6 METAL STRUCTURE a W N WSG 0 INTERIORUS6R. 5 SELF-TAPPDW SCREW INSTALLATION ANCHOR d METAL STUD BY OTHERS. e SEE SHEET 1 INSTALLATION NOTE 10 m J EXTERIOR FINISH BY OTHERS7 EXTERIOR PERIMETER SEALANT 0 BY OTHERS ZO O.A. m UNIT WIDTH w oe G W C HORIZONTAL SECTION Q JAMS • METAL STUD NAIL FIN 45 rn-`ILr is C U Vl u: W0002 T. 4 OF 6 u10 W000 SCREW 3/a• MININSTALLATIONANCHOR EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERSCONCRETE/ MASONRY BY OTHERS E SHEET 6 FOR 1/4• MAX CAULK BETWEEN a DETAILSOETALSHIM SPACE CONCRETE/ MASONRY • ' • •. SASH REINFORCING BY OTHERS ' ' SEE SHEET 6 FOR REQUIREMENTS SEE 6LAZiNG 1 MBE MIN. DETAIL SHEET 6 EXTERIOR FINISH •. EMBEDMENT BY OTHERS INTERIOR PERIMETER SEALANT_ BY OT4ER5 O. A. EXTERIOR UNIT HEWHT f SEE GLAZING 1` DETAIL. SHEET 6 t 1/4• MAX SHIMSPACEINTERIOR C VERTICAL SECTION 5 HEAD -2X WOOD BUOE THROUGH FRAME SEE 6LAZIN6 DETAIL. SHEET 6 IEXTERIOR O. A. UNIT HEI6HT PERIMETER SEALANT By OTHERS INTERIOR ANCHOR STRAP, AT TWIN 6 TRIBE CONFTG. ONLY. SEE PLAN VIEW -ANCHOR STRAP P/ N S0-2"5-2)' OETAX AT RWHT FOR INSTALL. REQ. 1/ 4- MAX i r- SHIM SPA EXTERIOR FINISH By OTHERS a 1 1/a• MIN, e EMBEDMENT PRECAST SILL _ a BY OTHERS a 3/ 16• ITW TAW-ON INSTALLATION ANCHOR a 6/ 4• MIN! EDGE DISTANCE p VERTICAL SECTION 5 s11L-coNa1ETE nAsoNaY THROWN FRAME EXTERIOR 0A UNIT WIDTH MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2• EDGE OISTANCE u10 6R. S SELF-TAPPD* SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED l- MULLION BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS rF-` HORIZONTAL SECTION 5 lAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) Sn4 PANCAKE HEAD SCREWS FROM STRAP TO q 0000 4.0000 FRAME. HOLES PROVIDED 2. 000442. 0000 TOACCOMODATE #14 WA. 0. Soo 0. 0620 0 ) a= 2) 6.0000 INSTALLATION AN04MS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (PM 50-2995-21 OPEM46. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHOAD46 R UIREMENTS: A- FOR INSTALLATION TO MASONRY, USE (4) 3/16• ITW TAPCONS PER STRAP, MIR 1-1/4• EMBEDMENT. MIN.1-3/4• EDGE DISTANCE S. FOR INSTALLATION TO -METAL STUD. USE (4) #10 SELF-ORMLms SCREWS. 6R. S. PER STRAP. MIN. 3 THREADS PENETRATION. MIN, 3/4• EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1- U2• EMBEDMENT. MIN. 1• EDGE DISTANCE. SdI- An rig 1 44W4.44• a.[ 4a.Eft" MAW raTMruc. RccwEe a M ( 7'a.1110e0 Zm 8 au mi s sn a Gym A a WLu. mGZ N 4 o m AA f e mN m2 vt ty+ 2 Ja + VG U: SWD002 HEET: 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW Folk REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION MEMUG ST18 6 INTERMEDUITE FRAME MULU" I- ALUMINUM SASH REINFORC[ NG LS REQUIRED FOR THE FOLLOWD46 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). DESIGN PRESSURE •/- 50 PSF 38 X 77. (O/X). OESI6N PRESSURE •/- 35 PSF 72 X 64, (O/X-O/X). DESI6N PRESSURE •/_ 35 PSF 76 X 72. (O/X-OM. DESIGN PRESSURE •/- 50 PSF 108 X 62. (O/X-O/X-OM- OES16 N PRESSURE -/-50 PSF 108 X 72. (O/X-O/X-OM. DESIGN PRESSURE 4-50 PSF J C - STEEL INTERMEDIATE FRAME 'LARGE- REINFORQNG IS NOT REQUIRED FOR THE FOLLOWING SME/RATINGS: 76 X 62. (O/X-OM, DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING S=E/RATIN6S; 76 X 62. (O/X-O/X). DESIGN PRESSURE •/- 35 PSF SilaerLinetNon. de ALL 6 CONFIGURATIONS SHALL COMPLY SAFEWITHSAFETY GI tZIN6 REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. off uwAftwwaomcaoemw.w ra w aw fte (PA 06-wo j----- 5/8' O.A. I.6.6LA55 EXTERIOR /' INTERIOR p MIN. GLASS RITE v2• O1/8' SETTING BLOCK 6LAZIN6 DETAIL I NOTE: LLOCATION OF BUCK OR WINDOW ANCHORS MAY Be ADJUSTED TO MAINTAIN t• MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX O.G. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK, 1/41 ITN TAPCON ANCHOR 4• FROM CORNERS I6• MAX O.0 THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS I v4• MIN. EMBEDMENT t 1/2• AUX EDGE DISTANCE 2• MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL g;5 A 2 3sn r^ ix$ TT N N d X W= L rru11 ae 2 m t i• LJ<m A Z at Wat mC`12 N=~ tod F c a cN y71 <h ca 3 v= HZc OW61C 5 W D002 SHEET: A ,QF 6 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 61h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09 -04'00' 0%Ittllr/////,.. O 7 cc = F••'•••......••.• G`. 0NAL %% HermesrofJ1i?o, 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)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report Nb: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method id 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 6' 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 6"' Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 61h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A Perfect Solution -in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/OS/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E72SO.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. 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 1.2S" 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 r Business & Professional Regulation r efts Home i Log In I User Registration I Hot Topics I Submit Surcharge I Stats B Facts I Publications I FBC Stag I efts Site Map I Unks I Search I Florida ii\\.. Product ApprovaldRUSER: Public Useropr Product Approval Menu > Product or Aoolicatlon Search > Application Us t > Application Detail FL * FL13192-RS Application type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 2S0 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 RS COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RIO-26928-17 ASTM C1186 eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 RS It CemPlank-Installation.odf Approved for use outside HVHZ: Yes FL13192 RS It ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS 11 ER RIO-2687-17 Plank Shingle to CMU.gdfImpactResistant: N/A FL13192 RS II ER RIO-2688-17 Plank WSP Sheathina.odfDesignPressure: N/A FL13192 RS tI NOA 17-0406.06.odfOther: For use In HVHZ Install in accordance with NOA 17- 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shinale to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS It ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 RS II ER RIO-2688-17 Plank WSP Sheathino.odfImpactResistant: N/A FL13192 RS It HardiePlank-installation.odfDesignPressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- FL13192 RS II NOA 17-0406.06.odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathino.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles Aber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 RS It ER RIO-2685-17 Shinale Wood Metal Approved for use outside HVHZ: Yes Frame.odf Impact Resistant: N/A FL13191- RS II HardieShinale-Installation, adf Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2685-17 Shinale Wood Metal Frame.odf Created by Independent Third Pang: Yes 13192.4 HardieShingle Panel Aber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 RS tI ER RI0-2685-17 Shinale Wood Metal Approved for use outside HVHZ: Yes Frame.odf Impact Resistant: N/A FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 RS tt HardieShingle- Installation, adf DesignPressure: N/A Other: Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2685-17 Shinale Wood Metal Frame. odf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVH2: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS it ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVH2: Yes FL13192 RS 11 ER RIO-2688-17 Plank WSP Sheathing.odfImpactResistant: N/A FL13192 R5 II NOA 17-0406.06.odfDesignPressure: N/A Other, For use In HVH2 Install in accordance with NOA 17- FL13192 RS 11 Prevall-Lao-Sldlno--Installation.odf 0406.06 VeriFled By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathina.odf FL13192 RS AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e•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 SS0.487.139S. *Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an 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 dldcb=. Product Approval Accepts: G-1® Credit Card Safe Florida Product Approval Prevail'" Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAIL MULTIFAMILY SIDING PRODUCTS Lap Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH 0 TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. The manufacturer is not responsible for damage caused by improper storage and handling of the product. Q CUTTING INSTRUCTIONS OUiDOORS 1. Pmft doting Mon so that wbd will blow dust an imm user and others In vuldrig area. 2 Use one of liter idlowing megnds: a. Best 1. Score and snap i. Shears (manual, eleft or pneumafu:) b. Belden: 1. Oust reduci m droller saw eaulmed wbh a Hardlebladen saw blade arx a Good: 1. Oust ratk&C dralar saws 0* use for low to moderate INDOORS t. Cd ony usbg score and snap, or shears(manual, dedrk ar pneumatic). 2 Posifon culling delim In weauen8aled area NEVER use a powernawUdcas NEVER use a dradar saw blade gal does not aartrtyy the Hafdfeblade sew blade trademark NEVER dry sweep -Use wet suppression at HEPAVho= Impodant Hale: For rtaldmom protection (lowest respirable dust production), the Marrutacturer recommends always usl g'Besr-level ai tg melhods An feaslole. MOSHapproved respirators can be used in eonjuncfim with above g prar8ces le turiher reduce dust exposures. Addilional exposure Wormadon isavallable at vnrw.pmttaRsiding oom lo frejr you determine liter most eppropdataawl g method for yourjob mq&emeds If ooncem still edsts about exposure levels a you do not comply with the above praclim you should allays eonsun a quaWW Indusllfal hygleald or contact life Manufacturer for War Wormador. smarm GENERAL REQUIREMENTS: Prevails lap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. Prevail"' lap siding can also be installed over foam insulation/sheathing up to V thick. When using foam insulation/sheathing, avoid over -driving nails fasteners)mhich can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. A water -resistive bander is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install Preval'u products with a minimum 6' clearance to the finished grade on the exterior of the building or in accordance with local building codes If greater than 6' is required (fig. 3). Maintain a V - 7 clearance between PrevailTM products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 1/4' clearance between Prevalru products and horizontal flashing (fig. 7). Ensure gutters have end raps. Maintain a minimum V gap between end raps and siding Figure 1 Double Wall single WallAtrim (fig.8). Construction Construction Install klckout flashing at roof -wall junctions (fig. 9). sislive hbracing AdjacentfinishedgrademustslopeawayfromthebuildinginaccordancewithlocalbanterIeN24' o.a max. n bras building codes - typically a minimum of 6' in the first 10'. ONlog Do not install Prevails products, such that they may remain in contact with standing water. Prevals lap siding must be installed on vertical wall applications only. DO NOT use stain on Prevail"' products. 14 For larger projects, including commercial and mulfidamly projects, where the span of the wati is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found In the Technical Bulletin 'Expansion Characteristics of James Hardie® Siding Products' at www.Jamegiardie.com. INSTALLATION: JOINT TREATMENT Required for Factory Bulk ColorRnlsh, Recommended for Primed product) It is not recommended to use caulk at field butt joints. Figure 2 water-reslstive barrier joint flashing'- g o plank from edgoo Vemts2n water•resisdvebaffler IncJag planks lomodere contateller k'starler sWp to sistent plank angle Install factory finished edges together at butt joints. leave appropriate gap between planks and trim, then caulk"' As required by local building code "'Apply caulk In accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA OUST PnmP prodrms contain respirable crystalline silica, which is Woven to the State of California to cause cancer and is considered by [ARC and NIOSH to be a cause of cancer from some 000upatkmal sources. C= d excessiveamounts of respirable sties dust can also cause a disabiklg and potentlagyfatal burg disease aged sltioosB, and has been linked rn'th other diseases. Some studies su8gest smoking mblade and appiableenlregulations and manufacerter irrstnrctions m (usher Ilmit respkable s0a exposures During cleanup, use HEPA vaarums orwet deanupmethods -never dry sweep Far further I domnagon refer to our Irulellation Instnrdlerrs and Materiel Serfery Ogle Sheet avagahle al wow.gevygsiding mm or by sling 1.877.23&7528. FAILURE TO ADHERE TO OUR WARNINGS, MSOS, AND IN; TION WSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL WJURY OR OEATfk. +amp PR1007-P114 7110 South CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 3 watearessuva harder 1 concrete foundation Vaft Nge lap siding Maintain a 114" clearance between the bottom of PrevailTM products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not Caulk 1/4 gap sidin hing Maintain a 1" - 2" Maintain a 1" - 2" clearance clearance between between Prevail' products Prevail'" products and • arid'deeking material. paths, steps and Figure 5 driveways. Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure a gutter and and rap FASTENER REQUIREMENTS" fascia dedc material 2' At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1" - T clearance between the roofing and the bottom edge of the siding and trim. Figure e 11 1r-r Figure 9 KICKOUT FLASHING Sm°<, ' Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with Mrmfn "' step flashing. Where the roof terminates, s ladWA install a kickout to deflect water away fromRuNng ong the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashingt To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickour of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTm lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James HardieTechnical Services if you are unsure of applicable compliance documentation. wale I ure 10 Figure 11 Minimum overlap for Both Face and Blind Nailing min. 1 1/4" overlap 24" — O.C. max. 1 1/4' min. overlap I 1 Ot I-- 1 o YT face nail water-resisWe barrier Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. t The Illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.Iconriine.com. Also see General Fastening Requirements. P214 6110 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro•galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevail"' products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING PrevailTM products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening Is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where. Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, il 0addnaddnaildo not under oo Nor Figure A Figure B drive nails sT" LE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on Prevail"" products. complying with ASTM C920 Grade NS, Class 25 or Prevail"' products must be painted within 180 higher or a Latex Joint Sealant oompt ng with ASTM days for primed product and 90days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulkirig/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions or ASTM C1193. paint manufacturers specifications. Bads - rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Prevail lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAILTm SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oil/alkyd base paints on Prevail"' products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SO I SO =100 sqA) 5114 exposure) 4 PREVAIL" LAP SIDING WIDTH 61/ 4 7 U4 71N 8 5 6 6114 6 314 8114 7 9114 8 9112 8114 12 10 314 1 25 20 17 18 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 1o0 96 89 a8 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 107 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 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 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product RECOGNITION: PrevailTM lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405.17.2; and the 2006 International Residential Code® for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7/10 South 0 2010 JHTL AD rights reserved. TM, SM, and ® denote Additional Installation Information, PREVAI LtredamadmorregisteredtrademadcsofJHTL. Warranties, and Wamings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 1 /2/2018 Florida Building Code Online Business 8 Professional Regulation SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications ; FSC Staff SCIS Site Map Links Sear. Florida r c1i•" Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL * FL12194-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC1S001.3 2017 FBC Evaluation Report Q4 T4 Soffits_ final.ndf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:llwww.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDquk24AUC%2(EHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1 /2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL' # Model, Number or NameDescription j 12194. 1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.gd Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04' Soffits final.odf Created by Independent Third Party: Yes Back Next The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Iken- under Chapter 4S5, F.S., please click here . Product Approval Accepts: ME- M Credit Card Safe https: lAwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES Enti Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC Soffits' TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16„ 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. f(SI RpJ#, No 74021 cc STATE OF •4U- Off. Ac P, : to fill, CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04f00t Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, not will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit— 12-incho.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001. 3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location Fastener Fastener ALUMINUM COILS, INC . Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 ApprovelkaLems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J4 A roved S stems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 Approved Systems for 24-inch Overhang with J-Channel 77771 Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 072-inch dia. x min. 3/16- 0 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail l40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel l nellapphead dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J 1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/ crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. aced 8-inch O.C. spaced head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch O.C. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 63.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC . soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel 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 1617-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nailchinchail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6spaced8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC . Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F 4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC . soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. , - One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 360 ininch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or a . /. - One (1) 18 g, anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. i63.3 inch x 7d ring pattern spaced 16 min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12F-3 Min. 1/0" head din. nail with min. 1)G" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood . Conc-- or Block w FASCIA LIP 1 /4" MIN STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 n, SOFFIT STAPLE OPEN RAFTER 3/4• x 1/a• ; L_1 DIAMOND PATTERNCROWNSTAPDETAIL USING A DIAMOND 3'r WTI scats PATTERN FACIA BOARD i FASCIA CAP LL___ 12F-2 3/ 4• X 1/4• CROWN FACIA BOARD 8. 1- 3/4" TRIM NAIL r-r STAPLE ON CENTER 1- 3/4" TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAP INSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT— max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL jrALC150D1. 3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER nN%n SOFFIT STAPLE Dlsr DIAMOND C, DETAIL PATTERN FACIA BOARD It yr Kr -TM i STAn.Es 3/4- X 1/4- CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 HIM 3/4' X 1/4- CROWNFACIA 8' 1— CFUWNEL BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER jS.S. PscrewedtosoffitPAINTEDone(1) A8 x S.S. 48'with FASCIA CAP 1/2• x 3/8• head diameter screw, O.C. 3/4' X 1/4' 16• o. c. CROWN STAPLE SOFFIT —max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIN NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD N sA S/tr t-w 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER oo TO SOFFIT i FASCIA OETAII F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 1%" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFITn„ SOFFIT STAPLE OPEN RAFTER 3/4' x 1/4• i DIAMOND PATTERNIIDETAILCROWNSTAPLES ; J USINGADIAMONDL.• st wts i PATTERN FACIA BOARD ` 01 ofFASCIA CAP 16F- 4 3/ 4- x 1/4- CROWNJTRIMMLFACIA BOARD 8' 1 STAPLE ON CENTER 1- 3/4' TRIM NAIL P'F' CHANNEL CAW BE PAINTED S.S. 48'INSTALLED G1P WITHTHEO.C.FASCIA NAILING FLANGE UP OR 3/4' x 1/4' DOWN CROWN STAPLE SOFFIT-• 16-inch span WOOD S SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001. 3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S----\ FASCIA CAP SOFFIT 1"4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4' CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND 16F-2 & PAT DETAIL SOFFIT STAPLE _ 16F-6 DIAMOND PATTERN / DETAIL FASCIA CAP; REFER / \ oo TO SOFFIT i FASCIA F' CNANNEI DETA4 SOFFIT; MAX. 16' SPAN MOOD \ / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4' X 1 /4' CROWN STAPLE '24' ON CENTER USINC A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4- TRIM NAIL] PAINTED S.S. 48" O.C. SOFFR—max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B V ; `, SOFFIT STAPLE DIAMOND PATTERN 1 j L DETAIL FACIA BOARD yr snug 1 sn nts i ASCW CAP 3/4- X 1 /4- CROWN 1-3/4' TRIM NAILSTAPLE 'B' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PANTED S.S. re}' CROWN I FASCIA CAP STAPLES SDFFIT USING A DIAMOND PATTERN; REFER TO 1'.1' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAL I {'' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 ra' CROWN STAPLE -- FASCIA CAP; REFER TO SOFFIT i FASCIA \ 0E1All NoeSYP Batten Anchored to SOFFIT; MAX. 24' I 3/8' F- CMANNEI Rafters tawith one Td Ring Shank Nail at very Rafter / I WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PANTED S.S. SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT 1-.J' CROWN STAPLE 1 }' TRW NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1-.1' CROWN STAPLE FASCIA CAP; REFER 10 SOFFIT A FASCIA DETA0. Nommt rar sTP Batten Anchored to SOFFIT; MAX, h' F-CHANNEL Rafters Qh oft ld Ring Shank Had at every Rafter MOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRW NAIL FASCIA BOARD PAINTED S.S. I&GA ' T-NAILS I FASCIA CAP SOfFti re!' CROWN STAPLE 1 t' TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT L FASCIA OETAIL 24F-3 & 241F-6 1'Q' CROWN STAPLE FASCIA CAP; REFER to SOFFIT i FASCIA DETAIL Nominal rsY SYP Batten Anchored to SOFFIT; MAX. it' F-CHANNEL Rafters rith one 10 Ring Shank Nil at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC . Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'4' CROWN FASCIA [AP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED T r' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD 00, 1 f- taw NAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 & rq- CROWN STAPLE 24J-2 fAS[IA [AP; REFER '— TO SOFFIT t FASCIA DETAIL / \ baLwed nH 1' r SVP Dellene 6- netween rafters otw SOFFIT; MAX.2S- 3/8 1-CHANNEL wW one (t) 7e m/ shank nell stnght4naaeo Rough the rafter bw the ono I MD00 SUBSTRATE or me oanen or two (2) 70 / M1tp stunk natle ta"alleo on \ - cow side or Um banem at Um — oaneNnfter ntenectm / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, ll, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. V„ 1, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. B. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Heightfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 Exposure C Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140- 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 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 37.6 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108A 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 r60 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 1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 4L&4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 318" J-Channel 3/4" -- - 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-116 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM r 1/4" T 6"FASCIA i" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC - Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 D24 W0 18' BLANK 3 / 8 PROnL.E ola000 000nu 00000 0000 , 0000 a000 ALUMINUM COILS, INC Soffits Appendix D ALC15001 3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC . Soffits Appendix D 3 VC //O 1 3 I/o rro 3 I/o 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 13.75" BLANK 3/8" PROFILE xnrwv 050.7VP D iS lYP o.x•m DDDD 000 000ao 0000 00000 ooao END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (OUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Ea& Resort No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. S. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,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 in2Ain.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in Ain.ft for the 'full vent' configuration and 4.2 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 01111111/8," RY R. P ... G, Q.••.\'G E NSF• No 74021 r i • i 1D '.• STATE OF QJ A, OiFsi•40F11 `% i,&/O N * * % 181111110 CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 y,..,.orwerw• w.. 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC - Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location if - Fastener Fastener Location 11,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved S stems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 340.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel l nellapphead dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 353.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.t/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch ocand securing each finishing nail with min. 3M6- i53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. Max. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F- 3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/ 16-inch head dia. trim nail 26. 6 inch o.c. O.C. spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F- 4 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 343.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.6 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC' soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood alegstaplespaced 8- finishing nail with min. 801-90 diamond pattern inch x ring One (1) min. 1.75-inch inch o. 3/16-inch head spaced spaced 16-inch o.c. shank nailchinchail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1l4- One (1) min. 1.75-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2 25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80124F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nailchinchail One (1) min. 1.75-inch each panel lap 16-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o c nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. , - One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg s taple spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. /.- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- ace min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nailchinchail inch ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/8" head dia. nail with min. 1g" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block subs rate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM 12F-1 8 I I I II F' CHOANFNELIT ( OVERHANG WIDTH VARIES) 12F-3 wood, Conc,-- or Block W FASCIA LIP 1 /4" MIN STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. 1—PAINTED S.S. 1 3/4" TRIM NAIL 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 n, `, SOFFIT STAPLE OPEN RAFTER 3/a• x 1/a' ' DIAMOND PATTERN D TAI LL31WCROWNSTNPLES ; ' USING A DIAMOND stems i PFACIA BOARD O i FASCIA CAP 12F-2 FACIA BOARD 1 3/4' X 1/4' CROWNjS.S. 8' STAPLE ON CENTER 1-3/4' TRIM NAIL PCHANNELCANBEPAINTEDS.S. 48' CAPINSTALLEDWITHTHEO.C. FASCIA NAILING FLANGE UP OR 3/4• X 1/4' CROWN STAPLE SOFFIT— max• 12-inch spanWOODS SUBSTRATE SOFFIT &FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE oIST STOUS I ; DIAMOND 1 DETAIL PATTERN FACIA BOARD ctvta i 3/4' X 1/4' CROWN STAPLE '24' JTRIMNMAIL ON CENTER USING A DIAMOND PATTERN FASCIA CAP 3/4' X 1/4- CROWNFACIA STAPLE '8' ON CENTER 1— CHANNEL BOARD 1-3/4' TRIM NAIL P: crewed to ooffit with one(1) 8Bx PAINTEDS.S.48' FASCIA CAP 1/2" x3/B" head diameter acrew, O.C. 3/4' X 1/4' 16" o.c. CROWN STAPLE SOFFIT —max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t- TRIM MAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT I'll- CROWN STAPLE OPEN RAFTER FASCIA BOARD N fJ S/B' 6NLl 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL F' CHANNEL SOFFIT; MAX. IV SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 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 Min. 3/8" head dia. nail with min. i;:" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 Lj SOFFIT STAPLEOPENwr 3/4' x 1/a' ;L-1; DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND t I I PATTERN FACIA BOARD I FASCIA CAP 16F-4 3/4- X 1/4' CROWNJTRIMMLFACIA BOARD 8' 11-3/4' STAPLE ON CENTER TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED CAPWITHTHEO.C. FASCU NAIUNG FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT—• 16-inch span W00D S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC ' Soffits Appendix B System No. Installation Detail 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'Q. CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'ai' CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 8 PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL Pj"'FASCJIA oo CAP:REFER TO SOFFIT& FASOA F' CHANNEL DETAIL 3/ll SOFFIT; MAX. 16' ISPAN w SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Ur Kr-M , SOFFIT STAPLE 01ST 1L DIAMOND DETAIL PATTERN FACIA BOARD air r<rvm i srs 3/ 4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J- 13: 8 3/4' X 1/4' CROWNFACIA 8' 1NEL BOARD 1- 3/4' TRIM NAIL STAPLE ON CENTER JS.S. PPAINTEDS.S. 48' FASCIA CAP O. C. 3/ 4' X 1/4' CROWN STAPLE SOFFIT — max. 16-inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001. 3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM MAIL FASCIA BOARD PANTED S.S. 1-j' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1'rI' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 f' TRIM NAIL FASEIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1'.1' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT A FASCIA \ DETAIL / Naninal rar STP .f Baflen AncAortd to SOFFIT; MAX. tl' I 3 81 F-CHANNEL Rafters with one ld I Ring Shank Nail al werr Raller WOOD SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRW NAIL FASEIA BOARD PAINTED S.S. lo 14' SMOOTH SHANK I FASCIA CAP ROOF NAILS SOff1TI 1'e!' CROWN STAPLE 1TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA 24F- 2 & DETAIL 24F- 5 re!' CROWN STAPLE FASCIA [ AP; REFER TO SOFFIT i FASCIA DETAN, womiW r.r srP Batten Anchored to SOFFIT: MAX. 14' F- CHANNEL Rafters with one Id Ring Shank Mal at every Raker MOOD SUBSTRATE ALC15001. 3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAIL FASCIA BOARD PAINTED S.S. ILGA i' T-NAILSFASCIA CAP SOFFIT 1'.J' CROWN STAPLE 1 t- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1'e1' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1'e2- SYP Batten Anchored to SOFFIT; MAX. 24' F-CNANNEL Rafters With one TO Ring Shank NaO at every Ralter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I f- TRIM NAIL FASCIA BOARD PAINTED S.S. CROWN FASCIA CAP STAPLES SOFFITUSINGADIAMOND PATTERN; REFER TO CANTILEVERED ICROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAL FASCIA BOARD SOFFIT L FASCIA I t- TRIM NAIL DETAIL PAINTEDS.S. 24J- 1 & I'sj' CROWN STAPLE 24J- 2 FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL ma " r s r SYP banom II----• scabbed noon attd SOFFIT: MAX. 26' ff I I 3/8l 1 CHANNEL one secureewWtonet 70 withI I Ier,ynk nail straight hatted I throughtherafterIntotheoneWOOD SUBSTRATE of the banen or two (2) 70 ap stunk noRs to"oaad on Other sloe of no bottom at the WneNntlu Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. , CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits , Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. V,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. B. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 146 150 160 170 180 190 200 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 1 -41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 283 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 ` 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 1 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C D_es_i n W,-i P„e__ss__ures`.for;Soffits:iiitEX osiire.0 iRd t •n•. ,.ZoTYP,e one Roo•Lt'r;+;.I: r.sorr 12Q. 130 140 _ 150 29.5 160.•: r170=°' 180;4 1•.. r':. 1,90:•'.`s 1200:•- Enclosed 4 20 21.7 25.4 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 1 -70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 r60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 - 25.1 28.5 1 32.2 36.1 40.2 44.5 50 16.8 19.7 1 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 1 23.7 27.2 31.0 35.0 39.2 r 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Height Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 3/8" 3/8" J-Channel 3/4" -- 1/8" HEM 3/4" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits - Appendix D ALC15001.3 FL12194-116 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/81, 1/B" HEM f 1/41, T 6"FASCIA i" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 16" 04 Soffit 02rnn o.+s-rn IS- BLANK 3 / 8 PROFILE o 0000 oa 00000 000 00000 0000 ALUMINUM COILS, INC ' Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 12" T4 Soffit ALUMINUM COILS, INC soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/1" 3/6" 1/8" 1/B" 3/8" 13.75" BLANK 3/8" PROFILE 2 17V IMF Owro DDDD 000 00000 aao 00000 a000 END OF REPORT ALC15001. 3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1 /2/2018 Florida Building Code Online Business & Professional Regulation SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Unks I Sear dda r Lq Product Approval USER: Public User ffl Li Product Aooroval Menu > Product or Aoollcation Search > Aoolication List > Application Detail O0-6.z L''fo FL * F1.5444-1112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D71S8 year 2016 2010 2011 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Bu ilding%2OCode%200nline. html 1 /2 1/2/2018 Florida Building Code Online Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Summa , of Products d, NYmbTr o Na a sc pti 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Created by Independent Third Party: Yes 13.,k§ Next The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a llcen: under Chapter 455, F.S., please click here . Product Approval Accepts: ff_ Credit Card Safe file:///C:Nsers/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 6S1-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization N9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3S32.09.05-1113 FLS444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/OS/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 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 IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Roben Nieminen, P.E. on 09/OS/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6t" Edition (2017) Florida Building Code and 6`h Edition 2017) 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 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Katbf Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/201S UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 ULLLC ( TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC ( QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-R13 Certificate of Authorization #9S03 6" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/OS/2017 Page 2 of 12 Q0TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20"', XT'" 2S, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia"', Belmont®, Belmont® IR, 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 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. 5.2 This Evaluation Report is not for use within FBC HVH2 jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1S07.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to V,,d = 150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP i adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,,d = 150 mph (VI, = 194 mph). 5.4.3 Classification by ASTM D71SB 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 D71SB indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 1S0 mph (V„It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R13 Certiftate ofAuthoA:otion p9S03 6' EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) M-S847 Revision 13: 09/0S/2017 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 QOTRINITYIERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 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, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" 305 mm) (305 nm) (305 mm) 25 mm) lama 1"(25 mm)-( it" 1 5 s/e" (145 mm) 51/2' P mood METRIC 131/8" — 131/e" 131/8" t"(25mm) Sealant 1"(25nm)-•( 61/8" T Agure 1I 3: Use four nailsfor cue AU sbingk STEEP SLOPE Use four nails and sit spots of asphall roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting AM 04586 Type II is suggested. 4jR all'ing Cement Apply t" (25 mm) spots of asphalt roofing cement under each tab corner. Figure 11.4: usefour nails and sir spots ofmphalt emmI on steep sbpea CAUTION- Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CT20'". XTI" 2S. XTI 30, XTI 30 IR: Cut Shingles 251rtm 11+ 1t,1-2" (50 mm) f rRernove, t jl If — — — tl — — — — 11 12" Cap Cap Cap 305 mm) Shingle Shingle Shingle 1 Figure 11-24. G1at tabs, then trim hack to make cap sbingfes ftlisb dltnensions sboum). 5^ 12" (3r MM) Eases 125MM) -- e c, 51a shy \aril l` 512R\`1o\ Now°Q Figure it -25.- Installation of caps along the bips and ridges. 6. 4.1.1 For ASTM 03161, Class F performance use BASF "Sonolastic® NP11 " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R33 Certificate of Authorization N9SO3 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for every full shingle located as shown below. NallU* G NMI tiro 1' (25 mm) 1' (25 mm) — Figure 3: Use six nails for cvvry full shH,gla. QOTRINITYIERD STEEP SLOPE Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown below. Apply asphalt roofing cement 1"(25 mm) from (Age of shingle. Asphalt inuring cement meeting ASrM D 4586 11pe II is suggested. Hip & Ridge for Arcadia'": Cedar Crest'". Cedar Crest" IR P(25n* 1'M ml-- a Ci Figure 3: Use sie nails anAfour spots of aaplxdt roofing cement on steep slopes. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NMI"" adhesive or Henkel "PLm Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. irrrtml (305 RIM)) Irure Hand -sealing adhesive 4" 114" ---j_jj 1 3l4" 1° Dab of asphalt cement between shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.OS-R13 Cerdflcate ofAuthori:odan p9SO3 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-Sg47 Revision 13: 09/OS/2017 Page S of 12 6.6 SW(16mm Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 0,010,00,0 o Addhianl roils d Rquired. QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement' for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. a MOPS 11 1- (2 .4 \- Roormq Wam 6.6.1 Hip & Ridee for Belmont* or Belmont° IR. 6.6.1.1 Option 1: For Belmont•, refer to instructions herein for Cedar Crest"' or Cedar Crest"' IR hip and ridge shingles. For Belmont• IR, refer to instructions herein for Cedar Crest"' IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont*: Shangle® Ridge Figure IT I& Sbatrgle• Ridge. tt3• Exposure Remove tape from the right side g• and fasten r SECOND Fasten thef left side 85/e RIGHT FIRST LEFT figure 17-19. Installation of SbangleQ Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NPI—" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-R13 Cerdflcote olAuthorirotion #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13: 09/OS/2017 Page 6 of 12 6.7 6.7.1 6.8 LOW AND STANDARD SLOPE Use fire nails for every full Shangle. F- Sal 16 mm) mm) 8561 220 mm) Figure 17-4.• Use fete nalls for envy full Crond Alanor.1bangfe. Carriage How Sbangle. or Centennial Sfate. QOTRINITYIERD STEEP SLOPE Use seven nails and three spots of asphalt roofing cement for every full Grand .Manor Shangle. Use lire nails and three spots of asphalt roofing cement for every full Carriage (louse Shangle and CLmt:nnial Slate. Apply asphalt roofing cement I' (25 mm) from edge of shingle figure 17.5). Asphalt roofing cement meeting ASTM D4586111)e II is suggested. 38 mm) or less 1. 2511. a L_ Figure 17.5. When installing Grand Alaunr Sbaog1& on steep slopes, use seven nails and lbm spots ofaspbaft roofing a enwat. Hip & Ridge for Carriage House Shanale® and Grand Manor Shanale: Refer to instructions herein for Shangle• Ridge hip and ridge shingles LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 14314" 12" 305 mm)-- «(375 mm)-- --(305 mm)--{ sawnrswewamr wusvres eswvw srsarsr:eua I--1"(25 mm) Relea a Tape 1" (25 mm) « Nailabler Area LANDMARK TL NorthGate: 13'IY' 13" 13'12" 1--(343 mm)- -(330 mm)-- --(343 mm)--) 1"(25 mm) 1" (25 mm)—I « rA w M figure 13.4. Use four undi for evvQ• fell sbighl WIDE NNU" AREA 12' 14 3/4' 1r US mm) (375 mm) f (305 mm) Hailing Umb 1- (25 mm) pP« reef ° Y (25 mm r- ev nail ire Melling areas for law end standard elopes (tom 2:12 io 21:12) Nat between upper d beer hws m shown above. Exterior Research and Design, LLC. Certif cateofAuthorization#9S03 6r" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Evaluation Report 3532.09.0S-R13 FL5444-R12 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use sic nails and four spots of asphalt roofing cement for every full Laminated shingle. See below. Asphalt roofing cement should meet AtiTd1 D4586 Aw IL Apply I" spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS r(3012" 5 mm) xarnc; n,rsr-ter , I"( 25 mm) Nail Area For Steep I..— I— 25 mm) 1---- 375 mm) (305 mm) xrraemo. n Jrase Tane I ( 25 mm)~I Cement STEEP 12' SLOPE 1- -(305 n NAILING AREA I —1'( 2 Z( I.. 25 mm; QOTRINITYIERD LANDMARK TL 131/ 2" 343 mm) 13" 330 mm) 131/ 2" 343 mm) I+ 1 "( 25 mm) I 1 "( 25 mm)-ftj I Flpm / 3-5.• Use stv nails and four spots of aspbalt roofngconvent on steep slopes NorthGate: 14. 3/4' 12" 375 mmj— --(305 m Nailin umrts betweeggJgwernaIlines. 1 ( 25 am) Nailing areas for steep slopes (greater than 21:12) and " Stomt•Nailing" Nail between lower 2 nad lines as shown above. 6. 8.1 Hip & Ridge for Landmark"'. Landmark"' IR. Landmark"' Pro, Landmark'" Premium, Landmark," TL, Landmark"' Solaris, Landmark"' Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 971T 305mm) ( 250mm) 8' 6, 41S/ 1G 415/16' 150mm) ( 150mm) (125mm) ( 125mm) t Notch for Centering 131/ 4' Smm) es for Alignment to theEdge Previous 7 337mm) of the m) L5" (125mm) Exposure LpforL English Dimension Shadow Ridge — Exterior Research and Design, U.C. CerdficoteofAuthorirodonp9503 6r" EDITION (2017) fBC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6Si-S847 75/ r 196mm) Metric Dimension Shadow Ridge"' Evaluation Report 3S32.09.0S-R33 FLS444- R12 Revision 13: 09/OS/2017 Page 8 of 12 QOTRINITYIERD 9 41 5ft6'(125et`m) Ir 13 1/8" cwterirq Notch I---(333 mm)— SIB " s/a•- I 168 mm I 168 mm 13 1/4' 337 mm) J Align these / T t Centering notches to top edge al 7 ram. 13 v4' Notch mm) t194mm)(337 these . prevl0us course I otign 7 notches to top (194 mm) edge of L previous course. NorthGate Ridge NorthGate Accessory ir 305MM) — I Laying Notch I 5102SM() Exposure I f wo 13-2& use laying notches to center sbltlglea on hips and ridges, and to !orals The comset exposure. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1' " 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 3532.09.0S-R13 Certiftcate oJAuthori:aHon e9S03 6' EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-SS47 Revision 13: 09/OS/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing 40' Guide Lines (1016 corn) 5114, - 133 mm) . 14 1/4' 11/P' 38mm) 7 (362mm) NOTE: Apply nails on painted guideline. 11 figure 16--6. fastening Presdlendal and Presidan id rL Sbaka sbtnglas on lord and slmrdxd slopes QOTRINITYIERD STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply I' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the naWng guide Wes, apply 4 nails I' abort: tab cutouts making certain tabs of overlying shingle co%er nalk 1 V diameter asphalt roofing cement figure 16--7: fastening Prceldentlal and Pnnidenual r/L Shake 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 than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4• into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced in Birmingham, AL is 12" x 12% Portland, OR produces 97/s' x 131/4' accessory 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastice NP11""' 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 LO%% STANDARD AND STEEP SLOPE: F;gwe ts• is raueu;rg tmm+reaseirgfea on.verp cwpr, For steep :lopes. uae the nails and eight spou of asphalt tooling Figure I5•3: hastening llaneras SbM#es on cement For each fug Hatteras shingle as shown abort Apply I • Lomond Standard Goµs (19mm) diameter spots of roollng cement (ASTM 0 4596 AVe II For loge and stasulmd slopes, use Gte nails for each fug suggested) under melt tab corner. Press shingle into place, do not Hanetns shingle t shown abo%v. espose cement. CAUTION: too much roofing cement can cause shingles to blister. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 t:ertif sate ofAuthoNaotion #9503 6' EDITION (2017) F8C NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13: 09/OS/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras"': 6.10.1.1 Option is Accessory for Hatteras E Figure 15-14: 18 tbree piece units separate to make 54 Hatteras AcrAwry shingles 6.10.1.2 Option 2: Cut Hatteras Shingles I 9" 230 mm) I I I I I 460intn) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20.• Cut Hatteras sbingles to make enter cap. QOTRINITYIERD enFast 460 mm) l % otti 203 mm)r Figure 15-21: Installation of caps along hips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP1""" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: Figure 11.3. Use M nails forevery Highland Stale shingle. STEEP SLOPE Use FnT nalls and RIGHT spots of asphalt roofing cemene for each full Highland State shingle. For A11arN•Dade, SDI nails are required. Apply V diameter spots of asphalt roofing cement under each tab comet Asphalt roofing cement meeting AStb1 D4596'4Pe 11 is suggested. ermco.a.nq SOCM1porot. mrr u,Yr o1M as Ian j Figure II 3,t Use Nfa nails and argbl spots of asphalt raoveauuet andermcb tab comer. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate"'. Highland Slater" IR: Refer to instructions herein for Cedar Crest"', Cedar Crest"" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Certil7mte olAuthoriration a9SO3 6' EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-Sg47 Revision 13: 09/OS/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle loet(ed as shown below. Sc lant trtlit~' V (2S mm IS6mm) 0 I TRINITY I ERD STEEP SLOPE Use FOIIR naiLy and four spas of asphalt nxAng cement for cvm full shingle as shown hclow Asphalt nxt(ig centem meciing.wrm I)458( TypL 11 is suggested. Apply 1125 nun) spots of asphalt roofing muci t as shown. CAIMO\: Excessive use of roofing cement can cause shingles (o hlis(er. eve i `"'' iss.• - — — — — - i (rs aip uss•N i•_ o a T I`}Rooaaa c.m.m o2f ` (any —t— amN 6.12.1 Hip & Ridge for Patriot'u: Refer to instructions herein for Cedar Crest'u, 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, I.I.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authorization #9S03 6' EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 13: 09/05/2017 Page 12 of 12 1 /22018 Florida Building Code Online Business 8 Profe-ssion•al Regulation ink SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FSC Staff I BCIS Site Map I Links I Sear. ROndd r ip Product Approval USER: Public User Product Aooroval Menu > Product or Aoolication Search > Aoolicatlon List > Application Detail OGIrc—Ca:1u_. FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kern Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 RA COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen• finalpdf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https:IA~.floridabuilding.org/pr/car app dtl.aspx?param=wGE:VXQwtDgtF2AezuaggOLAramDGm5ebt5wRM8J8d8c6iCFKFGNQ%3d%3d 1/3 1 /2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001,4 2017 FBC Eval Reoort TAMKO Underlayments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TSP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underiavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TSP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.pdf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen undedayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TSP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports 12328.5 1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.6 1 No. 15 UL Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eyal Reoort TAMKO Underlayments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Third Party: Yes Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.odf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDgtF2AezuaggOlAramDGm5ebt5wRM8J8d8c6iCFKFGNQ%3d%3d 2/3 if Certificate of Authorization bur 29824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6' EDITION (2017) Manufacturer: Quality Assurance: SCOPE TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 httw//w,rw.tamko.com UL LLC (QUA9625) Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKO® Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOO No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO07W Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturers installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50"F except as follows: a) The minimum application temperature of TAMKOS TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOS Moisture Guard® shall be 35"F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shln les Roofin Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N Y Underlayment TAMKO® Master Smooth Y' N N N N N TAMKOO Moisture Guard(ID Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y' N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y' Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKOS TW Metal and Tile Y Y N N N Y Underlayment TAMKO® TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Enifty Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. \ TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G PRY R. , pR i,. No 74021 cc_ STATE OF : 00. Q N Amil E` CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate Surfaced Roll Roofing TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAM KOO No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6'" EDITION (2017) Issued October 19, 2017 ASTM D 6380, Class M, Type II underayment constructed from organic felt saturated with asphalt and coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOS TW Metal and Tile Underlayment and TAMKOS TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOS Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Undedayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N YUnderlayment TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO® TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES Kaiibf Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. IR i i No 74021 c= STATE OF :4U SSJON AL E? % 811111 CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:5864. - 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Mot Topics I Submit Surcharge I Stats A Facts I d b r l: product Approval USER: Public User ugQo Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Lomanco, Inc Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Authorized Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Miami -Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By 2) I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity O Yes O No O N/A Product Approval Method Method i Option A f Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDgsFgPhXouzzgPGbeVdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 Summa of Products -- - -- -------- — - - - ---- ----- — --- - V--- --- --- 1 FL d Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 RIO C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 13792.2 1730 Roof Louver I Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. 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. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable bulding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 If Lomanco 700 Series - NOA 160S1028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 160S1028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 160S1028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO 11 Lomanco 700 Series - NOA 160S1028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 1605102a.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 160S1028.odl Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO 11 Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC NOA 1S-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 RIO [1 NOA IS-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE NOA 15-0709.09.odf Created by independent Third Party: Yes I I The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https:/Ifloridabuilding.org/pr/pr app_dtl.aspx?param=vvGEVXQwtDgsFgPhXouzzgPGbeVdikEkuTrizAU6DFsUembpCG3RoA%3d%3d 2/3 MIAMb MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28A*A- Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Catceorv: Roofing Sub-Cateaorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embosscd aluminum static louvcrcd 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 274/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diamctcr opcning. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS l00(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail l'/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 l'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicablc building codcs. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M M, M M. -m M—M 700 SERIES LOUVERED ROOF VENT No.: M M, M M. -m M—M 700 SERIES LOUVERED ROOF VENT No.: DETAIL B 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 277.25i 15 33 I 23,00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 91 NOA No.: 16-0510.28 Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 9 of 9 LM-1 COL KTY J MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 15-083 l .07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A*A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Cateeory: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min: thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 1.6" x 20-5/16" x 5" TAS l00(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 1.00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail l'/;' 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 Scries louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kern' 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''V2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Modcl 730,750,750-S, 750-E, 770 Roof Louvcrs shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 MIAMI43ADECOUNTY Expiration Date: 08/t6/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A L+ --- - - -- ----- NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 5 of 9 ME M. - =. M M 700 SERIES LOUVERED ROOF VENT ME M. - =. M M 700 SERIES LOUVERED ROOF VENT i DETAIL B 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-5 SERIES LOWERED ROOF VENT 91 4,91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 9 1 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Mlartatu oeeout rr Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 LOI; NTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28A*A-. Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub-Cateeorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS l00(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/." 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 l'/;' from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 MIAMMADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Modcl 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date. 08/t6/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT I DETAIL B 11,00 16:tl0 750 SERIES LOUVERED ROOF VENT 91 NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT MIAM4 DADE COUNTY 9 1 4.91 '- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE u NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 q acts Home Log In User Registration ( Hot Topics ( Submlt Surcharge Stets !< Facts Publications FaC Staff acts Site Map Links Search Fbrida 401 Product Approval It P USER: Public User a$:s.S.r.V.14 Product Acoroval Menu > Product or Application Search > Acalkatlon list > Application Oetell Orncr PF THE FL # FL158-1110 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archlved Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certlflcatlon Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST:CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Craig Panino cparri no@castrrete.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 2014 TMS 402 2016 Product Approval Method Date Submitted Method 1 Option A 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products` FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVH2: Yes FL1S8 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVH2: Yes FL158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other. Superimposed loads shall not exceed allowable safe Installation Instructions load FL1S8 R10 II NOA 17-0821.18.odf FL1S8 R10 II NOA 17-0821.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Oack fkort Contact Us :: 2601 Blair Stone Road. -Tallahassee FL 32392 Phone: 950-487-1824 The State of Florida Is an AA/EEO employer. Coovdaht_2007-2013 State of Florida..:: Prlvacv Statement 1: 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 aledmnic mail to this entity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. -Pursuant to Section 45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalts provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please dick IL . Product Approval Acceptm. Credit Card Safe MIAMIOADE MIAW-DADE, COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Flodda33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) iyww.mlamldade.¢ov/economv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued Linder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the might 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 deseiibed herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA N 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and &3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MMI(=ADECOUNTYNOANo.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Oq l2 $/Za 17 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`, sheet 1 of]. prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12"Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specnnens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Damon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality 4sten:'Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1. 2002. 2. Cast -Crete Quality Systent Manual for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4's 6" & 12" Lintel Safe Load Tables`, sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Ddm-ch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cost -Crete -USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4, 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTBER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certi&ng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miand-Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Contral Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/1 2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 "a 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Linfels, 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 ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER - 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBAffrTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Morida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 1 0' 13elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS SOIm 1 iTElm m A l '1SiW lr" 40 - SOLID LINTEL DATA TABLE a- Cfl lLl tL'':!lti 5i ra r r.rrv 6" PRECAST U-LINTEL DATA TABLE C ' Ilr"'•`i7frj`±TI IL•'ii Yir?'_; 11iA!fi;1 Imm M-2:3RUN rg"W=Fzamo rRr.>t rwarti?'.O c'ea vcTs2.r te5 r;.r t. r;n rsn ru 1 ^.irarvcr..miraavc>t a sr'rr[-:>1r rtL rarvc nn r nr r>. f Siif[•i7 1r[LT^_1f1L'i irra'rr;n art> Yrrrarar:L_er r't f:LT_1_PT_•'i Cz'iR1 rrc',+r;t.-ar'rar is-s rrz t rta-:.f rravr:i•'rrr-a a rravr z r• 'aratio rrrvr2a®r, f . rs rtt rF><+rr.10 r; Yr• r:. 1rc r rum i r a ry o L17M1'f;Si1 5:;, ` ii Jl. u!v.r,..r•,anrr 1 rr-r r rc A s uza r U.:2f m[Sr Vr I_J car n o elcr er r ever ::ri r:i., r u rie,.: r uc r.. r<a s:i1[I:a ^__fir.•.• rS:aIJa:S'r.Ja+. c Ir •c r rsa n .sr rr_-r s'. rcu r..:n ! r r rcao Lri:arty.'— Cl:rl VL`L•'J[:C]1'!lJRA 1.1+. -rr Mie w r! •.n rar• r rm r is r r rrn vra rru rt amo rt. TYPE IV TYPE 'A'_,QJjt n ; a , of ;• . iU7Ii!67rI111I WWO r1r! rr+Arafor rromwmrl 6 rroom m+ now w"o" Q Q imrmw rr fmrrrmMr u»'m G~ a roromrm a ratmorm Mormr 1M FM WMU OM M "0-0 [ "a. WL M" m 01 OY X= MM r W. N. me P um m10 01 M MD rt PM roan . m O A aAa a AOW A f a Moro IN row MC M w on mm Ad OMMM AUM aO R OR VCM A . m rm b ALL a Oro A* u IM r.r co m m im mrrrm , . arp m omm - m V IICAA IOOOA N • 7 A m / 0 mGO. .rM!•7 6 am m mriC. am a a' t. um rMm rr0 Dt6 a" r cm am o r rlrf M [ RM 1® ui7 $OWN FM am m6 d r AN. N mr m m Arm tidr m A mW. G . pEM • ' ,O ., AcoW..Wol -o Z .18 paanucrec vls Pww+ 0. 4 memo /A DmI oo0bdo o 03 o•. /'q...1'. CRNBPARRINO OR10 1` A32MCM 1n r , ow-3- Af O_,:., h1fH'[r1y;Iyv.1:1a'/b'il•)tnriAn r.Jr R,ETE .. r MWERAL NOT I) Yolatllc fo 4' Wd FOOD Id / t o epebaeyy+ wd khl AM M MQi ndd ',A am mm•Iaamvi Del ND Fd p'M"'AstuA llp.uan 1) A mM bd bW> load mI atl•ma 4"mmbdmMIs 6edn0• Ibm • 112 bdmdmmdm 900I 3) Radda bt mach ba No lad )&b: 4) 1b mm*w b Waollnb Y101edn W panaot n•stiml lotpod. 40 ow added 6a. bEl• Z_e Lud M4-Se my q m bad 1CSpplaaaaYm41421 (A+l - 1M pQ s) A blob mad o amn ell adkcpaaF>s ° mama L/IID 7a'elbe0 kvw Cob Swim Id011l it ma•q W flMoaMiles t) nom 41a MID a n*%L 4' add blab to be bdod s/ r &mobs wit" l ad V armrdn ravrd h aM kNOn/ bdanW d pdd aml tm* on as adQahml mq' dknw ap,mam mmo xdAwleft s odmdwb laoa d a 11rbma lha gy m m b Lbkb am >, P odnslddd9aM qa Oft mfebwd Ow ud. b 13)1l0 • dales aarao d iAeb la1M b adrRar tdb dd boa o No" d dam aplb0 b aammdslm •i A ASDI Oap00 d MA wal man. 14) `,bwoMft b d A—bd br lh eonlb.dlrw[KadG 16s feaf4''.9aar ME" bad Sore b bNAd b-d 15) ra ampeab fdd MqW ml slam m ado Ind lam and loss l{M absm• Is) Fm bw bnpW mot d % Ina ab low rmm bad Wed boo alum 17) Sob bode we aapaklmd ob-dla beta• IS) Sdo bads bad m mad dWp wob& pw AM 00 ad AO 31b o) Ampmd kw wdo aA: t p6 a0a. U: lbkldoi jUb b6 .d110ood SEE SAID LAIM LOAD 1A M FOR LOAD A M RRMECH ADMI}R1 DRM C1NClURQOs"xlt RAJ. COARSE 1/2' ISR T1P FOR Or IN= rv;%7s. L\,• $ IDHAIt FMt IY UM S CA40 or cm SAFE LOADS FOR 4" SOLID LINTELS W-O: nr GRAVITY TYPE LENGTH 4S8 3'-6- ( 427 PRECAST 1180 4'-0' ( 481 PRMAST 959 4'-6' ( 541 PRE= 799 5'-10'( 70' PRECAST 480 6'-6' ( 78) PRECAST 360 7'-r ( 900 PRECAST 260 9'-4- ( 112) PRECAST 158 Hf-6'( 1281 PRECAST 116 12UB 4"_ 44 " UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S-r ( 421 PRE1iA5T 687 371 4'-U' ( 481 ME= 597 320 V-6' ( 541 PRECAST 529 258 5'-16'( 707 PRECAST 407 148 6'-6' ( 76) PRECAST 360 118 7'-6' ( 901 PRECAST 280 87 9'-4- ( 112) PRECAST 187 55 10'-6' ( 12n PREfiAST 152 43 12F8 12F12 12F18 10)MA- Rd Rated t -'• t',r,-„+-. 7, 11) ndbm Md eddsl labs b be LOWd W bdbm d W bid may. ;}S' > OD=ABVm mD BU8BFB 8F12 6F16 • o is ' 4i Aeaeaalco tu, 17 oBZl.lgp ... '. J.. • S • • ft Udonq 0 [ A. r.•.4 7 Y" j.• .. .9I rnE DFA10NATION .•". r.woemlam•/ ap-usugm ZZ CaaP10tlEM1 m7T •w • •J . ., j ' wri! •.,•' q3 12 16- 2B/2T dJ L' lwNami 4't!.xy i. t ::>'•",-•-': i' . ALT'mom mlo[ams • '`••`,a w Y; c •' f.t•. '1"' til:- ("++•nr. q®®mtfu00f .; }• •.. i',L 'sir:'. .akr'ti^•' , ,I DSS I, A''• •S. sues pi '1: • , • J• •, ., • . • • :. • • 4S8 y QI 121`28 12F24 12F20 am , , a.• ,. 1 • - PRODUCTIIDVIS1ip la OwWDmmooro S7 T C1ft y+ly idN Oo Fhrldt f sW— luO • • •V • • • • • L (' . yp,/ : CRAIGPA(iPlkO AaeeptcmGmbda -O 0 °j p0° • .4 .P / d •i PlmllooD4o e / t RID ; MCRSID 1: 1101mM1R01tI1BF326F28 SF24 6F20 4, /pN C. p•SEFR4ER, Fl. 3MI fay ,,. Fi. P.EUC;N0.40768 WIN] grim HMO or = CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES at l ZL1Lme.. r . . me IlUO paws a wwl m ionw nluul suv: uts mfAl Afl " IL 3fivu 1 III m m 00PA11IMPL-Ma"MI Mu mm Will Slim I OF 3 SAFE GRAVITY LOADS FOR 6' PRECAST U-LNTELS iatro SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6U0 6F6-10 6F12-18 6Ft6-1B 6F20-t 6F24-1B OW-t 5FT2-I0 3'-6' (421 PRECAST 2332 2675 3892 MD 6148 7227 B297 M7 4'-C' (481 PRECAST 2025 2313 3892 505D 6148 7227 Bn7• 936.7 4'-8' (641 PRECAST 1654 1637 3633 5050 610 7227 B297 9357 5'-10%70) PRECAST 1067 1280 2198 3557 5734 7227 8297 8225 6'-6' (781 PRECAST 949 1D78 1831 2850 4328 SW 8297 9357 7'-6' (901 PRECAST 772 893 1459 2188 3151 4524 6654 DW7 9'-4' (1121 PRECAST 554 660 1056 1523 2OB4 2785 3731 SDt7 10'-6'(126j PRECAST 503 558 1 895 1270 1706 2236 2828 3747 11'-4-(138' PRECAST 457 513 805 1133 1507 1052 2492 3103 12'-O'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2WI 13'-4'(IW) PRECAST 373 417 646 695 1170 1485 1852 22B5 14'-O'(1551 PRECAST Ml 392 60S 10B7 1373 1703 2087 17'-4'(W PRECAST N.R. 299 455 620 794 986 1198 t437 THE NUMBERS IN PAREWdESIS ARE PERCEW REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE MD. 4 r I SEE GENERAL NOTES - SHEET 1 OF 3 r M.!;9 SAFE LATERALLDADS MR R. DRFCARTILI IWMA wpoomo SAFPL AD LENGTH TYPE 6118 6F8 I . 3'-B' (421 PRECAST 5117 1055 598 4'-0' (481 PRECAST 487 787 445 4'-B' (541 PRECAST 415 509 344 5'-10-(707 PRECAST 3DO 350 198 6'-6- (781 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4' (Ilf) PRECAST 173 352 74 10'-6'(1281 PRECAST 151 276 58 11'-4'()3r) PRECAST 139 311 49 12'-O' (1441 PRECAST 131 277 44 IN-4-(160') PRECAST 117 223 35 14'-O'(168 PRECAST 111 202 32 PRESTRE M N.R. 130 21 SEE CERM ROTE 18 SAFE UPLIFT LOADS FOR 6' PRECAST U-LNTELS ow.tm" BAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6T8-11 6112-tT 6F16-1T BF20-1T bF24-tT 6F28-1f 1T 3'-8' (42) PRECAST 1412 2074 2715 5 3997 1 4838 5279 4'-V (01 PRECAST 1225 1600 2367 2913 3470 4027 45B3 4'-6' (541 PRECAST 1003 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 7'-6' (901 PRECAST 648 PC NO" 1 1249 1544 M 1840 2135 2431 9'-4- (1121 PRECAST 575 57100 980 1252 1422 1732 1172 10'-B'(1287 PRECAST 514 1 402 787 m 1 121J 133 1551 1786 11'-4-(M) PRECAST 474 404 SB5 cp T185 j 12l3j 1442 1645 12W(1441 PRECAST 414 367on 611 BBB 1093 1299 1506 13'-4'(160 PRECAST 112 3DB 516 731 218 1076 1147 14'-W (1681 PRECAST 358 285 NO 475 77 832pt 989 1145 17'-4'(2081 PRECAST 253 20B 33B 476 585 01 BOJ n THE RIDIBERS IN PAREIMW ARE PWW REDLIC1101IS FOR GRADE 40 FIELD ADDED REM SEE COWU HDIE NO. 4 PRODUCT RSV136D 80CDmAYktpgtCB& ilh Nn Plmida AuylmleeNo -0 2!.!8 8 ByWOW aca 44 PRobucrq(RRvrgao71<: • 1t : R, 16 pw&, c( ?;:.• CRAIBPARRIND oT.07 l8 R G\ • 83M CR 570c• SEFR1om a Conuot r 0(VAl1 am PL P.E.W-40.44758 n&CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB w um own-tt I RUM IIA M W MW I ICBM RIX Kama most our 0 r- SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS Ww-tM 1 SAFE LOAD- POUNDS PER LINEAR FOOT LENGTH TYPE 120 12wo Inu-19 la1 two-M lm-I9 lute-2B ww's 3'-e' (42' PRECAST 3428 500D 5838 7619 0352 11060 12755 14439 4'-0' (481 PRECAST 2923 4232 5B38 7819 9352 11060 12755 14439 4'-8' (541 PRECAST 2396 3464 SW 7619 9352 11060 12755 14435 5'-10'(707 PRECAST 1612 2320 3218 5234 8497 11060 12755 14438y C-6' (781 PRECAST 1383 1986 2879 4195 0421 10032 12755 14438, 7'-6' (901 PRECAST 1138 1628 2131 3218 4676 6756 9763 1 9'-4- (t121 PRECAST 795 1218 1535 2230 3DB3 4167 S393 755 10'-B'(1267 PRECAST 614 1043 1295 1853 2516 3323 4334 5532 I1'-4'(1381 PRECAST Sill 945 1162 1649 2216 2893 3719 4746 12'-Cr(1441 PRECAST 456 B78 1D73 7 3333 4206 13'-4'(160I PRECAST 359 767 928 1 2743 3409 14'-V(168') PRECAST 321 720 865 2D177 2451 310817'-4'(2085 PRECAST N R 4510 831 p 1750 210219'4(2321 PREC9ST NA. 343 477 13BD 1609 Wn 01E ND1®OtS W PAR[NTiDEE TOE PDIftM REDIRDGE6 FOR QM 40 RID AM F M& SM GWK N01E IA 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS OM -*NM SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12RU 12NS-20 128TID 12RTll- 12RT18- 03 n- Iy6`tb 2LF30 4'-4' (521 PRECAST 25M 2942 5468 7594 964D 11689 13M I ISM 4'-6' (541 PRECAST 2319 2740 546E 7554 9640 11669 13879 115M 5'-B' (6117 PRECAST 1347 1841 3555 8395 9640 11689 130" 1567%, 5'-1D'(701 PRECAST 1259 1758 3351 5954 9368 11662 13679 15 8'-B' (80') PRECAST 924 1430 2B33 4416 6864 1 125T3,148CR 7'-B' (901 PREW 703 I2D3 2157 3494 5211 7922 9023, 113 9'-8' (1161 PRECAST 389 843 1451 2157 3263 it 4427 5417 8380 n 111E ND1RAiDS W PM[t KW ARE PUMOff RETAINS FOR MM 0 FRO AMM MM SM SMA NNE RD. 4 SAFE LATERAL LOADS CAD 411- nCor-AQT 11J 1 R 1 a C A PLC AD LENGTH TYPE 12UB 12F8 RCMU Y$ (421 PRECAST 1295 4841 393 4'-D' (481 PRECAST 1295 4841 2994. 4'-8' (541 PRECAST 1049 3922 2417 5'-10'(M PRECAST 681 2547 155 8'-8' (71r) PRECAST 579 2167 1 7-8' (9n PRECAST 474 1771 91 J 9'-4' (112) PRMW 355 1328 5800, 10'-8'(1261 PRECAST 306 1143 454pt 11--4' (136") P VAV 278 1041 38 12'-O'(1441 PRECAST 200 971 345, 13'-4-(1601 PRECAST 229 857 278 If-$(168' PRECAST 216 809 251 17'4'(20W) PRESTREM N.R. 16 19'-$(23n PRESTRESSED N.R. 534 130 MLL 6TJV10C IYVIC lU 4'-4' (fin PRECAST 4'-B (541 PRECAST 5'-6' (681 PRECAST 5'-10'(701 PRECAST 6'-B' (801 PRECAST 7'-' (901 PRECAST 91-8' (1Is) PRECAST ftoDuormnaD oDYf mtaa SEE GENERAL NOTES -SHEET 1 OF 3 HINDER QP 747 PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS M.4m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12F1f-2t 12FI2-211VI6-2T INX-2112111-1S 2112F32-2T 3'-6' (421 PRECAST 2752 4287 15613 6938 8264 9589 10915 4'-0' (480 PRECAST 230 3721 4972 8023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 5347 7366 8384 5--f0'(70") PREM 1623 2527 3310 4092 4875 5658 6441 6'-B' (787 PRECAST 1444 1 W96 2072 3675 4378 5081 5784 7--6' (901 PRECAST 1297 1767 319 3609 4417 5028 V-4- (112') PRECAST IMB 117 2008 259D 3087 36 4079p. 10'-8'(1267 PRMT 920 947 1612 2281 2764 3209 3653 11'-4-(138') PREM 85B B29 1404 1982 2441 29D 3384 If-e(1441 PRECAST B14 753 1269 1788 2201 2616 3032 13'-4'(1601 PRECAST 678 633 1057 1485 1828 2169 2513 14'-O'(16n PRECAST 622 588 974 1365 1679 1293 2309 17'-4'(20BI PRE= 434 427 685 964 1182 140 1623 19'-4'(23Y) PRIMAST 366 370 693 B17 1002 11B7 1372 Ili THE M&M M DI FARNWO All IgRMD REM IIDm16 FOR W X 40 tt]D AM KUL SEE GDEFML MM M 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS 6WP6@ iS I SAFE LOAD -POUNDS PER LINEAR FOOT 4'-4' (62") PRECAST 4--8' (541 PRECAST 5'-8' (681 PRECAST T-101(70') PRECAST 6'-B' (Sol PRECAST Y-6' (9D') PRECAST 9'r;8' (I1III PRECAST W ADEEDM K SSU CUM HME E FOR 447 PRODucrRavlsm. a04Qf9P,.'j'C CflNOPAARBVO AmapamNA e 3 b i- . R,,ONALE••• fi4..P.E0.T9D.416 196 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES o ERA ROIO 519RT-14 DWN M AU AOM M" WX REllt G MD 9h MW l 0.L - 11L N0. WM MWIR RA 114111 SW A 0< s MIAMI•DADE trrIAMI-DADE COUNTY 01W PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 31S-2590 F (786) 315-2S99 NOTICE OF ACCEPTANCE (NOA) ivww.miam1dade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, PE., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other proposes shall automatically. terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising Literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Malcar, P.E., M.S. NOA No.17-0821.19 MIAM tu1DE COUNTY )`" Expiration Date: 05/21/2022 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 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 I of1, 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. Ramon, 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 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 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. S. Mill Cerlif ed Inspection Report #84M19.805 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. 01my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. M NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for 05 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196 13. Quality Control Manualfor 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 #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables", sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per A,STM1: 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: L 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. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21n022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. 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 I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8 "Lintel Fabrication Details", sheets 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 ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami Dade County Department 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. e my A. Maltair, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION 1. None. F. OTI3ER I. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. A" A L ,A Cffefmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21t2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017Edition Imy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 A T"'RCI HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS monow,iiiiiiiiiiIiii MEN pRODt CL7 smVISQD ' W® ugDmMlnt171140aFlvWA mAk tom Q>Faaa• 6 1[3L7 Q V,t r.r i1G'3i t/L:LL 1l[Ffti LZ ii A FI:G1[E]tIl lll7 Fluf::!.[ Iftcii DLY:.l71[]i7:! 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MIN D P0. 0gICTGLVI519 l !/ Y Aeee.DDAb1 0 o3,Di 7i' C DIDWUy.rL QAt PAW* ONAL 4m CAST— CRETE 8" LINTEL FABRICATION DETAILS um SAFE WTERALLOAD8 FOR OAK=IDAUITVInencFBT ARA'PRPtARTEPRFRESSEOU.JAiiELa 1 UMMA"&DnewrncaAenut2lnsle. om. ow ' SAFE LOAD -POUNDS PER LWEARFOOT TYPE L8N497H of• 4e 1H- If eFti- a6 1612- A eF16- m BFIB- le eFao- oe Q7° a erxl• ce 914- u eAsa NU- 42 ssra 031- 11 J'•- S' (421 paw 2231 30° 1 370 61I IW 4 11Nm Io161 04 497 t10 750 WtW4 1031471111111 4'-0' ( 4B') PREGST 1868 2sp V31 3U0 410 ion 7004 00 2091 ME 110 7R7 074 MINI 11M 4'-6' ( 541•?W9 Iwo IIi1 2110 Wt 3753 47f NOD MI 230 4373 9113 We M2 1=4 I= 5-4' 64 PRFCa\ST 7 1217M 14M I121 2SW An An 42A fro 30I S163 73a VZ3Wf 101 5-10'[ JO') PI0DLS7 10 1103 1171 031 no Sig So 1461 2612 436D 1 7168 701-018112 6' (187 PREfAST 91111 I= 2177 303) AD7 4317 SOit 1231 2177 340 1 5311 ISO IOSQ 810 7-r ( 0111 7 _ 743 1011 Im 2m I 20 lase 3t11 716 toll 1 I min 001 147 the if-4* ( 1 i27 PREGL4T SM IIW Isla 2514 31I Nlf 3302 7b2 1a14 341 10'-6' ( 12C) Pli£M 475 W2M3 Im 21I on to 2063 ail 4A4 17'-4•'( 1J67 PRIi M 362 dI IBM 2423 31a 4006 562 INI 20 31a 4001 IY-0' 144PRECrS7 7 337E 144 tm 3391 e4 16H 210 un 3m iS'-4'( 1607 PRECJIST 1H8 at 1W ISM PIO 1i63 al14 IIO 011 2fU 14'-0' 16e PRECAST 4422 279 4242I= IM3 Ir M IJS 107 La 200 14'-0'( 1767P9FSIItfSSED ILL IA i OR20 to Hit a451 7I 137019UlY/! 1 2617 D4 16'-4' ( 184 PRFSIRkSsfD N R, MR 10 IM M ME in 710 12W 103 2Wa 2320 2st3 W 4' ( 2091 PREs7RSSED NJL ia a ja na 1266 I= MO 2D7 t9'-4'( mn paspEm U. Kit0I go wt NR M DS 420 7D0 IOR IIR Ills 1& I71621'-$(25C) PRESI ILL 1114 MR 110 b a 46 11 13M 486 2Y-C( 2641 W467=11) NA 0 Ste 1R IR tat wl I® 34 410 m IOU I?® ISO 24'-W( 28D'1 PPFSIHM-ED NR. St tet NB atOt Not 1l1230 4S4 1 IS4 114109! 1>a! PLIF TYPE LENaM BUS 1 BFB RCMU 3'-r ( 421- PRE071ST 1025 1024 15M 4'd ( 4n PRFJ3IST 785 763 1309 4W ,(547 PRECAST 592 591 1073 S-4' ( 641 RMAST 411 411 745 6'-10'( 70') PREC,W 340 339 016 6'-C ( 767 PRMW 507 721 490 7-C ( 90) PREPAST 424 534 383 9'-4' ( 1121 PRi9AST 326 • 512 230 10-C( 129-)PRE W 294 401 180 11'-4 ( 13e) PMWT 260 452 154 12W (144-) FRErA9 244 402 137 I Y- 4' (160 j PRECAST 217 324 110 10-d'( tal PRMW 205 293 100 IV-V( 176'1PRSrMWW N.R. 2$4 91 1G-4'( 164') PRFS110D N.R. 259 83 17-4'( 206) MIRkSSFA N.R. 194 64 19'-4'( 23n PRIM ESSDNJ 21'- 405C) PRMTRI3SW 22'-W( 2641 PR61RiSSW 24'-0' ( 20n PRESTRE 0 sAFP 12P1JFT LOADS FOR 61 PRECAST S PPM7RESSED U4 N 7tI S W1494:w SAFE LOAD - POUNDS PER LINEAR IF rm LENO7T4 01- rt swr B t W12-II vu-n eni-a it a end - It Ern it anti 21- 2t R77-tT si» 42' PlilOh5T sass ribs 4 4394 SW 4132 701 1= US IM 4794 SM SM 7m1 4'-0' ( 481 PREOAST t3o ZIO Sao 301a 1W1 tw 5 710 3015 46f) 6191 4'-6' ( 547 PRFSAST 1210 204 27W 371s 4711 GM 1V 2010 27W 3m 4043 4711 om 5'-4' 64' PR1iAST IOU 17 2ai UD 371 26 4m 1WO 1713 iaa I 2m 3319 311 6'-10'( 707 PRf=IN 2SM93 M07 fA 15W B-6' ( 78 PREGS7 1 1 ISI 11W 4if 2711 31s1 dm 7-C (BY) PREtJ1ST 7- I I614 2005 22D m 1221 ItM4 20" 242e 21a 9'-4' ( 1127 PRSAST 01 70S I131 104 1915 2157 Sll 13 1 1143 I16s 12/4 to'-(1297 PREGIST ma Isle HOW39 2011 S70I ifs 11e0 I4A i fmd 23a 11'-4'( 1367 PRLiAST 414 BM mod OWN w4ad 1617 17smi 44 sm Ian 1143 mil 415 2IW 1Y-0'( 144 PRECAbi 470 431 n4 1IS It IJ 1S15 t7D m sotal I= imad 1U 2W5 13'-4' 1 PRECAST 411 SO 507 7a6 04 110 1313 421. 4M 78D m IISO 14181d 1 emb tan 14'-0' ( ISO') PRECAST 3a4 351 b® 724 ee9 1054 1170 410 as TA I Im Donj 1ie2 II7 W-•C( 1791 PWRI3= 3u ago e2s We Tess No 3M a0 I ID fmchd Islood1ON 15'-4'( iB47 P 1 S57J) a4 230 313 ass 41s 116 4II7 on 78 bd 1224 Illm 140 104 1 17- 4'( RO6 PR7s¢D 1° In 203nwd100 us 1 to 1 74 0 1 73' 1a1 1473 19'-4' Wn MUM m 34 4 M7 ca a In a0 1 4l9 SD oil Im 237 21'-4.( 2516f)FAM 142 142 2M m 3W 373 313 M7 MOld 721 so 0 s% o4e 2Z- 0.( 0) PRMI in 1N I 2" U5 311 s 1 42 BOB fftA 540 an em Ni 24'- 0' ( 2887 PRTS7AESSED u4 17D gal Ie all 1N 202 3,9 49 Ns W6 n 11E Nmtm IN PARE mom ARE POiC84J RWt1C110NS FOR OBAOE 40 • SEE Ct71ERAt NOTE N0. 18 ON SW 3 OF 3. 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N0.44768 8" LINTEL FABRICATION DETAILS r- cAIM f.RAV17V LnADR FnR R" PRFCASTxl12- RECESS DOLOR LLI WMLS 0—.(AM SAFE LOAD -POUNDS PER LINEAR F00'T TYPE LENGTH m Ill" ns MFI 1018 01 aeFta m F3o ma-IB R010-Ie mW-I wil-f fVJo- 4'-4' (S2°) PAi2`JIST 1835 INa 3]A! 3210 430 7aa7SZD< 6d>0 fOtm4W541PRI3C.LST 1494 2 5421SW FM 3611 SMson6631Io> m5'-8° BB°) PRECAST trio t770 1716 2W JIM 45q e381 WiledS•-1o°(70° PRECAST 8to Im ti00 2124 3700 7113 2342 4 442 amom anomill 792p am OW ( PST Got 1823 31M 5048 710 544B 73M Sol 1825 3120 6048MIS Nn I 7- 6° (90 PRECAST 869 755 410 2469 370 7239 6123 755 1495 am Ala S7 B'- 0' (11B) PRECAST 411 4 1q 1560 R&I 3129 4021 3142 620 m Im 22M 3f29 410D 6D11 BARWERALLOADSFOR M Coghland 2" OCITMI1 hnna III RIIT.I A p ,,, a SAFpH LFOAD LENGTH PE BRUS 8RF6 RC MU 4'- 0 (521 PRMW 758 757 1164 4- 6' (54 PR[iAST 694 693 1073 5'- r (80 MUM 408 407 655 5'- 10'(701 PRECAST 3B2 381 616 6'- r (80) PRECAST 595 788 464 7'- r (90°) PRECAST 509 874 363 9'- 8• (I It) PRtTSLST 370 490 2t4 SAFE UPLIFT LOADS FOR B" PRECAST WI r RECESS DOOR U-LINTELS Axr4tvm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LEN07H 61Ga- IT ws mm#-I b•I t rnI MFIC-n eAts-» W10-21 oIP14- M-21 OM- W30-21 M PRECAST as im 2782 3038 3751 4445 611 0 4,-• (541 PRPtAsr If04 m2 2130 31W WS 4143 6117 sotan Qt 2139 1 307 42PA 4147 Y-6° ( on P4IECAST M 1 A07 2328 2R4 3712 3911 87S rm f7m im 2154 33a2 3911 5-10•( 7D PI!%G1ST as 1207 174 7751 2773 32U 2729 06 1233 1748 2Ea 1 2773 3W 27a9 b,• ( an PRfiIAST 570 m 1 1&D Im 2a7a 3371 b70 low 16a8 IM 248 20 30 7'-6° ( 90') NVAST us 742 Rao Im 2161 2537 4138 606 m 13a4 1755 Ilia na I inPRtMW m • ue a" I'm Rim 395 610 to72 138a l018 2111 1) THE NUWMa tN PAREMHESIS ARE PDTCEMT PEDUCTM FOR CRADE 40 • SEE GENERAL IIOIE 18 (1) THE NIWBERS IN PARDIIHE3S ARE KRCfM MXICMNS FOR CRADE 40 FW ADDED REBAR. SEE CEMERAL N07E 110. 4 FIELD ADDED REBAR SEE ODB,RAL WEN0. 4 14 1 eJmNdsemp w jo.0q w aald.• d IY eas n rsaoedab TYPE DESIGNATION P 11ftl' • 4mo 0>t 1s) is loft alto d W" n a f rmo ahal Iran 911fl 9E12 sEi r - a31m 4AAl[ / /off. we11r9 i oO1IJ• irbOo,P1 m12w. ml • n.aa M•m glld A .aM•r.. dN AS11 O.2• or Mp, VPnnM m l4 . ' F blWMl W UIOREbBY 41 1D I nde• NAYd d nWr1.1 '' s- SF16--1B/) T 7 'IoPUwt •n 2m 0s isr end, ` ,_, + *pd rmau w ,( ly : ? 7• i 1 n A, .. n w sin 1r lkd lets er• baby s led , nm inmj L g ii °N Wt IUID n IQ tie u4mfn ca 6egW ad ftm W d bw !r law a m Y8671110Ci8 a 1 nrhe. 14 to 1 Ye1IIe ad an a• eb ka 8o and hopd Imp olm 3) hn[ e 14 XNW w d im4ls.h 11) tde n+ .. NII'wbmd WW" In& :1; ti FIaa16 M ADD4) no anI i po.uefb t.dNda. %a it" IdldaO !4 14 ion baM fud a o0end ogpo dj. M a 6>0 w4 Ap 314 ' • •: !' +•. 1-f/t' a1LN Aida a bm _ Wet. = = A mdc r-r um F3- aapp hd f a 19) AWhe! plod hNi a7ad7 NVI ti •fins 6 1M y o4dSod h+ r/ IOC n6Rfa• NR 6601 l+ riNeiaO anada Qem7 uia aDou me Gid it e ; :• c= 4 JamhmO1alia uwp ia y -4• d WW *naoucrxa FD i, 7.: •1 . ,• S. 4 feeLro l dr.W ypB p ew BobYs17 1 suaft*iD dre Flmith J! s=. . '• mm 4 sw. Ono N6 a eamnaA Aeoepelaet -0 22 /i "15p0pd ? :7 '• 0 9• L a 1s am Ar BMW Ghee• Is plow n4 6. d&db d w W FS eaeaa ti q LaAD IIIW Ia6000natfmlqa 9i :7 i= y e • • . • n - • loan G li c' TA BIl FCR Imo= GRAM . ,,`' • a4r, •PRODUC7REVI3SD AC1111 7 1q ta• a m 1.WN inn.N . NA w nee law th to. law 1e11w 4 FOR ` . eamptylo8 u;a lh• lmewu` — j 1 9 aweosed epma7seaoafeotlallmlalddawd ro lift m • ;a.: REYFD q01 DICIW) .,Q j C,.• EH • . •Ai,Balm4ia dal4n o f tOY3sIL mNmm 14 " A - 9d [dd a FL9F a nWf Im WA C 44 •L Z nROCIV 6•dO IIauM. IB ldheIeYd7d'.da V a hwkl d On amm Of 11- nld wAp I/2• CLR TIP. (2) 15 REBAR 0 0t40 orBR6D • °6: M,l. • ConnN `V0t•pW 3+i• oZ k 8381Cflb79 ls r;_..:.• a SET•R4ERR.s65B4 ra;14a:. T r3trt7m lvYw rGf: ^ Leliall(:1i69L° Yii•trC f_IG1 If rA ::Y4f . jj:,.r ,.,c.• -" • 7-r,, ,}`: " FABRICATIONDETAILS n a: rayaa.n:,•NLyrat iYrZ yfk7 ` L •"_ ti I \ < _ lu . F\1a91i7. 1 •f nY.l.'I•T TIi h7/d;9 I I I, A:a:[rySlf:Ll;la`I l:f u1; I•YAY_YSL9_ _ _ mlsffillmifth Bosom M IAM MADE 1mAM-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) L 1805 SW 26 Street, Room 208 BOARD AND CODE ADMNISTRAT[ON DIVISION Wiami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mnv.miamidade.eav/economv Cast -Crete USA, Inc. P.O. Boa 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERNDNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. t tndTM NOANo..18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Oq / Z $1Zal7 Page 1 Cast -Crete USA, Inc. .. .._ . . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of I, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision 41 dated April 28, 2003 both drawings signed and sealed by Craig Perrino, P.E. B. TESTS 1. Test report on flexural testing on 4' , 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Perrino, 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 Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by CraigParrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables`; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Afiami-Dade County Depar[menl of Permitting, Environment, and Regulatory-4 airs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBAIE[TTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Depo-tment of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Cffefiny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel We Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrtno, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RE1). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBNIITTED 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 CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 i HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4" SOLID LINTEL DATA TABLE F 19>frlT® rc+rar?j" i wizm F'61"lBlJ.i7S6 t'C-' rr-ale rn rr>i rrL l i:aurrrr i 6" PRECAST U-LINTEL DATA TABLE WZNTJ w 67,; i""0114 i ETA C fE]l'TTa 111Vu*iil!' rd+v,iI^J DiL7r irfL1!A rL +mn nr1C='dC.ul eAC•TlurWlar:Lf' r c rZ7Zt_1:.1.ICL:ar emsrml.II rTLWI, irs+vra nncauv.I# G-L r_r+[1fSTlfC L"JC'dT7L7.T.T1 rE lJd t icar+-nr:,I..rnr, rmr rrn 57,7111 rdT9171STnEttar ol rr'J Rf l rt9fa 2'4rrtr rra r s r imartir.:tra-t t rrrsa rtru vrrrar a rrarz rr[>•, rrc r or i •,,.:rs irza:ar—o i_ rsz rr" r-"Ilmm rlJ.L _'J ir ILStCL:a t<>• fFC1a_ GYT%_r3Lf r.'l.'_'.'-'.11}/r217:::.71F JC]CL<t7 TYPE ' r TYPE * e- IF Cf0! MI WM 99015UM It MOVM FW PM W AMIOOIL 0 0 PWFWM A COW"M LAU AID COW Of %DION m GO WUXIUM L / MMOCOO p10+ //Ot OAt ASM Yin 64 14 AND a Am /, tlr m OItMMU • AO toU DowU . tm m wUt w AW uU . O rD In MM XMM W OM M OEM AU MOM WAMD tC Lxw= MM M f• . t C t0 Fw 0A / Ow AND 001 IM DA OD at in rMOCtCOU CUT Iva Cam - NO, a M= 07 L Mtt n . ttw M rat . o LOW l M - A. TM TOO MroO® "a PM"=, OCt6 MOO mm Wmwo w t/ am am rw t0 tt tUtt ItM NOO t OiDf1t• /001 I. OM a/ w U KO1 w w AFM oaww nm ma EN, T . r.• ; r1:40-7.1f.11 rlrF- alAA.Kl=lF&Wv-Mmui:.wF rml rj=ME Tr"r:+no a raryua-11-3r"r'+noIJ•r:]f1.Ia anVLtL211 ewt'V.smotIII SrrcliIr- Ar','LG^v ILlA :L'L"JrF-Jrll 'L".IOCLwE O c PRODUCTF . wisp dmnR rqp wm Ilw?fwi RooAooep> axv / -D 2/,/g oRD aoarrrrlRMYpµftp"A mc OMPARFiM OM CR679 r FWR FL 33594 CT• O i !757a S! L Cr_1el daB:fH fi{f/I1 _ swiAcr C CA:ST-ca*tETE l ENM b41E,F 0 Yaahbe swupaer s tds . 1 tprlm f i oibno at mafar pr 11A401Mr1 bF• ftoCOSMMM tam iI Is6 by M bmN kno b tm 3) N. d mm 1w d aad bmd IaYJa. 4) 7N mmdv in partdbmb ba'aalaa tb, paemt w0octlsa rr hgmft pads 40"adfad fd c yIlx t42S . = 14xp1 0 1A U 90. 11201 7Ite L baw 1l b t•se 11taoW evod ndbp tbabkIbd1 awntheseaml'tsl e. appli atilt q Sbsm lad tidsb .. rgols4 4* s' bcldd / 4• •bade• ba m m and bdd m/dtobnaat i YEa mat m * in W mabinium r sbahsd Nraaab< 9) The pa°lymadrmnddw m m,mio0iaW dwd a ftmLbely fa• d •ppwl 0 • o n ado 0-t ea' AM"a lee sobs t3) Ha ad fv ad4aa Of MIN 1edM I. HIMIV n6 ad bM o oaa•gg d d a• apple• p a doia TM PQe GWMW cma* 4) lhbb eased aea eae+P YAfM ,v A u. weebabbeel•d4d br m l smOM bed + A Id 1ede eld God S IllSdswfalbdSd bed 16) fa cuum to "d Isl& A 901% em sda bd rnm A bw W dam It) Is bd kvb nA dins l• asb b d ham eat i.got IKIA da a. IT) SA bade as n:p•igsd abntb b & IS) Sda loads boat m mQuald rdaslpwmwo laa6aspdrr/ a KID sod AD 31L 11) nMWd Mu didma:•a! IXab 61C01) abala OM rnbL Sm daleb Wm SEE SAFE LATERAL IOAD 1A61F3 FOR LOAD RUM FOR EACH C O+M4i7.p22v,•tafrr• RAL E 1/Y f1R lYP 15 RM FOR 6' L11 W x t;l:a• I1) S REM FOR 12' LDREL6 CR40 or CR60 SAFE LOADS FOR 4" SOLID LINTELS wr- qm GRAVITY TYPE LENGTH 4S8 Y-6' (421 PRECAST 1180 4'-r (481 PRECAST 959 4'-6' (541 PRECAST 789 5'-10'(701 PRE= 480 6'-6' (787 PRECAST 360 7'-6' (96) PRECAST 280 9'-4' (1121 PRECAST 156 10'-•6'(12C) PRMAST 116 12U8 4Cqmr-4affm UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' (421 PRECAST 687 371 4'-W (481 PRECAST 597 32D 4'-6• (541 PRECAST 529 258 5'-10' (7n PRECAST 407 148 6'-6' (787 PRECAST 388 118 7'-6' (90) PRECAST 280 87 9'-4 (1121 PRECAST 187 55 10'-6'(126') PRMAST 152 43 12FB 12F12 12F16 10) RA • 1d Ibbd •' ••N•• 11) aa0am raw smal stir 10 M baled a Its batlso d Iba Ebt od¢. • • obi••.• >ii:• : ''f •k'J 1r y1, r .•r, vrRavtmTor+ar BUB BFB 8F12 BF16 Y+-1,.... Y TYPE DESIGNAIIfI +• •. '^ amamv av++ -. i-•+s rsataty • • •w 7,: f'i•I:r 4•_ .tr'"'s:' %: •''.'''•i» J 12F16-2B/2T • F- .. . •;.,.. ram• ,, .a:,.,• eiaaom sae wv :? '. s.•i I • .. '•tr • ..ice i•,"•.+•..' i. r .. tom. A e{14wR • : i.• .1 .+"'•'::ii ,w, !i:•J. • .; •..., n. •.ram• IOt WW ®1e D a ' `:>L:c S7• 'tsi ''•' •a , ` "'^ t f4aS8 N • ';• 12F28 1ZF24 12F20 e • ltl m f, `• S, '' • .: G+d1 ep+l awfO+Ow P1MdeCCbbdd•• 11 e • , seep tl 1° • • • • • • . • G'n1•• : CRAIG PARp1Np 10 by N' 4' - 0 o • 01 tY IfW@4at vtoltl 4, R;10 1 C 8321 CA 678 78 6F32 BF28 6F24 BF2D O ds'S,O fjgLE G, `•` a ld A n; RE U0- Na 44768 ap I++-CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 0 1 l_/LLl.xtr"1'ia"' , Fu tune DMOis-t4 am tl: JCNW AODUD SCU[: at: sA MCI 4 mm at am A• - n6 x6 40316 ummin Uats SIm7 I OF 3 SAFE ORAVITY LOADS FOR S" PRECAST LWNTFJS lcmim- own SAFE LOAD - POUNDS PER UNP.AR FOOT TYPE LENT9'1'H 0 6T8-1B 6F12-18 BF16-IB U20-10 6P24-1B vW1 6F32-1B S-6' (421 PRECAST 2332 2876 1892 MD 148 7227 8287 7 4'-0' (481 PRECAST 2025 2313 W2 SM 6148 7227 SM. 7 4'-8' (541 PRECAST 1654 1887 WU 5050 5148 7227 8297 9357 5'-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 SM 8225 E-6' (710 PRECAST 949 1078 11131 2850 4328 6737 8297 SM 7'-8' (90' PRECAST 779 SM 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 60 1056 1523 2D84 2795 MI, W17 10'-6'(1261 PRECAST 503 59 895 1270 1706 22W 2898 3747 11'-4'(136' PRECAST 457 513 805 1133 1507 1052 2422 3163 12'-W (T441 PRECAST 425 477 744 1042 1377 1789 2238 2808 13'-4'(ISDI PRECAST 373 417 645 895 WO 1485 1852 2285 14'-W(16BI PRECAST 351 392 BIDS SM 10B7 1373 1703 2087 17'-4'(2081 PRECAST N.R.299 455 620 794 1 9115 1108 1437 J) THE NUMBERS 94 PARENTIM ARE PERCENT REDUCTIORS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE ND. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL. LOADS MR R" DD91-ART I "1Tol R C SAFE LOAD PLF LENGTH TYPE BUB BF8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-8' (S41 PRECAST 415 BIDS 344 5'-10'(701 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-8' (901 PRECAST 222 367 116 9'-4' (112) PRECAST 173 352 74 10'-B'(1281 PRECAST 151 275 58 II'-4'()38) PRECAST 139 311 49 12'-O'(1441 PRECAST 131 277 44 IN-4'(160') PRECAST 117 223 35 14'-G'(198 PRECAST 111 202 32 17'-4'(20n PRESTRESSED N.R. 130 21 SEE CD ERAL NOTE IS SAFE UPUPT LOADS FOR 6" PRECAST U-LINTELS 11n111.4wnS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 618-IT 6F12-11 MOAT P20-11 SF24-IT 6F28-11 IT 3'-8' (42' PRECAST 1412 2074 2715 0 3997 4636 5279 4'-0' (481 PRECAST 1225 1800 2357 2911 3470 4027 4583 4'-6' (641 PRECAST TOM 1592 2054 2577 3069 3562 4055 5'-10'(70) PRECAST 931 1222 1600 1979 2357 2738 3114 s'-6' (787 PRECAST 723 1097 14378 1777 2117 2457 2797 7'-B' (On PRECAST 648 SM. 1249 1544. 18401 2135,012431 co 0'-4- (112-) PRECAST 575 5710c WO 1252J 1492 1732 1972 IV-6'(1281 PRECAST 514 462 787 1121 133 1551 1786 11'-4'(1361 PRECAST 474 404 US 985 1213 1442 1845 c. fY-0'(1441 PRECAST 454 3870. 619 888 IMJ 1299 1506 131-4'(160') PRECAST 402 308 51B 733 906 1D78 1247 14'-O'(1681 PRECAST 368 285 475 IM 1132 982 1145 17'-4(2DBI PRECAST 253 20B 338 475 95 693 B03 p) THE NUMBERS IN PARE14RMS ARE PERCLM REDUCTI M FDR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE N0. 4 WQ PM40 1924 CR S79 WK R. SM E UC.NRae>S PftoM TRSVIS6A Buplup! Qh No F1oMAo An ym¢e O 2 /, f $ S 11 tDINACPRBVISRD 8 _ 4Si1MIhOF1y(dD ANe - u oY.c7 qwO! 8 I •- CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES u+ WANT 41tR'QS m =pAw%p.L-=w44wj tup! sim ! 4F s a SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS oR r+m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12UB IIW20 IV12-M 12n642f10.2B IM4.28 Im-26 12F32-111 3'-6' (42' PRECAST 3428 500D 5838 7610 9352 11080 12755 14435 4'-0' (481 PRECAST 2923 4232 5838 7819 9362 11060 12755 1443E V-6' (541 PRECAST 2396 3464 5304 7010 9352 11D60 12755 14436 5'-10'(701 PRECAST 1612 2320 3218 5234 B487 11060 12755 14434, 6'-6' (781 PRECAST 1383 1986 2879 4196 6421 1=2 12755 1 7'-6' (9CO PRECAST 113E I628 2131 13218 14876 WSS 0763 M28, 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4187 393 7554 10'-8'(1261 PEW 614 1043 1295 1853 2510 3323 4334 5B32 11'-4'(1351 PRECAST 518 945 1182 1649 2216 2893 3719 4748 Ir-W(1441 PRECAST 456 678 1073 1513 2020 2017 3333 4206 13'-4'(16n PRECAST 3% 767 928 1294 1709 2188 2743 3409 14'-W(16BI PRECAST 321 72D 865 1204 1594 2017 2451 3106 17'-4'(2081 PRECAST NR 4510 631 861 1141 1428 1750 2102 10'+4'(2321 PRECAST NR 343 477 700 926 1152 MD 16W In OR MUM C FAWDD1M AIR POC4M FOUXI iS FOR SAFE 0RAVt1Y LOADS FOR 12" PRECAST wl2' RECESS DOOR U-LINTELS Wp4mm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 11A06 1m6-2B 12BFi 12RF14- ne- 171622- ItAF26 17Af 4'-4' (521 PRECAST 2638 2942 5468 7564 9640 11669 13679 15M 4'-6' (541 PRECAST 2319 2740 5468 7584 9640 11669 13870 15679 5'-8' (631 PRECAST 1347 1841 35% 6395 9640 11669 13M 15871(, 5'-10'(701 PRECAST 1259 1758 3301 5954 9358 11669 13679 15 6'-a- (80) PRECAST 924 143D 2833 4415 4 1 1 14800, 7'-6' (On PRECAST 1 703 1203 2157 13494 5252 7922 gv3j 11 9'-8' (1181 PRECAST 389 1 B43 114514 2157 3203 4427 5417 SW 1) I1R RN= 0 PA MEW AM FWW MIDY. = MDR WX 40 FRO ARID 113VA SM LIMM BWE W 4 SAFE LATERAL FOR 17T 1101MART 01m.0"m SAFELOAD PLF LENGTH TYPE 12US 12F8 I RCMU Y-e (4Y) PRECAST 1 2,a5 4841 13931, 4'-0' (48' PRECAST 1295 4841 299 4'-6' (34' PRECAST 1049 3922 2417 5'-10'(70' PRECAST 881 2547 155 6'-6- (71r) PRECAST 579 2187 12334,4 7'-8' (On PRECAST 474 1 1771 914 • 9'-4' (112) PRECAST 355 1326 58 10'-6'(128)PRECAST 306 1143 454D4 I V-4- (13n PRECAST 278 1041 38 12'-W(1441 PRECAST 200 971 3 13'-4' (160) PREL`AST 229 857 278 IV-W(168) PRECAST 216 809 251 17'-4'(20n PRESTRESSED N.R. 83.).16 19'-4'(232j PRFSTRIM N.R. 1 534 13D L UIntm DNA[ la 4'4" (521 PRECAST 4'-6'. (541 PRECAST 5'-8' (681 PRECAST 5'-IGF(70' PRECAST 6'-8" (80') PRECAST 7'-8' (On PRECAST 0'-8' (1161 PRECAST PR00UR os' r-co 1 SEE GENERAL NOTES - SHEET 1 OF 3 mnu" or PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4COXV 044 % SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12F5-21 IV12-2112FI6-1112f7Q-2112F24-17 2F78-21 32-2T Y-6' (421 PRECAST 2752 4287 5013 6938 8264 9589 10915 4'-W (400 PRECAST 230 3721 4872 8023 7174 8325 9477 4'--C (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10"(71f) PRECAST 1623 2527 3310 4092 4873 5658 6441 6'-6' (78) PRECAST 1444 ZWm 2072 3676 4378 50B1 5784 7'-6' (901 PRECAST 1267, 1787 310 38D6 4417 j 3028 V-4' (1121 PRECAST 1028 1176 2008 259D 3593.j 4079 10'-B'(121r) PRECAST 920 D, 947 16120d 2281C. 2764 3209 3653 od 11'-4'(136") PRECAST 858 B29 140 11982 2441 79D 3384 IY-O'(1441 PRECAST 81/ 753 1269 1788 2101 2616 3032 1Y-4'(160I PRECAST 678 633 1057 1485 1826 2189 2513 11'-O'(168' PRECAST 622 SBB 974 1365 1679 1993 2309 64 17'-4'(2081 PRECAST 434 427 695 964 1182 1402 1623 19'-4'(2321 PREEAST 366 370 593 817 1DD2 1187 1372 1) THE MUM W PARQRRN AA FOCFM REDYC®6 1TR CRAP[ 40 FIOD ABED R60L SEE GMA mu NA 4 SAFE UPLIFT LOADS FOR 12" PRECAST WIr RECESS DOOR U-LINTELS oom.4'""SAFE LOAD -POUNDS PER LINEAR FOOT cunru TMPE 12ifL2T 122ft0- 12Af14-2 2RF18-2 17Af7t- 12p26 17RFlD- 3692 258 4'-4' (521 PRECAST 1626 2B85 3740 4806 5B67 6928 7989 3488 2417 C-6' (541 PRECAST ISM 2582 3602 4623 5643 6664 7684 2236 165 V-e (680 PRECAST 1210 2042 28M 3658 4468 5273 6081 2129 155 5'-)D'(7D") PRECAST 1173 1984 2789 3553 43M W23 5W8 1716 117 6'-8' (801 PRECAST 1020 1538 2426 3114 3BD2 4489 5177 1438 914 Y-' (90") PRECAST 904 1228 2163b,2776 3390 4003 j 4617 I IS) PRECAST 703 771 1472 2181 2663 3145 35M D WMIS S RVWA 5 AYE PF1r1;.M NCD= 16 FOR G,•' ' •ENS. • , 401 FMD ADDED 130L 0 aF)FD & WE R4 4 447 lRor1:2cm LTR6vAwGhftIAoFlaa4Qa Q. lq . 7R1VP. Cwe smCRS?9 6384CR578M p 8fEF1n,4t1 33584 I .., 4 Fl.P.E'1LEAf10.4W4y9 mCAST- CRETE 4, 6" & 12" LINTEL SAFE LOAD TABLES m KM mm-lf Dun FT am ARMED scuA- LTADART Ammmcumna®o of _ aaa A°Q M;m um: DRtt a tr a MIAMI-DADE IVRAMi-DAIDE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315- 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ( NOA) iv%v%v.mianddade.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. PER 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 DOCUMXNT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Panino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -bade County product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E- 6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P..E.,M.S.. MIAM •DARE COONk l &,-/, NOA No. 17-0821.19 Expiration Date: OS/ 21/2022 09 /Z$ / J /' Approval Date: 09/28/2017 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E, dated 06107196, revision #1 dated 11108196, sheet 1 of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2, Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certfied Inspection Report #20-8345 dated 11113/95 for pre stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58A66332 dated 01128196for #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 #84M19805 dated 03106/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. Z Jiffifimy A. Maltar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84 M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control 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 I, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 1*2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A 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, A D. MATERIAL CERTIFICATION: L 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. j!.5,1461my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 L-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION L 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 Januaq 18, 2011, signed by Craig Parrino, P.E., cert fying compliance with the Florida Building Code, 2007 Edition. d-. &,d e elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 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 ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL #I4-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATE, RIA.L CERTIFICATION 1. None. K 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. e my A. Malfir, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega; P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. Cffeimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OS/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1.0. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. Letterfrom Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. 4 W. WL lmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.17-0921.19 Expiration Date: 05/2l/2022 Approval Date: 09/28/2017 E-6 R„ Jm HIGH STRENGTH PRECAST AND III PRESTRESSED CONCRETE LINTELS PRODUCT REVISM MIh to Ptatl.k+ PAODUC[lkMCWZ[> BdftQbk* tE° F1afdPoteZ Y pOP i"NIRI QIC Aacgxmm 1'b--- = C A[ELf1 NI r jmm9 2Qm u=U1m r .exsr Udllia a' MR71111ES1ET II.NIIFL TYPE 'A' STIRRUPS 7/32"0 BAR "t STIRRUPS 6/4 B Liffras smt+ MT& PRESTRESSED U- r5`i<1i71iI J['1lJCE V TtJ_:IOL"G/6 3'::1fL'G1f 11 i91:1 m1Ji 11•: iI;1 t:i:^.'i:'.—• iQv E1• iF7Cli Ci1F/CEL•".1UGSi!/ i '" Q rC>fr,i0 6rii[:lI C'7l7c2':.7fIC1 k7L137:! fliCt4a tT i>0, fL'CSm 171f ilEf F/t[ :511 i Vt S1f I]G:f C=ZI6IiQ CrAMOfv y,15"_1M=MMM=m S" PRECAST W/ 2" RECESS DDOR U—LINTEL DATA TABLE II gm 11 egi IM 1 FM 11i 7i1i.Y' f IIELli { i1 Y_11NA-1IIIJ41'1 r;''i;lii'liTllfiL!YLI f MMIIll;:i yDLM-, FX"OL7Ll 0 F C•/Itt3tia E C'/?}7 fl: L`L"_'SJ T.r?!•. VI.Ei,!f]FJ 4 L7 t r1L' Y i[SCYLLF7RLAF i.'L:+lR,n!1Y/tYLJCICcii©Ll! L3Qy Gif FiCli C!f fSIJt! i1._.J R:i.'^[ Ff.l' L' [ 9Ltttf r 7 atc[.*=llr:r:s rt+is r:e r moo r'€+ e r>. ocs+r ae s rr*;tc.tl r:r>"i.,...,r:.r. ZZ I I I, .I I, Y. Ili1.7hl'1J.i•IY MAr" VZIMIDE=-A Lp L' i7[SI`I flY=[:f'-::i IJG VGtI_'Lli-ir Mll4ftf• I JL7 i'11 :f f'I.'7 fiT1i ilEf.7fl3iii 4pLf t)• E, C.i[F 1Fvr:l 1i]CSiF/7FS pL1r vela n rfit W-Wr =.nrc rs 7A rra I lnml rnrlrCL rar uripmEg 1a[Tr r ul!!Ir'ursa u p, plm000D stm: 7/71 sV Aslu PAN) A A /. -mIC = um uOD!! U ff0[OPa AND IS MAN UWE m AM AP14 Wis nnl KW= D WOM U4nW Rim! PA musm span tER-[RAL7IDF PEXBO24P OD of RR AMONMD LIM to mums mAID AM AUL - s0. W •. VpOt me A o1117pc ll1®ub h • N/1 is Me r "M sac" eM >mt simus !Homo+ mommu1 lORdq V 4M M M Au rime uW 7. OEM Puppy MC[ . AP s P& of F tP cmmms NCr tt gm Y M ofantoupapAXRMFMCM4 7fllh[Dy PUllsts»P m olsm wisp nD tutalD IpsE1. EMs• •. PR rFcrRcvlm C '' armpybu twtmw CRAM PARRWO SWRMEK FL MM. a 1•C u-19o. 11326CA31D CAST— CRETE 8" LINTEL FABRICATION DETAILS m c RAC- noa%nTv 1 eAns FOR r PRECAST a PRESTRESSED U. JNTT9.8 4aw4m e' RAPE LOAD - POUNDS PER LINEAR FOOT TYPE LENOf)14 as t16•/e vt-n eF1rp tltt-ID eFII e71e-4 az0-0e e72D-u Dft1-ae 4-le 0F7s•ae ott-2t eFa eas`ta r 4ri PRAT2 2231 am ails 6fa w am effi 06111606M41M1137347U741a941 4 -0' (48') MAST 1968 2M1 3M4M am 7036 6107 2p3 41M t1L1 7547 tlN 1 roA4 I 14tl 4'-8' (541 • PRMkST I698 10 2110 iiii 2a1 3M 45M 6w I= HIS 4370 6113 75R a W2 10094 Itltl S-4' 64 l PRFGISTI 121J tsd9 143e IS= 250 M36W 424 Itl3 3M 1 M165 7w 7MI&Ia 10 6'-torNj 'PRMW 1062 1106 Ins I jai 2M 254 M 300 1461 tat I 0 nGft 7181 a4 6'-6' [ PRECAST gOg 1236 21 3031 3M 43a 60tl 1M 2177 1 34/o 611I IM ea B, i Nnl 7721 MIM3191 3106 roll im 2p1 1 ape Bal slerld NR 9'-4' (1127 PRECIST 554 M 1110 IRS 296 34M 261e 37SI 7a 1143 rod' 291 34M WD ID-6'(126' PfltTJSf 475 M M1N7 2M 2M2193 Mg to son INn 3 2M 47HIS 17'-4'(1J6) PAEGST JBi 9i D4 UNl64 M 3117 4Da sAt ea 139 1846 2423 31V 400t If-O' 144 PRECAST 337 540 e73 12H IM2la 20 Mi006731n4I66421aemsM tY-4" 1 PRECASTi 296 nl 7 10730S142DIslebtli2e3 pl 75 INS t41e lea 2310 281 14-0'(168 PRECAST 2JR R4 7m IDtl BinIpf 2127 2a0 M701 IO2 ISM IM I 2227 tcD 14'-8'(I76 PREST1MM AL a a all M Is xI xI 431 1a 1 13)0 f002 INS 1 2317 12 1E-i'(7847 PIS Hita Na NIL WI NA NB Na 412 nD IIW t7>,1 20701 tl>D al3 17'-4' (2067 PRESTRESSED NR 300 56 IND tat Ing too 2M 19'-4'(23n PRESTRESSD N,R. a xe 14 w6 Hit rot ass HO 760 IDJ7 Rtl 1511 o4 21'-4"i2561 PREMREM NA Na 1p Saio an M1 N t3AI 144 2Z-C (264') PRFSIRESM U. Na a No 1TD NR NR Ne Ip 32I NND 7e4 1w I253 1330 24-8'(2BB') PIESIMM UK a R 16t N2 lR NR MinLTD450tltNtOtll!!3 SAFE IATERAL10AD8 FOR e EmTJ QTI l/)IIC7 meon MAMMA . SAFE LOAD PLF TYPE 8U6 BF8 RCMU Y-8' (421• PRMW 1025 1024 1598 4'-0" (481 PRECAST 765 1 763 1309 4'-e ,(541 PRMW 592 W1 1073 V-4' (641 PRECAST 411 411 1 745 Y-10'(M PRECAST 340 339 616 B'-c (MI PRMM 507 721 490 7'-r (2D) P mhs 424 04 383 9'-4' (1121 PRECAST 326 • 512 230 IIY-e(126) PRMW 294 401 ISO 11'-4' (136) PRECAST 260 452 154 12'-O'(1447PRECAS7 244 407 In 13'-4' (15DI PREOW 217 324 110 14'-0'(1651 PRECAST 205 293 100 14'-e(176JPRESuM.M0 N.R. 2114 81 15-4'(1B4') PRESTRESSED N.R. 259 63 17-d'(MO PXMMM N.R. 194 64 IV-4r(23n FMIRFSSiD N.R. 148 52 21'-4'(MJ PRESIRM NR 125 42 2Y-0'(2641MMREM NR 116 40 2'r-r(239) PRMREM N-IL 91 33 maim IID2 IVY I eAns FOR R' PR6CASTA PRPBTRESSED U4J NTELB 149242IO SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH we-" trt1,v D NU-21 1111141 IF1D-1r 17 t77o-9 eF2t-R t14•6 1 a2J-rt Vas en7-7r MM-V 3 -0' 4 PRBAS i 21 t v wam Sias= lw 2e61 I M 4324 SIBS IM 7001 4'-0' (48 MAST IM 23M 3Gp HIS pie 1313 2303 1 300 3116 US ion 4'•••c (541 PRMkSt 120 n4l) I 2M 33)3 40a a I ale 12M 2046 1 2ro7 33IS 4a 9711 DJ/e 6, (,) foie 171 lt7t 2M MISS t 4w IM0 171s 3276 2Aa 2312 Bin 43M 5'-tD'(7O PREPAST so 4137 as w?22933MO 133 B'-B' (781 PREAAST all I'm Mw M Stet W idol w am 32SI Sin 7' (90 PAEL4ST 7170, i tad 2NS 2627 SM m I2N lad MIS Nm tm 32211 9'-4' (1127 PRMWal 70 147t 1474 1816 2 IUD al tl2 1316 1 lta IIp 29W t0'-G'(12nPRMW aD w6 we ad Ills xn 2DII 0130 m Mail 1472 17D3 20m no II'-4'(I36') PRd:1S7 414 pD 1w fa IS13 IM nal 411 AN 1042ati Ian lea 423 2167 tY-0' 144 PRECAST 670 4se 774 1 It 13p M 470 90 I Mond Imb Issow 161 2075 I3'-4'(160') PRIM Mae p7 7p 6t4 1147 N23 do . 400 1 7>b VA 119 le 1 1W 14'-0' (I 6r) PRFM 3I4 3511ad Mod 724 109 IM 410 425 1 m 19 Me 111011 192 14117 14-8'(176j PR61RE5SE0 at wd Mbd 171a 1231, ne 1131 249 3D6 1 as J ep 1303n 1513 1734 I5-4'(184 PAES)AESSED 224ED SOMI 313 Mod 1 Mal W pt 760 12 all 1480 1 1 17'-4'i2ae PfB311ESSED In 3D6 60 d 740 M1 1w 1 l 18'-4' (232J PRESIRMM 1a 2tl w eN n w a 2A1 420 J w 141 nd log 12V 21'-4' (256) PRESllE6S6D 142 2D4 307 fd 393 48D Sn 6d6 92 IM SAS 57 721 e06 1001,61 2Y-0' (2641 PRFS1RE o 137 low ttl 370 4SI 64 Iw 12 223 Sse 13 etl tl3 tl1 24'-0'(2887 PRESTRESSED 124 I W 312 tt W 124 2D2 311 455 Ia e7t J) 111E NUMM IN PAREAOI M ARE KRCM R®UC110NS TOR CMK 40 • SEE OEE?EPAL NOTE NIL 18 ON SIM 3 OF 3. (/) 1 In414 PJM MUM) ecuwlum IN1 4w +.+ FM ADOM REBAR. SEE CE7M NOTE NO. 4 ON %M 3 OF 3. • C[RkT4Al Nb1E N0, 4 ON SHED 3 Of 3 MODUC7 RIlMD ,• iI7.OD11L'7 R87ffir1ED a RIDAly6b ; OEiN A ,ftolommku 0°Ie weA147 4dp . - FRODUC72S190ODeInmplying %dm 11c FTollde =CEO m Ddldlgg43edeeetb oZ27•/S 4AM* No ; 0A=Dy"2i 2oSSioi 37 :*' TE • * CRNSPARRINO flyr` B924Cfl679 ! C SEE GENERAL H070 - SHEET 3 OF 3 M 43oeDo1 ' j...:• ' O,1P R •N 4476 n N Ara i14111t/14 tM OF DR1 CAST—CRETE 8" LINTEL FABRICATION DETAILS IMIXIM=3001It MT wm 01M." mDtl m 4m 7Ao9N. 7c - m Aft wt6 2DaD mF ID sau a6ti ,-.,,R • DUD M a13' OD 4p tt - ca o tDS/ 4W8 h r419 am 2 l6 2 R saFF (MAVITY LOADR FOR r PRECAST WI2• RECESS DbbR U4JMLS OM+M SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH eal}a5 e9F) arxow wit -tee m- asw-1 wwl wn-1 Era-Ia W30- 4'-4' MI PAEGAST 18S 1742 31fi5 31e0 430 5421 6403 N Ie11 1 3695 im an a10 909 a 4'-8' PRETAST7 1494 1505 300.5 2912 NO 046 6924 S M 1739 I 5205 elite 5060 647! 10510 5'-8' (66') PRECAST 896 eta 1710 171e 207 2e35 34 0 fin 2W 45" I= 1106DIN7117ft 4311 5'-1D"(707 PRECAST a10 on ME O tin 2640 3174 37M 1113 art 1631 5706 PiipAST 797 No 1525 504e 7T47 9145 7350 901 fe2a 5W 7115 20 1 7-6' (90') PRECAST g 755 1490 fi2469 3771 W43 701 5e23 735 1490 37M 6743 1 9' tY(1187 PRECAST 411 M 2t33 3129 4091 3146 mb W 229 3129 ND SDI 9AFRLA7WLL0AD2F0R A-1tACrAw dYt imm-4nnnu ulD17S1.R Cad SAFE PLF TYPE LENGTH 8RU8 8RF6 RCMU 4'-44 (521 PRECAST 7581757 1184 4'-8' (54 PRECAST 894 693 1073 5'-r (88r) KvcAw 408 407 865 5-10'(70l PRECAST 382 381 816 5--e (w) PRECAST 595 785 464 7'-6' (90' PRECW 509 674 363 9w (116') PRECAST 370 490 214 SAFE UPLIFT LOADS FOR B" PRECAST1v/ 2° RECESS DOOR U-LINTELS 4 01n-04ne SAFE LOAD - POUNDS PER IJNE+AR FOOT TYPE LENGTH WI -IT 10-1 IpPl4-1 e-I NFTM 11 70-rt wit-tr ono- eats 1102z- eF25- e2f30- A'-4° (52') PRECAST e05 etee 23e4 0 3"1 a 1 4'-e (541 DREW eeI 10M w2 2171 3W 4V5 00 OR et4 W2 2539 3W 42" 4W 5'-• ( 6n PWAST 57e f IM 2326 te34 3R2 3411 07S I21D 17e7 3v n" Mn 3511 5'- 10'(7d) PBf]CASF O9 1207v 1 tml 277] 15 325e 2W 1W 12D I 1746 2W 27" 1 3M JIM e,. ( an PREI AST 570 521 1 MO fife 2P2 3329 Wit I= 1620 I 1e20 1 242e 1 209 3B9 7•- 8' (90) PREtiIST 74t w I 21/6 2bq me 54e 1364 00 21W 2W glee 9'- B' (116) PRECA4F 395 40ee4 122t t64 t 21eD AS 5e0 Im I351 1 =m I 25i5 2331 n THE NU193FA5 N PARD41NESS ARE PERCENT REDUCnM FOR GRADE 40 • SEE GENERN. NDTE 18 (f) THE RINGERS N PAREIHEW ARE PERC041' REDUCROINS FOR CIM 40 Fall ADDED REBAR SEE WIENAL NOTE MD. 4 FIEU) ADDED REBAIL SEE OOa]tAl NOTE ND. 4 raguAw TYPE DESIGNATION Ydtely IQ 11d m uvr a mbe.. Cl Ib. mk b t®oW. 0reAoAed rref7 Y!• F F • Alm 1®I 14t0YI / Yher rr is 3°°(° ° . i .5 : r u> > y1 r a r+om ° (,a0 5\"' ii t lw", d calema ab.B!1@ QFS $F 2 Sfi@ r e -Biwa eo0rn.- r'Iml/Ab In k.b'bl.ogn eeJOdlttilea e5emlta r ' '. twl A",''e o,".u:,'`;f'tTew etr' 4 l b e t I5 U °;? ?., 81F16- 1B/1lT 2, p.b bd m oNtlM A ebbs &. Iel 1mMJ J fsa5ltbobbr4te1ealeDNWMIQfrmnttYRJd Ib rl Cmta w r. Ld Mc M t•r pit teaa6 I®541L 15705 Rele N a 5 ii(e! 15 AS RIP 14fvWdhglbad*04 i0. =to bm bm N5 bmt ko dmR MR 3) Ibeb he metr ld m Mw J" 1T) Sda b.k r• WpdUW A iatllt rd• t' q 71a tamer b ptdbA belle M ptaA nkxft htgob IQfd. b.m bad o n\od deten b. tlitpt Y/ e10 toe AD 11 40 emdNAsa •; •• 15 wd. te etp ldHk7c2'. to 00 of wlu+tt:. idt'01mY) t m Mhbi Su eLfrs Idoi:•N J '. •. %i +; , ,• ' • Q flacdc pFamlhm ti. dne Md eftift WAorI. Oi Il'i• we kgcr stab 9tOD1JCF Itfi1aE1YrD y*; f . , .!,• CY0. l/ 1 OODD 6Mk\flAWa Uimr6eFtordt, .4` .•! • +'•' O0Y1 Q Sbos Gtd 00dt o tepNL ASwilill otipLae t!• an 4T rebx n•r b. A6.Ebbe itr b• %S rdt1O. 1a ' • ISDOpr •• r: ''+ °' j5 \0R Q FA9e1 O U68 tAWr t t}./ ddlsd d it" rmM w* w1b 1b ntbldodSEE ' ' Q n'ii iwtlntl'ewo t tr end. ad rtn 43rad WIM FIR LOW o ao vBF2 9F2@ ,+`y • ta"` • PRl1DUCT RavisrD ablb I e" ir®0 Q °tr t r+tt9ri 'lmall el'a4 4= " ;: 0 FOR MMDW _10 ': c1;•' EN ' • p'4 BmdtO; ' wWt V7m; d „ few O , ro IQ RA.\ d eel .• •• ta•eplt3 slotsWi6. A4b • 44 mot Z ftca ' p4Ra mRa Fl„y. 10 0.9b• 1,11 dke tdtr b M bad d a, edkw d e. 7.61 t 9e I/r CiR TIP ;'tt (2) %5 mm awidbe 2do - •• 01t4D w OR50 An+ytt•t•LOF -o u;+ 7Y• fAnrtt eAt• re e. k. r v i . • a7 73•:,•, u) ,I CPAIGFAMO r Imtxlo E Bit .<,( YRj,. r .•' 6324d9670 t e DETAILS ctra:nll:>s51e=1;i1•1::1 elei,erul:r[a: r,'a: ra:ld:nlw:,yvl.•i!a: .rrn.r.\ -v ; ; L'•i, \ S 2' ; i' f_i 1!\la9rtu! l is 1.I=:VW:Vj ola: 1,•\:ea' I'vic7awaa' ww" I:YIYIi C\ _ 4i..r/Ni 1r 44 0 1995&& CITY OF 9 SkNFORD,' Building & Fire Prevention 'Mision PERMIT Application No: 1 Documented Construction Value: $ 45,000 APPLICATION I? - q qla Job Address: 3713 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-1320 Residential Commercial Type of Work: Newts Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 Fax: Email•brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC. Street: 1064 Greenwood Blvd., Ste 124 City, State Zip. Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : No Contractor Information Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: City, State Zip: Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 State License No.: EC13008106 Bonding Company: Address: n/a Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to' obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code to effect as of that date: 6t6 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application tj NOTICE: ih addition to the requirements of this permit, there may be additional restrictions applicable to this property that may betheremaybeadditionalpermitsrequiredfromothergovernmentalentitiessuchaswaterfoundinthepublicrecordsofthiscounty, and 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Own gent 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 it Signature of Contractor/Agent ate ?7 print Contractor/Agenes Name o$A Signnttve ofNotdvXStt of Florida Wale Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing0 Gas[] Roof occupancyConstructionType: p y Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: • UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: CONUvEENTS: Revised: January 1, 2019 Permit Application 0 CITY OF r SkNFORD rlrr. r r.I;It a 1 Y Building & Fire Prevention b6sion PERMIT APPLICATION Application No: Documented Construction Value: $ 45,000 Job Address: 3713 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-1320 Residential Commercial[] Type of Work: Newts Addition Alteration[] Repair Demo[] Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim Plan Review Contact Person: Phone: 407-630-0119 Brandon Gibbs Fax: Name Starlight Homes FL LLC. Title: Director Emafl:brandon.gibbs@reedcm.com Property Owner Information Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property?: No Contractor Information Street: 146 West Plant Street, Ste. 240 Phone: 407-630-0119 Fax: City, State Zip: Winter Garden, FL 34787 State License No.: Architect/Engineer Information Name: n/a Phone: Street: City, St, Zip: Bonding Company: n/a Address: Fax: E-mail: Mortgage Lender: n/a Address: EC 13008106 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: 6t° Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. it submittal. A copy of e executed ntract is The City of Sanford replan review charge andand willan tew fee be considereded the estimtime of ated construction value of thejob at thetimeof submittal. in order al calculate a plan r gt the ed, in The actual construction value will be figured based on the current ICC Valuation Table ensthettntacaral coe thetisaccordance with local ordinance. Should calculated charges figured off the executed contract 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 incompliancewithallapplicablelawsregulatingconstructionandzoning. signature of Owns/ Agent Date Print owner/ Agent' s Name signature of No estate of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 1. ,01*5t. 0 Signatureof ContractodAgenta ancaurl ibbS • Mat Contractor/Agent' s Name signature of No of Florida ate Contractor/Agent is X 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 No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONIAiG. UTILITIES: WASTE WATER: ENGINEERING: CohOMNTS: FIRE: BUILDING: Revised: January 1, 2019 Permit Application t CITY OF SANFORD BUILDING & FIRE PREVENTION FTD PERMIT APPLICATIONTApplicationNo: / 9 4.3- Documented Construction Value: S 5,240.00 Job Address: 3713 Saltmarsh Loop Historic District: Yes No El Parcel ID: 17-20-31-502-0000-1320 Residential © Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install new HVAC with duct work and venting. Plan Review Contact Person: Sarai Rodriguez Title: Residential Administrator Phone: 407-886-3729 Fax: 407-886-7580 Email: srodriguez@energyair.com Property Owner Information Name Starlight Homes Florida LLC Phone: 407-730-1311 Street: 1064 Greenwood Blvd Ste 124 City, State Zip: Lake Mary. FL 32746 Resident of property? : NO Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 Enegry Air Ct Fax: 407-886-7580 City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date or application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Rcviscd: June 30. 2013 Permit Applicalion 1 e 6 J NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued. in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Ome Print Oaner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 8/14/18 Signature orContractor/Agent • Date Robert Kulo Print Contractnr/AgenCs Name 6/1''I/I$ Signature of Notary -State of Florid Date Notary Public State of Fb3Me 4 SMarai Rod ' uesEOnhlTy-nN exoires foro,noCommission iG a7osa Contractor/ Agent is t r 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: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30. 2013 Permit Application Job #: 34694 14SARG WORK ORDER Date: 1 /26/2018 Subdivision I Phase I Bid I L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 1 132 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3713 Saltmarsh Loop CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford JFL 132773 Model/Bldg: 2121 S Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaceJobContact: S Woolwine A/H-1 or Furnace F84CNP03GLOO Job Phone: 4077301311 Heater or Coil CE2401 COS Heater or Coil Date Requested: CU-1 CH14NB0360OG CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 2nd FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficient EAI Pulls Permit: Yes Zoning Brand: Honeywell/Johnstone Vent. Damper Y81 SOA1017 Qty 1 Builder calls inspection: Yes Zone Kit #1 Z01 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 408.28 Transformer ZD4 Surge Protector ZDS ByPass Damper #1 1ZD6 B Pass Damper #2 JZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 17 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air CI. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 3 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accountina Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-fabrication Labor 1.98 24.95 Rou hin 2,565.00 30.75 461.1804-Installation Labor 06-Piping Labor 7.25 123.25 Trim 2,565.00 14-Kitchen Vent Trim 1 293.2702-Material/Tax 01-Equipment/Tax 1,482.48 Permit 110.00 110.0009-Permit/Other 1.45 18.22Ol1-Delivery Labor 2.89 36.43 Total Contract: 5 240.0020-Pull Material Labor 2.50 42.50U2-Startup Labor Certificate of Product Ratings AHRI CoNfiod Reference Number: 9162429 Date: 08-M20IS Model Status: Active AHRI Type: HRCU-A-C8 Series: 14 SEER HP Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB036'0"B' Indoor Unit Model Number (Evaporator and/or Air Handier): F84CNP036L The manufacturer of (his CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning 8 Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored. Independent. third party testing: Cooling Capacity (A2) - Single or High Stage (95F), bluh : 33000 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Healing Capacity (H12) - Single or High Stage (47F) : 33800 HSPF (Region IV) ,. 8.20 T'Adtve Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or of(ertng for sale: OR new models that are being marketed but are not yet being produced -Production Stopped' Model Status are those that an AHRI Certification Program Participant is no longer producing 8UT is still selling or offering far sale. Rates that are accompanied by WAS indicate an involuntary re -rate. The new published ratina is shown alone with the Drevious (i e. WAS) rattna. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to. and assumes no responsibility for. the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the Oroduct(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.ohrldlroctory.otg. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for Individual. personal and confidential reference purposes. The contents of this Certificate may not. In whole or In part, be reproduced: copied: disseminated: - entered Into a computer database: or otherwise utilized. in any form or manner or by any means, except for the user's individual. personal and confidential reference. AIR-CONDITIONING. HEATING, CERTIFICATE VERIFICATION 6 REFRIGERATION INSTITUTE The information for the model cited an this certificate can be verified at www.ahridirectory.arg, dick on -Verify Certificate' link liw Wstw•• and enter the AHRI Certified Reference Number and the date on which the certificate was issued. which is listed above. and the Certificate No.. which Is listed at bottom right 02018AIr-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 13178028 OM12749 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00000993 Date 8/27/18 Application pin number . . _ Property Address . . . . . 3713 SALTMARSH LP J Parcel Number - Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 285566 Application desc noc on file Owner Contractor STARLIGHT HOMES STARLIGHT HOMES FLORIDA LLC C/P SHANE 1064 GREENWOOD BLVD STE 124 ROSWELL GA 30076 LAKE MARY FL 32746 407) 708-0161 (407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 17.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2656.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1073808 Permit pin number 1073808 Permit Fee . . . . 110.00 Issue Date . . . . 8/27/18 Valuation . . 5240 Expiration Date . . 2/23/19 Qty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1083.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. 1 CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: 16 - 9 q 3 Documented Construction Value: $ 5o Job Address: 3 -I S `.Jl'Fmcsl• l'c., Historic District: Yes No Parcel ID: Residential Q Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: 'Picu - X=-Af (as, (caLt.ii(d-er Title: Phone: Fag: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name R.-Z. lz-op(+st At VW 6 vac Phone: Street: cl--Irj I Fag: tfal- ?,t!o - qc-Pb City, State Zip: OA C'-A cia 'E' 1a1-'p State License No.: CMG 2f-JS'-f 2- ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y UR 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 installatio has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constru tion in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as wr 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 requir in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submitt The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction vale credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Date Print Contractor/Agent's Name Sigyfl&k of Notary -State of Florida Date PAT SUS I MY co .4=104 a FF IPW EXPIRES: August 25, 201e1 loMod tMu Hoary PuUSe tlnduvx3?te Owner/Agent is Personally Known to Me or Coittist gl iiift `i'ersdi ly Known to Me or Produced ID Type of ID Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application r 91507StateRoad52123MillerRoad 701 Bachman Road Established 1973 Judson. FL 34669 Valdco. FL 33594 '-•. Orlando, FL 32824 vnvw.RJKielty.com 127-SM-54W 813-MI.0707 407-05-MB State License to CF-CO2034 R.J. KiELTY Page: 1OF Proposal No: 717-13529 PLUMBING • HEATING • COOLING Proposal Date: 7/2&2017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Discovery - 2121 Lake Mary FL 32746 Me Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of: $6,850.00 Payment to be made as follows: 40% Rough In 306/a Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed in a workman lice manner according to standard practices. Any alteration or deviation from specifications below involving extra cost ' 1 e execc only upon written orders, and will become an extra charge over and above the estimate. Ali agreements contingent upon strikes, a is or decays nd our control. Owner to cant' lire, tornado, and other necessary insurance. Our vrorkers are fu ly covered by workers compensation i AUTHORIZED SIGNATURE: _ THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 DAY We hereby submit sped0cat (mates for. Master Bath Up I Shower Sterling Accord 60x34 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21.912 1.28 White Elongated 1 Lev By Budder With Moen Chateau 64925 Chrome Faucet 2nd Bath Up I Tub Sterling Accord 6040 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 2l-9t21.28WhItoElongated I Lev By Builder With Moen Chateau 64925 Chrome Faucet Powder Bath I Toilet Gerber Maxwell 21-9121.28 White Elongated I Lev Gerber Maxwell 22.514 Pedestal White With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Budder t Faucet Moen Integra 67315 Chrome t Disposal ISE Badger V With Cord t kmmaker Line With Recessed Box 1 Dishwasher Hook Up Utl/itias 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Baekfilling Included For Sewer 8 Water Only (Slab Backlildng By Others) Backllow Preverters Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional S 12 per foot 40' Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above pricos, specifications and conditions are salistaotery and hereby accepted. You are authorized to do the work as specified. Payment will be made asoutlinedabove. I agree to pay reasonable attorney's fees court costs in the event of legal action. A monthly service charge of 1 112% vrdl be added alter 30 days. Any sewer ceps deeper than 4 1/2 feet or requires backhoe or dewatering will be an extra charge. SIGNED: t.0 /, DATE OF ACCEPTANCE 8 PAGE 2: I Branch: Hudson Last Edit By: Last Edit Date: 7/2712n17 Revision40--- City of Sanford Response to Comments Building & Fire Prevention Division OCT 2 4 2018 Ph: 407.688.5150 Fax: 407.688.5152 t Email: building@sanfordfl.gov f Permit # " `( Submittal Date Project Address: 37 11 root' Contact: QEf6 H 6-/f 1,1l Ph: 907 312 3 716 Fax: Email: Trades encompassed in revision: General description of revision: Building IS Plumbing "' f-L9.c,r1c ic.4L PyA•,' lectrical S c 6 dd,L1U CyNu+ r r- A t,(.Fr Mechanical A-f fl l eor-t4fc r- pc./k.lS Life Safety Gyo, Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention ROUTING INFORMATION Approvals 11 Building ese-- to•ZQ - [S low ENVIRONMENTS FOR //D° s. 81 qs3 SITE ID: 4270/6 LOT: I= BLACK HOUSE: 3713 STREET: SALTMARSM LP CITY: SAMFORD STATE, FL 23P: 32771 COUNTY: SEMINOLE ACCOUNT'!, 606STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: MOP 10111WIl17 PROGRAM: COOE1100A TESTER: EFL IECC: 200/ CLIMATE ZONE PROPERTY OYIMER: PROPERTY ADORESB: 3713 SALTMARSM I.P. SANFORD. FL 32771 TEST: BLOMR ODOR RESULT: PASS TESTER: OM Raveft DATE: 12MG2016 TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED NIA 5.1 Attie Access Panty(fully atketea and insulated x 5.2 Aft drop -dam Stair (fully gasketed and insulated x SA Recessed Lighhng Fixtures (ICAT labeled and tested lad ll X 5.5 Wftole•house Fen insulated gaikeled la the opening x 7 3 Fresh au ventilation installed Pat PrOgram specs x Blower Dear BD Target BO At:tuol Room Praew a Tess BUILDING ORIENTATION PROGRAM VOLUME U. Fn CODE VOLUME CU. PROGRAM SHELL CODE KNELL N 0• NIA 16,203 0 0 PROGRAM CFM 60 CODE. CFM 60 PROGRAM ACH 60 CODE AGM 50 PROGRAM 1l al Blrl CODE at 81121 0 12.124 7 1,796 5.23 Maly Mat Bdrm 0 Bdr1n 2 0 Born3l 0 Bdhn 5 0 Rm 1 I 0 Rm 3 0 Ouserl 0 Bdrm 4 0 Rm 2 0 CO OelaeJdn EMMSMQuefflisclApplances? LVAlem LWdhV P 7 x 60 at s Of HarWrlted Ughla Mutt Be CFL Or LED x Low Fbw Fauoab, Tolft ew? x Prowarnmabla Tharmoebn x Cerl6bd On1en P agnu Lavol RequYea Vleusl Wpegbn Mochankel ftlam kam Lou6en Manulteerter Nam Model h Moot 62 mom 03 ModM M SYSTEM I WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 1 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR UNIT OUTSIDE CARRIER CH14N8036 SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEAT PUMP INTERIOR CARRIER F84CNP036 SYSTEM FURNACE SYSTEM2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AMU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 1 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AMU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AMU (HEAT PUMP BUILDING SPECIFICATIONS BUILDING CHARACTERISTIGB ASDESIGN-VALUES ASSUILT-VALUES COMMMENT SOFBEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM) I NA EXPOSED FLOOR REM NA INA A8OVE GRADE WALLS REM NA NA DUCT SUPPLY R•VALUE REM NA NA DUCT RETURN R•VALUE REM NA NA TEST: SLOWER DOOR RESULT. PASS TESTER: OM R@veb DATE 12112=10 BUILDING BPlPtlRtATIONS All- - "I BUILOINOCHIIRACTEti13TIC8'" ' r 1SDESWN-VALUEB „ v_" 1BBUILT'•VAWEB M; ..t" :.COMMYIEfR.r O, %a -.Jot,, PROGRAMMABLE THERMOSTATS(PRIF) YES WATER HEATER TYPE(PRIF) CONVENTIONAL WATER HEATER FUEL TYPE(PRIF) ELECTRIC WATER HEATER SIZE. EFFICIENCY & LOCATION PRIF) INFILTRATION HOUSE LKG ACH(REM) NA H : S.23 CI . 5.23 ACH 50 PunN FRESH AIR VENTILATION TYPE(PRIF) AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL REM NA NA VENTILATION FLOW REOUIREO REM NA NA VENTILATION EOUIP. RATED CFM REM NA NA VENTILATION a OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME • HRSIOAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR(PRIF) FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S(PRIF) INTERIOR % OF CFUS(PRIF) INTERIOR % OF LED'S(PRIF) INTERIOR % OF PIN•BASEO (PRIF) EXTERIOR FIXTURES % OF CFL'S (PRIF) EXTERIOR FIXTURES % OF LEUS(PRIF) GARAGE FIXTURES % OF CFUS(PRIF) GARAGE FIXTURES % OF LED'S(PRIF) DISHWASHER (PRIF) REFRIGERATOR (PRIF) FOUNDATION TYPE (PRIF) SLAB TYPE RI SLAB AREA(PRIF) SLAB DEPTH (PRIF) SUB 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 TEST: DUCT BLASTER RESULT. PASS TESTER: OM Rmb DATE 12112rA1S TOTAL CONDITIONED FLOOR AREA CFA BS FT) • 0 2•21 DUCT LEAKAGE TO OUTSIDE % TARGET 0.00%'4. ' i 8.00%- TOTAL DUCT LEAKAGE % TARGET ;•'0.00% { SYSTEM I SO FT. SERVED (CFA) 4'2.121'' SYSTEM 1 DUCT LEAKAGE TO OUTSIDE o1 l0 70j SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET „.v* (CfM2S) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 2SS i'(I SYSTEM 1 TOTAL DUCT LEAKAGECFM23) TARGET -!1 •k ; )• . • (CFM25) ACTUAL SYSTEM 2 SO FT. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM2$) TARGET SYSTEM 2 TOTAL DUCT LEAKAGE CMS) TARGET SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE CFWS) ACTUAL POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE (% OF CFA) ACTUAL SYSTEM 2 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFA) ACTUAL SYSTEM 3 80 FT. SERVED (CFA) 4 TEST: DUCTBLASTER RESULT: PASS TESTER: OweR&vMM DATE: 1211VAIG SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 2 TOTAL DUCT LEAKAGE CFM23) TARGET SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM23) TARGET SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM23) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE CFM23) ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25)ACTUAL SYSTEM I DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM 5 TOTAL DUCT LEAKAGE (% OF CFA)ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE 3 3 SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4TOTAL DUCT LEAKAGE (%OF CFM23) TARGET (CFM21s) ACTUAL CFA) ACTUAL imim BUILDING SPECIFICATIONS BNIDINO. CNARACTERI8TIC8 ASDEBIGN-VA.UEB ASSUII•T-VAIUES COMMMENT DUCT LEAKAGE TO OUTSIDE REM NA SA.13 CFFA25./ CF, TOTAL DUCT LEAKAGE REM N I jail2 Cf,M23 tiCF FLOW RING PRIf FINAL BOUNDARY SURVEY WYNDHAM PRESERVE LOT 132 m O P13 81, PG 93) m N m= o a 0 o C4 a W SALTMARSH LOOP 50' RIGHT—OF—WAY J PRIVATE ROAD) 1` p, 20o c b U PCP C1 QcZCENTER C c C3 3 UNE CURB o c CpNC 0 c o CpNCRmo N c Z SIR CiZ COS CV-•0 10' UTILITY ti W CONCRETE /CV EASEMENT (P) rL DRNEWA_Y_ J W 15.8' CONC ft w LOT 133 CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 125.00' 024'23'30" 53.21' 52.81' N 7T29'06" E C2 150.73' 015'25'16" 40.57' 40.45' N 81'09'00" E C3 1 125.00' 000'45*50" 1 1.67' 11.67' 1 N 89' 17'56" E Survey Note NO SOD AT TIME OF SURVEY. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE". City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' rer -roof eqw mnu LEGEND- LB -Licensed usetness BFP-Backflow Preventer Sight Oistonce Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point 0 -Description FP&L -Florida Power & Light P -Plat FFE -Finish Floor Elevation 0.. -Oeed Book Water Meter O.R. -Official Records Book 04 -Water Valve P.B. -Plat Book 100-Fire Hydrant Pg. -Page RL^®-Reclaimed Water Meter Elev. -Elevation RICDG-Reclaimed Water Valve Cone. -Concrete Cable Box BP -Brick Paver Telephone Box SW -Sidewalk m -Electric Box FIFE -Finished Floor Elevation 0 -Utility Pole Cl -Curb Inlet 0 Guy Pole GTI -Grate Top Inlet Light Pole P.U.E.-Public Utility Easement E--Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole NCS-No Comer Set (Falls in Water) 0-Sanitary Sewer Manhole SF -Square Feet ENNo -Electric Handhole O.U.E. -Drainage/Utility Easement COO -Clean Out FMGD-MAG NAIL do OISK CVD4-Irrigation Control Valve P.K. -Parker Kalon Nail Im -Sign SIR -Set 1/2' Iron Rod L87768 04-Gate Water Valve SPKD -Set P.K. & Disk L87768 Cos Meter FIR -Found 1/2' Iron Rod L87768 1 -Existing Grade FlP -Found 1/2* Iron Pipe L87768 CI -Blow-off Valve FPKO-Found P.K. Nail & Disk L87768 -oft.. -Drainage Flow Direction FCM -Found 4'x4' Concrete Proposed Design Grade Monument PRM LB7778 As-Built/Existincql GrodQQ Note: Some items in above leaen may not be aooltcable) on 20.7 o COVERED ENTRY 7.3 2 STORY f S RESIDENCE C o a 3713 SALTMARSH ri LOOP 14 ; FFE= 30.59 CV D4 6.0: 28.0 16.c ai o a! ' a;J a a' ADC 9.9 ' L.w--------------------- •A LOT 132 v AREA = 4,483 S.F. R 40.00' S89040'5 f IV LOT 150''' I LOT 151 Ql 0 LOT 131 Q1 Id SIR SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying. Inc. makes no representations or guarantees pertaining to easements, rights -of -way, set 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. Devotions shown hereon are in feet and are referenced to the NATIONAL GEODEiIC VEIMCAL 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. LOT 152 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 W DESCRIPTION: LOT 132, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey: 12 18 18 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meats 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 ar- .02 do Statutes. GeoPoint Surveying, Inc. Ja 8 D. Leviner 15 Drown: RCA Chocked:JDL P.C.: Data File-liftsixfost-PM OA PROFESSIONAL SURVEYOR & MAPPER NO. ........LS6...9...5. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date:12/19/18 Dwg:IlAesonEmt att32 Order No.: RAISE I S SURVEYOR SEC. 17 - TWN.20 S. - RNG. 3t E. Field ft --